Technical Data Sheet Products - Mabey Hire Internationalsupport.mabeyhire.co.uk/edata/data/Technical...
Transcript of Technical Data Sheet Products - Mabey Hire Internationalsupport.mabeyhire.co.uk/edata/data/Technical...
Titan Prop
TDSTI Page No. 1 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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Titan PropTechnicalDataSheetProducts
Mabey Hire Ltd.Scout Hill,Ravensthorpe,Dewsbury, West YorkshireWF13 3EJUnited Kingdom
Telephone: +44 (0) 1924 460 601Facsimile: +44 (0) 1924 457 932Email: [email protected]: www.mabeyhire.co.uk
Titan Prop
TDSTI Page No. 2 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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Contents
Index
Reference Description Page No.
Contents 2 1.0 Introduction 3 2.0 Section Properties, Capacities & Weights
2.1 Titan Legs and jacks 4 2.1.1 Details 4 2.1.2 Section Properties 4 2.1.3 Load Capacity - Dead Shoring 5 2.1.4 Load Capacities - Axial and Bending Capacity 6 2.1.5 Elastic Shortening 8
2.2 Titan RSK Push Pull Props 9 2.2.1 Details 9 2.2.2 Load Capacity 10 2.2.3 End Details 10
2.3 Titan Ledger Frames 11 2.3.1 Details 11 2.3.2 Use of Ledger Frames 11
2.4 Ancillary Items and Fittings 12
3.0 Typical Connection Details 13
4.0 Equipment List and Weights 15
5.0 Bolt Application Table 16
Titan Prop
TDSTI Page No. 3 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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1.0 Introduction
Application
This Technical Data Sheet is intended to give guidance on using the Titan Prop for building refurbishment work such as
needlingor similar.
It is also designed to provide information of sufficient content and detail as to enable engineers, competent in structural analysis & structural steelwork design to safely design structures incorporating the Titan Prop.
Design Codes
The Titan Prop is a modular system primarily for use in temporary works and as such complies with the following codes:-• BS5975 : 2008 - Code of Practice for Temporary works Procedures and the Permissible Stress Design of Falsework.• BS8118 Part 1 : 1991 - The Structural Use of Aluminium.
Safe Working Loads
Values provided for the Titan equipment have been obtained through testing and calculations based on the safe stresses from BS8118 with a minimum factor of safety of 2.0 applied.
Product Use
For the handling and use of the Titan Prop, please refer to the following relevant sections and user guide.
Titan Prop
TDSTI Page No. 4 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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2.0 Section Properties, Capacities & Weights
2.1 Titan Legs and Jacks
2.1.1 Details
2.1.2 Section Properties
The Titan leg is available in one basic size. It has 4 continuous vertical slots to allow ledger frames and different accessories to be fitted quickly and securely at the optimum height. They are made from extruded Aluminium (grade Al Mg Si 1 F31) with a profile as shown below. Titan screw jacks can be fitted at the bottom of each leg, offering vertical adjustment of 1.2m. In addition to this a 500mm extension can be connected to the leg headplate to provide an even wider range of heights.
Note: Length of Size 2 Leg includes headplate and iflon disc
TI-LEGEXT-0.5MTitan Leg
Extension 0.5m
Titan Screw JackDia = 74.5mm
TI-LEG-2Titan Leg Size
2 c/w Jack
Profile
77.0 22.1 10.4
Cross Sectional Area, A(cm2)
Moment ofInertia, I
(cm4)
SectionModulus, Z
(cm3)
Weight(kg/m)
15.57
16.275Extruded Profile
Adjustable Jack
224 40.7 4.395
TI-LEG-2
TI-LEGEXT-0.5M
N/A
500 Leg Ext.
Weight (kg)Length (mm)DescriptionPart No.
Size 2 Leg 1700-2900
500
1600
18.0
4.3
10.4Screw Jack
Baseplate
170
15083
125
110
80
thk = 10mm
thk = 10mm
4No. Ø13 slotted holes x 16mm Long
144
200
150
8011
0
235
127
14 Typ
76
Headplate
51
17
13
235
170
Titan Prop
TDSTI Page No. 5 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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In some temporary work situations, the structure to be vertically supported, will have the means to support any horizontal loads which may occur during the analysis of the load conditions.It is assumed, therefore, in the graphs below in this section, that the supported structure is restrained from horizontal movement and does not rely on lateral restraint from the Titan structure. The allowable leg load is determined by the floor to structure height, the number of Ledger frames, if any, and the Jack extensions.
