Yp街机电子游戏

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1. Trench excavation
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The excavation of concrete pavement and asphalt pavement shall be cut by cutting machine.
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The pipe trench shall be excavated according to the plane position and elevation specified in the design. When manual excavation is adopted and there is no groundwater, the reserved value at the bottom of the trench shall be 0.05~0.10m; Before pipe installation, the bottom shall be manually cleaned to the design elevation.
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The width and working size of the trench bottom shall be determined according to the actual situation on site and the method of laying pipes.
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Local over excavation shall be backfilled and compacted. If there is no underground water at the bottom of the ditch, the original soil can be used for backfilling within 0.15m of over excavation; If the overbreak is more than 0.15, lime soil can be used. When there is underground water or a large amount of ponding at the bottom of the ditch, graded crushed stone or natural sand should be used for backfilling to the elevation. The over excavated part shall be backfilled and compacted, and the compaction degree shall be close to that of the natural soil of the original foundation.
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The construction in the collapsible loess area should not be carried out in the rainy season, or the ponding in the ditch should be effectively removed during construction. During excavation, 0.03~0.06m thick soil layer shall be reserved at the bottom of the ditch for compaction.
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When there are waste structures, hard stones, wood, garbage and other sundries at the bottom of the ditch, they must be removed, and a layer of sand or plain soil with a thickness of not less than 0.15m must be paved, leveled, compacted and designed for elevation.
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Soft soil foundation and special corrosive soil shall be treated according to design requirements.
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2.»ØÌîÍÁÈÀ
2. backfill soil
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(1) Frozen soil, garbage, wood and soft materials shall not be used for backfilling. The backfill at both sides of the pipeline and within 0.5m above the pipe top shall not contain debris, bricks and other debris, and shall not be backfilled with lime soil. The stones in the backfill soil 0.5m above the pipe top shall not exceed 10%, the diameter shall not be greater than 0.1M, and shall be evenly distributed.
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(2) The trench support shall be backfilled and compacted at both sides of the pipe and 0.5m above the pipe top. It shall be removed under the condition of safety. The gap shall be filled with fine sand.
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(3) When backfilling ditches, the suspended part at the bottom of the pipe shall be backfilled first, and then both sides of the pipe shall be backfilled.
(4)»ØÌîÍÁÓ¦·Ö²ãѹʵ¡£Ã¿²ãºñ¶ÈӦΪ0.2~0.3m¡£¹ÜµÀÁ½²à¼°¹Ü¶¥ÒÔÉÏ0.5mÒÔÄڵĻØÌîÍÁ±ØÐèÈ˹¤Ñ¹Êµ£¬Àë¹Ü¶¥0.5mÒÔÉϵĻØÌîÍÁ±ØÐèÈ˹¤Ñ¹Êµ¡ £¿É½ÓÄÉСÐÍ»úеѹʵ£¬Ã¿²ãÐéÆ̵ĺñ¶ÈӦΪ0.25~0.4m¡£
(4) Backfill shall be compacted in layers. The thickness of each layer shall be 0.2~0.3m. The backfill on both sides of the pipeline and within 0.5m above the pipe top must be compacted manually, and the backfill above 0.5m from the pipe top must be compacted manually. Small machinery can be used for compaction, and the thickness of each layer of virtual paving shall be 0.25~0.4m.
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(5) After the backfill is compacted, the compactness shall be checked layer by layer and the backfill records shall be made.
3.¾¯Ê¾´øÆÌÉè
3. warning tape laying
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Warning tapes shall be continuously laid along buried gas pipelines. Before laying the warning tape, the laying surface shall be compacted and laid flat on the top of the pipe.
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The pipeline warning tape shall be made of yellow polyethylene and other materials that are not easy to decompose, and shall be printed with obvious and firm warning words, with the font not less than 100*100mm.
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