Peikko katalog 2011

PRODUCT CATALOGUE2010

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PEIKKO GROUPPeikko Group, a Finnish family-owned company, is a pioneer in the fastening technology of concrete structures.The company was founded in 1965 by the name of “Teräspeikko”, which translates into “Steel troll”. Peikko’s first product, diagonal tie for sandwich panel, was the first industrial product of that category at the time. The company has ever since remained forward-looking and innovative. It has been able to continuously launch new products together with its customers and successfully implement modern and cost-efficient production technologies.

One of the leading companies in Europe – with a goal to continue to be local Peikko Group operates in more than 20 countries in Europe and has started activities in North-America and Middle-East. With more than 800 employees and with estimated net sales of 120 million EUR in 2008, the company is well-positioned to serve its customers. Peikko Group serves its customers locally via vast network of subsidiaries.

www.peikko.com

SALES, DISTRIBUTION AND PRODUCTION

SALES AND DISTRIBUTION

SALES

Contact information

Peikko Group

Peikko GroupP.O.Box 104Voimakatu 3FIN - 15101 LahtiTel. +358 3 844 511Fax +358 3 733 0152

www.peikko.com

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CONTENTS

ApprovalsOur products have approvals in various countries including Finland, Germany, Poland, Russia, Great Britain and Sweden. See details in product sections.

Quality and environmentThe results of the work in quality and environment are inspected regularly by external audits carried out by Inspecta Certification, VTT Technical Research Centre, SITAC Swedish Institute for Technical Approval in Construction, Schweißtechnische Lehr- und Versuchsanstalt SLV Hannover and Ministry Of Construction Russia Federal Centre Of Certification / OS Svzapstroisertifikatsiya St. Petersburg.

Technical informationDetailed technical information and limitations for application, requirements for the concrete and correction factors for capacities can be found in product’s technical manual. The technical information is available in our website or as printed manuals on request.

5. REINFORCEMENT PRODUCTS

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4. TIES

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3. CORBELS, HANGERS 18

2. BOLTS, COLUMN SHOES

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1. FASTENING PLATES

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6. LIFTING SYSTEMS

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7. BALCONY JOINTS

44

8. EXPANSION JOINTS

46

9. DELTABEAM, PEIKKO FRAME

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1. FASTENING PLATES

KIINNITYSLEVYT

Betoniyhdistyksen käyttöselosteet 230, 242 ja 243Korvaa esitteet 8/02, 11/92 ja 9/91 • väli 1, 9/2007

FASTENING PLATESStandard fastening plates have protective painting 40 µm. Also available in epoxy coating or hot dip galvanized.

SBKL fastening plates

KL fastening plates

JPL fastening plates

PKL fastening plates

P2KL fastening plates


Plate thickness 8 - 15 mm. Headed studs. For lighter loads. Especiallly for walls and thin structures.

Plate thickness 8 - 15 mm. Straight ribbed bars as anchors. Welded on surface. Especially suits well on dynamic anchoring

Long fastening plate. Standard lenght 2 m. Plate thickness 12 mm and headed studs welded on surface.

Long fastening plate. Standard lenght 2 m. Plate thickness 15 or 20 mm and headed studs welded on hole.

Long fastening plate. Plate thickness 25 mm and headed studs welded on hole.

Plate thickness 25 or 30 mm. Ribbed bars with headed studs. Standard fastening plate for demanding fi xings.

Collection of fastening items for standard elements. Mainly for prefabricators

Corner protector. Anchors welded on surface. 25 mm chamfer on corner. Delivered painted A40 μm, hot dip galvanized or stainless.

KS corner protector

TR fastening items

Corner protector. Standard lenght 6m. Anchors are welded on surface. Is being used in columns, fl oors and walls. Delivered painted A40μm, hot dip galvanized or stainless.

Fastening angle bar for opening or corner. Anchors as in UKT. Standard lenght 6 m.

To edge of openings in which the cover plate is installed. Standard lenght 6 m.

Standard lenght 6m. Headed for anchors.Standard angles 50, 80 and 100 mm.

UKT fastening angle bar

SKT fastening angle bar

KKT fastening angle barSupport for chequered plate

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AxDxt H d a Ø NRd VRd MRdD MRdA Trd JPL

[mm] [kN] [kNm] [kg]

JPL 150x150 150x150x25 220 90 90 16 177 61,0 15,1 15,1 4,8 5,9

JPL 150x200 150x200x25 220 120 100 20 295 96,7 31,4 23,6 8,9 8,3

JPL 150x250 150x250x25 220 190 100 20 316 101,0 49,7 23,6 12,5 9,8

JPL 200x200 200x200x25 220 120 120 20 314 100,4 31,4 31,4 10,0 10,3

JPL 200x250 200x250x25 220 190 120 20 339 103,0 49,7 31,4 13,3 12,2

JPL 250x250 250x250x25 220 190 190 20 369 107,0 49,7 49,7 15,9 14,7

JPL 200x300 200x300x25 280 200 120 25 533 161,0 81,8 49,1 21,6 16,6

JPL 300x300 300x300x25 280 200 200 25 584 168,0 81,8 81,8 26,2 22,5

JPL 400x400 400x400x30 280 300 300 25 646 173,0 123,0 123,0 39,3 44,0

JPL 500x500 500x500x30 280 400 400 25 682 176,0 164,0 164,0 52,3 63,7

JPL 600x600 600x600x30 280 500 500 25 705 178,0 205,0 205,0 65,4 89,6

plate anchor

JPL S355J0 A500HW

JPLR 1.4301 A500HW

JPLRr 1.4301 hot-rolled stainless rebar*

JPLH 1.4401 A500HW

*= strenght equal to A500HW

NRd VRd MRdD MRdA TrdTrdT

[kN] [kNm]

177 61,0 15,1 15,1 4,8

295 96,7 31,4 23,6 8,9

316 101,0 49,7 23,6 12,5

314 100,4 31,4 31,4 10,0

339 103,0 49,7 31,4 13,3

369 107,0 49,7 49,7 15,9

533 161,0 81,8 49,1 21,6

584 168,0 81,8 81,8 26,2

646 173,0 123,0 123,0 39,3

682 176,0 164,0 164,0 52,3

705 178,0 205,0 205,0 65,4

Ht

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D

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d

a

JPLFor fi xings where great capacities are needed.

JPL is painted A40 μm. We also manufacture completely stainless and acid-proof JPL fastening plates.

JPL fastening plates

Materials of JPLAPPROVALS:ETA 04/0056,BY243 Finland,3403/89 Sweden,AT-15-5256/2002 Poland,POCC FI.C∏19.H00289 Russia.

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AxDxt H d a Ø NRd VRd MRdD MRdA TRd SBKL


SBKL 50x100 50x100x8 68 60 - 12 7,7 9,8 0,38 0,28 0,49 0,5

SBKL 100x100 100x100x8 68 60 60 12 13,7 19,3 0,68 0,68 1,38 0,9

SBKL 100x150 100x150x10 70 90 60 12 18,4 19,3 1,20 0,91 1,76 1,5

SBKL 150x150 150x150x12 162 90 90 12 39,6 22,6 2,57 2,57 2,10 2,7

SBKL 100x200 100x200x12 162 120 60 12 37,2 19,3 2,96 1,86 2,15 2,5

SBKL 200x200 200x200x12 162 120 120 16 82,8 43,5 6,62 6,62 4,92 4,9

SBKL 250x250 250x250x15 165 170 170 16 91,7 45,0 8,70 8,70 6,0 8,6

SBKL 100x300 100x300x15 165 180 60 16 72,3 34,8 7,94 3,61 5,50 4,7

SBKL 200x300 200x300x15 165 180 120 16 90,3 43,5 9,94 7,22 6,28 8,2

SBKL 300x300 300x300x15 165 180 180 16 98,5 47,5 10,80 10,80 7,38 11,9

AxDxt H d a Ø NRd VRd MRdD MRdA TRd KL


KL 50x100 50x100x8 218 60 - 12 7,7 9,8 0,38 0,28 0,49 0,7

KL 100x100 100x100x8 218 60 60 12 13,7 19,3 0,68 0,68 1,38 1,4

KL 100x150 100x150x10 220 90 60 12 18,4 19,3 1,20 0,91 1,76 2,0

KL 150x150 150x150x12 222 90 90 16 39,6 22,6 2,57 2,57 2,10 3,6

KL 100x200 100x200x12 222 120 60 16 37,2 19,3 2,96 1,86 2,15 3,3

KL 200x200 200x200x12 312 120 120 20 82,8 43,5 6,62 6,62 4,92 6,9

KL 100x300 100x300x15 315 180 60 20 72,3 34,8 7,94 3,61 5,50 6,7

KL 200x300 200x300x15 315 180 120 20 90,3 43,5 9,94 7,22 6,28 10,3

KL 300x300 300x300x15 315 180 180 20 98,5 47,5 10,80 10,80 7,38 13,9

plate anchors

KL S355J0 A500HW

KLR 1.4301 A500HW

KLH 1.4401 A500HW

plate anchors

SBKL S355J0 S235J2+N/S355J2+N

SBKLR 1.4301 S235J2+N/S355J2+N

SBKLRr 1.4301 1.4301

SBKLH 1.4401 S235J2+N/S355J2+N

NRd VRd MRdD MRdA TRd

[kN] [kNm]

7,7 9,8 0,38 0,28 0,49

13,7 19,3 0,68 0,68 1,38

18,4 19,3 1,20 0,91 1,76

39,6 22,6 2,57 2,57 2,10

37,2 19,3 2,96 1,86 2,15

82,8 43,5 6,62 6,62 4,92

91,7 45,0 8,70 8,70 6,0

72,3 34,8 7,94 3,61 5,50

90,3 43,5 9,94 7,22 6,28

98,5 47,5 10,80 10,80 7,38

NRd VRd MRdD MRdA TRd

[kN] [kNm]

7,7 9,8 0,38 0,28 0,49

13,7 19,3 0,68 0,68 1,38

18,4 19,3 1,20 0,91 1,76

39,6 22,6 2,57 2,57 2,10

37,2 19,3 2,96 1,86 2,15

82,8 43,5 6,62 6,62 4,92

72,3 34,8 7,94 3,61 5,50

90,3 43,5 9,94 7,22 6,28

98,5 47,5 10,80 10,80 7,38

t Hø

D

Aa

d

H

t

ø

A

D

a

d

SBKL fastening plates

KL fastening plates

SBKL is painted A40μm. SBKL 50/100 and SBKLR 50/100 are packed 40 pcs / box.

KL is painted A40μm. KL 50/100 and KLR 50/100 are packed 30 pcs / box. KL 100/100 and KLR 100/100 are packed 20 pcs / box. We also manufacture completely stainless or acid-proof KL fastening plates.

Materials of KL

Materials of SBKLAPPROVALS:ETA 04/0056,BY266 Finland,3403/89 Sweden,AT-15-5256/2002 Poland,POCC FI.C∏19.H00289 Russia

APPROVALS:BY266 Finland,3403/89 Sweden,AT-15-5256/2002 Poland,POCC FI.C∏19.H00289 Russia

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A H a Ø t c/c NRd VRd1 VRd2 weight

[mm] [kN] [~kg/m]

PKL 100 100 70 50 12 10 150 15,2 14,4 13,4 9

PKL 150 150 70 90 12 10 150 22,7 14,4 13,8 13

PKL 200 200 70 100 12 10 150 24,4 14,4 13,9 17

Prices are for the lenght L=2000 mm


[mm] [kN] [~kg/m]

P2KL 100 100 115 50 16 15 200 35,6 24,9 24,8 14

P2KL 150 150 115 90 16 15 200 44,4 25,0 24,8 20

P2KL 200 200 115 100 16 15 200 45,7 25,0 24,8 26

P2KL 300 300 115 200 16 15 200 53,3 25,4 24,8 38

P2KL 400 400 115 200 16 20 200 53,3 25,4 24,8 66

Prices are for the lenght L=2000 mm


[mm] [kN] [~kg/m]

P3KL 300 300 220 200 20 25 200 143,5 57,6 56,8 68

P3KL 400 400 220 300 20 25 200 143,5 58,3 56,8 88

P3KL 500 500 220 400 20 25 200 143,5 59,1 56,8 108

P3KL 600 600 220 500 20 25 200 143,5 59,7 56,8 128

plate anchors

PKL, P2KL, P3KL S355J0 S235J2+N/S355J2+N

PKLR, P2KLR, P3KLR 1.4301 S235J2+N/S355J2+N

PKLH, P2KLH, P3KLH 1.4401 S235J2+N/S355J2+N

APPROVALS:BY230 Finland,3403/89 Sweden,AT-15-5256/2002 Poland,POCC FI.C∏19.H00289 Russia.

NRd VRd1 VRd2

[kN]

35,6 24,9 24,8

44,4 25,0 24,8

45,7 25,0 24,8

53,3 25,4 24,8

53,3 25,4 24,8

NRd VRd1 VRd2

[kN]

15,2 14,4 13,4

22,7 14,4 13,8

24,4 14,4 13,9

NRd VRd1 VRd2

[kN]

143,5 57,6 56,8

143,5 58,3 56,8

143,5 59,1 56,8

143,5 59,7 56,8

at Hø

A

c/c

a

t Hø

A

c/c

t H

a

ø

A

c/c

PKL fastening plates



Materials of PKL, P2KL, P3KL

Long fastening plates (PKL, P2KL ja P3KL) capacities are per one row of anchors.