Note:1. Ledger frames to be fixed in the optimum position. Maximum distance between frames not to exceed 2.0m between top and bottom chords of Ledger frames. This rule also applies on floor to soffit heights greater than 11.0m.
2. On the higher propping heights an additional level of Ledger frames may be required for ease of erection and stability.
3. Minimum height to base ratio = 3:1
4. Scaffold must not be used as a substitute for ledger frames when restraining dead shoring props.
Single Prop1 No. Level of Ledger Frames in Height
1 No. Level of Ledger Frames in Height
1 No. Level of Ledger Frames in Height
Key:
2.0 Section Properties, Capacities & Weights
2.1.3 Load Capacity - Dead Shoring
A) Check Overall Prop Length
B) ALSO - Check Adjustable Jack Extension
Titan Prop
TDSTI Page No. 6 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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2.1.4 Load Capacities - Axial and Bending Capacity
Where any horizontal loads occur that are not resisted by the structure being supported, then tube and fitting bracing will be required to transfer those loads to the ground.
In these cases the temporary vertical Titan Props will need horizontal capacity to stabilise them. This must be via scaffold tube bracing or raking props being fixed to the vertical Titan legs. Titan Ledger frames must not be used for this purpose. They are for restraining dead shoring props only.
The scaffold tube bracing should be designed with its normal parameters in mind, where the slip value of any coupler will be 6.25kN parallel to the scaffold tube.
The slip value of the Titan Half Coupler tying plate, parallel to the Titan leg, is 5kN.
Double Bracing:
Where a Titan Prop is not restrained at its ends from rotating on its own axis, then scaffold bracing must be fitted to both sides of the prop. This is to aviod bending effects in the scaffold couplers.
Resistance to rotation on the prop axis can be via the connection to a header beam, needle beam or base fixings. Note that the main prop body and the inner threaded portion have the freedom to rotate independantly.
The resistance to rotation must be greater than the applied moment due to the eccentricity of the load from the scaffold bracing. If in doubt, use bracing on both sides.
Note: Mabey Hire are assessing the scaffold to prop connections in further detail and hope to remove the requirement to fit bracing to both sides of the props.
Scaffold tube
Titan Half Coupler Tying Plate(TI-1/2COUP-PLATE)
2.0 Section Properties, Capacities & Weights
Scaffold tube
Scaffold tube
Additional Scaffold tube where prop can rotate
Additional Scaffold tube where prop can rotate
9585
2 No. Half Couplers at different heights
TI-LEG-2
Titan Jack
TI-1/2COUP-PLATE
Section through Titan Leg
Section through Titan JackTypical Braced Prop
Standard Scaffold Coupler TI-SC
Titan Half Coupler Tying Plate
ScaffoldCoupler(TI-SC)
TitanJack
Titan Leg(TI-LEG-2)
Titan Prop
TDSTI Page No. 7 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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The graph below gives the Allowable Horizontal Load capacity of the Titan Leg body in relation to its Safe Axial Load and the height of Titan Leg cantilevered above or below the horizontal bracing.
The effective length of the Titan leg above the brace is taken at 2xL (the distance from the brace).
Design Method:
Scaffold tube should only be used to resist horizontal loads and must not be used as a prop restraint system. The Titan Prop axial strut capacity should be assessed without presence of scaffold bracing . The scaffold can be designed afterwards to resist any horizontal loads as described on page 6.
‘V’
‘H’
‘L’
70
60
50
40
SA
FE V
ER
TIC
AL
LOA
D (k
N)
‘V’
ALLOWABLE HORIZONTAL LOAD (kN) ‘H’
‘L’ = 100 - 300mm
‘L’ = 600mm‘L’ =800mm
‘L’ = 1000mm
‘L’ = 1200mm
‘L’ = 1400mm
‘L’ = 1600mm
‘L’ = 400mm
30
20
10
00 1 2 3 4 5 6
80
90
100
110
Note:- Scaffold bracing shown. Table also applies where a raker is used.
