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European Data Sheet 1
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
Technical Data Sheets Metric Specification
European Technical Office Brickyard Road, Aldridge, Walsall WS9 8BW, UK.
Telephone: +44 1922 743743
Email: info@rmdkwikform.com Website: www.rmdkwikform.com
EN1090
EN14653
European Data Sheet 2
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
Contents
Ref Description Page
Contents Contents 2 Introduction 3
1.0 Components TGX06005 Tubeshor 610 Extension 500mm 4
TGX06010 Tubeshor 610 Extension 1000mm 4
TGX06020 Tubeshor 610 Extension 2000mm 4
TGX06030 Tubeshor 610 Extension 3000mm 4
TGX06040 Tubeshor 610 Extension 4000mm 4
TGX06070 Tubeshor 610 Extension 7000mm 4
TGX06115 Tubeshor 610 Extension 11500mm 4
TGX06209 Tubeshor 610 Pre-camber Shim 0.5 Deg 4
TGX06201 Tubeshor 610 Ram Unit 1675-2475mm 5
TGX06202 Tubeshor 610 Plain Swivel Unit Assembly 5
TGX06206 Tubeshor Spherical Bearer 6
TGX06207 Tubeshor Burnout Pack 250mm 6
TGX06208 Tubeshor Blanking Plate 25mm 6
TGX06210 Tubeshor 610 Weldable Stub 320mm (yellow) 7
TGX06211 Tubeshor 610 Weldable Stub 410mm (blue) 7
TGX06212 Tubeshor 610 Weldable Stub 610mm (orange) 7
TGX01000 Diesel Power Pack HP 500/120bar (orange) 9
VAU10046 Hydraulic Hose Pair 6m - 330/700bar 9
TGX06120 12 Tonne 1.25” Alloy Bow Shackle 9
VAU10019 4 Leg Chains 3mtr - SWL 6.7t 10mm 9
VAU10020 4 Leg Chains 5mtr - SWL 6.7t 10mm 9
2.0 Applications
Structural Parameters 10
Ground Shoring Applications 10
Vertical Shoring Applications 12
3.0 Appendix
Vertical Loading Curves 14
Horizontal Loading Curves 17
Thermal Loading Curves 26
Company Contacts 28
CONTENTS
European Data Sheet 3
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
Introduction
Comprising of a number of different lengths of leg extension and a range of accessories which bolt simply together at
the joints, the Tubeshor 610 hybrid hydraulic tubular shoring system is used for propping waling beams or capping
beams of large excavations and for vertical applications such as bridge bearing replacement. An integral hydraulic
ram unit is rated for an AWL of 2500kN rising to 4500kN once the unique mechanical lock off collar is engaged. High
rotation Swivel Units have an AWL of up to 4750kN and innovative Spherical Bearers 5000kN. If hydraulic adjustment/
preloading are not required, a comprehensive range of accessories is available to facilitate reduced cost options for
versatile and economical longer term propping solutions.
Design to EN Standards
The RMD Kwikform Tubeshor 610 Brace has been designed in accordance with EN14653, manufactured in
accordance with EN1090 and all components carry CE marking.
To facilitate a simplified scheme design using established permissible load methods, load performance data in this
document is displayed as an ‘Allowable working load’. Should Limit State Design be required, the Design Resistance
may be obtained by multiplying the Allowable Working Load values by 1.5.
INTRODUCTION
European Data Sheet 4
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
COMPONENTS
Tubeshor 610 Extensions
Used to affect coarse length adjustment of Tubeshor 610 props. Made from
610x12.7mm thick grade S460 CHS and 30mm thick ring flanges. Additional
bottom bolts in the flange joint boost performance in horizontal applications.
Allowable Working Loads: 5000kN max — see loading charts
Code Description Weight
TGX06005 Tubeshor 610 Extension 500mm 186 kg
TGX06010 Tubeshor 610 Extension 1000mm 305 kg
TGX06020 Tubeshor 610 Extension 2000mm 518 kg
TGX06030 Tubeshor 610 Extension 3000mm 703 kg
TGX06040 Tubeshor 610 Extension 4000mm 888 kg
TGX06070 Tubeshor 610 Extension 7000mm 1448 kg
TGX06115 Tubeshor 610 Extension 11500mm 2411 kg
TGX06209 Tubeshor 610 Pre-camber Shim 0.5 Deg 32.9kg
TGX06120 12 Tonne 1.25” Alloy Bow Shackle 4.43kg
Lift Tubeshor 610 using pairs of 12 Tonne 1.25”
Alloy Bow Shackles attached to the integral lifting
points at each end of the section.
