THIS SLIDESHARE IS ABOUT PIPELINE ENGINEERING IN WHICH I COVERED THE TOPIC PIPE LAYING.
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Language: en
Added: Nov 01, 2020
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PIPELINE ENGINEERING (3150616) topic: pipe laying name:chauhan shamji enrollment no:180280106020 sem 5 division c , batch c2 faculty: prof. n. j. dalal ma’am
introduction The laying of conducting pipes underground, as for water, gas, etc. There are two methods. 1) Onshore methods Open trench pipe laying Plowing Horizontal flush drilling 2) Offshore methods J – lay process S – lay process R- lay process
LAYING OF PIPE LINE 1)Detailed map preparation 2)Centre line marking 3)Unloading 4)Storing 5)Cutting 6)Trenches 7)Laying 8)Back filling and tamping
Detailed Map Study Map showing all roads, cables lines, lanes etc. is prepared. Pipe line with size and length is marked. The position of existing pipe lines, curb lines, sewer lines will also be marked.
Center Line Marking Transformation from map to site. Stakes driven at 30m interval on straight line. Stakes will be 7-15m on curves.
Unloading Up to 60kg – 2 persons. Above 60kg – wagon/truck by holding it in rope and slides over planks set not steeper than 45 degree. One pipe at a time. It may use carriers or be dragged or rolled along hard surface.
Storing To avoid damage. It should be stored horizontally. It should be stored in layer.
Cutting Mark with a chalk at the point to cut. Cut with carpenters saw or hack saw. It must be a proper uniform cut.
Trenches It may be done by either hand or machine. It must be done with required gradient and depth. When it is under a road way min. cover of 1m is recommended. Width at the base not less than 200mm on both side of the pipe.
Laying Pipes shall be lowered into the trenches by means of suitable pulley blocks, shear legs, chains, ropes. In no case the pipe shall be rolled and dropped into the trench.
Spigot of one pipe is carefully centered into the socket of other pipe. In some clay soil envelope of 10cm minimum tamped sand shall be made around the pipe line.
Back Filling and Tamping Back filling must be done carefully to avoid damages in pipe from falling of boulders, lifting of pipes from sudden floods. Soil under and around the pipe line is tamped to give continuous supports to the pipe.
It may be done by tamping rod or water consolidation. The initial backfill done for 10cm thick.