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Page 1: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

WWW.MAXXSHORING.COM / [email protected] /01202 850 050

TRENCH BOXES • MANHOLE BOXES • LADDER ACCESS/

SAFE GUARD • BRACING • TRENCH SHEETS • SHEET PILING

MANHOLE SHUTTERS • AND MORE...

Page 2: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

2 WWW.MAXXSHORING.COM

TRENCH BOXES

MANHOLE BOXES

DRAG BOXES

WALERS/MANHOLE BRACE

BRACING

TRENCH SHEETS

SHEET PILING

MANHOLE SHUTTERS

ANCILLARY ITEMS

Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by Field Engineers offering a full design service, ensuring the safest and most efficient solution to all your Shoring needs is achieved.Maxx Shorings commitment to customer satisfaction, safe working practice, product quality and speed of delivery, makes them your number one choice for all shoring requirements.

T 01202 850 050

E [email protected]

CONTACT US

Issue 11/19

Depot Locations• Essex

• Midlands

3

5

6

7

10

11

12

13

14

Page 3: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

3

PCL

WW

PH

PH

TW

PCH

PL

1

2

PT

TRENCH BOXESBACKHOE BOX

MINI PLUS TRENCH BOX

PCL

WW

PH

PH

TW

PCH

PT

PL

1

2

Product Length (mm) PL

Height (mm) PH

Trench Width Min (mm) TW

Trench Width Max(mm) TW

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

BACKHOE BOX

Base Unit 3000 2000 660 2230 60 2600 940 31,9 910

Top Unit 3000 1000 660 2230 60 2600 940 31,9 490

Product Length (mm) PL

Height (mm) PH

Trench Width Min (mm) TW

Trench Width Max(mm) TW

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

MINI PLUS BOX

Base Unit 3500 2600 1100 4400 60 3100 1270 34,2 1890

Top Unit 3500 1400 1100 4400 60 3100 1270 34,2 1021

Lightweight Trench Box suitable for excavations up to 3 mtrs where ground pressure does not exceed 31kn/m2

Suitable for excavations up to 4mtrs deep where the maximum ground pressure does not exceed 34kn/m2, also has greater clearance for larger diameter pipes

Page 4: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

4 WWW.MAXXSHORING.COM

PCL

WW

PH

PH

TW

PCH

PT

PL

1

2

Product Length (mm) PL

Height (mm) PH

Trench Width Min (mm) TW

Trench Width Max(mm) TW

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

STANDARD TRENCH BOX

Base Unit 3500 2600 1100 4400 107 3100 1300/1500 56.3 2320

Top Unit 3500 1400 1100 4400 107 3100 1300/1500 56.3 1290

Product Length (mm) PL

Height (mm) PH

Trench Width Min (mm) TW

Trench Width Max(mm) TW

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

MAGNUM BOX

Base Unit 3500 4000 1100 4400 107 3100 2300 34.2/56.3 4410

LC

PCL

PH

PL

WWTW

PCH

PT

STANDARD TRENCH BOX

MAGNUM TRENCH BOX

Suitable for excavations up to 5.50m deep where the maximum ground pressure does not exceed 56kn/m2, with a pipe clearance of 1500mm

Suitable for large diameter pipes with a maximum clearance of 2300mm

Page 5: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

5

PT

PCL

PH

PH

PCH

PL

1

2

WWTW

MANHOLE BOXESFour sided support box used for the construction of manholes in conjunction with the Trench Boxes

TYPE 100 MANHOLE BOX 2.0mtr (Lightweight)

Base Unit 2000 2000 60 1700 940 47,8 1271

Top Unit 2000 1000 60 1700 N/A 47,8 590

TYPE 100 MANHOLE BOX 2.5mtr (Lightweight)

Base Unit 2500 2000 60 2100 940 38,3 1381

Top Unit 2500 1000 60 2100 N/A 38,3 702

TYPE 600 MANHOLE BOX 2.5mtr (Standard)