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H D t Ø VRd weight

[mm] [kN] [kg]

TR 15 570 455 8 10 34,6 2,5

TR 16 675 480 10 12 50,4 3,9

D A angle Ø N1Rd N2Rd VRd MRd weight


TR 23 270 100 60x60x6 6 (7) 13,8 3,6 6,0 0,53 0,8

TR 24 350 100 80x80x8 8 (9) 24,8 6,4 10,7 1,26 1,5

H D A angle Ø NRd V1Rd V2Rd weight

[mm] [kN] [kg]

TR 25 350 315 150 80x80x8 8 83,7 16,0 7,2 2,0

TR 26 450 415 150 100x100x10 10 117,5 28,5 14,1 3,2

H D A angle Ø NRd VRd MRd weight


TR 36 200 210 80 60x60x6 6 (7) 8,7 6,0 0,65 0,9

TR 37 250 270 100 80x80x8 8 (9) 18,0 10,7 1,80 1,6

angle anchors std. packaging

TR 23/ TR 24 S235JR A500HW 20 pcs / box

TRR 23/ TRR 24 1.4301 A500HW 20 pcs / box

TRRr 23/ TRRr 24 1.4301 B600KX 20 pcs / box

plate anchors std. packaging

TR 15 S355J0 A500HW 150 kpl / FIN-pallet

TR 16 S355J0 A500HW 100 kpl / FIN-pallet


TR 25/ TR 26 S235JR A500HW 150 kpl / FIN-pallet


TR 36/ TR 37 S235JR A500HW 30 / 20 pcs / box

TRR 36/ TRR 37 1.4301 A500HW 30 / 20 pcs / box

TRRr 36/ TRRr 37 1.4301 B600KX 30 / 20 pcs / box

VRd

[kN]

34,6

50,4

N1Rd N2Rd VRd MRd

[kN] [kNm]

13,8 3,6 6,0 0,53

24,8 6,4 10,7 1,26

NRd V1Rd V2Rd

[kN]

83,7 16,0 7,2

117,5 28,5 14,1

NRd VRd MRd

[kN] [kNm]

8,7 6,0 0,65

18,0 10,7 1,80

D

øH

t

D

A

ø

D

øH

A

øH

H

D

A

TR 15 and TR 16 support for square panels

TR 23 and TR 24 anchors for edges

TR 25 and TR 26 counter supports for square panels

TR 36 and TR 37 angle bars

APPROVALS:BY247 Finland,POCC FI.C∏19.H00289 Russia

FASTENING ITEMSFastening items are steel plates or angle bars, which transfers the loads with the help of the anchors to the concrete.

TR 15 and TR 25

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H D A t Ø NRd VRd MRd weight


TR 38 45 560 100 10 8 (9) 14,4 13,7 0,89 1,5


TR 38 S355J0 A500HW 100 pcs / FIN-pallet

TRR 38 1.4301 A500HW 150 pcs / pallet

TRRr 38 1.4301 B600KX 100 pcs / FIN-pallet

H D A t Ø NRd VRd weight

[mm] [kN] [kg]

TR 39 40 309 150 6 8 16,7 10,7 0,8


TR 39 S355J0 A500HW 20 pcs / box

H D A t Ø NRd V1Rd V2Rd M1Rd M2Rd weight


TR 43 45 340 150 8 8 (9) 5,0 29,0 10,7 0,23 0,56 1,4

TR 45 45 340 100 8 8 (9) 4,3 23,0 10,7 0,18 0,41 1,4

plate anchors fl at steel std. packaging

TR 43/ TR 45 S355J0 A500HW S235JR 20 pcs / box

TRRr 43/ TRRr 45 1.4301 B600KX 1.4301 20 pcs / box

H D A t Ø NRd VRd weight

[mm] [kN] [kg]

TR 44 530 350 100 8 10 44,9 16,8 1,2


TR 44 S355J0 A500HW 150 pcs / FIN-pallet

TRR 44 1.4301 A500HW 150 pcs / FIN-pallet

TRRr 44 1.4301 B600KX 150 pcs / FIN-pallet

NRd VRd MRd

[kN] [kNm]

14,4 13,7 0,89

NRd VRd

[kN]

16,7 10,7

NRd V1Rd V2Rd M1Rd M2Rd

[kN] [kNm]

5,0 29,0 10,7 0,23 0,56

4,3 23,0 10,7 0,18 0,41

NRd VRd

[kN]

44,9 16,8

A

A

DH

t

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H

49

t

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H

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A

D

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H

TR 38 anchor for slab

TR 39 anchor for double T-slab

TR 43 and TR 45 anchors for edges

TR 44 fastening part for double T-slab

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angle Ø c/c weight

[mm] [~kg/m]

SKT 50 50x50x5 6 300 4,2

SKT 70 70x70x7 6 300 7,8

UKT 40 40x40x4 6 300 2,8

UKT 50 50x50x5 6 300 4,2

UKT 60 60x60x6 6 300 5,9

UKT 70 70x70x7 6 300 7,8

UKT 80 80x80x8 6 300 10,2

UKT 100x50 100x50x8 6 300 9,6

UKT 100 100x100x10 6 300 16,0

Lenghts are L=6000 mm

angle anchors

SKT / UKT S235JR A500HW

SKTRr / UKTRr 1.4301 B600KX

SKTHr / UKTHr 1.4401 B600KX

L AxDxt Ø c/c weight

[mm] [~kg/m]

Corner protector KS 1800 60x60x4 8 400 4,0

angle anchors

KS S235JR A500HW

KSRr 1.4301 B600KX

KSHr 1.4401 B600KX

L Ø c/c weight

[mm] [~kg/m]

Support for chequered plate 6000 6 300 5,0

angle anchors

Support for chequered plate S235JR A500HW

c/cø

SKT

c/cø

UKT

40

21

Ø8

110

c/c

øc/c

2030

7

50

SKT and UKT fastening angle bars

KS corner protector

Support for chequered plate

KS corner protector; to protect chamfered corners of columns.

SKT –anchor for inner corners; to bear for example channels.

UKT –anchor for outer corners; to for example threshold for carage, corners of stairs, cor-ner protection and expansion joints..

Non stainless models available as painted or hot dip galvanized.

Items available also as hot dip galvanized.

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K40-1 K30-2 weight

VRd NRd1 NRd2 TRd MRd VRd NRd1 NRd2 TRd MRd

[kN] [kNm] [kN] [kNm] [kg]

KKT 50x100 99,2 55,0 20,0 10,4 6,2 78,0 41,0 14,9 7,7 4,6 3,6

angle bar anchors

KKT 50x100 S235JR A500HW

K40-1 K30-2 weight

VRd TRd VRd TRd

[kN] [kNm] [kN] [kNm] [kg]

KKJ 50x100 99,2 10,4 78,0 7,7 4,2

angle bar fl at steel anchors

KKJ 50x100 S235JR S235JR A500HW

angle Ø c/c H NRdd VRdd weight

[mm] [kN] [~kg/m]

KKT 50 50x50x5 12 250 160 14,6 16,3 5,3

KKT 60 60x60x6 12 250 160 14,6 16,3 6,3

KKT 70 70x70x7 12 250 160 14,6 16,3 8,4

KKT 80 80x80x8 12 250 160 14,6 16,3 11,2

KKT 100 100x100x10 16 200 150 26,0 28,7 18,0

Prices are L=6000 mm

angle bar anchors

KKT S235JR S235J2+N / S355J2+N

KKTR 1.4301 S235J2+N / S355J2+N

KKTH 1.4401 S235J2+N / S355J2+N

NRdd VRdd

[kN]

14,6 16,3

14,6 16,3

14,6 16,3

14,6 16,3

26,0 28,7

K40-1 K30-2

VRd NRd1 NRd2 TRd MRd VRd NRd1 NRd2 TRd MRd

[kN] [kNm] [kN] [kNm]

99,2 55,0 20,0 10,4 6,2 78,0 41,0 14,9 7,7 4,6

K40-1 K30-2

VRd TRd VRd TRd

[kN] [kNm] [kN] [kNm]

99,2 10,4 78,0 7,7

ø

30Hc/c

KKT 50 - KKT 80

H

ø

30c/c

KKT 100

50

100

Ø16

333170

125

50 80

125

Ø16

334

170

100

125

KKT 50/100 angle bar for upper corner of beam

KKJ 50/100 “fl exible” angle bar for upper corner of beam


KKT fastening angle bar

APPROVALS:BY230 Finland,AT-15-5256/2002 Poland,POCC FI.C∏19.H00289 Russia

KKT; for load bearing corner fastening


Non stainless models available as painted or hot dip galvanized.

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HPM JA PPMPULTIT

Betoniyhdistyksen käyttöseloste nro 244Korvaa esitteen 8/2002 • Väli 2, 9/2007

PILARIKENGÄTHPKM, PPKM, PEC, PKKM

Betoniyhdistyksen käyttöselosteet nro 219, 206, 224Korvaa esitteen 11/2006 • Väli 2, 9/2007

2. BOLTS, COLUMN SHOES

HPKM column shoes

PPKM column shoes

COLUMN-BOLT JOINTColumn shoes are fastening items which allow moment stiff extensions and connections between prefabricated columns and for example foundations.

All forces on the column are transferred with column shoes and bolts to the bearing structure, for example to the foundation.

Component column is possible to set at the correct height level and vertical position. The joint between column base and structure below should be grout as soon as possible after instal-lation. After that the connection parts and grouting will work as reinforced concrete structure. The above structures may not be installed before the con-nection joints are cast and hardened.

With the help of HPKM column shoes, moment stiff joints can be made.The light weight of the HPKM makes the handling and installation easy and fast.

With the help of PPKM column shoes, very high capacity for the moment stiff column joints can be made.

PEC column shoes

Easy handling, lightness and high capacities are combined in PEC column shoes.

PPM anchor bolts

PPM/P bolts are used as overlapping bolts in columns and as basic bolts. The main reinforcement of the basic bolt is attached to reinforcement of the column with an overlap.

PPM/L bolts are used as a basic bolts and anchor bolts in founda-tions.

HPM anchor bolts

HPM/P ribbed bar bolts are used as overlapping bolts in pre-cast columns and as foundation bolts.

HPM/L are also used as anchor bolts in foundations, and they are suitable for bolt joints at the top of concrete beams or on sides of columns.

The number of column shoes in the column depends on the dimensions of the column, forces on the column, concrete grade and type of column shoe used. Usually four col-umn shoes are enough to create a moment stiff connection.

The capacities of the joints are defi ned by the bolt being used.

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Column shoe and bolt usedETA K40-1 K40-2

NRd [kN]

HPKM 16 HPM 16 61.7 71.3 65.4

HPKM 20 HPM 20 96.3 111.3 102.0

HPKM 24 HPM 24 138.7 160.4 147.0

HPKM 30 HPM 30 220.4 255.0 233.7

HPKM 39 HPM 39 383.4 443.6 406.6

PPKM 36 PPM 36 435.7 519.9 476.6

PPKM 39 PPM 39 520.5 621.1 569.3

PPKM 45 PPM 45 696.5 831.1 761.8

PPKM 52 PPM 52 937.6 1118.7 1025.5

PEC 24 PPM 22 161.6 212.1 194.4

PEC 30 PPM 27 244.8 321.3 294.5

PEC 36 PPM 36 435.7 519.9 476.6

PKKM 36 PPM 36 435.7 519.9 476.6

PKKM 45 PPM 45 696.5 831.1 761.8

PKKM 52 PPM 52 937.6 1118.7 1025.5

The given capacities are according to EC2 and Finnish regulations.

CORNER CASTING BOX MIDDLE CASTING BOX

HPKM 16

CBOX

HPKM 20

CBOX

HPKM 24

CBOX

HPKM 30

CBOX

HPKM 39

CBOX

PEC 30

CBOX

PEC 36

CBOX

HPKM 16

MBOX

HPKM 20

MBOX

HPKM 24

MBOX

HPKM 30

MBOX

HPKM 39

MBOX

PEC 30

MBOX

PEC 36

MBOX

yellow blue grey green orange black red yellow blue grey green orange black red

thread M16 M20 M22 M24 M27 M30 M36 M39 M45 M52

wrench 24 30 34 36 41 46 55 60 70 80

2x50x100 3x50x100 5x50x100 8x50x100 10x50x100 15x50x100

2x100x100 3x100x100 5x100x100 8x100x100 10x100x100 15x100x100

ETA K40-1 K40-2

NRd [kN]

61.7 71.3 65.4

96.3 111.3 102.0

138.7 160.4 147.0

220.4 255.0 233.7

383.4 443.6 406.6

435.7 519.9 476.6

520.5 621.1 569.3

696.5 831.1 761.8

937.6 1118.7 1025.5

161.6 212.1 194.4

244.8 321.3 294.5

435.7 519.9 476.6

435.7 519.9 476.6

696.5 831.1 761.8

937.6 1118.7 1025.5

Capacities of column connection

Wrench size

Casting box

Installation parts

Standard installation parts direct from storage.

