Tubeshor 1060 Technical Datasheets.pdf

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Technical Data Sheets Metric Specification

European Technical Office Brickyard Road, Aldridge, Walsall WS9 8BW, UK. Telephone: +44 1922 743743 Email: [email protected] Website: www.rmdkwikform.com

EN1090 EN14653

European Data

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 1

TUBESHOR 1060 TUBULAR SHORING SYSTEM Contents Ref

Description

Page

Contents Contents Introduction

2 3

1.0

Components

TGX10144 TGX10288 TGX10576 TGX11152 TGX06209 TGX06120 TGX10000 TGX06005 TGX06010 TGX06001 TGX06202 TGX06206 TGX06207 TGX06208 TGX06211 TGX01000 VAU10046 TGX06120 VAU10049 VAU10050

Tubeshor 1060 Extension 1.44m Tubeshor 1060 Extension 2.88m Tubeshor 1060 Extension 5.76m Tubeshor 1060 Extension 11.52m Tubeshor 1060 Pre-camber Shim Set 12 Tonne 1.25” Alloy Bow Shackle Tubeshor 1060 - 610 Adaptor Cone 1000mm Tubeshor 610 Extension 500mm Tubeshor 610 Extension 1000mm Tubeshor 610 Ram Lock Unit 1675-2475mm Tubeshor 610 Plain Swivel Unit Assembly Tubeshor Spherical Bearer Tubeshor Burnout Pack 250mm Tubeshor Blanking Plate 25mm Tubeshor 610 Weldable Stub 410mm (blue) Diesel Power Pack HP 500/120bar (orange) 1/4” & 1/2” Hose Pair 6.0m - 700/400bar 12 Tonne 1.25” Alloy Bow Shackle 2 Leg Chains 6m SWL 11.2t/16mm, 390/610 2 Leg Chains 8m SWL 17t/20mm, 550/1060

2.0

Applications

4 4 4 4 4 4 5 5 5 6 6 6 6 6 6-7 8 8 8 8 8

Structural Parameters Ground Shoring Applications Vertical Shoring Applications

3.0

9 9-11 11

Appendix Load Chart Schedules Vertical Loading Curves Horizontal Loading Curves Thermal Loading Curves Prop Makeup Tables Company Contacts

European Data

CONTENTS

12 13-15 16-24 25-32 33-34 35

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 2

TUBESHOR 1060 TUBULAR SHORING SYSTEM Introduction Comprising only four versatile lengths of leg extension and a cone reducer which bolt simply together at the joints, Tubeshor 1060 is used with the Tubeshor 610 hybrid hydraulic tubular shoring system accessories to achieve greater spans/loads when propping waling beams or capping beams of large excavations and greater un-braced heights/loads for vertical applications such as bridge bearing replacement. The Tubeshor 610 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 1060 System 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.

European Data

INTRODUCTION

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 3

TUBESHOR 1060 TUBULAR SHORING SYSTEM Tubeshor 1060 Extensions Used to affect coarse length adjustment of Tubeshor 1060 props. Made from 13.7mm thick grade S460, 16mm thick grade S355 or equivalent CHS and 30mm thick ring flanges. Additional internal bolts in the flange joint boost performance in horizontal propping applications by up to 500%. Allowable Working Loads: 10000kN max — see loading charts Lifting point

Rotation Stop

Note: 11.52m Extension has 6 lifting points

1303

1267 Ø

24 External + 24 Internal 33Ø holes

1440mm End View 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. Lift Tubeshor 1060 using pairs of 12 Tonne 1.25” Alloy Bow Shackles attached to the integral lifting points at each end of the section.

2880mm and Longer

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 BM—24 bolts Max Joint BM — 36 bolts Max Joint BM — 48 bolts Lifting Point Safe Working Load

440-528 cm2 611000-730000 cm4 37 cm 11500-13700cm3 1280000-1530000 kNm2 3.63-5.75kN/m run 24, 36 or 48no. M30x100 gr 8.8 bolts and nuts (BNX30100 + BNX30000) Torque in sequence to 200Nm 842 kNm 1680 kNm 2330 kNm 12 tonnes chain leg load with an max included chain angle of 60°