2.0 Section Properties, Capacities & Weights
Titan Prop
TDSTI Page No. 8 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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2.1.4 Load Capacities - Axial and Bending Capacity Cont’d
The Titan Screw Jack also has its capacity limits when applying horizontal loads through the system, basically dependant on its extension. The effective length of the adjustable base is 2 x height from the base plate to the brace at the base of the Titan Leg body.
Note:
In both graphs, above and on page 7, the maximum horizontal load shown is 6.25kN which corresponds to the slip value given to a scaffold tube connection to the Titan leg. The vertical slip capacity of the scaffold cilp to the Titan leg is 5 kN.
70
60
50
40
SA
FE V
ER
TIC
AL
LOA
D (k
N)
ALLOWABLE HORIZONTAL LOAD (kN)
‘L’ = 200mm
‘L’ = 300mm
‘L’ = 400mm‘L’ = 600mm
‘L’ = 780mm‘L’ = 1000mm‘L’ = 1200mm
30
20
10
0 0 1 2 3 4 5 6
80
90
100
‘V’
‘H’
‘L2’
‘L’
‘V’
‘H’
Note:- Must also check combined effects in prop body using L2 and the chart on the previous page.
2.1.5 Elastic Shortening
Based on a Youngs Modulus of 68500 N/mm2 for Aluminium.
The extruded section of the Titan Leg, 1610mm long, under full load of 100kN will shorten by 1.4mm.
The Titan Screw Jack extended to 1280mm under 40kN will shorten by 0.5mm, and extended to 775mm under 100kN will shorten by 0.7mm.
Titan Prop
TDSTI Page No. 9 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
The Titan Swivel End can be attached directly to the ends of the Needle beam, System 160 prop unit or Mass 25 and Mass 50 grillage beams and props, giving an Allowable Maximum Axial Load in the Titan RSK Push Pull Prop of 40kN.
Refer to the Titan RSK Push Pull prop chart to determine the allowable axial load for its length.
Titan RSK Push Pull Prop(TI-PP03/ TI-PP04)
Titan Swivel End(TI-SWIEND)
Suitable bolted connection refer to the Bolt Application Table
Needle Beam shown
2.2 Titan RSK Push Pull Props
2.2.1 Details
2.2.2 Load Capacity
The Titan RSK Push Pull Prop is available in 2 basic sizes constructed from steel and has an external diameter of 70mm. It has a left handed thread (black) and a right handed thread (galvanised), enabling the user to easily orientate the Push Pull Props so that adjustment can be made by rotating all props in the same direction. It can be attached, using an RSK Pin to either a Titan Swivel End or A Titan Swivel Shoe. See section 2.2.3 for details.
Part Number: TI-PP04
Part Number: TI-PP03
Pin to Pin Adjustment (m)*
*Range of length refers to end of screw pin centres.
Part Number
Titan RSK No. 4 Push Pull Prop (2.60m - 4.00m)
Titan RSK No. 3 Push Pull Prop (1.80m - 3.20m)
1.80 - 3.20
Varies - See Chart Below
40
19.0
2.60 - 4.00
40
23.0
RSK 3TI-PP03 TI-PP04
RSK 4
Perm. Axial Load on Compression (kN)
Perm. Axial Load on Tension (kN)
Weight Approx (kg)
Load
(kN
)
Length (mm)
2.0 Section Properties, Capacities & Weights
Titan Prop
TDSTI Page No. 10 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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55
60
2.2.3 End Details
Titan Swivel Shoe for RSK
Titan Swivel End
Part Number = TI-SSWeight = 1.4 kg
Part Number = TI-SWIENDWeight = 4.2 kg
A Titan Swivel Shoe with pin (TI-RSKPIN) can be used to connect an Titan RSK Push Pull Prop to a Titan Leg or Ti-tan Extension. The Swivel Shoe is fixed at 2No. positions to the Titan Leg using a Titan T-Clamp and Titan T-bolt. To provide a ground level fixing a single suitable M24 bolt can be used subject to fixing conditions.