14

B C E H t Ø weight color

[mm] [kg]

HPKM 16 85 75 50 740 15 27 2,1 yellow

HPKM 20 95 80 50 835 20 30 3,5 blue

HPKM 24 105 85 50 1040 30 35 6,1 grey

HPKM 30 120 90 50 1310 45 40 12,3 green

HPKM 39 150 110 60 1775 50 55 23,3 orange


[mm] [kg]

PPKM 36 130 105 50 1890 40 50 37,8 red

PPKM 39 130 115 60 2020 40 55 45,6 brown

PPKM 45 130 123 60 2230 50 60 61,2 violet

PPKM 52 150 131 60 2560 60 70 95,2 white

plates (≤ 15 mm) plates (> 15 mm) ribbed bars

S355J0 S355J2+N A500HW


[mm] [kg]

PEC 24 105 90 50 1140 30 35 10,4 light blue

PEC 30 130 105 50 1430 45 45 19,0 black

PEC 36 170 115 60 1855 50 55 30,0 red

t

H

B

CøE

Bt

H

Eø C

t B

H

C

Eø

HPKM column shoes

PPKM column shoes

APPROVALS:BY219 Finland,AT-15-5061/2001 Poland,POCC FI.C∏19.H00289 Russia

HPKM column shoes are also available welded in circular bottom plate. Four column shoes / bottom plate. Sizes Ø280, Ø380 and Ø480.

Materials HPKM, PEC and PPKM

APPROVALS:BY206 Finland, S/N 020363 GermanyPOCC FI.C∏19.H00289 Russia

Capacities on page 13.



APPROVALS:BY219 Finland,S/N 070017 Germany,AT-15-5061/2001 Poland,POCC FI.C∏19.H00289 Russia

PEC column shoes

15

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Bo

lts,

co

lum

n s

ho

es

L A Ø washer NRd weight

[mm] [kN] [kg]

HPM 16L 280 140 16 ø 38-6 61,7 0,9

HPM 16P 810 140 16 ø 38-6 61,7 1,7

HPM 20L 350 140 20 ø 46-6 96,3 1,4

HPM 20P 1000 140 20 ø 46-6 96,3 2,9

HPM 24L 430 170 25 ø 56-6 138,7 2,1

HPM 24P 1160 170 25 ø 56-6 138,7 4,9

HPM 30L 500 190 32 ø 65-8 220,4 4,4

HPM 30P 1420 190 32 ø 65-8 220,4 9,4

HPM 39L 700 200 40 ø 90-10 383,4 9,0

HPM 39P 2000 200 40 ø 90-10 383,4 21,1

L A Ø washer NRd weight

[mm] [kN] [kg]

PPM 22L 510 160 2ø20 ø 56-6 161,6 3,2

PPM 22P 1190 160 2ø20 ø 56-6 161,6 6,0

PPM 27L 650 170 2ø25 ø 65-8 244,8 5,7

PPM 27P 1415 170 2ø25 ø 65-8 244,8 11,5

PPM 30L 670 190 2ø25 ø 65-8 299,2 6,2

PPM 30P 1705 190 2ø25 ø 65-8 299,2 14,1

PPM 36L 740 190 4ø20 ø 80-8 435,7 9,4

PPM 36P 1450 190 4ø20 ø 80-8 435,7 15,7

PPM 39L 880 190 3ø25 ø 90-10 520,5 12,6

PPM 39P 1815 190 3ø25 ø 90-10 520,5 23,5

PPM 45L 980 220 4ø25 ø 100-10 696,5 18,2

PPM 45P 1825 220 4ø25 ø 100-10 696,5 31,1

PPM 52L 1140 250 4ø32 ø 100-12 937,6 32,3

PPM 52P 1930 250 4ø32 ø 100-12 937,6 50,0

PPM 60L 1330 310 4ø32 ø 115-15 1259,7 41,9

PPM 60P 2490 310 4ø32 ø 115-15 1259,7 70,9

ribbed bars A500HW / BSt500S

washers S355J0

nuts property class 8

thread bar imacro M

ribbed bars A500HW

washers S355J0

nuts property class 8

NRd

[kN]

61,7

61,7

96,3

96,3

138,7

138,7

220,4

220,4

383,4

383,4

NRd

[kN]

161,6

161,6

244,8

244,8

299,2

299,2

435,7

435,7

520,5

520,5

696,5

696,5

937,6

937,6

1259,7

1259,7

L

A

ø

HPM L

A

L

ø

HPM P

Lø

A

PPM L

Lø

A

PPM P

APPROVALS:HPM L:ETA-02/0006,BY244 Finland,AT-15-5060/2001 Poland,POCC FI.C∏19.H00289 Russia

HPM P:BY244 Finland,AT-15-5060/2001 Poland,POCC FI.C∏19.H00289 Russia

APPROVALS:PPM L:BY244 Finland,Z-21.5-1706 Germany,AT-15-5060/2001 Poland,POCC FI.C∏19.H00289 Russia

PPM P:BY244 Finland,AT-15-5060/2001 Poland,POCC FI.C∏19.H00289 Russia

PPM bolts also available as hot-dip galvanized.

HPM bolts also available as hot-dip galvanized.

HPM anchor bolts

PPM anchor bolts

Materials of HPM

Materials of PPM

16

H B L t h Ø b a weight color

[mm] [kg]

PSK 16 580 80 141 30 80 2x16 36 76 4,4 yellow

PSK 20 850 90 146 35 90 2x16 40 80 6,1 blue

PSK 24 960 120 166 35 100 2x20 44 84 10,1 grey

PSK 30 1170 120 185 45 120 2x25 50 90 16,8 green

PSK 36 1755 150 212 60 130 2x32 56 96 36,2 red

PSK 45 1940 180 252 80 160 4x32 65 105 75,8 violet

PSK 52 2520 200 288 80 185 4x32 72 112 102,3 white

plates (≤ 15 mm) plates (> 15 mm) box ribbed bars

S355J0 S355J2+N S235JR A500HW

H L B t E Ø K weight

[mm] [kg]

PKKM 36 1912 245 130 60 50 50 130 40,3

PKKM 45 2380 250 180 60 60 60 140 72

PKKM 52 2900 280 210 80 60 70 150 115,1

bottom plate box ribbed bars

S355J2+N S235JR A500HW

t

H

h

ø

L

a bB

H

K

L

B

E

ø

t

PKKM middle shoes

SPECIAL COLUMN SHOES PSK wall shoePSK wall shoes are designed for tension splicing of wall-like precast elements. Wall shoes are used in e.g. buildings stiffening walls.

The loads are transferred from wall to load bearing structures with the help of wall shoes and anchoring bolts.

Wall shoes are used with HPM and PPM anchoring bolts. With wall shoes PSK AL -washers must be used.



APPROVALS:BY273 Finland, S/N 020505 GermanyAT-15-5395/2002 PolandPOCC FI.C∏19.H00289 Russia

APPROVALS:BY224 Finland

PSK wall shoes

Materials of PSK

Materials of PKKM

PKKM middle shoeMiddle shoes can be used on the sides of wall-like columns.

PSK SEINÄKENKÄ


17

www.peikko.com

Bo

lts,

co

lum

n s

ho

es

standard sizes

180/180 280/280 380/380

PPK 16 - - -

PPK 20 - - -

PPK 22 - - -

PPK 24 X X -

PPK 27 - - -

PPK 30 - X X

PPK 36 - - X

PPK 39 - - -

PPK 45 - - -

PPK 52 - - -Beam shoesRBC Peikko beam shoes are fixing elements for the connection of beams and columns. The connection system consists of two components:

• anchor bolts, which are based in the precast column are installed.

• RBC beam shoes are fitted in the beam.

The marking of the beam shoes reveals information about their subsequent position:

The RBC_T (Top) is mounted in the upper corners of the beam.RBC_DL (Down-Left) is situated bottom left, RBC_DR (Down-Right) is installed on the right bottom side of the beam.

The installation of Peikko RBC beam shoes enables semi-rigid connection, by simply mounting the precast beam with the precast column, already supporting during the installation.

The load transfer in the precast support Peikko achieved with anchor bolts in accordance with existing standards and approvals in the EU.

beam shoe anchor bolts max. load

NRd

RBC 16 HPM 16 61,7

RBC 20 HPM 20 96,3

RBC 24 HPM 24 138,7

RBC 30 HPM 30 220,4

RBC 36 PPM 36 436,0

RBC 45 PPM 45 697,0

RBC 52 PPM 52 937,0

Workstoff Norm

bottom plate S355J2G3 DIN-EN 10025

casting box S235J2G3 DIN-EN 10025

connection reinforcement BSt 500S DIN 488

PPK installation frame

INSTALLATION FRAMEAssembling the bolts as boltgroubs can be made with the help of PPK installation frames.

Correct c/c distances and vertical straightness of the bolts can be ensured by using the PPK installation frame. Centerlines have been marked to the installation frame to help the positioning of the bolt group. Installation frames can be re-used c/c dimensions and thread sizes are suitable for the use.

Other sizes manufac-tured by order.

18

PCs KONSOLI

Betoniyhdistyksen käyttöseloste nro 276 Korvaa esitteen 5/2006 • Väli 3, X/2008

3. CORBELS, HANGERS

Light corbel systemCORBEL SYSTEMSPCs corbel systemPCs corbel system is designed to support steel, composite and reinforced concrete beams to reinforced concrete columns and walls.

Light corbel systemLight corbel system can be used in e.g. supporting exterior wall, intermediate landing and balcony elements. Elements can be supported from in-situ cast or element frame.

System parts:

- corbel box- corbel fl at steel- support part for wall element - or support for fl oor slabs

(KL 120/190 pictured)

PCs corbel system

Connection consists of: - A column part and corbel parts- A link in beam’s end plate

(PC 3-H pictured)

Light corbel in sandwich-element (above) support and in intermediate landing (below).

19

www.peikko.com

Co

rbel

s, h

ang

ers

L B H weight

[mm] [kg]

K120 120 60 130 2,2

K190 190 60 153 3,7

K120PUR 120 140 146 4,4

Surface treatment options: paint / hot dip galvanized

L B H H2 weight

[mm] [kg]

KS120 80 100 90 80 1,6

KS190 80 120 110 80 1,9

(includes bolt, nut and two washers), always hot dip galvanized

L B B2 H weight

[mm] [kg]

KL120/190 567 158 170 200 6,0

Surface treatment options: paint / hot dip galvanized

L B H weight

[mm] [kg]

KA120 236 12 90 2,1

KA190 304 16 110 4,5

plates (≤ 6 mm) plates (> 6 mm)flat steel / square

sectionribbed bars

S235JR S355J0+N S355J0+N A500HW

in KS also neoprenes

H

L B

L

H2

H

B

L

BB2

H

H

L B

Light corbel K (corbel box)

Light corbel KS (for wall element)

Light corbel KL 120/190 (for floor slab)

Remember also square sections!Square section 120 12x12x115 HDG Square section 190 16x16x185 HDG

Materials of light corbel system


LIGHT CORBEL SYSTEM

Light corbel KA (corbel piece)

Always hot dip galvanized

20

340

d=280

APPROVALS:BY276 Finland, POCC FI.C∏19.H00289 Russia


PCs corbel

PC beam shoe

PCs CORBEL SYSTEMPCs corbelThere are several types of corbels:• PCs basic model • PCs UP for column’s upper end • both before mentioned also double sided• all before mentioned with LOCK-corbel parts

PC beam shoeThere are two types of beam shoes:• PC – L for beams with low fl ange (fl ange’s

height < 60 mm) (e.g. PC 3-L)• PC – H for beams with high fl ange (fl ange’s

height ≥ 60 mm) (e.g. PC 3-H)

The beam shoe type differs in height. Type –L fi ts better low beams with steel fl ange and type –H fi ts better beams with concrete fl ange. In the case of a beam without a fl ange the shoe type and its location must be considered separately.

PCs UP (left) andPCs (right).

PCs corbels also available double sided.

PC H beam shoe on the left and PC L on the right.

Installation of PCsThe column part is installed to the casting mould together with reinforcements.

The corbel parts (a corbel plate, washers and bolts) are attached to the column after the element has been cast.

A link has to be made to the end plate of steel or composite beam for the corbel.

The beam is installed on the corbel by lowering the beam so that the corbel goes into the link in the beam’s end plate.

When using LOCK-corbel, the vertical thread bars should fi t through holes made for the LOCK-corbel in the beam’s top plate. Thread bars have to be long enough so that washers and nuts can be tightened properly after the beam is installed.

The whole height of the joint between the column, the beam and the space around the corbel parts is grouted at the same time as the joints of the slabs.

PCs 5-2 / d=280 UPLOCK 290 + LOCK 350

corbel’s load classdouble sided console (-2 /)

round column (d=)diameter / side length of column

model for negative support reaction (LOCK) and length of the vertical bar (see page 21)

Sections marked with blue, red and green are optional and independent from one another. Double-sided corbel is indicated with ”-2” followed by the diameter or side length of the column. In the case of a rectangularcolumn, “=d” is left off. If more than one LOCK-corbel part is needed (double-sided corbel), each is marked separately.