Tapered Pre-camber Shim Sets 1.0° (8.330mm thick) are available for placement between bolted ring flanges either singly or in pairs placed near the middle of a horizontal prop to reduce * Varies according to makeup and the tube thickness used during manufacture self weight deflection and increase allowable prop load, refer to allowable working load charts. Insert only a single PreCode Description Weight camber Shim Set in any Tubeshor 1060 Extension 1.44m 748-844 kg bolted joint using the TGX10144 Tubeshor 1060 Extension 2.88m 1270-1460 kg required number of TGX10288 TGX10576 Tubeshor 1060 Extension 5.76m 2260-2660 kg M30x140 grade 8.8 bolts Tubeshor 1060 Extension 11.52m 4260-5050 kg (BNX30140) torqued in TGX11152 TGX06209 Tubeshor 1060 Pre-camber Shim Set 102 kg sequence to 200Nm. TGX06120

European Data

COMPONENTS

12 Tonne 1.25” Alloy Bow Shackle

Date: 18/06/2018

Issue : TG01

© 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.

4.43 kg

Sheet 4

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Tubeshor 1060 - 610 Adaptor Cone 1000mm (TGX10000) weight 437kg Used to connect Tubeshor 1060 Extensions to Tubeshor 610 accessories. Connects to the Tubeshor 1060 Extensions with 24 No. M30x100 grade 8.8 Bolts and to the Tubeshor 610 accessories using 12 No. M30x100 grade 8.8 Bolts. AWL = 4500kN 24 No. 33Ø holes

800 Ø

1267 Ø

38 Ø hole in lifting point

Internal Stacking plates

12 No. 33Ø holes

1000 End View

Elevation

Tubeshor 610 Extensions A maximum of 1.5m length is used at the non Ram Unit end of Tubeshor 1060 props to affect medium range length adjustment. Made from 610x12.7mm thick grade S460 CHS and 30mm thick ring flanges. Structural properties do not limit the performance of Tubeshor 1060 props up to 50m in length. Refer to Tubeshor 610 Data sheets for further details. Permitted Tubeshor 610 End Makeup No extensions permitted here

610 Ram Unit

500mm

European Data

1000mm

COMPONENTS

1500 max

1060

1060

Code

Description

Weight

TGX06005 TGX06010

Tubeshor 610 Extension 500mm Tubeshor 610 Extension 1000mm

186 kg 305 kg

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 5

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Tubeshor 610 Ram Lock Unit 1675-2475mm (TGX06001) weight 2413kg Used fitted directly to the Tubeshor 1060 Adapter Cone 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. Refer to sheet 8 for hose and pump details. AWL = 2500kN on the ram, 4500kN with the screw collar locked. 12 No. 33Ø holes

1675 min - 2475 max

854

800 Ø

38 Ø holes in lifting points

Elevation

End View

Tubeshor 610 End Fittings used With Tubeshor 1060 Props

Plain Swivel Unit Assy (TGX06202)

Spherical Bearer (TGX06206)

Weldable Stub - Blue (TGX06211) European Data

COMPONENTS

Burnout Pack 250mm (TGX06207)

Blanking Plate 25mm (TGX06208)

For further details refer to Tubeshor 610 data sheets Date: 18/06/2018

Issue : TG01

© 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.

Sheet 6

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Performance when used with Tubeshor 610 Stub End 410mm (Blue) When fitted at the ends of horizontal Tubeshor 1060 props with any degree of rotational end restraint, the overall strut performance is determined by use of the lower value taken from the graph below and graphs 1060/H4-1060/H6. Weldable stubs can be site welded to the Customer’s or RMDK embedded steel plates. For details of RMDK embedded plates refer to Tubeshor 610 Data. It is not likely that that site 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 20mm. When the prop is loaded below the maximum the weld size may be proportionally reduced. Allowable Load for Tubeshor 1060 Struts Terminating with 410 Weld Stubs 2500

Allowable Axial Load - kN

2000

1500

1000

500 0.0

5.0

10.0

15.0

20.0

25.0

Issue : TG01

Sheet 7

Prop Length - m

European Data

COMPONENTS

Date: 18/06/2018

© 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.

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Diesel Power Pack HP 500/120bar (orange) (TGX01000) weight 301kg A grade 46 mineral oil only, diesel powered, twin gear hydraulic pump used with Tubeshor 610 Ram Units to adjust length, apply preload, raise or lower load and enable release of any 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, midpressure 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.

1/4” & 1/2” Hose Pair 6.0m - 700/400bar (VAU10046) weight 5.8kg A pair of joined hoses used to connect the Two Speed Diesel Power Packs with Tubeshor 610 Ram Units. The high pressure feed hose is rated for a maximum pressure of 700bar 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 400bar 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.

