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1.¹µ²Û¿ªÍÚ¡£
1. Trench excavation.
(1)»ìÄýÍÁ·ÃæºÍÁ¤Çà·ÃæµÄ¿ªÍÚӦʹÓÃÇиî»úÇиî¡£
(1) The excavation of concrete pavement and asphalt pavement shall be cut by cutting machine.
(2)¹ÜµÀ¹µ²ÛÓ¦°´ÉèÍýÏ붨µÄƽÃæλÖúͱê¸ß¿ªÍÚ¡£µ±½ÓÄÉÈ˹¤¿ªÍÚÇÒÎÞµØÏÂˮʱ£¬²Ûµ×Ô¤ÁôֵӦΪ0.05~0.10m;¹ÜµÀ×°ÖÃÇ°Ó¦È˹¤Çåµ×Éè¼Æ±ê¸ß¡£
(2) 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 underground water, the reserved value at the bottom of the trench shall be 0.05~0.10m; Before pipeline installation, the bottom shall be cleaned manually to the design elevation.
(3)¹Ü¹µ¹µµ×¿í¶ÈºÍÊÂÇé³ß´ç£¬Ó¦Æ¾Ö¤ÏÖ³¡ÏÖÕæÏàÐκ͹ܵÀ·óÉèÒªÁìÈ·¶¨¡£
(3) The width and working size of the trench bottom shall be determined according to the actual situation on site and the pipeline laying method.
(4)¾Ö²¿³¬ÍÚ²¿·ÖÓ¦»ØÌʵ¡£µ±¹µµ×ÎÞµØÏÂˮʱ£¬³¬ÍÚÔÚ0.15mÒÔÄÚ£¬¿É½ÓÄÉÔ­ÍÁ»ØÌî;³¬ÍÚÔÚ0.15,ÒÔÉÏ£¬¿É½ÓÄÉʯ»ÒÍÁ´¦Àí¡£µ±¹µµ×ÓеØÏÂË®»òË®Á¿½Ï´óʱ£¬Ó¦½ÓÄɼ¶Åäɰʯ»ò×ÔȻɰ»ØÌî±ê¸ß¡£³¬ÍÚ²¿·Ö»ØÌîºóѹʵ£¬ÆäÃÜʵ¶ÈÓ¦¿¿½üÔ­µØ»ù×ÔÈ»ÍÁµÄÃÜʵ¶È¡£
(4) The partial overbreak shall be backfilled and compacted. When there is no groundwater at the bottom of the ditch, the over-excavation is within 0.15m, and the original soil can be used for backfilling; If the overbreak is more than 0.15, lime soil can be used for treatment. When there is groundwater at the bottom of the ditch or there is a large amount of water, graded sand or natural sand shall be used to backfill to the elevation. The over-excavated part shall be compacted after backfilling, and its compactness shall be close to the compactness of the original foundation natural soil.
(5)ÔÚʪÏÝÐÔ»ÆÍÁµØÇø£¬²»ÒËÔÚÓêÆÚÊ©¹¤£¬»òÔÚÊ©¹¤Ê±ÇÐʵɨ³ý¹µÄÚ»ýË®£¬¿ªÍÚʱӦÔÚ¹µµ×Ô¤ÁôÖµ0.03~0.06mºñµÄÍÁ²ã¾ÙÐÐѹʵ´¦Àí¡£
(5) In the collapsible loess area, construction should not be carried out in rainy season, or the accumulated water in the ditch should be effectively drained during construction. During excavation, a soil layer with a thickness of 0.03-0.06m should be reserved at the bottom of the ditch for compaction.
(6)¹µµ×ÓöÓзÅÆúÐÞ½¨ÎӲʯ¡¢Ä¾Í·¡¢À¬»øµÈÔÓÎïʱ±ØÐ裬²¢Ó¦ÆÌÒ»²ãºñ¶È²»Ð¡ÓÚ0.15mÉ°ÍÁ»òËØÍÁ£¬Õûƽѹʵ¼°Éè¼Æ±ê¸ß¡£
(6) In case of waste structures, hard rocks, 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 0.15 m shall be paved, leveled and compacted to the design elevation.
(7)¶ÔÈíÍÁ»ù¼°ÌØÊâÇÖÊ´ÍÁÈÀ£¬Ó¦°´Éè¼ÆÒªÇó´¦Àí¡£
(7) Soft soil foundation and special corrosive soil shall be treated according to design requirements.
2.»ØÌîÍÁ¡£
2. Backfill.
(1)²»µÃ½ÓÄɶ³ÍÁ¡¢À¬»ø¡¢Ä¾Áϼ°ÈíÐÔÎïÖÊ»ØÌî¡£¹ÜµÀÁ½²à¼°¹Ü¶¥ÒÔÉÏ0.5mÄڵĻØÌîÍÁ£¬²»µÃº¬ÓÐËéʯ¡¢×©¿éµÈÔÓÎÇÒ²»µÃ½ÓÄÉ»ÒÍÁ»ØÌî¡£¾à¹Ü¶¥0.5mÒÔÉϵĻØÌîÍÁÖеÄʯ¿é²»µÃ¶àÓÚ10%¡¢Ö±¾¶²»µÃ´óÓÚ0.1m,ÇÒÔȳÆÂþÑÜ¡£
(1) Frozen soil, garbage, wood and soft materials shall not be used for backfilling. The backfill on both sides of the pipe and within 0.5m above the pipe top shall not contain debris such as gravel and bricks, and shall not be backfilled with lime soil. The stones in the backfill soil more than 0.5m from the pipe top shall not be more than 10%, and the diameter shall not be more than 0.1m, and shall be evenly distributed.