A Titan Swivel End with pin (TI-RSKPIN) can be used to connect a Titan RSK Push Pull Prop to a needle beam, S160 Soldier, Mass 25 and Mass 50 grillage / prop ends or a Titan Leg using the appropriate fixings. (Refer to bolt application table in Section 5.0)
120 c/c
1717
140
c/c
191 c
/c
4No. Ø22 x 44mmLong Slotted Holes
2No. Ø18 Holes
2No. Ø18 x 38mm Long Slotted Holes
2.2.2 Load Capacity Cont’d
The Titan RSK Push Pull Props tied into the Titan Leg will cause bending in the leg each side of the Titan RSK Push Pull Prop position. The allowable working vertical resistance of the connection between the Titan leg and the Titan RSK Push Pull Prop is 5.0kN, but can be increased to 7.5 kN with the addition of a check clamp above and / or below the Titan Swivel shoe.
Titan Swivel Shoe(TI-SS)
Titan leg (TI-LEG-2)
1No. Titan T-Bolt(TI-TBOLT)
1No. Titan T-Clamp used as a check clamp top and bottom
or ± 7.5 kN with check clamps as shown
± 5.0 kN
1No. Titan T-Clamp(TI-CLAMP)Titan RSK Push
Pull Prop(TI-PP03/TI-PP04)
2.0 Section Properties, Capacities & Weights
Titan Prop
TDSTI Page No. 11 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
2.3 Titan Ledger Frames
2.3.1 Details
TI-LF-0.9Titan Ledger Frame 0.9m
The Ledger frame available to Mabey Hire, at present, centres the Titan Legs at 900mm. The frame is connected between 2No. Titan Legs using the integral 6No. T-Bolt connections. They are made from extruded Aluminium section, properties are given below. (T-Bolts are built into the frames and do not require listing separately)
2.3.2 Use of Ledger Frames
Refer to section 2.1.3 for the vertical load capacity of the Titan Leg with Titan Ledger frames in various height configurations when horizontal loads are supported by an existing structure.
The Ledger frame must not be used in situations where lateral loads are to be resisted.
Side View
9090
330
330
c/c
780O
/ALL
840
790
TI-LF-0.9
Weight (kg)
Prop Ctrs (mm)
DescriptionPart No.
Titan Ledger Frame 900 7.5
Extruded Profile
Area, A(cm2) Ixx Iyy
Inertia, I (cm4)
5.26 1.47 20.5
2.0 Section Properties, Capacities & Weights
Titan Prop
TDSTI Page No. 12 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
Titan Half Coupler Tying Plate Used when connecting a scaffold tube to a Titan leg.
Weight = 1.60 kg Max Slip Load = 2.5 kN/bolt Max Slip Load in coupler = 6.25 kN
2.4 Ancillary Items and Fittings
Titan T-Bolt To be used to connect to the Titan Swivel Shoe to the Titan Leg.
Weight = 0.1 kg Max Slip Load = 2.5 kN Max Pull Out Load = 6.5 kN
Titan Leg Spanner Used to release the Titan Screw Jack when the Titan leg is under loading.
Weight = 4.35 kg
Titan Connector Plate Used for connecting the Titan leg to a variety of MH needle beams, MH S160 Soldiers.
Overall Length = 300mm Overall Width = 170mm Thickness = 10mm Weight = 1.4 kg
Titan Clamp Used for connecting the Titan Swivel Shoe to the Titan legs. Can also be used as check clamps.
Weight = 0.2 kg Max Slip Load = 2.5 kN Max Pull Out Load = 6.5 kN
RSK Pin Connects the Titan Swivel End or the Titan Swivel Shoe to the RSK Push Pull Prop.
Weight = 0.2 kg
Titan Needle Clamp and Titan System 160 Clamp Used for connecting the Titan Connector plate to MH needle beams and MH System 160 Soldiers. System 160 Clamp weight = 0.5 kg Needle Clamp weight = 0.9 kg
Titan Jack Swivel Coupler Used for connecting scaffold tube to a Titan Screw Jack.