Lifting Accessories Used to handle individual components during assembly and to lift assembled props into the excavation. The Alloy Bow Shackle attaches to the 12t SWL welded lifting lugs on the components and the 2 Leg Chains are used to connect to the lifting equipment. Calculate the load in inclined legs to ensure that individual chain legs are not overloaded. Tubeshor props 50m long weigh up to 24tonnes; either lift the prop into the excavation in sections or, if lifting in wholesale, use two layers of appropriately rated slings to enable the prop assembly to be lifted equally at four welded lifting points, two at each end of the prop. Code

Description

TGX06120 VAU10049 VAU10050

12 Tonne 1.25” Alloy Bow Shackle 2 Leg Chains 6m SWL 11.2t/16mm, 390/610 2 Leg Chains 8m SWL 17t/20mm, 550/1060

European Data

COMPONENTS

SWLTotal

SWLSingle Leg

Weight

12.0t 8.0t 12.5t

4.43 kg kg

12.0t 11.2t 17.0t

Date: 18/06/2018

Issue : TG01

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Sheet 8

TUBESHOR 1060 TUBULAR SHORING SYSTEM 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 size 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 straighter than this. A reduced strength for the bolted joints in the three permitted configurations 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 1.0° angle bolted between ring flanges near mid span has been included which reduces self weight deflection and 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 4.57kN/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

APPLICATIONS

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 9

TUBESHOR 1060 TUBULAR SHORING SYSTEM Thermal Loading Where appropriate thermal loading (Qk,temp) is considered separately and covers cases where the screw collar on the Tubeshor 610 Ram Lock Unit is locked down or raised. 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 (in accordance with CIRIA 760 - Guidance on Embedded Retaining Wall Design, paragraph 8.1.7).

Thermal Loading with the Screw Collar Locked The load path is through the steel components of the prop. The Ram Lock Unit is similar in stiffness to the Tubeshor 1060 extensions and this is evident by the relatively constant thermal effect for all lengths of prop in charts T1 and T2.

Thermal Loading with the Screw Collar Raised The axial load bypasses the casing of the Ram Lock 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 than those with the collar locked. Thermal Loading can be as a result of direct solar gain, daily temperature range, seasonal temperature variations or more commonly 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. In the absence of measured data, it is for the designer to decide any appropriate difference in thermal range between the hydraulic oil and steel prop exterior. Graphs are provided for the following conditions and RMDK’s interpretation as to appropriate usage is shown in italic text. Some proprietary equipment suppliers use δT Hydraulic Oil = 0 for all design durations. 1. δT Hydraulic Oil = 0

Extreme short term loading - 1 day

2. δT Hydraulic Oil = 50% δT Prop

Short term loading < 3 months (daily thermal range dominates)

3. δT Hydraulic Oil = δT Prop

Long term loading > 3 months (seasonal and daily thermal ranges apply)

European Data

APPLICATIONS

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 10

TUBESHOR 1060 TUBULAR SHORING SYSTEM 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 40m long, non pre-cambered Tubeshor 1060 prop with the screw collar raised and having Swivel Units both ends with the pivot pins vertical. The prop is to be designed for an accidental load of 10kN and a thermal range of 20°C in a sheet piled wall excavation. The excavation is to be open for 40 weeks. Applied Load

PSLS = 1500kN

As the excavation is to be open for 40 weeks, use the long term thermal load chart 1060/T5 - Qk,temp = 425kN From CIRIA C760, Section 8.1.6 LC1:

1.35Gk* + 1.35Gk,GEO + 0.9Qk,temp 1.35 x 1500 + 0.9 x 425

LC2:

= 2408kN

1.25Gk* + 1.25Gk,GEO + 1.5Qk,temp 1.25 x 1500 + 1.5 x 425

LC3:

= 2513kN

1.0Gk* + 1.0Gk,GEO + 1.0Qk,accidental* + 0.6Qk,temp 1.0 x 1500 + 0.6 x 425

= 1755kN

* Contributions from prop self weight and accidental load are already included in the load charts. Using 24 no. external and 12 no. alternate internal bolts For LC1 and LC2, using graph 1060/H7

AWL = 1750kN

(To obtain design resistance, multiply by partial factor of 1.5) = 2625kN > 2513kN For LC3, using graph 1060/H8