For example. pictured on right is PCs 3-2 / d=280 UP LOCK 340

How to form the product code for the PCs corbel

model for column’s to end (UP)

21

www.peikko.com

Co

rbel

s, h

ang

ers

plates (> 25 mm) plates (≤ 25 mm) ribbed bars screws washers

S355J2+N S355J0 A500HW property class 10.9 property class 10.9

thread H6 color

PCs 2 LOCK M16 31 red

PCs 3 LOCK M22 39 grey

PCs 5 LOCK M22 39 yellow

PCs 7 LOCK M22 39 green

PCs 10 LOCK M27 50 blue

PCs 15 LOCK M27 50 black

H1 L1 B1 H2 H3 L4 B2 d3 VRd TRd weight color


PCs 2 UP 155 76 60 210 397 125 116 16 220 8 12,2 red

PCs 3 UP 155 92 80 235 386 200 135 20 350 15 21,5 grey

PCs 5 UP 205 112 90 315 430 250 150 25 580 30 37,3 yellow

PCs 7 UP 225 112 110 350 423 210 212 32 715 55 57,3 green

PCs 10 UP 280 117 145 380 578 260 222 32 1015 75 84,5 blue

H1 L1 B1 H2 H3 L3 B2 d3 VRd TRd weight color


PCs 2 155 76 60 210 397 125 116 16 220 8 12,8 red

PCs 3 155 92 80 235 386 140 135 20 350 15 21,9 grey

PCs 5 205 112 90 315 430 150 150 25 580 30 38 yellow

PCs 7 225 112 110 350 423 145 212 32 715 55 58,4 green

PCs 10 280 117 145 380 578 160 222 32 1015 75 85,0 blue

PCs 15 280 122 220 380 578 260 282 32 1500 190 127,5 black

VRd TRd

[kN] [kNm]

220 8

350 15

580 30

715 55

1015 75

1500 190

VRd TRd

[kN] [kNm]

220 8

350 15

580 30

715 55

1015 75

B1

H2

H3

H3

t2

d3

H1

L1L3

B2

H2

H3

B1

t2

L4 L1

H1

d3

B2

100

L =

H6

Vud, neg

PCs corbel

PCs UP corbel

Materials of PCs ja PCs UP

• Lenght L must be given at the code of the console (see page 20)

• Lenght H6; see the PCs corbel manual• Vud,neg = 80 kN in all sizes of console

LOCK corbel parts

PCs corbel delivery includes column part, console plate, washer plate, nuts and HV -washers.

22

plates ribbed bars

PRK S355J0 A500HW

PRK stainless 1.4301 A500HW

PRK fully stainless 1.4301 B600KX

H1 H2 Ø weight

[mm] [kg]

PRK 200 200 162 12 (11) 13,5

PRK 265 265 162 12 (11) 15,3

PRK 320 320 282 12 (11) 17,3

plates ribbed bars

S355J0 A500HW

H1 B1 B2 L1 L4 t1 VRd weight color

[mm] [kN] [kg]

PC 3-L 270 150 150 110 1115 20 350 15,6 grey

PC 5-L 300 150 150 130 1175 25 580 23,7 yellow

PC 7-L 340 240 152 130 1270 25 715 35,0 green

PC 10-L 410 240 187 135 1290 25 1015 56,5 blue

H1 B1 B2 L1 L4 t1 VRd weight color

[mm] [kN] [kg]

PC 3-H 310 150 118 110 1115 20 350 16,1 grey

PC 5-H 340 150 128 130 1175 25 580 24,3 yellow

PC 7-H 380 240 152 130 1270 25 715 35,7 green

PC 10-H 450 240 187 135 1290 25 1015 59,6 blue

VRd

[kN]

350

580

715

1015

VRd

[kN]

350

580

715

1015

100

H1 H2

1190

300

Ø12

H1

t1

L1L4

B1

B2

PC 3-LPC 5-L

PC 7-LPC 10-L

B1

B2

H1

t1

L1L4

B1

B2

PC 3-HPC 5-H

B1

B2

PC 7-HPC 10-H

Ø weight

[kg]

PRK

PRK edge hanger for hollow core slabsWith the help of PRK edge hanger for hollow core slabs can e.g. balcony element be supported to hollow core slabs.

PC H beam shoe

PC L beam shoe

Materials of PC L beam shoe ja PC H beam shoe

Upcoming new sizes: PC 2-L and PC 15-L

Upcoming new sizes: PC 2-H and PC 15-H

Materials of PRK

23

www.peikko.com

Co

rbel

s, h

ang

ers

plates ribbed bars

S355J2+N A500HW

h1 h2 b1 b2 L2

[mm]

POK 150 150 150 120 100 130

POK 175 175 175 120 100 130

POK 200 200 200 120 100 130

POK 265 265 265 120 100 150

POK 320 320 320 140 100 150

POK 370 370 370 140 100 150

POK 200/370 200 370 140 100 150

POK 400 400 400 140 100 150

POK 500 500 500 140 100 150

L

h1 h2

b2

b1

L2

105

85

ø20

185

95150

70

POKONTELOLAATTAKANNAKE


POK slab hanger

POKPOK slab hanger for hollow core slabs has an L-shaped steel section, which is de-signed to to bear hollow core (HC) slab units around a fl oor opening.

In the erection stage, before grout-ing, POK slab hangers distribute loads from the supported HC slab to the units each side of it. After concreting the fl oor, the load from the HC slab is transferred by the POK slab hanger and also by the

Part weights 1,1 kg.

Material is S355J0 and it is hot dip galvanized.

APPROVALS::BY263 Finland, AT-15-5360/2002 Poland,POCC FI.C∏19.H00289 Russia

Peikkohanger

PEIKKOHANGERPeikkohanger is used in e.g. elevator shafts, stairways etc. Hanger acts as a fast support for handrails, working fl oors and riggers.

Capacity curves can be found at POK slab hanger’s manual.

Materials of POK

grouting joints between the units. POK hanger’s fi re resistance is up to 60 minutes. If higher fi re resist-ance ratings are needed, additional fi re protection has to be used.

Standard lengths (all models):

L=1200L=1800L=2400

24

520

210 21050

8020h

s

h lv

80

ts

ds

90120

50

hs ts h lv* dsVRd, assem-

bling**

[mm] [kN]

PBH 1 100 15 460 360 10 80

PBH 2 100 20 470 370 12 100

PBH 3 120 15 580 460 12 125

PBH 4 120 20 600 480 14 150

* lv can be adapted to constructive details and design

** In case hs ≤ 50 cm, VRd, assembling should be lowered according design values in PBH brochure

VRd, assem-

bling**

[kN]

80

100

125

150

PBH corbelPeikko PBH corbels are used to connect prefab TT elements to beams or to connect secondary to primary beams - without any additional and cost intensive concrete console. Usually special supports are not needed, either. During assembling time all loads can be conducted into the beam via the Peikko PBH corbel. In the fi nal state usually the capacity of the bearing area results from the concrete capacity (after the additinal reinforcement has been placed and the ad-ditional concrete ahas hardened) and the capacity of the PBH corbel.

All sizes, weights and capacities can be found as a printout in our PBH-brochure or as pdf-fi le on the website www.peikko.com

The capacity of the bearing-area results from the console’s capacity added to the capacity of the ferroconcrete-corbel.

Loads, which are added after the in-situ concrete has hardened must not exceed the values of VRd – VRd, assembling from the PHB-bruchure’s charts.

The advantages of the PBH corbel:• No consoles necessary at the beams• quick and easy formwork-process• Less reinforcement in the bearing-area

necessary• no notching of the beam• easier reinforcement• high capacities• legal security provided by the static certifi cation

of the LGA (Landesgewerbeanstalt Bayern), a public-law corporation based in Nuremberg, Germany

• easy dimensioning through Peikko capacity charts

• no additional support needed during assembling

PBH corbel

25

www.peikko.com

Co

rbel

s, h

ang

ers

26

internal bar external bar diagonal

PDM B500K B500K 1.4301

PD B500K B600KX 1.4301

PDR B600KX B600KX 1.4301

PPA B600KX B600KX B600KX

The material of the pin is B600KX

4. TIES

TIESTies are connecting reinforcement which allows the joining of sandwich panel’s concrete layers together.

PD diagonal tiesPD diagonal ties are designed to join sandwich panels concrete layers together in the height of the whole component.

PPA beam tiesBeam ties can be used in low structures e.g. door and window beams and also in low founda-tion elements.

Materials for ties

APPROVALS:BY265 Finland (ties), BY246 Finland (pin),POCC FI.C∏19.H00289 Russia

PPI connector pinPPI connector pins are used to join the concrete layers of the sadwich element together. The pins will not improve the compressive capacity of the load bear-ing concrete layer. Connector pin can be applied for example in styrox or urethane isolated element’s edges and openings.

Material is stainless ribbed bar B600KX.

27

www.peikko.com

Tie

s

H L Advisable insulation thickness

[mm]

PD 150 150 2400 90

PD 180 180 2400 120

PD 200 200 2400 140

PD 210 210 2400 150

PD 220 220 2400 160

PD 240** 240 2400 180

PD 260** 260 2400 200** = sold in 500 ties / pallet.

insulation thickness (installation angle) K25 K10

H perpendicular 45° angle Nk Nd Nk Nd

[mm] [kN]

PPI 170 170 80 - 7,0 3,5 3,8 1,9

PPI 190 190 100 - 7,0 3,5 3,8 1,9

PPI 210 210 120 - 7,0 3,5 3,8 1,9

PPI 230 230 140 80 7,0 3,5 3,8 1,9

PPI 250 250 160 100 7,0 3,5 3,8 1,9

H Advisable insulation thickness

[mm]

PPA 150 150 90

PPA 180 180 120

PPA 200 200 140

PPA 210 210 150

PPA 220 220 160

PPA 240 240 180

PPA 260 260 200

PPA 280 280 220

K25 K10

Nk Nd Nk Nd

[kN]

7,0 3,5 3,8 1,9

7,0 3,5 3,8 1,9

7,0 3,5 3,8 1,9

7,0 3,5 3,8 1,9

7,0 3,5 3,8 1,9

L

H

250

H

62

HØ4

So

ld in

fu

ll p

alle

ts, 7

50 t

ies

/ pal

let.

PPI connectorpin

So

ld in

fu

ll b

oxes

, 500

pcs

/ b

ox.

PPA beam tie

So

ld in

fu

ll p

alle

ts, 5

00 t

ies

/ pal

let.

PD diagonal tie


28

L1 L2 C Ø c/c B

[mm]

TSA 8/150/42 380 380 - 8 150 42

TSA 8/300/42 380 380 - 8 300 42

TSA 10/150/42 480 480 - 10 150 42

TSA 10/300/42 480 480 - 10 300 42

TSA and TSK 8/150/95 120 400 62 8 150 95

TSA and TSK 8/300/95 120 400 62 8 300 95

TSA and TSK 8/150/120 120 400 80 8 150 120

TSA and TSK 8/300/120 120 400 80 8 300 120

TSA and TSK 10/150/120 140 500 80 10 150 120

TSA and TSK 10/300/120 140 500 80 10 300 120

TSA and TSK 8/150/150 120 400 110 8 150 150

TSA and TSK 8/300/150 120 400 110 8 300 150

TSA and TSK 10/150/150 140 500 110 10 150 150

TSA and TSK 10/300/150 140 500 110 10 300 150

L=2400 in all models

40

B

c/c

ø

TSA xx/xxx/42

L2

C

40

B

ø

c/c

TSA xx/xxx/xxx

L1

øc/c

TSK xx/xxx/xxx

C

40B

L2

TS TYÖSAUMARAUDOITE

Korvaa esitteen 5/2001 • Väli 5, 11/2006

5. REINFORCEMENT PRODUCTS

Bended joint reinforcement

We also manufacture bended joint reinforcements that goes in wall consoles.

More information from our sales department.

TS joint reinforcement

TS JOIN T REINFORCEMENTTS joint reinforcement is a reinforcement block manufactured from zinc-coated sheet metal box and ribbed bars. It can be used for example in in-situ casted joints.

29

www.peikko.com

Rei

nfo

rcem

ent

pro

du

cts

Concrete grade

loop distribution c/c [mm]

250 300 350 400 450 500 550 600 650 700 750

K30 114,9 107,4 92,5 81,3 72,7 65,7 60,0 55,3 51,3 47,8 44,9

K35 124,1 116,0 99,9 87,9 78,5 71,0 64,8 59,7 55,4 51,7 48,5

K40 132,7 124,0 106,8 93,9 83,9 75,9 69,3 63,8 59,2 55,2 51,8

K45 140,8 131,5 113,3 99,6 89,0 80,5 73,5 67,7 62,8 58,6 54,9

L1 L2 B H SL Ø

[mm]

PVL 80 160 212 50 20 80 6

PVL 100 160 212 50 20 100 6

PVL 120 190 212 50 20 120 6

loop distribution c/c [mm]

250 300 350 400 450 500 550 600 650 700 750

114,9 107,4 92,5 81,3 72,7 65,7 60,0 55,3 51,3 47,8 44,9

124,1 116,0 99,9 87,9 78,5 71,0 64,8 59,7 55,4 51,7 48,5

132,7 124,0 106,8 93,9 83,9 75,9 69,3 63,8 59,2 55,2 51,8

140,8 131,5 113,3 99,6 89,0 80,5 73,5 67,7 62,8 58,6 54,9

L2B

SL

H

L1

PVL CONNECTING LOOPPVL connecting loop is made of high strenght wire cable and galvanized sheet metal box. It can be used e.g. in conrete wall elements with vertical casting joints.

PVL connecting loop transfers shearing forces direct-ed to casting joint with the wire cable and concrete dovel from one component to the other.