500mm 1000mm 2000mm and Longer End View
854
800
Ø
Section Properties Area
Second moment of area I
Radius of gyration r
Elastic modulus z
Bending stiffness El xx
Self weight
Flange Connection
Max Joint bending moment—sagging
Max Joint bending moment—hogging
Lifting Point Safe Working Load
238cm2
106000 cm4
21.1 cm
3480 cm3
223000 kNm
2.25 kN/m run (varies)
14no. M30x100 gr 8.8 bolts
(BNX30100) and nut (BNX30000)
Torque in sequence to 200Nm
627 kNm
425 kNm
12 tonnes chain leg load with an
max included chain angle of 60°
12+2 No. 33Ø holes on a 720 PCD Lifting point
Integral forklift points/stands and rotation stops
enable safe storage of stacked sections. Stack
long sections with 100mm thick timber placed
between layers, one at each end of the sections.
When stacking sections, ensure that the
stand base plates bear on the welded
rotation stops.
Tapered Pre-camber Shims 0.5° (13-20mm)
are available for placement between bolted ring
flanges either singly or in pairs placed near the
middle of a horizontal prop to reduce self weight
deflection and increase allowable prop load, refer
to allowable working load charts. Insert only a
single Pre-camber Shim in
any bolted joint using 14
M30x140 grade 8.8 bolts
(BNX30140) torqued in
sequence to 200Nm.
The lifting ears must face
upwards!
Rotation Stop
European Data Sheet 5
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
COMPONENTS
Tubeshor 610 Ram Unit 1675-2475mm (TGX06201) weight 2413kg
Used in conjunction with Tubeshor 610 extensions to provide fine
length adjustment, hydraulic pre-load, lifting/lowering of load and load
release. Consists of inner and an outer steel tube sections with
integral 12T lifting points and a 250 tonne capacity hydraulic cylinder.
The inner section hydraulically extends by 800mm and incorporates a
threaded mechanical lock-off collar. For release of axial loads over
3000kN, incorporate a Burn Out Pack or Weldable Stub at the end of
the prop makeup. Requires use of the Diesel Power Pack HP
500/120bar and 700bar Hydraulic Hoses - refer to sheet 9.
Tubeshor 610 Plain Swivel Unit Assembly (TGX06202) weight 555kg
An asymmetrical unit used on the end of Tubeshor 610 prop to facilitate an angled
connection. Provides 60 degrees of rotation in one direction and 42 degrees in the other.
Elevation End View
854
12 No. 33Ø holes 1675 min - 2475 max
800
Ø
38 Ø holes in
lifting points
Top View
10 No. 33Ø holes
800
Ø
Bottom View Side View
Allowable Working Load varies depending on orientation and connected components:
4000kN max when fitted to the smaller end of the Tubeshor 610 Ram Unit
4750kN max when fitted to the larger end of the Tubeshor 610 Ram Unit or 610 Extension Leg
AWL with the pin in the vertical axis in ground shoring applications varies linearly between
4750kN with zero shear* and 3000kN with 130kN shear*; (*from self weight plus impact load).
460
42° 60°
18 No. 33Ø holes plus
8 No. 26Ø holes 800
500
European Data Sheet 6
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
COMPONENTS
Tubeshor Spherical Bearer (TGX06206) weight 358kg
Used at the end of a Tubeshor 610 prop to reduce load eccentricity and take up
angular variances of up to 5 degrees in any axis
Allowable Working Load = 5000kN
Side View
End View
800
Ø
Tubeshor Blanking Plate 25mm (TGX06208) weight 120kg
Used at the end of a prop bolted to the ring flange of a Tubeshor 610 Extension using 12No
M30x90 CSK bolts (code BNX30090) when a grouted bearing on concrete is required.
Allowable Working Load = 5000kN
244
Side View
End View
800
Ø
800
250
Tubeshor Burnout Pack 250mm (TGX06207) weight 201kg
800 Ø
Used at the end of the prop only when a grouted bearing on concrete is required and/or as
a sacrificial steel pack at the end of a prop only to aid striking of prop loads over 3000kN.
