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1、山东省市政养护维修工程价目表二一五年五月定额号定额名称单位单价（元）其中（元）人工费材料费机械费1-1人工挖土方一.二类土20m2内hm33093.203093.201-2人工挖土方三类土20m2内hm35407.405407.401-3人工挖土方四类土20m2内hm37394.047394.041-4人工开挖冻土20m2内hm312445.7612445.761-5人工挖土方一.二类土20m2hm32717.762717.761-6人工挖土方三类土20m2hm34560.004560.001-7人工挖土方四类土20m2hm36338.406338.401-8人工开挖冻土20m2hm31196
2、6.9611966.961-9人工挖稀泥 深2m内hm312074.1212074.121-10人工挖稀泥 深3m内hm313585.0013585.001-11人工挖稀泥 深4m内hm315351.2415351.241-12人工挖稀泥 深5m内hm317347.0017347.001-13人工挖稀泥 深6m内hm319601.9219601.921-14抓斗挖掘机挖稀泥不装车6m内hm31260.71300.20960.511-15抓斗挖掘机挖稀泥不装车6mhm31426.61339.721086.891-16抓斗挖掘机挖稀泥6m内hm31426.61339.721086.891-17抓斗
3、挖掘机挖稀泥6mhm31590.99377.721213.271-18人工挖一.二类土沟槽2m内hm33614.563614.561-19人工挖一.二类土沟槽4m内hm34735.564735.561-20人工挖一.二类土沟槽6m内hm36453.926453.921-21人工挖一.二类土沟槽8m内hm38268.808268.801-22人工挖三类土沟槽2m内hm35766.125766.121-23人工挖三类土沟槽4m内hm36819.486819.481-24人工挖三类土沟槽6m内hm38366.088366.081-25人工挖三类土沟槽8m内hm310718.2810718.281-2
4、6人工挖四类土沟槽2m内hm38474.768474.761-27人工挖四类土沟槽4m内hm39464.289464.281-28人工挖四类土沟槽6m内hm310792.0010792.001-29人工挖四类土沟槽8m内hm313826.6813826.681-30人工挖一.二类土基坑2m内hm34115.404115.401-31人工挖一.二类土基坑4m内hm35160.405160.401-32人工挖一.二类土基坑6m内hm36360.446360.441-33人工挖一.二类土基坑8m内hm38148.728148.721-34人工挖三类土基坑2m内hm36611.246611.241-3
5、5人工挖三类土基坑4m内hm37656.247656.241-36人工挖三类土基坑6m内hm39012.849012.841-37人工挖三类土基坑8m内hm311547.4411547.441-38人工挖四类土基坑2m内hm39797.169797.161-39人工挖四类土基坑4m内hm310731.9610731.961-40人工挖四类土基坑6m内hm311792.1611792.161-41人工挖四类土基坑8m内hm315108.8015108.801-42人工凿松石hm312626.6412626.641-43人工凿次坚石hm317532.4417532.441-44人工凿普坚石hm32
6、4705.3224705.321-45人工凿特坚石hm343200.6843200.681-46人机配合凿松石hm319451.289954.4832.439464.371-47人机配合凿次坚石hm327006.3913822.1244.9313139.34center pin checks and anchoring the inner cylinder. According to While coupling alignment should keep oil out of cavity and locate the rotor axis neck raised are within th
7、e prescribed limits, there should be no gaps, Horn, Horn and Horn 0.05mm feeler gauges fit into. Center coupling, condenser water filling and water-filled according to factory requirement. For coupling three supported rotor Center, the mouth under the coupling between the value should be as stipulat
8、ed in the manufacturer, usually 0.150.25mm. In the case of coupling connection, if possible, lifting only one bearing end of the support bearing of the rotor, remove the bearing, fitted with special tiles and special lifting tools, disc rotors, check the journal flutter tile, should generally be les
9、s than 0.10MM. When the couplings and rotor comes when there is a conflict, the coupling Centre shall prevail. 6.4.5.2.2 shaft looking for: . 6.4.5.3. Provisional bolt confirmed the positioning of the rotor size, as well as the coupling between the adjustment shim thickness accuracy, drawings to mee
10、t the technical requirements. Plane, cylindrical and clean the coupling bolt holes should be clean and without burrs, scrap iron and grease-free, relative position of the coupling according to the drawing requirements are. Coupling top screws, round distance apart, indicators to monitor movement of
11、the aircraft, its value is allowed to pass the value axis moving, mounted adjustment pads, note pads installation direction guide pin coupling with process end closed. The back wheels slowly tightened, when 2mm or so, with standard white bars where two back wheel bolt hole measurement above and belo
12、w, confirm two back wheel bolt hole concentricity. Then, the symmetrical horizontal mount two temporary bolts tightened, attention to monitor dial indicator, then install the symmetrical temporary bolts, this time sites slowly moving rotor, in the measured circumference of 8 equal parts back wheel r
13、im rock, each measuring relative changes in value should be less than 0.02mm. 6.4.5.4 coupling reamed and paired bolt reaming die reamer, adjustable reamers, boring mill, in several ways. 6.4.5.4.1 General requirements before reaming or boring,第 10 页，共 37 页定额号定额名称单位单价（元）其中（元）人工费材料费机械费1-48人机配合凿普坚石hm338057.7619478.0463.5818516.141-49人机配合凿特坚石hm355537.4028423.2492.6627021.501-500.6m3反铲挖掘机挖装一.二类土hm3465.9468.40397.541-510.6m3反铲挖掘机挖装三类土hm3541.5168.40473.111-520.6m3反铲挖掘机挖装四类土hm3608.0268.40539.621-530.6m3反铲挖掘机挖一.二类土hm3391.1168.40322.711-540.6m3反铲挖掘机挖三类土hm3453.8468.40385.441-550.6m3
