| 摘要 |
1. A method for supporting a pipeline in a trench comprising: - placing a plurality of support benches at spaced intervals along the length of said trench, said benches being designed to fail when a predetermined weight has been placed thereon; - placing said pipeline on said benches; - filling space under said pipeline, between said benches and around said pipeline to a predetermined height with a padding material; - applying a force to pipeline, sufficient to fail said plurality of benches, wherein said padding material provides support for said pipeline. 2. The method of claim 1 wherein said force is applied due to the setting the fill material on the padding material over the pipeline. 3. The method of claim 2 wherein said force is applied due to introducing the material into the pipeline. 4. The method of claim 3 wherein said force is applied due to the filling said pipeline with water. 5. The method of claim 4 wherein said step of filling with said padding material comprises: introducing said padding material on both sides of said pipeline; and filling areas under said pipeline before said padding material fills areas between said pipeline and the walls of said trench. 6. The method of claim 5 wherein said padding material is a uniform material. 7. The method of claim 6 wherein said padding material is relatively rock-free. 8. The method of claim 1 wherein said pipeline compacts said padding material after the failure of said support benches. 9. The method of claim 1 wherein said step of placing said benches includes spacing said benches such that each of said benches carries approximately a same weight. 10. The method of claim 9 further comprising: - checking each of said support benches to insure that said pipeline rests thereon; and - installing shims on those of said benches which are not in contact with said pipeline, such that said pipeline contacts said shims. 11. The method of claim 1 wherein said operation of applying a force to pipeline for failing said plurality of benches includes allowing failure anytime after said padding material is introduced into said trench. 12. The method of claim 11 wherein said plurality of benches are designed to support a weight of said pipeline when said pipeline is empty, and to fail when additional weight is applied. 13. The method of claim 12 wherein said plurality of benches fail under at least one of weight of said fill material placed on the pipeline, and a combined weight of said fill material placed on the pipeline and water placed into the pipeline. 14. The method of claim 1 wherein said benches are constructed of a rigid material and are designed to structurally fail at a predetermined weight. 15. The method of claim 1 wherein said benches are constructed of a deformable material such that said benches compress when loaded. 16. The method of claim 15 wherein said benches are comprised of expandable polystyrene. 17. The method of claim 15 wherein said benches compress enough to allow said padding material to become compacted. 18. The method of claim 17 wherein said benches compress to a level within the trench of said compacted padding material. 19. The method of claim 18 wherein said pipeline is supported along its entire length by compacted padding material and compressed benches.
|