Capacity value for shearing force [kN/m]

PVL connecting loop

30

Item name

EFS M8x40

EFS M10x15

EFS M12x70

EFS M16x80

Item name

EFS-NP M12x70

EFS-NP M16x100

Item name

EFS-B M16x80

EFS-B M20x95

Item name

EFS-BNP M16x80

EFS-BNP M20x95

Galvanized, M thread size x part lenght

Item name

WFS M6x35

WFS M8x40

WFS M10x40

WFS M10x50

WFS M12x60

WFS M12x70

Item name

WFS-NP M6X35

WFS-NP M8X40

WFS-NP M10X40

WFS-NP M10X50

WFS-NP M12X60

l hs dh weight

[mm] [kg]

HFS M12x50 50 41 40 0,1

HFS M12x70 70 61 40 0,1

HFS M16x50 50 39 50 0,2

HFS M16x90 90 79 50 0,2

lhs

dh


EFS-B eye fixing socket + bolt

Sold in 50 pcs / bag



HFS fixing anchor


Fixing anchorsFixing anchors are fixing parts with female thread that can be used for temporary and permanent fixings.

EFS eye fixing socket EFS-NP eye fixing socket + nail plate

EFS-BNP eye fix. socket + bolt + np.

WFS wavy end fixing socket


WFS wavy end fixing socket


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L1 L2 Ø c/c material weight/pcs pcs/

[mm] [kg] bundle

5-150, 5000x2350 5000 2350 5 150 B500K 24,62 40

5-150, 4000x2920 4000 2920 5 150 B500K 24,46 40

5-200, 5000x2350 5000 2350 5 200 B500K 18,29 40

6-150, 5000x2350 5000 2350 6 150 B500K 35,50 40

6-200, 5000x2350 5000 2350 6 200 B500K 26,36 40

8-150, 5000x2350 5000 2350 8 150 B500K 63,16 25

8-200, 5000x2350 5000 2350 8 200 B500K 46,91 25

10-150, 5000x2350 5000 2350 10 150 B500K 98,66 15

10-200, 5000x2350 5000 2350 10 200 B500K 73,27 20

4-150 4000x2920 4000 2920 4 150 B600KX 15,88 50

5-150 4000x2920 4000 2920 5 150 B600KX 24,46 40

7-150 5000x2350 5000 2350 7 150 B600KX 48,30 25

Øavailable lengths

[mm]

4,0 4000

5,0 4000 and 6000

7,0 6000 and 12000

9,0 6000 and 12000

ØAnnealed and fixed, soft

[mm]

0,9 wire tie L=300, 350 and 400 mm

4,0 coil, 25 kg / coil and 10 kg / coil

4,0 mason’s clamp L=350, 400, 450, 500 and 600 mm

10,0 L=4000 (std. bundle 250 kg)

12,0 L=4000 (std. bundle 250 kg)

16,0 L=6000 (std. bundle 500 kg)

20,0 L=4000 and 6000

25,0 L=4000 and 6000

L2

c/c

ø

c/c

L1

Meshes

stainless

stainless

stainless

Mesh

We make to order also stainless special meshes. Diameters: Ø4, Ø5, Ø7 and Ø9

Stainless ribbed and round bars

Hot rolled stainless ribbed bars from storage: Ø16, Ø20, Ø25, Ø32 and Ø40. Also ribbed and round bars cut for fixed sizes.

Stainless round bar 1.4301

Stainless ribbed bar B600KX

Stainless rebar coil

Stainless rebar coils available in the following sizes: Ø5, Ø7, Ø9 and Ø11.

Reinforcement meshes and stainless rebarReinforcement meshes can be used as reinforce-ments in floors and building facings.

Stainless rebar and meshes long-lasting reinforce-ments for exterior structures.

Marking of rebar

Marking in rebar manufactured by Peikko (6+6+2)

32

PSB punching reinforcementPSB elements are used as punching reinforcement. The elements consists of double headed ribbed bar studs welded to a spacer bar. Elements are preferably put in from the top after laying the fl at slab reinforcement. PSB elements are supplied as standard elements, which are available off stock or in short delay, and as complete elements, which are manufactured to measure on demand. The standard options are 2 stud and 3 stud elements which can be combined to form 4-, 5-, 6 stud assemblies etc. The symmetrical arrangement of the PSB studs on each element guarantees correct installation.

Advantages:

• planar ground fl oor• low slab thickness• applicable from 180 mm slab thickness• easy and time-saving installation• reduced mould consumption• increase of the bearing capacity• short delivery time• custom made demands

Type PSB-U: installation from the bottomIt is possible to install the PSB elements from the bottom, before placing the reinforcement of the slab. In this case the type PSB-U guarantees a secure posi-tion on the slab mould, because of the two installa-tion bars, which are fastened on its bottom.

For more information please contact our technical support.

PSB is made of BSt500S

APPROVALS:

WR-Z-070705 Austria,060-025271 Czech,Z-15.1-201 Germany,PSE-EME Hungary

PSB

The complete PSB elements are designed with 3 and more double headed ribbed anchors welded to a spacer bar at individual spacings on demand. Complete elements are ideal for the installation from “below”; i.e. the elements are placed on the formwork by special spacers. The lower and upper reinforcements are then put into position.

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Concentrated support of slabs without enlarged column headsSteel concrete flat slabs without beams and without enlarged column heads are regarded as economical construction and provide good conditions for an optimum use of space and an easy installation of additional devices.

The solution: PSB PUNCHING REINFORCEMENTThe PSB punching reinforcement consists of double head studs (BSt500S) with forged heads. An assembly bar on which the stud heads are welded combines the single studs to form punching elements.

Inserted from the topThe PSB punching reinforcement elements are preferably inserted from the top after laying the reinforcement. Adjustments of the position can be made without any problems.

The problem: Load distribution around the columnsThe load concentration around the columns generally leads to high shear loads which are not allowed according to DIN 1045-1.

Punching of the column head

UneconomicTo avoid punching the choice is often uneconomic and inconvenient solutions such as for example.

Enlargement of the column heads (above) and increase of the slab thickness (below).

These measures reduce the usable floor heights and thus the use of the construction is restricted.

How to orderPSB - 14 / 265 - 3 / 552 ( 130 / 130 / 195 / 97 )

TypeAnchor Ø[mm]Anchor height [mm]Anchor per elementtot.lenght of the element [mm]Distance of the support edge/angleDistance 1. AnchorDistance 2. Anchor...Distance last Anchor — dip end

34

MODIX SM – Standard Muffs SM A+BFor connection of rebars with equal diameter.Other rebar must be able to rotate free.

MODIX PM – “Positions Muff”Connection part for rebars which are both fi xed to reinforcement. Rebars can be bent or straight. Rebars must be axially in line.

MODIX RM – “Reduction Muff”For the connection of rebars with different diameters. Other rebar must be able to rotate free.

MODIX KM – “Kombination Muff”For fastening the female coupler to structures with metric screw. KM ring is installed be-tween the muff and the screw.

MODIX EM – “End anchoring Muff”Part for anchoring the coupled rebar to con-crete without using a hook.

MODIX AM – “A weldable Muff”AM muff can be welded to structures to fasten the coupled rebar.

MODIX rebar splicing systemIn structures which have heavy reinforcement with small center to center distances, splicing rebars are wasting valuable space from concrete. In concreting joints, continuing the reinforcement can be dif-fi cult through the formwork, and creating rigid column to beam connections is complex with continu-ous reinforcement. These problems can be solved by using industrially made and approved end to end threaded connections. Peikko® MODIX system is a state of the art rebar coupling system. Check the Approval status and supplier network from local sales.

Peikko® MODIX rebar splicing systems is available for rebar sizes d12 - d32. System consists of female and male thread muffs and connectors. Due to unique design installation does not require special tools to ensure proper tightness of the connection - normal pipe wrenches will do the work just fi ne. Various lengths and bendings available upon order.

Muff types

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MODIX size (d) [mm]

colorProtective cap with thread for A muff

Protective plug B muff Plastic installation plateMagnetic installation

plate

10 orange

12 yellow

14 blue

16 white

20 grey

25 red

28 black

32 brown

Delivery: With muff With muff By order By order

Accessories

36

JENKA socket anchor lifting systemJENKA product range consists of various Rd-threaded socket anchors with capacities from 500 kg to 12,5 tons, threaded lifting loops and various accessories.

JENKA -anchors are suitable also for narrow and thin structures. WAS and WAL are for re-duced anchoring depth, SRA for narrow struc-tures and CSA to arrange bonding with sepa-rate rebar. JENKA anchors are delivered with zinc plated sockets and plain rebars.

Contact local sales for more detailed informa-tion.

CSA crosshole socket anchor

BSA bolt socket anchor ESA eye socket anchor

PSA plate socket anchor

Item name: CSA Rd thread size (d)

Item name: BSA Rd thread size

Item name: ESA Rd thread size

Item name: PSA Rd thread size

Item nameLoad class

[kg]Length [mm]

CSA 12 500 40

CSA 14 800 47

CSA 16 1200 55

CSA 18 1600 65

CSA 20 2000 67

CSA 24 2500 77

CSA 30 4000 105

CSA 36 6300 125

CSA 42 8000 145

CSA 52 12500 195

Item nameLoad class

[kg]Length [mm]

BSA 12 500 60

BSA 14 800 70

BSA 16 1200 80

BSA 18 1600 90

BSA 20 2000 100

BSA 24 2500 115

BSA 30 4000 150

Item nameLoad class

[kg]Length [mm]

ESA 12 500 60

ESA 14 800 70

ESA 16 1200 77

ESA 18 1600 85

ESA 20 2000 92

ESA 24 2500 105

Item nameLoad class

[kg]Length [mm]

PSA 12 500 30

PSA 14 800 33

PSA 16 1200 35

PSA 18 1600 44

PSA 20 2000 47

PSA 24 2500 54

PSA 30 4000 72

PSA 36 6300 84

PSA 42 8000 98

PSA 52 12500 117

d

6. LIFTING SYSTEMS

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Item name Load class [kg]

SRA 12X195 500

SRA 14X235 800

SRA 16X275 1200

SRA 18X305 1600

SRA 20X360 2000

SRA 24X400 2500

SRA 30X505 4000

SRA 36X690 6300

SRA 42X840 8000

SRA 52X950 12500


WAS 12X105 500

WAS 14X130 800

WAS 16X165 1200

WAS 18X175 1600

WAS 20X195 2000

WAS 24X240 2500

WAS 30X300 4000

WAS 36X380 6300

WAS 42X450 8000


TF 12X100 500

TF 12X150 500

TF 14X105 800

TF 14X155 800

TF 16X130 1200

TF 16X175 1200

TF 18X150 1600

TF 18X225 1600

TF 20X185 2000

TF 20X250 2000

TF 24X200 2500

TF 24X275 2500

TF 30X275 4000

TF 30X350 4000

TF 36X335 6300

TF 36X450 6300

TF 42X385 8000

TF 42X500 8000

TF 52X550 12500

TF 52X700 12500


WAL 12X135 500

WAL 14X170 800

WAL 16X215 1200

WAL 18X235 1600

WAL 20X270 2000

WAL 24X350 2500

WAL 30X450 4000

WAL 36X570 6300

WAL 42X620 8000

WAL 52X880 12500

Rd thread size

Load class [kg]

12 500

14 800

16 1200

18 1600

20 2000

24 2500

30 4000

36 6300

42 8000

52 12500

d

h

SRA straight rebar anchor

WAS short wawytail anchor TF “Trollfoot”

WAL long wawytail anchor

d

h

Item name: SRA Rd thread size (d) x length (h) [mm]

Item name: WAS Rd thread size (d) x length (h) [mm]

Item name: TF Rd thread size (d) x length [mm]

Item name: WAL Rd thread size (d) x length (h) [mm]

TLL threaded lifting loopMax. lifting agle 45°. Available in sizes TLL 12 - TLL 52. Rd thread.

JL “JENKA lifter”Only to be used with NPP mould fi xing. Avail-able in sizes JL 12 - JL 52. Rd thread.

TLL and JL lifting devices are com-patible with JENKA and PLA anchors.

Lifting devices (JENKA, PLA)

38

inner thread coupler ribbed bar

1.4301 / 1.4305 A500HW / Bst500S

D Rd ds dt e h K20 weight

[mm] Fperm [kN] [kg]

PLA 20 30 20 20 58 35 140 20 0,3

PLA 24 35 24 20 58 43 150 25 0,4

PLA 30 40 30 25 72 56 200 40 0,6

PLA 36 50 36 32 96 68 250 63 1,3Fperm = permissible load

K20

Fperm [kN]

20

25

40

63

RdD

e

hds

dt

CPP Plastic cap For JENKA and PLA anchors. Concrete grey color, no threads, is pressed down. Available in sizes CPP 12 - CPP 52. Sold in 100 pcs packages.

JID JENKA identifi cation ring For JENKA anchors. Colour-coded plastic ring with the defi nition of load class. Remains visible in the element. Available in sizes JID 12 - JID 52. Sold in 100 pcs packages.

JFR JENKA fi xing ring Similar to JID, but has clips for reinforcement. Plastic, colour-coded. Available in sizes JFR 12 - JFR 52.

Other supplies (JENKA, PLA)Installation fi xings (JENKA, PLA)

Installation fi xings for wood and metal moulds

NPP plastic nail plateFixed by nailing trough the plate into the mould. Compatible with JL “JENKA lifter”. Available in sizes NPP 12 - NPP 52 (Rd).

NNP narrow nail plateFixed by nailing trough the plate into the mould. Material: plastic. Available in thread sizes M12 - M52 (M thread).

NPM magnetic holderFastens with magnet. Available in sizes NPM 12 - NPM 42 (Rd).

PLA lifting anchorPLA lifting anchors are lifting parts for lifting balcony slabs from stainless thread. The lifting is done by Rd threaded lifting loop or lifting device. Inner thread is anchored to concrete with the help of headed stud.