Allowable Working Load = 5000kN
12 No. 33 Ø holes
both faces
12 No. 33 Ø holes
European Data Sheet 7
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
COMPONENTS
Tubeshor 610 Weldable Stub 320mm — Yellow (TGX06210) weight 245kg
Used on the end of a Tubeshor 610 Extension Leg where hydraulic adjustment is not required. The end 600mm of
tube is left unpainted for cutting & welding on site. AWL - see sheet 8
Tubeshor 610 Weldable Stub 410mm — Blue (TGX06211) weight 294kg
A heavier duty unit used on the end of a Tubeshor 610 Extension Leg where hydraulic adjustment is not required. The
end 600mm of tube is left unpainted for cutting & welding on site. AWL - see sheet 8
1000
Section
25
324
End View
800
Ø
12 No. 33 Ø holes
800
Ø
End View
12 No. 33 Ø holes
1000
Section
30
410
Tubeshor 610 Weldable Stub 610mm — Orange (TGX06212) weight 217kg
The largest stub units for Tubeshor 610 props, the end 700mm is unpainted for cutting & welding on site. AWL - see
sheet 8
Section
30
610
End View
800
Ø
13 No. 33 Ø holes
1000
European Data Sheet 8
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
When used at the end of a horizontal prop, these units undergo bending and shear actions as well as axial loads. The
graph below enables local checks to be carried out for the three duties of Tubeshor Weldable Stubs when fitted at the
ends of horizontal Tubeshor 610 props with either pinned or fixed end conditions. For the overall strut performance use
the lower value taken from this graph and the graphs on pages 20-22.
Weldable stubs should be site welded to embedded steelwork or custom structural steel waling beams. It is not likely
that that trimming of the stub will be accurate enough to enable the loads to be transferred directly between the stub
and the supported steel and so all loads are carried by the site welding. When the stub is fully loaded as determined by
the graph below, the weld leg length should equal 1.4 times the stub tube thickness. When the prop is loaded below
the maximum the weld size may be proportionally reduced accordingly.
Tubeshor 610 Weldable Stubs — Performance Envelope
Weld Stub Type Tube Thickness /mm
Tubeshor 610 Weldable Stub 320mm — Yellow (TGX06210) 12.7
Tubeshor 610 Weldable Stub 410mm — Blue (TGX06211) 17.5
Tubeshor 610 Weldable Stub 610mm — Orange (TGX06212) 16
COMPONENTS
European Data Sheet 9
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
COMPONENTS
4 Leg Lifting Chains
Used for lifting individual Tubeshor 610 Brace extensions or the Tubeshor 610 Ram Unit 1675-
2475mm Safe Working Load - master link 6.7 tonnes, each leg 3.15 tonnes. Calculate the
load in inclined legs to ensure that individual legs are not overloaded.
Code Description Weight
VAU10019 4 Leg Chains 3mtr - SWL 6.7TON 10mm 30.0 kg
VAU10020 4 Leg Chains 5mtr - SWL 6.7TON 10mm 60.0 kg
Diesel Power Pack HP 500/120bar (orange) (TGX01000) weight 301kg
A grade 46 mineral oil only, diesel powered, twin gear hydraulic pump used
with the Tubeshor 610 Ram Unit to adjust length, apply preload, raise or
lower load and enable release of the locking collar.
Robust steel cage enclosure includes fork lift access below, welded lifting
points, access openings and a hinged access door with a key operated latch.
Having choke/throttle and key operated electric start, the high volume, mid-
pressure pump provides 10 litres per minute flow rate at a maximum pressure
of 120bar for easy pre-load and maximum retraction load of up to 75 tonnes.
An integral hydraulic booster enables smooth onward transition to a highly
controllable reduced flow rate of 1.3 litres per minute at a maximum pressure
of 500bar for extension loads in the Ram Unit of up to 250 tonnes.
For full instructions on use and maintenance, refer to Installation Guide UIX
30870 - Diesel Hydraulic Pump and attendant Handling, Inspection and
Maintenance (HIM) sheets.
Hydraulic Hose Pair 6m - 330/700bar (VAU10046)
A pair of joined hoses used to connect the Two Speed Diesel Power Packs
with Ram Units.