ȼÆø¹ÜµÀ¾¯Ê¾´ø
(2)¹µ²ÛµÄÖ§³ÖÓ¦ÔڹܵÀÁ½²à¼°¹Ü¶¥ÒÔÉÏ0.5m»ØÌîÍê±Ï²¢Ñ¹Êµºó£¬ÔÚ°ü¹ÜµÄÇéÐÎϾÙÐвð³ý£¬²¢Ó¦½ÓÄÉϸɰÌîʵÎó²î¡£
(2) The support of the trench shall be removed under the condition of ensuring safety after backfilling and compaction on both sides of the pipe and 0.5m above the pipe top, and the gap shall be filled with fine sand.
(3.)¹µ²Û»ØÌîʱ£¬Ó¦ÏÈ»ØÌî¹Üµ×Ðü¿Õ²¿Î»£¬ÔÙ»ØÌî¹ÜµÀÁ½²à¡£
(3) When backfilling the trench, the suspended part of the pipe bottom shall be backfilled first, and then both sides of the pipe shall be backfilled.
(4)»ØÌîÍÁÓ¦·Ö²ãѹʵ£¬Ã¿²ãÐéÆ̺ñ¶ÈÒËΪ0.2~0.3m£¬¹ÜµÀÁ½²à¼°¹Ü¶¥ÒÔÉÏ0.5mÄڵĻØÌîÍÁ±ØÐè½ÓÄÉÈ˹¤Ñ¹Êµ£¬¹Ü¶¥0.5mÒÔÉϵĻØÌîÍÁ¿É½ÓÄÉСÐÍ»úеѹʵ£¬Ã¿²ãÐéÆ̺ñ¶ÈÒËΪ0.25~0.4m¡£
(4) Backfill soil shall be compacted by layers. The thickness of each layer should be 0.2~0.3m. Backfill soil on both sides of the pipeline and within 0.5m above the pipe top must be compacted manually. Backfill soil above 0.5m above the pipe top can be compacted by small machinery. The thickness of each layer should be 0.25~0.4m.
(5)»ØÌîÍÁѹʵºó£¬Ó¦·Ö²ã¼ì²éÃÜʵ¶È£¬²¢×öºÃ»ØÌî¼Í¼¡£
(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. Laying of warning tape.
(1)ÂñÉèȼÆø¹ÜµÀµÄÑØÏßÓ¦Ò»Á¬ÆÌÉ辯ʾ´ø¡£È¼Æø¹ÜµÀ¾¯Ê¾´øÆÌÉèÇ°Ó¦½«ÆÌÉèÃæѹʵ£¬²¢Æ½ÕûµÄÆÌÉèÔڹܵÀµÄÕýÉÏ·½£¬¾à¹Ü¶¨µÄ¾àÀëÒËΪ0.3~0.5m£¬µ«²»µÃÆÌÉèÓÚ·»ùºÍ·ÃæÄÚ¡£
(1) Warning tapes shall be laid continuously along the buried gas pipeline. Before laying the gas pipeline warning tape, the laying surface shall be compacted and laid flat above the pipeline. The distance from the pipe should be 0.3~0.5m, but it shall not be laid in the subgrade and pavement.
(2)¾¯Ê¾´øÒ˽ÓÄÉ»ÆÉ«¾ÛÒÒÏ©µÈ²»Ò×ÆÊÎöµÄÖÊÁÏ£¬²¢Ó¡ÓÐÏÔ×Å¡¢Àο¿µÄ¾¯Ê¾Ó×ÖÌ岻ӦСÓÚ100*100mm¡£
(2) The warning tape should be made of yellow polyethylene and other materials that are not easy to decompose, and should be printed with obvious and firm warning words. The font should not be less than 100 * 100mm.
µ±¿ªÍÚÊ©¹¤Ê±£¬ÈçÍÚµ½È¼Æø¾¯Ê¾´ø£¬ÔòÌåÏÖÔÚÏ·½0.30.5Ã×´¦ÓÐȼÆø¹ÜµÀ£¬Æðµ½Á˾¯Ê¾ºÍ±£»¤×÷Óá£ÒÔÊÇÄú¶Ô´ËÓÐÔõÑùµÄÐèÇó½Ó´ýÀ´ÎÒÃÇÍøÕ¾×Éѯ£¡
During excavation, if the gas warning belt is dug, it means that there is a gas pipeline 0.3 to 0.5 meters below, which plays a role of warning and protection. So what's your need for this? Welcome to our website consulting service

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