Base Unit 2500 2400 60 2100 1300 30,6 2300

Top Unit 2500 1400 60 2100 N/A 32,6 1400

TYPE 600 MANHOLE BOX 3.0mtr (Standard)

Base Unit 3000 2400 107 2600 1300/1500 65,7 2623

Top Unit 3000 1400 107 2600 N/A 65,7 1599

TYPE 600 MANHOLE BOX 3.5mtr (Standard)

Base Unit 3500 2400 107 3100 1300/1500 56,3 2968

Top Unit 3500 1400 107 3100 N/A 56,3 1706

Product Length (mm) PL

Height (mm) PH

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

Page 6: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

6 WWW.MAXXSHORING.COM

A two-sided mechanical shield system drag box de-signed for use in trenches up to 4.0m deep. This Drag Box is ideal when installing utility pipes in non-urban environments where the ground is self-supporting and ground movement is non-critical.

DRAG BOXES

Product Length (mm) PL

Height (mm) PH

Trench Width Min (mm) TW

Trench Width Max(mm) TW

Plate Thickness (mm) PT

Clearance Between Struts (mm) PCL

Clearance Under Lower Strut (mm) PCH

SWL (kN/m2)

Weight (kg) c/w Type B Strut

DRAG BOX

Base Unit 5000 2400 1366 2466 120 4040 1020 35 3264

Top Unit 5000 1600 1366 2466 120 4040 2000 35 2435

Page 7: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

7

WALERS/MANHOLE BRACEA Lightweight horizontal hydraulic support system to be used with Maxx Shoring Trench Sheeting.

Rails 2.5m, 3.0m, 4.0m & 5.0m long(Weight 11kg/m)(SWL 21.2kN/m)

Excavation 0.5 - 3.0m wide

Medium duty double acting 4 sided hydraulic support system to be used in conjunction with Maxx Shoring Trench Sheeting giving support to excavation sizes from 2.0 - 6.0m

Cylinder Sizes

A Cylinder 505mm - 805mmB Cylinder 705mm - 1205mmC Cylinder 1105mm - 1605mmD Cylinder 1505mm - 2005mm

1 Metre extensions available

Brace Arm Span (m)

Max

Loa

ding

Kn

Brace Leg Sizes & Weights

A Leg 2000mm - 3000mm (255kg per leg)B Leg 3000mm - 4000mm (310kg per leg)C Leg 4000mm - 5000mm (395kg per leg)D Leg 5000mm - 6000mm (454kg per leg)

Page 8: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

8 WWW.MAXXSHORING.COM

BRACING

0.00 mSoft Clay

7.00 mFirm Clay

18.00 m

WL 7.00 m7.00 m WL7.00 m

20.0 kN/m²

Toe = 11.00 m

0.50 m 8.2 kN/m

3.00 m 75.0 kN/m

5.00 m 87.6 kN/m 5.60 m 87.6 kN/m

Meever (400Series/400Series)

Meever (400Series/300Series)

Meever (400Series/300Series)Meever (400Series/300Series)

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 1Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

Maximum d (m)6.99kN/m²110.07.51mm0.3

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

0.00 mSoft Clay

7.00 mFirm Clay

18.00 m

WL 7.00 m7.00 m WL7.00 m

20.0 kN/m²

Toe = 11.00 m

0.50 m 8.2 kN/m

3.00 m 75.0 kN/m

5.00 m 87.6 kN/m 5.60 m 87.6 kN/m

Meever (400Series/400Series)

Meever (400Series/300Series)

Meever (400Series/300Series)Meever (400Series/300Series)

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 1Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

Maximum d (m)6.99kN/m²110.07.51mm0.3

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

Maxx Series Brace is a modular system designed & engineered to

maintain excavation integrity, it allows flexibility on site and saves

time and money. Most importantly it provides a safe working

environment.

Maxx Series is:

• The first of its kind, with removable hydraulic rams so the

brace is not under hydraulic load

• Easy to install

• Versatile on site

• Time and money saving

• Easy fast assembly

0.5mtr, 1mtr, 2mtr, 3mtr & 6mtr Modules, Maxx Series fits

together with a full shear capacity joint, secured with one pin.