12 Tonne 1.25” Alloy Bow Shackle (TGX06120) weight 4.43kg
Used with RMDK 4-leg Lifting Chains to lift individual Tubeshor components and to connect
customers lifting slings to the integral 12 tonne load capcity lifting points on the Tubeshor
extensions and Ram Unit.
The high pressure feed hose is rated for a maximum pressure of 700 bar and has 1/4” HP flat face,
lockable quick release couplings and yellow identifier cuffs.
The medium pressure return hose is rated for a maximum pressure of 330bar and has 3/8” ISO A
quick release fittings. Use of different couplings ensures correct connection of the power pack and
couplings differ from hoses used with hand pumps thus avoiding contamination of hydraulic oil
based hoses and power packs with shoring fluid and vice versa.
European Data Sheet 10
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
APPLICATIONS
Structural Parameters To facilitate a simple scheme design using established permissible load methods, performance data is displayed as an
Allowable Working Load. Should limit state design be required, minimum Design Resistances may be obtained by
multiplying Allowable Working Loads by 1.5.
Graph values have been obtained using non-linear second order analysis including all relevant load actions,
geometric imperfections and bolted joint limitations. Limit State is reached at the onset of first elastic yield.
Ground Shoring Applications Horizontal or inclined props are arranged such that they restrain one or both sides of an excavation. In this mode
Tubeshor props are designed to comply with EN14653: Manually Operated Hydraulic Shoring Systems for Groundwork
Support, EC3: Design of Steel Structures and CIRIA C760: Guidance on Embedded Retaining Wall Designs.
Boundary Conditions
Props are modelled as simply supported having pinned ends with end axial loads applied with an eccentricity of either
50mm (10% of the end fitting in accordance with CIRIA C760) or 0mm depending on end fittings and orientation.
Geometrical Imperfections
An initial out of straightness of the overall prop of L/350, acting either up or down has been used. This value was
obtained from the raw material out of straightness of L/500 plus an allowance for additive tolerance during
manufacture; assembled props have been found to be much straighter than this.
A reduced flexural stiffness and strength for the bolted joints (established by 3D modelling backed up by full scale load
testing) has been taken into account. Correct modelling of the bolted joints between components is pivotal in
determining the correct strut curves.
The option to add one or two pre-camber shims of fixed 0.5° angle bolted between ring flanges near mid span has
been included which reduces self weight deflection and thus second order effects.
Load Actions and Partial Factors
A material factor of 1.1 has been used on resistance properties (moment and axial).
Self-Weight (Gk) is represented by a uniformly distributed load of 2.2 kN/m with a partial load factor 1.35
Geotechnical Loading (Gk,GEO) is applied with a partial load factor of 1.5
Accidental Loading (Qk,accidental) of either 0kN, 10kN or 20kN acts as a central point load with a partial load factor of 1.0
European Data Sheet 11
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
APPLICATIONS
Thermal Loading
Where appropriate thermal loading (Qk,temp) is considered separately and covers cases where the screw collar on the
Tubeshor Hydraulic Unit is locked down or raised.
Thermal Loading with the Screw Collar Locked
The load path is through the steel components of the prop. The Hydraulic unit is axially stiffer than the Tubeshor
extensions and this is evident by the rise in the thermal effect for shorter length props in charts T1 and T2.
Thermal Loading with the Screw Collar Raised
The axial load bypasses the casing of the Hydraulic Unit and passes instead through the hydraulic cylinder including
the column of hydraulic oil which has a bulk modulus (volumetric stiffness) 130 times lower than the elastic modulus of
steel. As a result props with raised screw collars have significantly less axial stiffness compared to those with the collar
locked, the stiffness of the hydraulic oil dominates and thermal loading values, which are now independent of prop
length, are shown as a table of values below.
Thermal Loading can be as a result of direct solar gain, daily temperature range, seasonal temperature variations or a
combination of all three. The thermal expansion coefficient of hydraulic oil is 58 times higher than for steel, making
temperature range for the oil also significant. The oil is buried within the confines of a hydraulic cylinder having 25mm
thick steel walls, itself encased in still air within a steel casing having 25/40mm thick walls. As a result the change in
temperature in the oil will lag behind that of the Tubeshor prop body.
