開(kāi)槽埋管（PVC-U管）作業(yè)指導(dǎo)書.rar

開(kāi)槽埋管（PVC-U管）作業(yè)指導(dǎo)書
1.開(kāi)挖溝槽
1.1槽底寬度應(yīng)為管外徑+0.4m。
1.2溝槽開(kāi)挖時(shí)，應(yīng)嚴(yán)格控制基底高程，不得超挖或擾動(dòng)基面。挖掘機(jī)挖至距基底20cm時(shí)，采用人工繼續(xù)開(kāi)挖直至標(biāo)高。
1.3槽底不得受水浸泡。
1.4、開(kāi)挖溝槽質(zhì)量標(biāo)準(zhǔn)：
1.4.1槽底松散土、淤泥、大塊石等雜物必須清除，保持槽底不浸水。
1.4.2溝槽允許偏差見(jiàn)表：
Slot Buried (PVC-U pipe) Operating Instructions
1. Excavation trench
1.1 The bottom width of the pipe diameter should be +0.4 m.
1.2 The trench excavation should be strictly controlled basement elevation, excavation or disturbance shall not exceed the base plane. Excavator dug to 20cm from the base, the use of artificial continue excavation until the elevation.
1.3 shall be subjected to water immersion bottom.
1.4, trench excavation quality standards:
1.4.1 bottom loose soil, silt, large stones and other debris must be removed to maintain bottom is not flooded.
Table 1.4.2 Tolerance groove:

前往下載