After installing the element the lifting anchor needs no mortar fi lling. Hole can be blocked by plastic cap.

See lifting devices on page 37.

Note: Anchors’ load groups/classes refer to anchor’s steel tensile strength. Capacity marked to the anchor is the Safe Working Load with safety factor 3 for the steel part only. Anchor’s actual capacity and safe working load when installed into concrete must be checked from user instructions available from local sales.

PLA lifting anchor


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ribbed bar tube pin

B600KX 1.4301 1.4301 / B600KX

fl at steel ribbed bar

1.4301 1.4301

H a c ø K40-1* weight


RRPr 2 440 10 30 11 3,5 1,0

RRPr 4 550 15 40 16 10,0 2,4

* = design strenght of concrete Fperm = permissible load

L Ø Fperm weight

[mm] [kN] [kg]

PNLF 1 600 1 Ø 7 11,7 1,0

PNLF 2 770 1 Ø 9 19,3 1,5

PNLF 3 940 1 Ø 11 28,8 2,3

PNLF 4 920 2 Ø 9 32,8 3,2

PNLF 5 1120 2 Ø 11 48,2 5,3

PNLF 6 1350 3 Ø 11 72,0 8,7

Fperm = permissible load

K40-1*

Fperm [kN]

3,5

10,0

Fperm

[kN]

11,7

19,3

28,8

32,8

48,2

72,0

øL

c

H

ø

a

PNLF lifting anchorPNLF is designed for lifting anchors of sandwich elements. PNLF is fully stainless.

PNLF lifting anchor

RRPr column’s lifting partRRPr is stainless steel part for lifting columns. It is specially for fl oor height’s balcony columns.

RRPr is used for lifting up (from horizontal position) and placing smaller columns. The part is left to the column after installation. It acts transversal anchor for balcony slab.

RRPr column’s lifting part


40

Item name Load class [tons] Unit weight [kg]

KKL 13 1,3 0.9

KKL 25 2,0 -2,5 1.5

KKL 50 4,0 - 5,0 3.2

KKL 100 7,5 - 10 9.4

KKL 200 20 20.0

KKL 320 32 45.5

Item name for load class color

KRC 13 1,3 blue

KRC 25 2,0 -2,5 yellow

KRC 50 4,0 - 5,0 blue

KRC 75 7,5 red

KRC 100 10 yellow

KRC 150 15 grey

KRC 200 20 black

KRC 320 32 grey

Item name Load class [tons] Length h [mm]

KK 1,3 1,3 40-240

KK 2,5 2,5 45-280

KK 4,0 4,0 75-420

KK 5,0 5,0 65-480

KK 7,5 7,5 95-680

KK 10 10 115-680

KK 15 15 140-840

KK 20 20 200-1000

KK 32 32 200-1200

Item name for load class

KFS 13 1,3

KFS 25 2,0 -2,5

KFS 50 4,0 - 5,0

KFS 75 7,5

KFS 100 10

KFS 150 15

KFS 200 20

KFS 320 32

h

KK lifting systemKK lifting system is a rapid release lifting anchor system consisting of anchors of load classes from 1,3 to 32 tons, lifting clutches and recess formers. It is used for lifting beams, thick slabs and wall panels as well as concrete tubes.

Standard anchors are delivered as plain “black”. Hot dip galvanized (HDG) or electro galvanized mod-els are available on customer request. Contact local sales for more detailed information.


KKL lifting clutch

For KK-lifting anchors

KKL lifting clutch is a heady duty lifting device for continuous use for load classes from 1,3 – 32 tons.

KRC recess former

KFS recess fi xing screw

Color coded rubber re-cess former for KK-lifting system.

Available for load classes 1,3 – 32 tons

For fi xing KRC recess former to casting mould.

Available for load classes 1,3 – 32 tons

KK-anchor

Available for load classes 1,3 to 32 tons in various lengths.

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KMR 13 1,3

KMR 25 2,0 -2,5

KMR 50 4,0 - 5,0

KMR 75 7,5

For load class Item name Color

2,5 RR-RF-2,5 Orange

5,0 RR-RF-5,0 Black

10,0 RR-RF-10,0 Green

26,0 RR-RF-26,0 Blue

For load class Item name

2,5 RR-HP-2,5

5,0 RR-HP-5,0

10,0 RR-HP-10,0


KMG 13 1.3

KMG 25 2,0 -2,5

KMG 50 4,0 - 5,0

KMG 75 7.5

Load class [tons]

Item name

2,5 RR-C-2,5

5,0 RR-C-5,0

10,0 RR-C-10,0

KMR magnetic recess former KMG magnetic recess grommet

Magnetic recess former for KK-lifting system

Available for load classes 1,3 – 7,5 tons

Magnetic recess grom-met. For use with KMR. Material: rubber.

RR lifting lugsRR lifting lugs are lifting parts for precast elements. They are used together with dedicated lifting devices.

Lifting device (RR lifting lugs)

Lifting device for “RR” line of lifting lugs (including RRPr)

RR supplies

RR-RF recess former For RR system. Color-coded.

RR-HPFor fi xing RR-RF into mould.


42

Load class [tons]

Item nameLength [mm]

1,4 RR-HA-1,4-90 90

2,0 RR-HA-2,0-90 90

2,5 RR-HA-2,5-90 90

3,0 RR-HA-3,0-120 120

4,0 RR-HA-4,0-120 120

5,0 RR-HA-5,0-120 120

7,5 RR-HA-7,5-160 160

10,0 RR-HA-10,0-170 170

14,0 RR-HA-14,0-240 240

22,0 RR-HA-22,0-300 300

26,0 RR-HA-26,0-300 300

Load class [tons]


0,7 RR-SA-0,7-110 110

1,4RR-SA-1,4-110 110

RR-SA-1,4-160 160

2,0

RR-SA-2,0-130 130

RR-SA-2,0-160 160

RR-SA-2,0-210 210

2,5

RR-SA-2,5-150 150

RR-SA-2,5-200 200

RR-SA-2,5-250 250

3,0

RR-SA-3,0-160 160

RR-SA-3,0-200 200

RR-SA-3,0-280 280

4,0

RR-SA-4,0-180 180

RR-SA-4,0-240 240

RR-SA-4,0-320 320

5,0

RR-SA-5,0-180 180

RR-SA-5,0-240 240

RR-SA-5,0-400 400

7,5

RR-SA-7,5-260 260

RR-SA-7,5-300 300

RR-SA-7,5-420 420

10,0

RR-SA-10,0-300 300

RR-SA-10,0-370 370

RR-SA-10,0-520 520

14,0RR-SA-14,0-370 370

RR-SA-14,0-460 460

22,0RR-SA-22,0-500 500

RR-SA-22,0-620 620

Load class [tons]


1,4 RR-PA-1,4-50 50

2,5 RR-PA-2,5-80 80

5,0 RR-PA-5,0-120 120

10,0 RR-PA-10,0-160 160

Load class [tons]


2,5

RR-DA-2,5-230 230

RR-DA-2,5-280 280

RR-DA-2,5-330 330

5,0

RR-DA-5,0-230 230

RR-DA-5,0-280 280

RR-DA-5,0-330 330

RR-DA-5,0-380 380

RR-DA-5,0-430 430

RR-DA-5,0-480 480

7,5

RR-DA-7,5-260 260

RR-DA-7,5-310 310

RR-DA-7,5-360 360

RR-DA-7,5-410 410

RR-DA-7,5-460 460

10,0

RR-DA-10,0-260 260

RR-DA-10,0-310 310

RR-DA-10,0-360 360

RR-DA-10,0-410 410

RR-DA-10,0-460 460

12,5

RR-DA-12,5-360 360

RR-DA-12,5-410 410

RR-DA-12,5-460 460

17,0

RR-DA-17,0-360 360

RR-DA-17,0-410 410

RR-DA-17,0-460 460

22,0

RR-DA-22,0-410 410

RR-DA-22,0-460 460

RR-DA-22,0-560 560

RR-SA spread anchor RR-HA two hole anchor

RR-PA plate anchor

RR-DA double ended anchor

Available also as hot-dip-galvanized models (RR-SAZ).

Available also as hot-dip-galvanized models (RR-HAZ).

Available also as hot-dip-galvanized models (RR-PAZ).

Available also as hot-dip-galvanized models (RR-DAZ).

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RR RR stainless RRK RRK stainless

fl at steel S355J0 1.4301 S355J0 1.4301

plate S355J0 1.4301 - -

angle bar - - S235JR 1.4301

Surface treatment of non stainless models: painted / hot dip galvanized

Load class [tons]


1,4 RR-EA-1,4-200 200

2,5 RR-EA-2,5-230 230

4,0 RR-EA-4,0-270 270

5,0 RR-EA-5,0-290 290

7,5 RR-EA-7,5-320 320

10,0 RR-EA-10,0-390 390

12,5 RR-EA-12,5-500 500

17,0 RR-EA-17,0-500 500

22,0 RR-EA-22,0-500 500

Load class [tons]


0,7 RR-FA-0,7-60 65

1,4 RR-FA-1,4-60 65

2,0 RR-FA-2,0-70 70

2,5 RR-FA-2,5-70 75

3,0 RR-FA-3,0-90 90

4,0 RR-FA-4,0-110 110

5,0 RR-FA-5,0-120 125

7,5 RR-FA-7,5-170 170

10,0 RR-FA-10,0-200 200

12,5 RR-FA-12,5-220 220

17,0 RR-FA-17,0-270 270

22,0 RR-FA-22,0-310 310

L B H a c K20** K30** K40** RR


RR 2 80 80 108 10 30 17,6 17,6 17,6 0,5

RR 4 100 100 117 15 40 24,1 31,6 37,6 1,1

RR 2/53 80 80 53 10 30 7,6 10,0 12,1 0,4

RR 4/68 100 100 68 15 40 11,9 15,5 18,8 0,9

** = concrete strenght at the time of lifting Fperm = permissible load acc. to Finnish Building Code

L B H a c angle bar K20** K30** K40** RRK


RRK 2 100 60 108 10 30 60x60x6 15,5 17,6 17,6 0,8

RRK 4 150 80 140 15 40 80x80x8 29,3 37,6 37,6 2,0

** = concrete strenght at the time of lifting Fperm = permissible load acc. to Finnish Building Code

K20** K30** K40**

Fperm [kN]

17,6 17,6 17,6

24,1 31,6 37,6

7,6 10,0 12,1

11,9 15,5 18,8

K20** K30** K40**

Fperm [kN]

15,5 17,6 17,6

29,3 37,6 37,6

H

c

B

a

L

B

H

c

L

a

RR-FA fl at foot anchorRR-EA erection anchor

Available also as hot-dip-galvanized models (RR-FAZ).

Available also as hot-dip-galvanized models (RR-EAZ).

RR lifting lug

RRK lifting lug

Materials of RR, RRK



RR is a lifting part for precast slabs. RRK is designed to be used on slab edges. RR and RRK have Finnish approvals.

44

P4X KAIDELIITOS


7. BALCONY JOINTS

P4X railing connection

P4X RAILING CONNECTIONWith P4X railing connection reinforced concrete railing can be fastened reinforced to concrete balcony slab. Connection con-sists of three components:

• railing par• slab part• connection parts (C rail,

washer plate, hex screws)

The slab part anchors to the balcony slab with help of its ribbed bars.

Separate connection parts are fastened to slab part with screws in element factory or building site.

Railing part anchors with help of headed studs. After railing installation the joint transfers the loads to balcony slab trough slab part.

The railing part has screws in it that are used for stiffening the connection.

P4X can be used also for fastening glass railings.

PS balcony hinge

Fully stainless

Connecting P4 connection parts

P4X railing connection

P4X slab part

The model has improved with bended rebars which helps the installing of the part.


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join

ts

fl at steel 1.4301

plate 1.4301

threaded coupler 1.4301

headed stud 1.4301

ribbed bar B600KX

C-rail 1.4301

screw ISO 7380 1.4301

plates sleeve ribbed bar

1.4301 1.4301 B600KX

A NRd VRd weight

[mm] [kN] [kg]

PS 110 110 25 8 4,7

PS 170 170 25 8 5,0

NRd VRd

[kN]

25 8

25 8

190

105

98

110 160150

20

35

81

170

62

30

C-RAIL

8

70

A200 170 200

250ø7

110

373

160

160

40 5

WASHER

PS balcony hinge

P4 railing part

P4X slab part

The delivery in-cludes C rail, 2 hex screws and a washer plate.

P4 connection parts

Materials P4

APPROVALS:BY247 Finland,POCC FI.C∏19.H00289 Russia.

Railing part

4 pcs of hex screws is included in the price.

One items weight is1,5 kg.

Slab part

46

8. EXPANSION JOINTS

EXPANSION JOINTS FOR CONCRETE FLOORSPeikko expansion joint makes fl oor construc-tion faster.

TERA JointTERA Joint is new very high quality expansion joint which is mainly meant for the use in warehousing, distribution centres and industrial buildings. TERA Joint makes it possible to build precise and maintenance free fl oors.

LS expansion joint familyExpansion joints LS1, LS2, and LS3 act as casting moulds, the necessary dowels and edge steels have already been attached to them. The angle profi le of one side has been attached so that it comes loose from the other side as the fl oor contracts. The round dowel plate has been separated from the concrete with a plastic pocket to ensure free contracting.

Ordering an expansion joint is based on the thick-ness of the slab. It is recommended to order a reinforcement 10-20 mm lower than the slab’s height. A small gap between the bedding and the joint reinforcement guarantees that variation in the height of the bedding does not harm the installation of the joint reinforcement.