For long term propping (over 3 months duration) it can be assumed that the temperature variation in the oil is equal to
that in the prop body. For short term propping (less than three months), solar gain and daily temperature variations will
take precedence over seasonal variation and the comparatively short period of these fluctuations and the confinement/
insulation of the mineral oil means that the temperature range in the mineral oil can be taken as 50% of that in the prop
body. Some competitors ignore the thermal expansion of the mineral oil and figures are also given below for this case.
Thermal load graphs include options for the stiffness factor for the supported wall - bof 0.3 appropriate for use with
sheet piled excavations or bof 0.5 appropriate for use with stiffer diaphragm or secant piled walls.
Screw Collar Raised β=0.3 Screw Collar Raised β=0.5
DT (°C) QkTemp (kN)
DT (°C) QkTemp (kN)
Ignoring Oil Short Term Long Term Ignoring Oil Short Term Long Term
10 68 121 174 10 183 236 289
20 134 241 347 20 366 472 579
30 201 361 521 30 548 708 868
40 268 481 695 40 731 944 1158
50 335 602 868 50 914 1181 1447
European Data Sheet 12
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
APPLICATIONS
Loading Combinations
In many markets it is not usual to allow for thermal loading but where this is required the results from the axial load and
thermal load charts can be combined in the following load cases from which the lowest allowable working load will
govern. This is the approach used in CIRIA C760:Guidance on Embedded Retaining Wall Design.
LC1: 1.35Gk + 1.35Gk,GEO + 0.9Qk,temp
LC2: 1.25Gk + 1.25Gk,GEO + 1.5Qk,temp
LC3: 1.0Gk + 1.0Gk,GEO + 1.0Qk,accidental + 0.6Qk,temp
Example Calculations
Check the suitability of a 15m long, non pre-cambered Tubeshor 610 knee brace with the screw collar raised and
having Swivel Units both ends with the pivot pins vertical is to be designed for an accidental load of 10kN and a
thermal range of 20°C in a sheet piled excavation.
Applied Load PSLS = 1500kN
Qk,temp = 347kN
From CIRIA C760, Section 8.1.6
LC1: 1.35Gk* + 1.35Gk,GEO + 0.9Qk,temp
1.35 x 1500 + 0.9 x 347 = 2338kN
LC2: 1.25Gk* + 1.25Gk,GEO + 1.5Qk,temp
1.25 x 1500 + 1.5 x 347 = 2396kN
LC3: 1.0Gk* + 1.0Gk,GEO + 1.0Qk,accidental* + 0.6Qk,temp
1.0 x 1500 + 0.6 x 347 = 1710kN
* contributions from prop self weight and accidental load are already included in the load charts.
For LC1 and LC2, using graph 610/H7. AWL = 1920kN
(To obtain design resistance, multiply by partial factor of 1.5) = 2880kN > 2396kN OK
For LC3, using graph 610/H8. AWL = 1820kN
(To obtain design resistance, multiply by partial factor of 1.5) = 2730kN > 1710kN OK
Vertical Shoring Applications Use of the Tubeshor 610 Spherical Bearer ensures concentric loading. Where the Tubeshor 610 Swivel Unit is used, a load ec-
centricity of zero has been used in one axis and 50mm in the other. We recommend that for loads in excess of 50% of the allowa-
ble prop working load, grouting should be used between the Swivel Unit end plate and a concrete foundation.
Vertical load charts include data for dynamic wind pressure q ranging from 0-3kN/m2
European Data Sheet 13
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
Chart Load Eccentricity/mm Accidental
Load/kN End 1 End 2
610/H1 0 0 0
610/H2 0 0 10
610/H3 0 0 20
610/H4 0 50 0
610/H5 0 50 10
610/H6 0 50 20
610/H7 50 50 0
610/H8 50 50 10
610/H9 50 50 20
Chart Load Eccentricity/mm
End 1 End 2
610/V1 0 0
610/V2 0 50
610/V3 50 50
Horizontal Shoring Axial Load Chart Schedule
Ground Shoring Thermal Load Chart Schedule
Vertical Shoring Axial Load Chart Schedule
Chart Wall Stiffness - b
610/T1 0.3
610/T2 0.5
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reserves the right to change any specification without giving prior notice.