This simple, easy assembly requires minimal training, saving time

on site layout.

Reduced Weight

The brace is lighter than the conventional method of steel pipe

strutting, therefore smaller machines can be used on site.

Over-dig Allowance

The Maxx Series hydraulic unit extends up to 700mm, allowing an

overall overlap of up to 200mm. This means that if over-digging

occurs, the hydraulic unit can extend 200mm to cover the gap

between the modules, creating dig flexibility and convenience on

site.

Safe Cross Bracing

Cross brace connections points have been designed into the

modules. This allows a positive connection between the module

and the Cross Brace.

The speed of installation & extraction can be 30-40% faster than

conventional welding of beams and struts, with 50% less labour

required.

Safety Chains(At the positions shown in trhe plan)

Weight Table:

Description: 300 Series Brace Weight PerItem:

0.5mtr Extension Units (300 Series)Hydraulic Units (300 Series)

103kg

330kg

450kg

825kg

1.0mtr Extension Units (300 Series) 207kg

425kg

2.0mtr Extension Units (300 Series)

3.0mtr Extension Units (300 Series)

6.0mtr Extension Units (300 Series)

D

E

F

C

1 2 3 4

B

A

321 5

C

D

4 6 7 8

A

B

Sheet 1 of 15 6

E

06/03/19Drawing No:

0038Date: Rev:Project Manager:Checking:Designer:

GODDENDrawing’s Title:

Project’s Title:

Company:

Maxx ShoringPeatree Business Centre1 Cobham RoadFerndown Indystrial EstateWimborne, DorsetBH21 7PT

Brenwal

Summerland, Phase 1C

Weight Table:

Description: 400 Series Brace Weight PerItem:

0.5mtr Extension Units (400 Series)Hydraulic Units (400 Series)

162kg

524kg

900kg

1334kg

1.0mtr Extension Units (400 Series) 325kg

723kg

2.0mtr Extension Units (400 Series)

3.0mtr Extension Units (400 Series)

6.0mtr Extension Units (400 Series)300/400 Series Adaptors

6m HD

9289.360 mm

8529.359 mm

5700.000 mm4780.000 mm

361kg

Layer 1,2 & 3

Page 9: MANHOLE BOXES - Maxx Shoringmaxxshoring.com/wp-content/uploads/maxx-shoring-full...Maxx Shoring supply a complete range of Groundwork Shoring Equipment for Hire and Sale, backed by

9

BRACING300 SERIES

Hydraulic Unit 450 kg

0.5 mtr Ext103 kg

1.0 mtr Ext207 kg

2.0 mtr Ext330 kg

3.0 mtr Ext452 kg

6.0 mtr Ext825 kg

Sheet to Sheet Clear Opening

Min (mm) Max (mm) Min (mm) Max (mm)

1 2.050 2.700 1.450 2.100

1 1 2.550 3.200 1.950 2.600

1 1 3.050 3.700 2.450 3.100

1 1 1 3.550 4.200 2.950 3.600

1 1 4.050 4.700 3.450 4.100

1 1 1 4.550 5.200 3.950 4.600

1 1 5.050 5.700 4.450 5.100

1 1 1 5.550 6.200 4.950 5.600

1 1 1 6.050 6.700 5.450 6.100

1 1 1 1 6.550 7.200 5.950 6.600

1 1 1 7.050 7.700 6.450 7.100

1 1 1 1 7.550 8.200 6.950 7.600

1 1 8.050 8.700 7.450 8.100

1 1 1 8.550 9.200 7.950 8.600

1 1 1 9.050 9.700 8.450 9.100

1 1 1 1 9.550 10.200 8.950 9.600

1 1 1 10.050 10.700 9.450 10.100

Heavy duty double acting 4 sided hydraulic support system to be used in conjunction with Maxx Shoring Trench Sheeting & Steel Sheet Piling, giving support to excavation sizes from 2.1 - 10.0m. The 300 Series is the first of its kind with external removal hydraulic rams.