OK

AWL = 1650kN

(To obtain design resistance, multiply by partial factor of 1.5) = 2475kN > 1755kN OK

Vertical Shoring Applications Use of the Tubeshor 610 Spherical Bearer at the end of the prop ensures concentric loading. Where the Tubeshor 610 Swivel Unit is used, a load eccentricity of zero has been used in one axis and 50mm in the other. We recommend that for loads in excess of 50% of the allowable 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

APPLICATIONS

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 11

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Vertical Shoring Axial Load Chart Schedule Load Eccentricity/mm End 1 End 2 0 0 0 50 50 50

Chart 1060/V1 1060/V2 1060/V3

Horizontal Shoring Axial Load Chart Schedule Load Eccentricity/mm End 1 End 2 0 0 0 0 0 0 0 50 0 50 0 50 50 50 50 50 50 50

Chart 1060/H1 1060/H2 1060/H3 1060/H4 1060/H5 1060/H6 1060/H7 1060/H8 1060/H9

Accidental Load/ kN 0 10 20 0 10 20 0 10 20

Ground Shoring Thermal Load Chart Schedule Chart

Screw Collar

1060/T1 1060/T2 1060/T3 1060/T4 1060/T5 1060/T6 1060/T7 1060/T8

Locked Locked Raised Raised Raised Raised Raised Raised

European Data

Wall Stiffness - b δT Oil/δT Prop - % 0.3 0.5 0.3 0.3 0.3 0.5 0.5 0.5

APPLICATIONS

N/A N/A 0% 25% 50% 0% 25% 50%

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 12

Vertical Tubeshor 1060 Allowable Axial Loads

Chart 1060/V1

10000 Tubeshor 610 Spherical Bearers both ends (Load eccentricity 0,0mm)

9000 Full lines for 48 Joint Bolts

8000

6000

5000

Dynamic Wind Pressure - q

Allowable Axial Load - kN

7000

5000kN limit - All Tubeshor 610 components. For details of all limits refer to Tubeshor 610 data

4000

3000

3000kN - Load release limit for locked Ram Unit 2500kN - Raising/ lowering/ preloading using hydraulic cylinder

0kN/m2

2000

1kN/m2

1000

2kN/m2

Broken Lines lines for 24 Joint Bolts

3kN/m2

0 10

15

20

25

30

35 Overall Height - m

40

45

50

55

60

Vertical Tubeshor 1060 Allowable Axial Loads

Chart 1060/V2

10000 Tubeshor 610 Spherical Bearer one end and Swivel Unit the other end. Or Swivel Units both ends at 90 degrees on plan (Load eccentricity 0,50mm)

9000

8000 Full lines for 48 Joint Bolts

6000

5000

Dynamic Wind Pressure - q

Allowable Axial load - kN

7000

5000kN limit - All Tubeshor 610 components. For details of all limits refer to Tubeshor 610 data

4000

3000

3000kN - Load release limit for locked Ram Unit 2500kN - Raising/ lowering/ preloading using hydraulic cylinder

0kN/m2

2000

1kN/m2

1000

2kN/m2

Broken Lines lines for 24 Joint Bolts

3kN/m2

0 10

15

20

25

30

35 Overall height - m

40

45

50

55

60

Vertical Tubeshor 1060 Allowable Axial Loads

Chart 1060/V3

9000 Tubeshor 610 Swivel Units both ends (Load eccentricity 50,50mm) 8000 Full lines for 48 Joint Bolts

6000

5000

Dynamic Wind Pressure - q

Allowable Axial load - kN

7000

5000kN limit - All Tubeshor 610 components. For details of all limits refer to Tubeshor 610 data

4000

3000

3000kN - Load release limit on locked Ram Unit 2500kN - Raising/ lowering/ preloading using hydraulic cylinder

0kN/m2

2000

1kN/m2

1000

2kN/m2

Broken Lines lines for 24 Joint Bolts

3kN/m2

0 10

15

20

25

30

35 Overall height - m

40

45

50

55

60

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H1

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connected to smaller end of 610 Hydraulic Unit (arrangement C)

Allowable Axial load / kN

3500

3000

48 joint bolts + 2 shims near mid span 3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

Accidental Load

2500

0kN 2500kN Limit for application of load & continuous support using hydraulic ram

A 2000

B 1500

C

1000

24 external joint bolts + 12 alternate internal bolts Each shim 1 degree both ends pinned No eccentricity No accidental load