Peikko expansion joints brings several benefi ts over traditional fl oor-making methods

• Fast and easy installation; the component is fastened and left in place

• No additional moulding required, as the joints act as casting mould

• Floor cells next to each other can be cast at the same time

• No mould demolition• Can be used in both transverse and longitudal

joints• Functioning of the joint can be calculated with

calculationg instructions• No need for extra edge reinforcements

TERA Joint also brings the following additional next-generation features

• No cracking on slab edges• Fast and easy installation with e.g. T- and X- con-

nection parts• Easy to handle; part length 3 m.• Helps to ensure a trouble-free fl oor for the life-

cycle of the building• Excellent straightness tolerances• High capacities also with wide joint openings• Rigid ABS plastic sleeves ensure free movement

of the joint• Products have gone trough extensive tests

TERA Joint product range includes accessories such as T- and X- connection parts which helps to ensure fast and accurate installation and rigid construction.

Sleeves and dowels used in TERA Joint are also avail-able separately to be used in timber formworks.

47

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TERA Joint is designed for high-pre-cision floors that needs to remain maintenance free under de-manding use, such as logistic warehouses.

TERA Joints are manufac-tured for slab thicknesses 100-300 mm. Lenght 3 m.

NEW: TERA Joint

Expansion joints work also as a casting mould, replacing separate dowels and edge steels.

Remember also Peikko’s reinforcement meshes! See page 31.

TFX - Installation device TERA Joint

48

dovel thickness t dovel diameter d sleeve type advisable joint opening

[mm] [mm]

TJD-C6 6 150 TJS-C6 0-15

TJD-C12 6+6 150 TJS-C12 15-20

height h dowel dowel centres c/c length L weight advisable slab

thickness

[mm] [kg] [mm]

TJ6-90-3000 90 6 x d150 375 3000 31,2 100-120

TJ6-115-3000 115 6 x d150 375 3000 32,4 125-140

TJ6-135-3000 135 6 x d150 375 3000 33,9 145-165

TJ6-160-3000 160 6 x d150 375 3000 35,1 170-190

TJ6-185-3000 185 6 x d150 375 3000 36,3 195-220

TJ6-215-3000 215 6 x d150 375 3000 37,8 225-250

TJ6-230-3000 230 6 x d150 375 3000 38,5 240-270

TJ6-245-3000 245 6 x d150 375 3000 39,2 255-295

TJ12-140-3000 140 (6+6) x d150 375 3000 40,7 150-170

TJ12-165-3000 165 (6+6) x d150 375 3000 41,9 175-195

TJ12-190-3000 190 (6+6) x d150 375 3000 43,1 200-225

TJ12-220-3000 220 (6+6) x d150 375 3000 44,6 230-250

TJ12-235-3000 235 (6+6) x d150 375 3000 45,3 250-270

TJ12-250-3000 250 (6+6) x d150 375 3000 46,0 265-300

height h width L1 width L2 weight compatibility

[mm] [kg]

TJX-90 90 400 400 6,3 TJ6-90

TJX-115 115 400 400 6,7 TJ6-115

TJX-135 135 400 400 7,0 TJ6-135/TJ12-140

TJX-160 160 400 400 7,4 TJ6-160/TJ12-165

TJX-185 185 400 400 7,8 TJ6-185/TJ12-190

TJX-215 215 400 400 8,2 TJ6-215/TJ12-220

TJX-230 230 400 400 8,5 TJ6-230/TJ12-235

TJX-245 245 400 400 8,7 TJ6-245/TJ12-250

height h width L1 width L2 weight compatibility

[mm] [kg]

TJT-90 90 160 400 4,9 TJ6-90

TJT-115 115 160 400 5,3 TJ6-115

TJT-135 135 160 400 5,6 TJ6-135/TJ12-140

TJT-160 160 160 400 5,9 TJ6-160/TJ12-165

TJT-185 185 160 400 6,3 TJ6-185/TJ12-190

TJT-215 215 160 400 6,7 TJ6-215/TJ12-220

TJT-230 230 160 400 6,9 TJ6-230/TJ12-235

TJT-245 245 160 400 7,1 TJ6-245/TJ12-250

TERA X-cross

TERA T-cross

TJD

TJS

h

L1

80

80

L2

h

80

L2L180

h80L

c/c

TERA dowels and sleeves

TERA Joint

49

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sheet metal flat bars plate dowels headed studs plastic sleeve

TERA Joint S235JR S235JRC+C S355J2+N S235J2+C450 ABS

TERA Joint HDG* S235JR HDG S235JRC+C HDG S355J2+N HDG S235J2+C450 ABS

TERA Joint RTON* S235JR 1.4301/1.4401 HDG S355J2+N 1.4301/1.4303 ABS

* = not stored, made on order HDG = hot dip galvanized

TERA Joint LiteTERA Joint Lite is the latest generation of leave-in place formwork systems for precision concrete slabs from Peikko.

The system comprises a full range of joints and ac-cessories for high quality concrete floor slabs offering the following important benefits over other systems:

• 20 mm wide x 40 mm x 5 mm hot-rolled steel channel edge protection

• High straightness tolerance• Circular plate dowels in 5 mm and 10 mm

thickness for high contact area at wide joint openings

• Dowels made from high strength grade S355 steel

• High impact ABS dowel sleeves for durability and free joint movement

• TERA Joint Lite offers a very cost-effective solution compared to other systems

Figure 1. Section of TERA Joint Lite

Table 1. Dimensions [mm] of TERA Joint Lite

c/c

80 L

h

joint type height h dowel size dowel centres c/c length L advisable slab depth

TJLT5-90-3000 90

5 x d150 375 3000

100-120

TJLT5-115-3000 115 125-140

TJLT5-135-3000 135 145-165

TJLT5-160-3000 160 170-190

TJLT5-185-3000 185 195-210

TJLT10-120-3000 120

(5+5) x d150 375 3000

125-140

TJLT10-140-3000 140 145-165

TJLT10-165-3000 165 170-190

TJLT10-190-3000 190 195-220

TJLT10-220-3000 220 225-250

For further information, please contact your local Peikko sales office.

TERA Joint materials

50

DELTAPALKKI

VTT:n tyyppihyväksyntä VTT-RTH-03040-07Korvaa esitteen 5/03 • väli 9, 4/2007

LIITTOPALKKI

9. DELTABEAM, COMPOSITE COLUMNS

DELTABEAMDeltabeam is a hollow steel-concrete composite beam made from welded steel plates with holes in the sides. It is com-pletely concreted after installa-tion on site. After the concrete has hardened, Deltabeam acts as a compos-ite beam with the hollow-core, composite and thin shell slabs, as well as for in-situ casting. Deltabeam can have a fi re class rating as high as R120 without additional fi re protection.

Multifunctional beamsDeltabeam can be used with thin shell and hollow-core slabs, light weight pre-cast concrete element and in-situ casting.

DeltabeamA site-specifi c special profi le can be used if necessary. The width and/or height of the special profi le departs from the normal dimensions. Intermediate beams can be used as edge beams with formwork sheet, then the fi re protection of the free side is covered with concrete.

DR Deltabeam for edges and openingsThe ‘Delta-edge-beam’ is designed to serve as a slab edge beam when a narrower Deltabeam is needed and the vertical side is protected from fi re by other structures. The edge beam can also be used on opening’s edges. The need for fi re protection must be determined on a case-by-case basis.

MaterialsPlate S355J2+N, rebar A500HW.

air holes

web hole

web

casting hole

top plate

beam ledge

bottom plate

rebars

51

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Del

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, co

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mn

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• EXPERIENCED TEAM: impressive reference list starting from 1989, more than 4000 projects

• HIGH PRODUCTION CAPACITY: high quality from multiple factories around the Europe

• EASY AND FAST INSTALLATION: light and easy hoisting, simple to assemble

• SHORT TOTAL ASSEMBLY TIME: hollow core - Deltabeam construction reduces total assembly time compared to traditional methods

• FREE FLOOR BELOW: no obstacles to work on floor below, minimum amount of propping if any

• FLEXIBLE PRODUCT RANGE: flexible beam types and details, composite columns, erection work and auxiliary tools for erection groups

• COMMON MATERIALS: basic structural steel, reinforcement and concrete used

• MODERN PRODUCTION TECHNOLOGY: robots weld and paint, modern plasma cutting

• QUALITY AND ENVIROMENT SERTIFICATES: ISO9001, ISO14001 and ISO 3834-2

9. DELTABEAM, COMPOSITE COLUMNS

Benefits of Deltabeam• EVEN CEILINGS: allows flexible layouts through

the whole life cycle of the building and easy HVAC installations below or inside the floor.

• COMPOSITE ACTION: no additional work at site, achieved by the infill concrete

• FIRE RESISTANCE: no additional work at site, achieved by the infill concrete

• MAJOR SAVINGS IN MULTI STOREY BUILDINGS: due to shallow structure, the total height of the building can be reduced or extra floor can be built: savings in facade material costs and main-tenance (air-condition, heating)

• TECHNICAL APPROVALS: Finland, UK, Russia, Czech Republic and Germany

• INTENSIVE RESEARCH: ongoing research program with University of Oulu, dozens of loading test, including fire tests

• TECHNICAL SUPPORT: with short response time at every stage of the project

• DESIGN CALCULATIONS: design calculations and fabrication drawings for each beam will be delivered to the client

52

b b1* b2 d2 h Ø

[mm]

D20-200 200 97,5 100 5 - 25 200 80

D20-300 300 97,5 180 5 - 25 200 80

D20-400 400 130 278 5 - 25 200 80

D22-300 300 97,5 170 5 - 25 220 80

D22-400 400 130 270 5 - 25 220 80

D25-300 300 97,5 155 5 - 25 250 150

D25-400 400 130 255 5 - 25 250 150

D26-300 300 97,5 148 5 - 25 265 150

D26-400 400 130 245 5 - 25 265 150

D30-300 300 97,5 130 5 - 25 300 150

D30-400 400 130 230 5 - 25 300 150

D32-300 300 97,5 110 5 - 25 320 150

D32-400 400 130 210 5 - 25 320 150

D37-400 400 130 180 5 - 25 370 150

D37-500 500 130 278 5 - 25 370 150

D40-400 400 130 180 5 - 25 400 150

D40-500 500 130 278 5 - 25 400 150

D50-500 500 130 230 5 - 25 500 150

D50-600 600 130 330 5 - 25 500 150

*Standard size unless the customer otherwise defines (minimum 20 mm)

Beam’s height and width can also be defined by customer.

b b1* b2 d2 h Ø

[mm]

DR20-215 215 100 148 5 - 25 200 80

DR20-245 245 100 180 5 - 25 200 80

DR22-250 250 100 180 5 - 25 220 80

DR25-260 260 100 180 5 - 25 250 150

DR26-230 230 100 148 5 - 25 265 150

DR26-260 260 100 180 5 - 25 265 150

DR26-290 290 100 210 5 - 25 265 150

DR26-325 325 100 245 5 - 25 265 150

DR30-270 270 100 180 5 - 25 300 150

DR32-250 250 100 148 5 - 25 320 150

DR32-285 285 100 180 5 - 25 320 150

DR32-310 310 100 210 5 - 25 320 150

DR32-365 365 100 245 5 - 25 320 150

DR37-325 325 130 210 5 - 25 370 150

DR40-295 295 130 180 5 - 25 400 150

DR50-350 350 130 210 5 - 25 500 150

*Standard size unless the customer otherwise defines (minimum 20 mm)

Beam’s height and width can also be defined by customer.

b2

hd

2

b1 b1b

ø57

b2

h

20bb1

d2

ø57

Deltabeam D

Delta edge beam DR

APPROVALS:VTT-RTH-03040-07 Finland,BBA 05/4204 UK,Z-26.2-49 Germany,204/C5/2006/060-025293 Czech Republic,РОСС FI.СЛ19.Н00323, Russia

APPROVALS:VTT-RTH-03040-07 Finland,BBA 05/4204 UK,Z-26.2-49 Germany,204/C5/2006/060-025293 Czech Republic,РОСС FI.СЛ19.Н00323, Russia

53

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Del

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L = effective length of the column

reinforcement L=3.0m L=3.3m L=3.6m L=3.9m L=4.2m

type D t n x Ø As/Ac R0 R60 R0 R60 R0 R60 R0 R60 R0 R60

t

D

Circ

ular

tube [mm] [kN]

DCC1 219.1 6.0 6 x 20 5,60 % 2432 832 2377 722 2309 617 2228 527 2134 452

DCC2 273.0 6.0 6 x 25 5,50 % 3672 1965 3635 1881 3587 1770 3533 1643 3466 1506

DCC3 323.9 6.0 6 x 25 3,90 % 4540 2609 4516 2571 4483 2522 4445 2458 4400 2374

t

B

H

Squ

are

tube

B/H t

DCC4 200 6.0 4 x 25 5,60 % 2639 783 2581 699 2514 612 2436 530 2346 458

DCC5 250 6.0 8 x 20 4,40 % 3759 1638 3717 1567 3668 1480 3612 1380 3546 1271

DCC6 300 6.0 8 x 25 4,70 % 5290 2834 5251 2789 5207 2733 5159 2662 5104 2574

L = effective length of the column

L=3.0m L=3.3m L=3.6m L=3.9m L=4.2m

R0 R60 R0 R60 R0 R60 R0 R60 R0 R60

[kN]

2432 832 2377 722 2309 617 2228 527 2134 452

3672 1965 3635 1881 3587 1770 3533 1643 3466 1506

4540 2609 4516 2571 4483 2522 4445 2458 4400 2374

2639 783 2581 699 2514 612 2436 530 2346 458

3759 1638 3717 1567 3668 1480 3612 1380 3546 1271

5290 2834 5251 2789 5207 2733 5159 2662 5104 2574

Deltabeam Composite Columns

Delta-round Delta-continuous Delta-square Delta-corbel

Four standard connection types

Capacity calculation data:

Norm: Eurocode

Material information:Reinforcement: A500HWTube profi le: S355Concrete: C35/45Concrete cover: 15mm

Geometry:Stirrups: Ø 6 mmColumns fi xation: hinged joint at both ends

Load: Axial force plus static bending moment Mk 10 kNm

Basic eccentricity according to norm.