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BRACING400 SERIES

Hydraulic Unit900 kg

0.5 mtr Ext162 kg

1.0 mtr Ext325 kg

2.0 mtr Ext524 kg

3.0 mtr Ext723 kg

6.0 mtr Ext1334 kg

Sheet to Sheet Clear Opening

Min (mm) Max (mm) Min (mm) Max (mm)

1 2.550 3.250 1.950 2.650

1 1 3.050 3.750 2.450 3.150

1 1 3.550 4.250 2.950 3.650

1 1 1 4.050 4.750 3.450 4.150

1 1 4.550 5.250 3.950 4.650

1 1 1 5.050 5.750 4.450 5.150

1 1 5.550 6.250 4.950 5.650

1 1 1 6.050 6.750 5.450 6.150

1 1 1 6.550 7.250 5.950 6.650

1 1 1 1 7.050 7.750 6.450 7.150

1 1 1 7.550 8.250 6.950 7.650

1 1 1 1 8.050 8.750 7.450 8.150

1 1 8.550 9.250 7.950 8.650

1 1 1 9.050 9.750 8.450 9.150

1 1 1 9.550 10.250 8.950 9.650

1 1 1 1 10.050 10.750 9.450 10.150

1 1 1 10.550 11.250 9.950 10.650

1 1 1 1 11.050 11.750 10.450 11.150

1 1 1 11.550 12.250 10.950 11.650

1 1 1 1 12.050 12.750 11.450 12.150

1 2 1 12.550 13.250 11.950 12.650

1 1 2 1 13.050 13.750 12.450 13.150

1 1 1 1 13.550 14.250 12.950 13.650

1 1 1 1 1 14.050 14.750 13.450 14.150

1 2 14.550 15.250 13.950 14.650

1 1 2 15.050 15.750 14.450 15.150

1 1 2 15.550 16.250 14.950 15.650

1 1 1 2 16.050 16.750 15.450 16.150

Heavy duty double acting 4 sided hydraulic support system to be used in conjunction with Maxx Shoring Trench Sheeting & Steel Sheet Piling, giving support to excavation sizes from 2.6 - 16.0m. The 400 Series is the first of its kind with external removal hydraulic rams.

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11

TRENCH SHEETSSTANDARD TRENCH SHEETS

KD6 TRENCH SHEETS

Effective Width (mm)

Depth of Pan (mm) H

Thickness (mm) T

kg/m kg m2 Section Modulus cm3

Bending Moment kN/m

330 36,5 3,4 11,21 32,73 46 7,7

Effective Width (mm)

Depth of Pan (mm) H

Thickness (mm) T

kg/m kg m2 Section Modulus cm3

Bending Moment kN/m

600 78 6 37,5 62,4 185 58

MX 500 INTERLOCKING SHEETS

Effective Width (mm)

Depth of Pan (mm)H

Thickness (mm)T

kg/m kg m2 Section Modulus cm3

Bending Moment kN/m

500 78 6 33,5 67 99 36

L8 INTERLOCKING SHEETS (SALE ONLY)

Effective Width (mm)

Depth of Pan (mm)H

Thickness (mm)T

kg/m kg m2 Section Modulus cm3

Bending Moment kN/m

432 37.4 3,4 14,8 33,61 48,57 8,22

HT

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12 WWW.MAXXSHORING.COM

SHEET PILINGU SECTION

Z SECTION

Section Widthb (mm)

Heighth (mm)

Back Thickness t (mm)

Web Thickness s (mm)