48 joint bolts with no shims

24 external joint bolts

Load Eccentricity 0/0mm

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H2

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connected to smaller end of 610 Hydraulic Unit (arrangement C)

Allowable Axial load / kN

3500

3000

48 joint bolts + 2 shims near mid span 3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

Accidental Load

2500

10kN 2500kN Limit for application of load & continuous support using hydraulic ram

A 2000

B 1500

24 external joint bolts + 12 alternate internal bolts

Each shim 1 degree both ends pinned No eccentricity 10 Kn accidental load

48 joint bolts with no shims

C

1000

Load Eccentricity 0/0mm

24 external joint bolts

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H3

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connected to smaller end of 610 Hydraulic Unit (arrangement C)

3500

Allowable Axial load / kN

48 joint bolts+ 2 shims near mid span

3000

3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

Accidental Load

2500

20kN 2500kN Limit for application of load & continuous support using hydraulic ram

A 2000

24 external joint bolts + 12 alternate internal bolts

BEach shim 1 degree both ends pinned No eccentricity 20 Kn accidental load

1500

48 joint bolts with no shims

C

1000

24 external joint bolts Load Eccentricity 0/0mm

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H4

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connected to smaller end of 610 Hydraulic Unit (arrangement E)

Allowable Axial load / kN

3500

3000

2500

48 joint bolts + 2 shims near mid span 3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

Accidental Load

2000

0kN 24 external joint bolts + 12 alternate internal bolts

DEach shim 1 degree

both ends pinned applied load eccentric one end only by 50mm No Accidental load

1500

48 joint bolts with no shims

E

1000

24 external joint bolts Load Eccentricity 0/50mm

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H5

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connect to small end of 610 Hydraulic Unit (arrangement E)

Allowable Axial load / kN

3500

3000

2500

48 joint bolts + 2 shims near mid span 3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

Accidental Load

2000

D 1500

E

1000

10kN 24 external joint bolts + 12 alternate internal bolts

Each shim 1 degree both ends pinned applied load eccentric one end only by 50mm 10 kN accidental load

48 joint bolts with no shims

Load Eccentricity 0/50mm

24 external joint bolts

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H6

4500 48 joint bolts + 1 shim near mid span

4000

4000kN limit Tubeshor 610 Swivel Unit connect to small end of Hydraulic Unit (arrangement E)

Allowable Axial load / kN

3500

3000

2500

48 joint bolts + 2 shims near mid span

3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

Accidental Load

2000

D 1500

E

1000

20kN 24 external joint bolts + 12 alternate internal bolts

Each shim 1 degree both ends pinned applied load eccentric one end only by 50mm 20 kN accidental load

48 joint bolts with no shims

Load Eccentricity 0/50mm

500 10

15

20

24 external joint bolts

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H7

4000 48 joint bolts + 1 shim near mid span

3500

Allowable Axial load / kN

3000

2500

48 joint bolts + 2 shims near mid span

3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

2000 24 external joint bolts + 12 alternate internal bolts

1500 Each shim 1 degree Accidental Load both ends pinned applied load eccentric both ends by 50mm No Accidental load

0kN 48 joint bolts with no shims

F

1000

Load Eccentricity 50/50mm

24 external joint bolts

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H8

4000 48 joint bolts + 1 shim near mid span

3500 48 joint bolts + 2 shims near mid span

Allowable Axial load / kN

3000

2500

3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

2000

24 external joint bolts + 12 alternate internal bolts

1500 Accidental Each shim 1 Load degree

F

1000

10kN

both ends pinned applied load eccentric both ends by 50mm 10 kN Accidental load applied mid span

48 joint bolts with no shims

Load Eccentricity 50/50mm

24 external joint bolts

500 10

15

20

25

30 Overall Prop Length / m

35

40

45

50

Horizontal Tubeshor 1060 Allowable Axial Load

CHART 1060/H9

4000 48 joint bolts + 1 shim near mid span

3500 48 joint bolts + 2 shims near mid span

Allowable Axial load / kN

3000

2500

3000kN Limit for load release of Tubeshor 610 Hydraulic Unit screw collar

2500kN Limit for application of load & continuous support using hydraulic ram

2000

1500 Accidental Load

F

1000

20kN

24 external joint bolts + 12 alternate internal bolts

Each shim 1 degree both ends pinned applied load eccentric both ends by 50mm Accidental load 20kN applied mid span Load Eccentricity 50/50mm

