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...
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
CONTACT US
Issue 11/19
Depot Locations• Essex
• Midlands
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5
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10
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12
13
14
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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
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
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
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
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)
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
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.
10 WWW.MAXXSHORING.COM
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.
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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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
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
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