Weight = 1.75 kg SWL = 6.25 kN
Part Number = TI-TBOLT
Part Number = TI-SPANNER
Part Number = TI-CONBRKT
Part Number = TI-CLAMP
Part Number = TI-RSKPIN
Part Number = TI-CONPLATE
Needle Clamp(TI-NCLAMP)
Part Number = TI-SC
Part Number = TI-1/2COUP-PLATE
System 160 Clamp(TI-160CLAMP)
Titan Connector Bracket Use in pairs for connecting headplate to head plate instead of using 4no. M12 x 40 bolt and nuts. Provides full capacity connection between leg and 500mm extension.
Weight = 0.8 kg
2.0 Section Properties, Capacities & Weights
Titan Prop
TDSTI Page No. 13 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
Typical Headplate Connection Typical Titan Spanner Use
Headplate to Titan Connector Plate Assembly Baseplate to Titan Connector Plate Assembly
Titan Swivel End attaching to Titan RSK push pull props
Titan Swivel Shoe for RSK attached to Titan RSK push pull props
Titan Headplate to Headplate fixing using M12 x 40 bolts and nuts.
Use a Titan Spanner to adjust the jack when the leg is subjected to load.
Titan RSK Push Pull Prop fixed directly to the end of a needle beam using a Titan Swivel End. The same pin (TI-RSKPIN) that connects the Titan Swivel shoe to the Titan RSK is used to connect the Titan Swivel End to the Titan RSK Push Pull Prop.
Titan Headplate to Headplate fixing using Titan Connector Brackets.
Titan Connector Plate fixed to Titan Leg size 2 or Leg Extension using M12 CSK bolts.
Titan Connector Plate fixed to Titan Jack using M12 CSK bolts.
Titan RSK Push Pull Prop fixed to a leg using a Titan Swivel shoe with 1No. T-bolt + nut and 1No. T-clamp. This type of connection relies on friction where high loads are being applied it may be necessary to add check clamps above or below the Swivel shoe.
Titan Connector Bracket
Titan Swivel End(TI-SWIEND)
System 160 Clamp(TI-160CLAMP)
System 160 Clamp(TI-160CLAMP)M12x65
boltsM12x65 bolts
M12x65bolts
M12x65 bolts
LindapterC-Clips(LIN-CW12)
LindapterC-Clips(LIN-CW12)
Needle Clamp(TI-NCLAMP) Needle Clamp
(TI-NCLAMP)
Titan Connector Plate (TI-CONPLATE) Titan Connector Plate
(TI-CONPLATE)
MH S160 Soldier
MH S160 Soldier
MH Needle Beam MH Needle Beam
Titan RSK Push Pull Prop(TI-PP03/TI-PP04)
MH Needle beam / S160 Soldier
Titan Leg Spanner(TI-SPANNER)Titan Connector
Bracket(TI-CONBRKT)
Titan size 2 Leg(TI-LEG-2)
Titan Leg Extension 0.5m(TI-LEGEXT-0.5M)
Titan Swivel Shoe(TI-SS)
Titan leg (TI-LEG-2)
1No. Titan T-Bolt(TI-TBOLT)
1No. Titan T-Clamp used as a check clamp top and bottom
1No. Titan T-Clamp(TI-CLAMP)
Titan RSK Push Pull Prop
(TI-PP03/TI-PP04)
3.0 Typical Connections Details
Titan Prop
TDSTI Page No. 14 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
Typical Ledger Frame Connection
Spring loaded T-Bolts for easy assembly with no loose parts
Ledger Frame forms around leg preventing any misalignment and ensures legs are erect plumb
Typical Connection Detail
Titan Ledger Frame(TI-LF-0.9)
Titan Leg (TI-LEG-2)
3.0 Typical Connections Details
Titan Prop
TDSTI Page No. 15 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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December 2012
Titan Leg Size 2 c/w JackTI-LEG-2
TI-LEGEXT-0.5M
N/A
TI-LF-0.9
TI-1/2COUP-PLATE
TI-CLAMP
TI-TBOLT
TI-SPANNER
LIN-CW12
TI-CONBRKT
TI-SC
TI-PP04
TI-RSKPIN
TI-PP03
TI-SS
TI-CONPLATE
TI-SWIEND
TI-NCLAMP
TI-160CLAMP
18.0
Description Weight (kg)Part No.
