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Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

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10.15 Thrust Block10.15.1 Thrust block are required to transfer the hydraulic thrust from the fitting or pipeon to a larger load bearing soil section.10.15.2 Thrust block shall be installed wherever there is a change in the direction of thepipeline, size of the pipeline or the pressure-line diagram, or when the pipelineends at a dead end.10.15.3 Thrust block shall be constructed taking into account the pipe size, waterpressure, type of fitting, gravity component shell when laid on slopes, <strong>and</strong> thetype of soil. The location of thrust block for various types of fittings is given inFig-810.15.4 When a fitting is used to make a vertical bend, it shall be anchored to aconcrete thrust block designed to have enough weight to resist the upward <strong>and</strong>outward thrust.10.15.4.1 Similarly at joints, deflected in vertical plane, it shall be ensured that the weightof the pipe, the water in the pipe <strong>and</strong> the weight of the soil over the pipeprovide resistance to upward movement. If it is not enough, ballast or concreteshall be placed around the pipe in sufficient weight to counteract the thrust.10.15.5 When the line is under pressure there is an outward thrust at each coupling.Good soil, properly tamped is usually sufficient to hold pipe from sidemovement.10.15.5.1 However, if soft soil condition is encountered, it may be necessary to provideside thrust blocks or other means of anchoring. In such cases only the pipe oneach side of the deflected coupling shall be anchored without restricting thecoupling.10.15.6 Pipes on slopes need be anchored only when there is a possibility of thebackfill around the pipe sloping down the hill <strong>and</strong> carrying the pipe with it.soil, carefully tamped in layersof 100 mm under <strong>and</strong> over the pipe, right up to the top of the trench will notrequire anchoring.10.15.6.1 For steeper slopes, one out of every three pipes shall be held by strapsfastened to vertical supports anchored in concrete.10.16 Service Connections10.16.1 When the pipe is used in distribution house service, connections shall beprovided through a saddle piece.10.16.1.1 The saddle piece consists of two straps which envelopes the portion of pipefrom where connection is to be given. The hole of required size shall be drilledthrough the pipe <strong>and</strong> the boss provided in the top strap. Ferrule piece shall beconnected after making threads in the boss <strong>and</strong> pipe. Suitable rubber packingUrban Administration & Development Department Page 123

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