MASS Moment of Inertia ly cm4/m

Section Modulus Wy1 cm3/mKg/Lin

mtrKg/m2 of Wall

Z Section

EZ17 700 420.0 8.5 8.5 74.0 105.7 36360 1735

EZ18 700 420.0 9.0 9.0 77.4 110.6 37890 1805

EZ19 700 421.0 9.5 9.5 80.8 115.4 39420 1875

EZ19 10/10 700 421.0 10.0 10.0 84.2 120.3 40940 1945

EZ20 700 422.0 10.5 10.5 87.5 125.0 42380 2010

EZ24 700 459.0 12.0 9.0 89.5 127.9 55870 2435

EZ25 700 459.5 12.5 9.5 93.1 133.0 57828 2517

EZ26 700 460.0 13.0 10.0 96.7 138.1 59810 2600

EZ28 700 461.0 14.0 11.0 103.9 148.4 63750 2765

EZ36 700 509.0 14.0 11.5 116.2 166.1 91130 3580

EZ38 700 510.0 15.0 12.5 124.2 177.4 96860 3800

ZZ12-770 770 343.5 8.6 8.5 72.8 94.5 21496 1252

ZZ13-770 770 344.0 9.1 9.0 76.2 99.0 22433 1304

ZZ14-770 770 344.5 9.6 9.5 79.6 103.4 23370 1357

ZZ42-700 700 499.2 18.1 14.0 143.0 204.2 105543 4228

ZZ44-700 700 500.2 19.1 15.0 150.7 215.3 110942 4436

ZZ46-700 700 501.2 20.1 16.0 158.5 226.5 116159 4635

U Profile Steel Sheet Piles

T: 01202 894 000

Section Width Height Back Thickness

Web Thickness Mass Moment of

InertiaSection

Modulus

b h t sKg/Lin mtr Kg/m2 of

WallIy Wy1)

mm mm mm mm cm4/m cm3/m

U Sections (Larssen Interlock)

L601 600 310.0 7.5 6.4 46.3 77.2 11530 744

L602 600 310.0 8.4 7.6 53.4 89.0 13046 842

L603 600 320.0 9.6 8.2 64.2 107.0 19199 1200

L603 10/10 600 322.0 10.0 10.0 72.1 120.2 20930 1300

L604 600 390.0 10.0 9.0 73.1 121.8 31548 1618

L605A 600 420.0 10.7 9.0 76.5 127.5 38243 1821

L605 600 422.6 12.0 9.5 82.1 136.9 42664 2019

L606A 600 430.0 13.4 9.0 85.4 142.3 47402 2205

L623 600 431.0 14.4 9.4 89.8 149.7 50880 2356

L606 600 434.0 15.4 9.8 94.1 156.8 54389 2506

L626 600 431.0 16.5 9.5 96.6 161.0 56116 2602

L628 600 433.4 17.5 10.3 102.3 170.5 60112 2774

L607A 600 454.0 17.7 10.0 106.2 177.1 68232 3006

L607 600 456.5 19.0 10.6 112.4 187.3 73300 3211

November 2019 Edition

T: 01202 850 050E: [email protected]: WWW.MAXXSHORING.COM

THE MOST EFFICIENT SOLUTIONS TO YOUR SHORING NEEDS

§ MANHOLE BRACES§ MEGA BRACING§ ROAD PLATES

§ TRENCH SHEETS§ TRENCH BOXES§ WALERS

Z Profile Steel Sheet Piles

November 2019 Edition

Section Width Height Back Thickness

Web Thickness Mass Moment of

InertiaSection

Modulusb h t s

Kg/Lin mtr Kg/m2 of Wall

Iy Wy1)

mm mm mm mm cm4/m cm3/mZ Sections

EZ17 700 420.0 8.5 8.5 74.0 105.7 36360 1735EZ18 700 420.0 9.0 9.0 77.4 110.6 37890 1805EZ19 700 421.0 9.5 9.5 80.8 115.4 39420 1875

EZ19 10/10 700 421.0 10.0 10.0 84.2 120.3 40940 1945EZ20 700 422.0 10.5 10.5 87.5 125.0 42380 2010EZ24 700 459.0 12.0 9.0 89.5 127.9 55870 2435EZ25 700 459.5 12.5 9.5 93.1 133.0 57828 2517EZ26 700 460.0 13.0 10.0 96.7 138.1 59810 2600EZ28 700 461.0 14.0 11.0 103.9 148.4 63750 2765EZ36 700 509.0 14.0 11.5 116.2 166.1 91130 3580EZ38 700 510.0 15.0 12.5 124.2 177.4 96860 3800