48 joint bolts with no shims 24 external joint bolts

500 5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Sheet Pile Wall Excavations Screw Collar Locked, Wall Stiffness Factor ß = 0.3, Any Duration

Chart 1060/T1

2200 50°

2000 1800

40°

Induced Thermal Load / kN

1600 1400

30°

1200 1000

20°

800 600 400

10° Temperature Change - °C

200 0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Concrete Wall Excavations Screw Collar Locked, Wall Stiffness Factor ß = 0.5, Any Duration 3500

Chart 1060/T2

50°

3000 40°

Induced Thermal Load / kN

2500

30°

2000

1500 20°

1000 10° Temperature Change - °C

500

0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Sheet Pile Wall Excavations Screw Collar Raised, Wall Stiffness Factor ß = 0.3, δT Hydraulic Oil = Zero, Short Term

Chart 1060/T3

1000 50° 900 800 40°

Induced Thermal Load / kN

700 600

30°

500 400

20°

300 200

10°

100

Temperature Change - °C

0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Sheet Pile Wall Excavations Screw Collar Raised, Wall stiffness Factor ß = 0.3, δT Hydraulic Oil = 25% δT Prop, Medium Term

Chart 1060/T4

1100 50° 1000 900 40°

Induced Thermal Load / kN

800 700 30° 600 500 20°

400 300

10°

200

Temperature Change - °C

100 0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Sheet Pile Wall Excavations Screw Collar Raised, Wall stiffness Factor ß = 0.3, δT Hydraulic Oil = 50% δT Prop, Long Term

Chart 1060/T5

1200

50°

1100 1000 40°

Induced Thermal Load / kN

900 800 30°

700 600 500

20°

400 300 10° 200

Temperature Change - °C

100 0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Concrete Wall Excavations Screw Collar Raised, Wall Stiffness Factor ß = 0.5, δT Hydraulic Oil = Zero, Short Term

Chart 1060/T6

1600

50°

1400 40°

Induced Thermal Load / kN

1200

1000

30°

800 20°

600

400 10° Temperature Change - °C

200

0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Concrete Wall Excavations Screw Collar Raised, Wall stiffness Factor ß = 0.5, δT Hydraulic Oil = 25% δT Prop, Medium Term

Chart 1060/T7

1800

50°

1600 40°

Induced Thermal Load / kN

1400

1200 30° 1000

800 20° 600

10°

400

Temperature Change - °C

200

0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

Unfactored Thermal Loads in Tubeshor 1060 Props in Concrete Wall Excavations Screw Collar Raised, Wall Stiffness Factor ß = 0.5, δT Hydraulic Oil = 50% δT Prop, Long Term

Chart 1060/T8

2000

50°

1800 1600

40°

Induced Thermal Load / kN

1400 1200

30°

1000 800

20°

600 10°

400

Temperature Change - °C

200 0 0

5

10

15

20

25

30

Overall Prop Length / m

35

40

45

50

TUBESHOR 1060 TUBULAR SHORING SYSTEM TGX06202 TGX06201 Length of Prop 'L' (mm) (Working Ram Unit Dimensions) Plain Swivel 1675Unit Assy 2475mm min max