Peikko Group offers a range of Deltabeam Composite Columns mainly for the Scandinavian markets. With six standard column types and four column-beam joint types Peikko can offer fast delivery time with competitive cost. Read more at www.peikko.com/compositecolumns

For more information, please contact you local sales.

54

New Arena, St. Petersburg, Russia

Hartwall-Arena, Helsinki, Finland

Helsinki-Vantaa airport, Finland

PEIKKO REFERENCES

Some selected projects where Peikko fastening products have been used extensively

• Audi, Neckarsulm, Germany• Lufthansa Logistics center / Airport, Köln / Bonn,

Germany• Norske Skog Papermill, France• Power plant Linz, Austria• Olkiluoto 3, nuclear power plant, Finland• Hartwall-Arena, stadium, Finland• New Arena, St. Petersburg, Russia• Rhein Energie Stadion, Köln, Germany• Stora Enso Oyj, paper- and pulpmill, Imatra,

Finland• Braviken, papermill, Norrköping, Sweden• Cartiere Burgo, papermill, Verzuolo, Italy• Prainsa, papermill, Zuera, Spain• Main water cleaning plant, Wiesbaden, Germany• Press-center, Dresden, Germany• Chancellors office, Berlin, Germany• Paper mill SCA, Mannheim, Germany• IKEA, Freiburg, Germany• Drake Circus, shopping mall, Plymouth, UK• Gillette, production plant, St. Petersburg, Russia• Paper mill Holtzmann, Karlsruhe, Germany• Donaustadium, Ulm, Germany• Papermill Sachsen Papier, Eilenburg, Germany• Nokia, Bochum, Germany• Papermill Leykam AG, Austria• Ice stadium, Regensburg, Germany

www.peikko.com

55

Pro

ject

s

Rhein Energie Stadion, Cologne, GermanySTMFC LNG terminal, France. Massive amount of various types of Peikko column and beam shoes and anchor bolts.

100 000 m2 distribution centre, Kaunas, Lithuania. Floor built by utilizing TERA Joint floor expansion joint.

Fastening plates being produced for OL3.

Gillette, St. Petersburg, Russia. Peikko’s column connections.

Olkiluoto 3, nuclear power plant, FinlandThe biggest project in Peikko Group’s history – so far. Fastening plates, pipe ductings, etc. delivered during 2006-2008.

So

urc

e: ”

TV

O/H

ann

u H

uov

ila”

56

AIRRAIL Center - Frankfurt

www.peikko.com

57

Pro

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SAXO Bank - Denmark

58

DELTABEAM for parking houses

www.peikko.com

59

Pro

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DELTABEAM used for renewal oh historical buildings

60

Commercial spaces• Gloucester Quays, shopping mall, Gloucester,

UK 2008• Tigne T11 Car Park, B’Bugia, Malta, 2007• Tuborg Butiksarkade, Hellerup, Denmark 2006 • Kiint. Oy Kuusankosken Yhdystalo, Finland 2006 • UBS Lausanne, Switzerland 2005 • Drake Circus, shopping mall, Plymouth, UK 2005 • Badeparken III, Bodø, Sweden 2005 • Tahkovuoren liikuntakeidas, sports center, Nilsiä,

Finland 2004 • Melhus Kjøpesenter, shopping mall, Norway 2004 • Oulunsalon Kapteeni, shopping center, Finland 2004 • Helsinki-Vantaa airport, outer terminal T2-expansion,

Finland 2003 • Retail Park, Pirkkala, Finland 2002 • Kämp Galleria, Helsinki, Finland 1997

• Helsinki-Vantaa airport, Center terminal I and II, Vantaa, Finland 1997 and 1999

• Torgkvartalet, Stjördal, Norway 1996 • Novium, furniture center, Niejmegen, Holland 1995 • Bühl Shopping Center, Krems, Austria • Myyrmanni, shopping mall, Vantaa, Finland 1992

DELTABEAM REFERENCES

Tuborg Butiksarkade, shopping mall, Hellerup, Denmark. 4 km of Deltabeams.

UBS Lausanne, Switzerland. Modernization of old building, floors rebuilt starting from top floors using Deltabeams. Appr. 800 metres of Deltabeams.

Drake Circus, shopping mall in Plymouth, United Kingdom. Appr. 2000 tons of steel delivered, 7 km of Deltabeams.

Gloucester Quays, shopping mall in Gloucester, United Kingdom. Over 4 km of Deltabeams + PCs corbels, etc.

Some examples of Deltabeam projects over the years

www.peikko.com

61

Pro

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Offices• Saxo Bank, bank head office, Copenhagen,

Denmark 2007• Water Treatment Department, Ridderkerk, The

Netherlands, 2007• Jyväskylän postikortteli Sinetti, Finland 2005 • Eriagstrasse, Germany 2005 • Joensuun tiedepuisto, Science Park, Finland 2005 • Tiukula, Pelastakaa lapset-talo, Helsinki,

Finland 2004 • Domicill Midtermolen Odense Havn, Denmark 2004 • Lidl-headquarters, Vantaa, Finland 2004 • Zuiderster Barendrecht, Holland 2003 • Leksaken i Lund, Sweden 2003 • Svalbard Forskningspark, Svalbard, Norway 2003• Rijnzathe 10, De Meern, Holland 2002–2003 • Helsfyr Panorama, Oslo, Norway 2002 • Metso Paper Oy, Rakennus 101, Jyväskylä,

Finland 2002 • The relocation of the Met Office, Exeter,

UK 2001-2002 • Finn-Medi, Tampere, Finland 2001 • Airbus Offices, Bristol, England 2001 • Kiinteistö Oy Helsingin LEPAKKO, Helsinki,

Finland 2001 • Nokia, HVT, Tampere, Finland 1996 • Building of Court of Appeal, Kouvola, Finland 1995 • Faculty of Biosciences, Viikki, Helsinki, Finland 1994 • Central Criminal investigation Police office, Tikkurila,

Vantaa, Finland 1992 • VTT Technical Research Centre of Finland, Oulu’s

office building, Oulu, Finland 1992

Nokia, Tampere, Finland. 2 km of Deltabeams

Odense Havn, Denmark. 2,5 km of Deltabeams

Helsfyr Panorama, 18 storey building in Oslo, Norway. 1,5 km of Deltabeams

Saxo Bank, Copenhagen, Denmark. 2,5 km of Deltabeams

62

Health care centres• Hospital building 27, Umeå, Sweden 2008• Seinäjoki central hospital, Finland 2006 • Jalkaranta hospital, Lahti, Finland 2005 • Nye Ahus, Akerhus, Norway 2005 • Voutila retirement center, Hämeenlinna,

Finland 2005 • Linköping hospital, Sweden 2005 • Tapiola health clinic, Espoo, Finland 2004 • Psychiatric service hospital, Kuusankoski,

Finland 2004 • Laboratoriesenteret, St. Olav’s Hospital,

Trondheim 2003 • Asker og Røyken Sykehjem, Røyken, Norway 2003 • Lasarettet Trelleborg, Sweden 2002–2003

• TYKS, T-hospital, Turku, Finland 2001 • Barncentrum, Lund, Sweden 1999 • Sjunderby Sjukhus, Luleå, Sweden 1996-1997 • Ahtiala health centre and hospital, Lahti,

Finland 1995 • Renovation and extension of Vaasa central hospital,

Vaasa, Finland 1994 • Bollnäs Sjukhus, Sweden 1993

TYKS T-hospital, Turku, Finland. 3,5 km of Deltabeams

NUS (Hospital building 27), Umeå, Sweden. 4,3 km of Delta-beams, PCs corbels, composite columns used.

Jalkaranta hospital, Lahti, Finland. 2 km of Deltabeams

Voutila retirement center, Hämeenlinna, Finland. 2,1 km of Deltabeams

www.peikko.com

63

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Schools and research centres• Karolinska Institutet Science Park, research centre,

Stockholm, Sweden 2008• VAKES, Tennistie office, Vantaa, Finland 2005 • Linköping University, HusA, Sweden 2005 • Fagereng School, Tromssö, Norway 2005 • Lagstads School, Espoo, Finland 2005 • Sammon lukio, high school, Tampere, Finland 2004 • Mikkola school, Vantaa, finland 2004 • Klaukkalan keskustan koulu, Finland 2004 • Hiidenkiven peruskoulu, Helsinki, Finland 2003 • Byåsen Videregående School, Trondheim,

Norway 2003 • Kärsämäen School centre, Finland 2002 - 2003 • Kuoppanummen School centre, Nummela,

Finland 2002 • Lintulaakso School, Espoo, Finland 2002 • Kilonpuisto School, Espoo, Finland 2001 • Tikkurila new high school, Vantaa, Finland 2001 • University of Oulu, Tietotalo I-stage, Finland 2000 • University of Technology, Tietotalo, Lappeenranta,

Finland 2000 • Agora, University of Jyväskylä, Jyväskylä,

Finland 1999 • Järvenperä School, Espoo, Finland 1999 • Ålesund Academy, Noway 1997 • Mikkeli college of technology, Mikkeli, Finland 1994

VAKES, Vantaa, Finland. 1,5 km of Deltabeams

Tikkurila new high school, Vantaa, Finland. One km of Delta-beams

Karolinska Institutet Science Park, Stockholm, Sweden. One of the three identical ellipse-shaped facilites. 2,4 km of Deltabeams.

Mäntsälä high school, Finland. 1,2 km of Deltabeams

Peikko Group•www.peikko.com

Austria & SwitzerlandPeikko Austria GmbHZehentweg 6A-6833 WeilerTel. 05523 / 52 121 - 0Fax 05523 / 52 121 - 20www.peikko.at/www.peikko.ch

BeneluxPeikko Benelux B.V.Leemansweg 516827BX ARNHEMTel. +31 263 843 866Fax +31 263 639 277www.peikko.nl

CanadaPeikko Canada Inc.955 Fernand DufourQuebec City, G1M 3B2Tel. (418) 263-2023Fax (418) 263-2024www.peikko.ca

Czech RepublicPeikko Czech Republic s.r.o.Saveljevova 18/1629147 00 Prague 4Tel. +420 244 466 217Fax +420 244 461 536www.peikko.cz

DenmarkPeikko Danmark ApSHestehaven 215260 Odense STel. +45 5120 5658Fax +45 6611 1025www.peikko.dk

EstoniaPeikko Eesti OÜPeterburi tee 56F11415 TallinnTel. +372 607 4285Fax +372 607 4283www.peikko.ee

FinlandPeikko Finland OyPL 104, Voimakatu 315101 LahtiTel. +358 3 844 511Fax +358 3 733 0152www.peikko.fi

Germany Peikko Deutschland GmbHBrinker Weg 1534513 Waldeck-HöringhausenTel. +49 5634 1231Fax +49 5634 7572www.peikko.de

ItalyPeikko Italia S.r.l Via Ugolini 17 b20125 MilanoTel. +39 02 6431 394Fax +39 02 6410 9388www.peikko.it

LithuaniaUAB Peikko LietuvaNaglio 4a3000 KaunasTel. +370 37 350 261Fax +370 37 351 063www.peikko.lt

NorwayPeikko Norge AsKobbervikdalen 1193036 DrammenTel. +47 32 20 88 80Fax +47 32 20 88 81www.peikko.no

PolandPeikko Polska Sp. z o.o.Króla Jana Kazimierza 4A/181-742 SopotTel. +48 58 551 40 18Fax +48 58 551 40 30www.peikko.pl

RussiaOOO PeikkoNevskiy prospect 7/9, room 9-H,191186, St. Petersburg, Russia Tel. +7 812 635 8302Fax +7 812 635 8304www.peikko.ru

SlovakiaPeikko CEE s.r.o.Okres Saľa92591 Kráľová nad Váhom 660Tel. +421 31 321 21 51Fax +421 31 321 21 09www.peikko.sk

SpainPeikko Spain SLApdo 67, C/Oro 32, Nave 7, 28770 Colmenar Viejo, MadridTel. +34 91 846 74 73Fax +34 91 845 30 50www.peikko.es

SwedenPeikko Sverige ABP.O.Box 4, Koppargatan 11601 02 NorrköpingTel. +46 11 13 82 50Fax +46 11 13 59 40www.peikko.se

United Arab EmiratesPeikko Gulf F.Z.E P.O.Box 40224 AjmanUnited Arab EmiratesTel. +97167423021Fax +97167423028www.peikko.ae

United KingdomPeikko UK Ltd.RidgewayDL5 6SP Newton AycliffeTel. +44 1325 318 619Fax +44 1325 318 481www.peikko.co.uk

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Documents

Peikko katalog 2011