groundworks technical reference section 4 : double acting hydraulic braces supplement supershaft plus technical details
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1 groundworks technical reference section 4 : double acting hydraulic braces supplement supershaft plus technical details Issue 4 January 2016
2 Supershaft Plus is a modular hydraulic system. outer sleeve 4 No. M30 bolts at back of joint inner section male (2 connector lugs) female (3 connector lugs) male 80mm diameter pin female male female hydraulic ram unit intermediate extension optional end extension leg length = corner pin to corner pin dimension Ram unit outer section: Ram unit inner section: Extension section: Intermediate joints: Corner joints: Allowable rail moment with no coexistent axial load: Allowable intermediate joint moment: Allowable axial load : 500 x 460 fabricated box section. 395 x 345 fabricated box section. 500 x 460 x 371 kg/m fabricated U.C. Single 80 dia. pin and 4 No. M30 bolts. Single 80 dia. pin knm 1840 knm 1250 kn For codes and weights of ram unit and extensions see page 4.18 For standard leg arrangements see table on page 4.19 For allowable rail loading with coexistent axial loads, see charts on page 4.20 Connectivity: Typically used with 20m Brace, Super Shaftbrace and Multibrace. Grade S460N Grade S460N Grade S460N Grade 8.8 (bolts) Restrictions: Bracing Struts cannot be connected to the ram units. The allowable moment of the Supershaft Plus intermediate joint in reverse bending is 260 knm.
3 main components: codes and weights female (3 lugs) Ram Unit Assembly SSP-HYDUNIT Min. Max male (2 lugs) Intermediate Extension Unit (500 x 460 U.C.) male (2 lugs) End Extension Unit (500 x 460 U.C.) Corner Unit Bracket : SSP-CORNUNIT : 20 kg male (2 lugs) shear keys fitted to 2000mm long extensions and above Corner Unit Plate : SSP-CORNPLT : 16.3 kg female (3 lugs) female (3 lugs) SSP-1 SSP-125 SSP-2 SSP-5 SSP-7 SSP-10 SSP-14 SSP Corner units are fitted to each end of the Supershaft Plus legs to carry the support for the sheets into the corners of the excavation.
4 Typical Leg Arrangements Leg Arrangement SSP-HYDUNIT SSP-HYDUNIT+SSP-05 SSP-HYDUNIT+SSP-1 SSP-HYDUNIT+SSP-1+SSP-05 SSP-HYDUNIT+SSP-2 SSP-HYDUNIT+SSP-2+SSP-05 SSP-HYDUNIT+SSP-2+SSP-1 SSP-HYDUNIT+SSP-2+SSP-1+SSP-05 SSP-HYDUNIT+SSP-2+SSP-2 SSP-HYDUNIT+SSP-2+SSP-2+SSP-05 SSP-HYDUNIT+SSP-5 SSP-HYDUNIT+SSP-5+SSP-05 SSP-HYDUNIT+SSP-5+SSP-1 SSP-HYDUNIT+SSP-5+SSP-1+SSP-05 SSP-HYDUNIT+SSP-7 SSP-HYDUNIT+SSP-7+SSP-05 SSP-HYDUNIT+SSP-7+SSP-1 SSP-HYDUNIT+SSP-7+SSP-1+SSP-05 SSP-HYDUNIT+SSP-7+SSP-2 SSP-HYDUNIT+SSP-7+SSP-2+SSP-05 SSP-HYDUNIT+SSP-10 SSP-HYDUNIT+SSP-10+SSP-05 SSP-HYDUNIT+SSP-10+SSP-1 SSP-HYDUNIT+SSP-10+SSP-1+SSP-05 SSP-HYDUNIT+SSP-10+SSP-2 SSP-HYDUNIT+SSP-10+SSP-2+SSP-05 SSP-HYDUNIT+SSP-10+SSP-2+SSP-1 SSP-HYDUNIT+SSP-10+SSP-2+SSP-1+SSP-05 SSP-HYDUNIT+SSP-14 SSP-HYDUNIT+SSP-14+SSP-05 SSP-HYDUNIT+SSP-14+SSP-1 SSP-HYDUNIT+SSP-14+SSP-1+SSP-05 SSP-HYDUNIT+SSP-14+SSP-2 SSP-HYDUNIT+SSP-14+SSP-2+SSP-05 SSP-HYDUNIT+SSP-14+SSP-2+SSP-1 SSP-HYDUNIT+SSP-14+SSP-2+SSP-1+SSP-05 SSP-HYDUNIT+SSP-14+SSP-2+SSP-2 SSP-HYDUNIT+SSP-14+SSP-2+SSP-2+SSP-05 SSP-HYDUNIT+SSP-14+SSP-5 SSP-HYDUNIT+SSP-14+SSP-5+SSP-05 SSP-HYDUNIT+SSP-1+SSP-14+SSP-5 SSP-HYDUNIT+SSP-1+SSP-14+SSP-5+SSP-05 SSP-HYDUNIT+SSP-2+SSP-14+SSP-5 SSP-HYDUNIT+SSP-2+SSP-14+SSP-5+SSP-05 Notes: Leg SSPL-01 SSPL-02 SSPL-03 SSPL-04 SSPL-05 SSPL-06 SSPL-07 SSPL-08 SSPL-09 SSPL-10 SSPL-11 SSPL-12 SSPL-13 SSPL-14 SSPL- SSPL-16 SSPL-17 SSPL-18 SSPL-19 SSPL-20 SSPL-21 SSPL-22 SSPL-23 SSPL-24 SSPL-25 SSPL-26 SSPL-27 SSPL-28 SSPL-29 SSPL-30 SSPL-31 SSPL-32 SSPL-33 SSPL-34 SSPL-35 SSPL-36 SSPL-37 SSPL-38 SSPL-39 SSPL-40 SSPL-41 SSPL-42 SSPL-43 SSPL-44 Clear Internal Dimensions (see notes below) Between Waling Between Flanges except Walings at at intermediate intermediate connection connection Min. Max Min. Max. N/A N/A Corner Pin to Pin Dimension 1. The clear internal dimensions shown above do not include any allowance for deflection of the walings under load. 2. These waling deflections are listed separately above and generally it will be necessary to increase the clear internal dimensions by twice the appropriate waling deflection. 3. Items denoted N/A in the table = Not Applicable. Min Max Dimension to face of sheet Min Max Approx. max. Deflection per waling Approx. of one Leg
5 allowable loads Values shown in the chart below are based on the assumption that the intermediate pin joints are located remote from the mid-span region so as not to control the limit of loading (as illustrated in typical leg arrangements shown on page 4.19, leg codes SSPL-01 to SSPL-44) end reaction controlled Waling Loading (kn/m) zero axial 625kN axial P kN axial Waling Span Sheet to Sheet (m) The performance chart above allows for: a) A Uniformly Distributed Load (U.D.L.) on the waling from sheet piles. b) A combined axial loading from adjacent walings. c) An allowance for additional secondary bending due to waling deflection. U.D.L. * For waler lengths shorter than those shown on the above chart, it may be possible to increase the allowable rail load. This could also apply in schemes where the walers are supported by intermediate props or knee braces. Contact Mabey Hires Regional Engineering offices for further advice. δ secondary bending = P x δ P
6 Mabey Hire Limited Depot Details Grey dots represent the locations of depots with an Engineering team on site. For technical queries specific to this document please contact one of these six locations. Contact details for the Engineering sites are shown in grey beneath the depot information. (0141) (01942) (01902) (01249) (01) (01634)
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