TGX10000

TGX10144

TGX10288

TGX10576

TGX11152

TGX06005

TGX06010

BNX30100 BNX30005

Adaptor Cone 1000mm

1060 Extension 1.44m

1060 Extension 2.88m

1060 Extension 5.76m

1060 Extension 11.52m

610 Extension 500mm

610 Extension 1000mm

M30x100 gr8.8 Bolts

1

7035

7835

2

1

2

1

2

7535

8335

2

1

2

1

3

7975

8775

2

1

2

1

4

8475

9275

2

1

2

1

5

8975

9775

2

1

2

1

1

6

9415

10215

2

1

2

1

1

1

7

9915

10715

2

1

2

1

1

8

10415

11215

2

1

2

1

1

9

10855

11655

2

1

2

1

10

11355

12155

2

1

2

1

11

11855

12655

2

1

2

1

12

12795

13595

2

1

2

1

1

13

13295

14095

2

1

2

1

1

1

14

13735

14535

2

1

2

1

1

1

15

14235

15035

2

1

2

1

1

16

14735

15535

2

1

2

1

1

1

17

15175

15975

2

1

2

1

1

1

1

18

15675

16475

2

1

2

1

1

1

19

16175

16975

2

1

2

1

1

1

20

16615

17415

2

1

2

1

21

17115

17915

2

1

2

1

22

17615

18415

2

1

2

1

1

23

18055

18855

2

1

2

1

1

1

24

18555

19355

2

1

2

1

1

25

19055

19855

2

1

2

1

1

1

26

19495

20295

2

1

2

1

1

1

27

19995

20795

2

1

2

1

1

28

20495

21295

2

1

2

1

1

1

29

20935

21735

2

1

2

1

1

1

1

30

21435

22235

2

1

2

1

1

1

31

21935

22735

2

1

2

1

1

1

1

32

22375

23175

2

1

2

1

1

1

33

22875

23675

2

1

2

1

1

34

23375

24175

2

1

2

1

1

1

35

23815

24615

2

1

2

1

1

1

1

36

24315

25115

2

1

2

1

1

1

37

24815

25615

2

1

2

1

38

25755

26555

2

1

2

39

26255

27055

2

1

2

40

26695

27495

2

1

2

1

41

27195

27995

2

1

2

42

27695

28495

2

1

2

43

28135

28935

2

1

44

28635

29435

2

1

European Data

1

92

92

1

104

104

92

92

1

1

92

92

1

104

104

116

116

1

116

116

1

128

128

92

92

1

92

92

1

104

104

1

116

116

1

128

128

116

116

1

116

116

1

128

128

140

140

1

140

140

1

152

152

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

1

2

2

Date: 18/06/2018

1

1

1

APPLICATIONS

1 1

1

1

M30 Hex Nuts gr8

92

92

1

92

92

1

104

104

116

116

1

116

116

1

128

128

116

116

1

116

116

1

128

128

140

140

1

140

140

1

152

152

116

116

1

116

116

1

128

128

140

140

1

140

140

1

152

152

1

140

140

1

152

152

164

164

1

164

164

1

176

176

116

116

116

116

1

Issue : TG01

© 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.

Sheet 33

TUBESHOR 1060 TUBULAR SHORING SYSTEM TGX06202 TGX06201 Length of Prop 'L' (mm) (Working Ram Unit Dimensions) Plain Swivel 1675Unit Assy min max 2475mm