Titan Leg Extension 0.5m
Titan Screw Jack
Titan Ledger Frame 0.9m
Titan Half Coupler Tying Plate
Titan Clamp
Titan T-Bolt
Titan Leg Spanner
Lindaptor C-Clips
Titan Connector Bracket
Titan Jack Swivel Coupler
Titan RSK No. 4 Push Pull Prop
RSK Push Pull Prop Pin
Titan RSK No. 3 Push Pull Prop
Titan Swivel Shoe for RSK
Titan Connector Plate
Titan Swivel End
Titan Needle Clamp
Titan System 160 Clamp
4.3
10.4
7.5
1.6
0.2
0.1
4.4
0.1
0.8
1.8
23.0
0.2
19.0
1.4
1.4
4.2
0.9
0.5
4.0 Equipment List and Weights
Titan Prop
TDSTI Page No. 16 of 16
Further InformationTel: +44 (0) 1924 460 601
T H E I N F O R M AT I O N O N T H I S D ATA S H E E T R E M A I N S T H E P R O P E RT Y O F M A B E Y H I R E S E RV I C E S LT D . A N D I S N O T TO B E R E P R O D U C E D W I T H O U T W R I T T E N P E R M I S S I O N .
W E R E S E RV E T H E R I G H T TO A M E N D T H I S D ATA AT A N Y T I M E W I T H O U T P R I O R N O T I C E A N D Y O U S H O U L D T H E R E F O R E C H E C K O U R W E B S I T E TO E S TA B L I S H I T S VA L I D I T Y.
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Bolt DetailsConnection Type
Titan Connector Plate (TI-CON-PLATE)
Titan Leg Size 2 (TI-LEG-2) 0.5m Extension (TI-LEGEXT- 0.5m)
2No. M12 x 40 CSK Bolt, Nut and Washer
Titan Leg Size 2 (TI-LEG-2) 0.5m Extension (TI-LEGEXT- 0.5m)
2No. TI-CONBRKT or4No. M12 x 40 Bolt , Nut and Washer2No. M12 x 65 Bolt, Nut and Washer + 8No. Lindaptor C-Clips (LIN-CW12) if used on leg baseplate2No. M12 x 65 Bolt, Nut and Washer + 8No. Lindaptor C-Clips (LIN-CW12) if used on leg baseplate
1No. TI-TBOLT and 1No. TI-Clamp
1No. TI-RSKPIN
2 No. M16 x 45 Bolt, Nut and Washer4 No. M20 x 50 Bolt, Nut and Washer4 No. M20 x 60 Bolt, Nut and Washer4 No. M16 x 45 Bolt, Nut and Washer4 No. M16 x 45 Bolt, Nut and Washer4 No. M16 x 35 Bolt, Nut and Washer4 No. M20 x 50 Bolt, Nut and Washer4 No. M20 x 40 Bolt, Nut and Washer
Titan Needle Clamp (TI-NCLAMP)
Titan System 160 Clamp (TI-160CLAMP)
Titan Swivel Shoe (TI-SS)
Titan RSK Push Pull Prop (TI-PP03)Titan RSK Push Pull Prop (TI-PP04)
Titan Swivel End (TI-SWIEND)
to
to
to
to
to
to
to
Titan Connector Plate (TI-CONPLATE)
Titan Connector Plate (TI-CONPLATE)
Titan Leg Size 2 (TI-LEG-2) 0.5m Extension (TI-LEGEXT- 0.5m)
Titan Swivel Shoe (TI-SS) Titan Swivel End (TI-SWIEND)
Needle Beam End (N004/7/9) Mass 25 Grillage End Mass 50 Grillage End System 160 Soldier End Mass 25 Prop End Mass 25 Prop Flange Mass 50 Prop End Mass 50 Prop Flange
NB: All bolts are Grade 8.8, Washers to be ordered separately & used under the Nut only, unless stated otherwise by MH Engineers.
5.0 Bolt Application Table