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reserves the right to change any specification without giving prior notice.
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MD
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ithout permission.
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D K
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reserves the right to change any specification without giving prior notice.
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reserves the right to change any specification without giving prior notice.
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ithout permission.
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reserves the right to change any specification without giving prior notice.
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© T
he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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et 2
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© T
he information contained w
ithin these data sheets remain the property of R
MD
Kw
ikform and is not to be altered or reproduced w
ithout permission.
RM
D K
wikform
reserves the right to change any specification without giving prior notice.
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European Data Sheet 28
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Date: 12/12/2017 Issue : TG01
TUBESHOR 610 TUBULAR SHORING SYSTEM
Contact Details: International Offices
Europe
Head Office – United Kingdom
RMD Kwikform, Brickyard Road,
Aldridge, Walsall WS9 8BW, UK.
Tel: +44 1922 743743
Fax: +44 1922 743400
Email: info@rmdkwikform.com
Ireland
RMD Kwikform,
Ballyboggan Road,
Finglas, Dublin 11, Ireland.
Tel: +353 1 830 2500
Fax: +353 1 830 2741
Email: rmd.dublin@rmdkwikform.com
Spain
RMD Kwikform,
Paseo del Club Deportivo s/n,
Urbanización La Finca, Edif.3, 1O Izda.
Somosaguas, 28223 Pozuelo de Alarcón Madrid.
Tel: +34 91 555 61 04
Fax: +34 91 555 47 45
Email: rmd.madrid@rmdkwikform.com
Portugal
RMD Kwikform,
Av. 25 de Abril, 32 - 1 Esq,
2870 - 150 Montijo, Portugal.
Tel: +351 21 232 86 88
Fax: +351 21 231 57 15
Email: rmd.lisboa@rmdkwikform.com
Sweden
RMD Kwikform
Husie Kyrkoväg 49, Box 14015,
200 24 Malmo, Sweden.
Tel: +46 4049 17 50
Fax: +46 4049 46 14
Email: mats.nilsson@heabbygg.se
Asia Pacific
Australia
RMD (Australia) Pty. Ltd.
PO Box 169, Melrose Park,
South Australia, 5039.
Tel: +61 8 8179 8200
Fax: +61 8 8179 8201
Email: rmd.australia@rmdformwork.com
Hong Kong
RMD Kwikform,
22/F Excel Center,
483A Castle Peak Road,
Cheung Sha Wan, Kowloon, Hong Kong.
Tel: +852 2415 4882
Fax: +852 2745 0232
Email: rmd.hongkong@rmdkwikform.com
New Zealand
RMD (New Zealand) Ltd.
PO Box 22-316, 101-105 Station Road,
Otahuhu, Auckland 6, New Zealand.
Tel: +64 9 276 5955
Fax: +64 9 276 6732
Email: rmd.auckland@rmdformwork.com
Philippines
RMD Kwikform,
Units 2406-2409,
Raffles Corporate Center,
F. Ortigas Jr. Road,
Ortigas Center,
Pasig City,
Philippines.
Tel: +632 696 7635
Fax: +632 661 6456
Email: rmd.manila@rmdkwikform.com
Middle East
UAE
RMD Kwikform,
PO Box 5801, Sharjah,
United Arab Emirates.
Tel: +971 6 5534173
Fax: +971 6 5534327
Email: rmd.uae@rmdkwikform.com
Qatar
RMD Kwikform,
PO Box 405, Doha, Qatar.
Tel: +974 467 5925
Fax: +974 465 3282
Email: rmd.qatar@rmdkwikform.com
Bahrain
RMD Kwikform,
C/O CGH ,
Building 829, Flat 11,
Block 408, Sanabis,
Kingdom of Bahrain.
Tel: +973 1738 2724
Fax: +973 1755 8711
Email: rmd.bahrain@rmdkwikform.com
Oman
RMD Kwikform Oman LLC
PO Box 889
Post Code 115
Muscat
Sultanate of Oman
Tel: +968 2463 6776
Fax: +968 2447 8328
Lebanon
RMD Kwikform,
Ishaac Bin Honein Street,
Ashrafieh, Nr, Beirut, Lebanon.
Tel: +961 545 0214
Fax: +961 595 5387
Email: youfo@cyberia.net.lb
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