TGX10000

TGX10144

TGX10288

TGX10576

TGX11152

TGX06005

TGX06010

BNX30100 BNX30005

Adaptor Cone 1000mm

1060 Extension 1.44m

1060 Extension 2.88m

1060 Extension 5.76m

1060 Extension 11.52m

610 Extension 500mm

610 Extension 1000mm

M30x100 gr8.8 Bolts

M30 Hex Nuts gr8

2

1

1

128

128

1

45

29135

29935

2

1

2

46

29575

30375

2

1

2

1

2

47

30075

30875

2

1

2

1

2

48

30575

31375

2

1

2

1

2

1

49

31015

31815

2

1

2

1

2

1

50

31515

32315

2

1

2

1

2

51

32015

32815

2

1

2

1

2

1

52

32455

33255

2

1

2

1

1

2

1

53

32955

33755

2

1

2

1

1

2

54

33455

34255

2

1

2

1

1

2

1

55

33895

34695

2

1

2

1

2

1

56

34395

35195

2

1

2

1

2

57

34895

35695

2

1

2

1

2

1

58

35335

36135

2

1

2

1

1

2

1

59

35835

36635

2

1

2

1

1

2

60

36335

37135

2

1

2

1

1

2

61

37275

38075

2

1

2

1

1

2

62

37775

38575

2

1

2

1

1

2

1

63

38215

39015

2

1

2

1

1

1

2

1

64

38715

39515

2

1

2

1

1

1

2

65

39215

40015

2

1

2

1

1

1

2

1

66

39655

40455

2

1

2

3

1

67

40155

40955

2

1

2

3

68

40655

41455

2

1

2

3

1

69

41095

41895

2

1

2

1

3

1

70

41595

42395

2

1

2

1

3

71

42095

42895

2

1

2

1

3

1

72

42535

43335

2

1

2

1

3

1

73

43035

43835

2

1

2

1

3

74

43535

44335

2

1

2

1

3

1

75

43975

44775

2

1

2

1

1

3

1

76

44475

45275

2

1

2

1

1

3

77

44975

45775

2

1

2

1

1

3

1

78

45415

46215

2

1

2

1

3

1

79

45915

46715

2

1

2

1

3

80

46415

47215

2

1

2

1

3

1

81

46855

47655

2

1

2

1

1

3

1

82

47355

48155

2

1

2

1

1

3

83

47855

48655

2

1

2

1

1

3

1

84

48295

49095

2

1

2

1

1

3

1

85

48795

49595

2

1

2

1

1

3

86

49295

50095

2

1

2

1

1

3

1

87

49735

50535

2

1

2

1

1

3

1

European Data

APPLICATIONS

1

Date: 18/06/2018

1

140

140

1

140

140

1

152

152

140

140

1

140

140

1

152

152

164

164

1

164

164

1

176

176

140

140

1

140

140

1

152

152

164

164

1

164

164

1

176

176

1

164

164

1

176

176

188

188

1

188

188

1

200

200

140

140

1

140

140

1

152

152

164

164

1

164

164

1

176

176

164

164

1

164

164

1

176

176

188

188

1

188

188

1

200

200

164

164

1

164

164

1

176

176

188

188

1

188

188

1

200

200

188

188

1

188

188

1

200

200

212

212

Issue : TG01

© 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.

Sheet 34

TUBESHOR 1060 TUBULAR SHORING SYSTEM

Contact Details: International Offices Europe

Middle East

Head Office – United Kingdom

UAE

Asia Pacific Australia

RMD Kwikform, Brickyard Road,

RMD Kwikform,

RMD (Australia) Pty. Ltd.

Aldridge, Walsall WS9 8BW, UK.

PO Box 5801, Sharjah,

PO Box 169, Melrose Park,

Tel: +44 1922 743743

United Arab Emirates.

South Australia, 5039.

Email: [email protected]

Tel: +971 6 5534173

Tel: +61 8 8179 8200

Email: [email protected]

Email: [email protected]

RMD Kwikform,

Qatar

Hong Kong

Ballyboggan Road,

RMD Kwikform,

RMD Kwikform,

Finglas, Dublin 11, Ireland.

PO Box 405, Doha, Qatar.

22/F Excel Center,

Tel: +353 1 830 2500

Tel: +974 467 5925

483A Castle Peak Road,

Email: [email protected]

Email: [email protected]

Cheung Sha Wan, Kowloon, Hong Kong.

Ireland

Tel: +852 2415 4882 Email: [email protected]

Bahrain

South America Chile RMD Kwikform, La Estera 811, Parque Industrial Ville Grande, Lampa, Santiago, Chile. Tel: +56 2 747 1414

RMD Kwikform, C/O CGH ,

New Zealand

Building 829, Flat 11,

RMD (New Zealand) Ltd.

Block 408, Sanabis,

PO Box 22-316, 101-105 Station Road,

Kingdom of Bahrain.

Otahuhu, Auckland 6, New Zealand.

Tel: +973 1738 2724

Tel: +64 9 276 5955

Email: [email protected]

Email: [email protected]

Oman

Philippines

RMD Kwikform Oman LLC

RMD Kwikform,

Email: [email protected]

America

PO Box 889

Units 2406-2409,

USA

Post Code 115

Raffles Corporate Center,

9351 Grant Street,

Muscat

F. Ortigas Jr. Road,

Suite 200,

Sultanate of Oman

Ortigas Center,

Thornton, Colorado, 80229

Tel: +968 2463 6776

Pasig City,

Tel: +1 303 252 7000

Email: [email protected]

Philippines.

Email: [email protected]

Tel: +632 696 7635 Email: [email protected]

India

South Africa

RMD Kwikform,

RMD Kwikform South Africa (Pty) Ltd

No.28/2, 1st Floor, AMG Towers,

26 Venturi Crescent, Hennopspark X5,

Lawyer Jagannathan Street, G.S.T. Road,

Pretoria, South Africa

Alandhur, Chennai—60016, Tamil Nadu, India

Guam

Tel: +27 (0)12 681 0360

Tel: +91 44 4915 3333

RMD Kwikform.

Email: [email protected]

Email: [email protected]

321 East Harmon Industrial Park Road, Unit F, Tamuning, Guam. Tel: +671 647 7635

Saudi Arabia PO Box 921, Entrance 1, North 2nd Floor, Room 4A

Email: [email protected]

Gulf Star Building, Prince Turki Abdulaziz Street, Comiche, Al Khobar 31952, Kingdom of Saudi Arabia Tel: +966 13 896 8665 Email: [email protected]

European Data

Date: 18/06/2018

Issue : TG01

© 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.

Sheet 35