ZZ12-770 770 343.5 8.6 8.5 72.8 94.5 21496 1252ZZ13-770 770 344.0 9.1 9.0 76.2 99.0 22433 1304ZZ14-770 770 344.5 9.6 9.5 79.6 103.4 23370 1357ZZ42-700 700 499.2 18.1 14.0 143.0 204.2 105543 4228ZZ44-700 700 500.2 19.1 15.0 150.7 215.3 110942 4436ZZ46-700 700 501.2 20.1 16.0 158.5 226.5 116159 4635

T: 01202 894 000

RELIABLE & COMPETITIVETHE CORRECT CHOICE

§ CORNER SECTIONS§ FABRICATION§ PAINTING

§ STEEL SHEET PILES§ STEEL TUBES§ CLUTCH SEALANT

T: 01202 894 000E: [email protected]: WWW.MAXXPILING.COM

Section Widthb (mm)

Heighth (mm)

Back Thickness t (mm)

Web Thickness s (mm)

MASS Moment of Inertia ly cm4/m

Section Modulus Wy1 cm3/mKg/Lin

mtrKg/m2 of Wall

U Section (Larssen Interlock)

L601 600 310.0 7.5 6.4 46.3 77.2 11530 744

L602 600 310.0 8.4 7.6 53.4 89.0 13046 842

L603 600 320.0 9.6 8.2 64.2 107.0 19199 1200

L603 10/10 600 322.0 10.0 10.0 72.1 120.2 20930 1300

L604 600 390.0 10.0 9.0 73.1 121.8 31548 1618

L605A 600 420.0 10.7 9.0 76.5 127.5 38243 1821

L605 600 422.6 12.0 9.5 82.1 136.9 42664 2019

L606A 600 430.0 13.4 9.0 85.4 142.3 47402 2205

L623 600 431.0 14.4 9.4 89.8 149.7 50880 2356

L606 600 434.0 15.4 9.8 94.1 156.8 54389 2506

L626 600 431.0 16.5 9.5 96.6 161.0 56116 2602

L628 600 433.4 17.5 10.3 102.3 170.5 60112 2774

L607A 600 454.0 17.7 10.0 106.2 177.1 68232 3006

L607 600 456.5 19.0 10.6 112.4 187.3 73300 3211

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13

MANHOLE SHUTTERSMANHOLE SHUTTERS

Diameter of Manhole Rings

Number of Sections Needed to Form Shutter

Diameter (mm) A B C

675 2 1 *

900 2 2 1

1050 3 * 1

1200 3 1 1

1350 3 2 1

1500 4 * 1

1800 4 2 1

2100 5 1 1

2400 6 * 1

2700 6 2 1

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2 LEG & 4 LEG CHAINS HANGING/INTERLINK CHAINS SNATCH CHAIN

TRENCH STRUTS DAVIT ARM

PITCHING CLAMP

EXTRACTION CLAMP

DRIVING CAPS AVAILABLE FOR ALL TRENCH SHEETS

ANCILLARY ITEMS

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15

ANCILLARY ITEMSROADPLATES LADDERS

Product Length (mm)

Height (mm)

Weight kg

Trench Guard Panel

1.8mtr Panel 1800 1160 10

2.2mtr Panel 2200 1160 14

2.7mtr Panel 2700 1160 18

Corner Panel 775 775 12

Post - 1220 5

Box Clamp - - 6

Ladder Platform 1120 1090 97

Laddersafe Sheet Clamp - - 3

EDGE PROTECTION AND LADDER ACCESS

8x4x3/4” Anti Skid

3m, 4m, 5m, 6m & 7m Long

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T 01202 850 050

E [email protected]

CONTACT US

WWW.MAXXSHORING.COM