各級圍巖級別鋼架材料數(shù)量表

V級圍巖Va型鋼架各單元鋼筋數(shù)量表單元名稱鋼筋編號規(guī)格(mm)長度(mm)數(shù)量(根)共長(m)重量(kg)小計(kg)合計(kg)A單元N1①255052210.138.8976.8197.32N2①25492629.8537.92N11①105452413.088.0720.51N12①811162426.7810.58N13①894054.71.86B單元N3①25378927.5829.1857.6373.11N4①25369527.3928.45N11①10545189.816.0515.48N12①811161820.097.94N13①894043.761.49C單元N5①25317026.3424.4148.8260.81N6①25317026.3424.41N11①10545147.634.7111.99N12①811161415.626.17N13①894032.821.11D單元N7①25287625.7522.1446.5158.5N8①25316326.3324.37N11①10545147.634.7111.99N12①811161415.626.17N13①894032.821.11E單元N9①25478429.5736.8473.2292.18N10①25472529.4536.38N11①105452211.997.418.96N12①811162224.559.7N13①894054.71.86每棉各類鋼筋重量：025 302.99kg①10 30.94kg08 47.99kg025 4.5m中空錨桿12根022 2.5m砂漿錨桿 20根050 4.5m鎖腳鋼管 6.67根名稱材料規(guī)格(mm)數(shù)量加寬值(0cm)每件每棉格柵鋼架A①25①10①8見A單元數(shù)量表397.23291.96B見B單元數(shù)量表273.11146.22C見C單元數(shù)量表260.81121.62D見D單元數(shù)量表258.5117E見E單元數(shù)量表292.18184.36連接角鋼(10/8)GB9788-8851245.622.4230402.52100.8螺栓GB/T5781-2000M24*60480.3416.32螺母GB/T41-2000M24480.14.8墊鋼板GB709-88250*388*826.0912.18368*512*8211.8323.66連接錨筋①20208120.516.12縱向連接鋼筋①22924442.76121.44合計每棉格柵鋼架重量(kg)1168.88進尺0.8m/每棉起止里程起止里程:DK681+759?DK681+823,DK682+102?DK682+172，共計134m,W級圍巖Wa型鋼架材料各單元鋼筋數(shù)量表單元名稱鋼筋編號規(guī)格(mm)長度(mm)數(shù)量(根)共長(m)重量(kg)小計(kg)合計(kg)A單元N1①22499029.9829.7858.979.06N2①22487929.7629.12N7①104962612.97.9620.16N8①810252626.6510.53N9①884454.221.67B單元N3①22374327.4922.3544.1959.75N4①22365627.3221.84N7①10496209.926.1215.56N8①810252020.58.1N9①884443.381.34C單元N5①22303226.0618.0836.1648.88N6①22303126.0618.08N7①10496167.944.912.72N8①810251616.46.48N9①884443.381.34139.25kg139.25kg18.98kg29.46kg每棉各類鋼筋重量:TOC\o"1-5"\h\z①22010080424.5m超前鋼管 31根名稱材料規(guī)格(mm)數(shù)量加寬值(0cm)每件每棉格柵鋼架A單元①20①10①8見A單元數(shù)量表379.06237.18B單元見B單元數(shù)量表259.75119.5C單元見C單元數(shù)量表248.8897.96連接角鋼(10/8)GB9788-88200282.364.4螺栓GB/T5781-2000M24*60240.348.16螺母GB/T41-2000M24240.12.4墊鋼板GB709-88230*364*825.2610.52縱向連接鋼筋①221155283.4596.6合計每棉格柵鋼架重量(kg)636.52起止里程：DK681+511?DK681+560,DK681+725?DK681+759,DK681+823?DK681+883,DK682+074?DK682+102，共計171m進尺1m/棉V級圍巖Vb型鋼架各單元鋼筋數(shù)量表單元數(shù)量長度(mm)重量(kg)A單元I20a3709103.48B單元I20a5581155.71C單元I20a309986.46D單元I20a291281.24E單元I20a313587.47每棉工字鋼重量：I20a 514.36kg025 4.5m中空錨桿12根022 2.5m砂漿錨桿 20根050 4.5m鎖腳鋼管 6.67根.起止里程:DK681+252?DK681+511,DK682+172?DK682+344共計431m,V級圍巖起止里程:DK681+252?DK681+511,DK682+172?DK682+344共計431m,名稱材料規(guī)格(mm)數(shù)量加寬值(0cm)每件每棉工字鋼AI20a見A單元數(shù)量表3103.48310.44B見B單元數(shù)量表2155.71311.42C見C單元數(shù)量表286.46172.92D見D單元數(shù)量表281.24162.48E見E單元數(shù)量表387.47262.41連接板GB9788-88300*260*16229.8215.6300*560*16421.184.4螺栓GB/T5781-2000M30*80520.5528.6螺母GB/T41-2000M30520.157.8縱向連接鋼筋①22668441.9987.56合計每棉格柵鋼架重