专桥（92）8130-19.xls

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1、 图 号人 跨行 度（m）道 编宽 规格及数量度W 号 N 专桥2601 专桥2064专桥2062专桥2065 2073、2075、专桥 2076、2084、2087、20882432243224长度(m)数 量总重(kg)长度(m)数 量总重(kg)长度(m)数 量总重(kg)长度(m)数 量总重(kg)长度(m)数 量总重(kg)10501A、1BL75*75*82.670248.222.670248.222.670248.222.670248.222.670248.222L75*75*81.05019.481.05019.481.05019.481.05019.481.05019.48A

2、L75*75*82.670124.112.670124.112.670124.112.670124.112.670124.113A、3BL75*75*81.058328.661.058328.661.058328.661.058328.661.058328.665L75*75*80.970217.520.970217.520.970217.520.970217.520.970217.526A、6BL125*125*8 2.342272.622.833287.852.342272.622.919290.512.581280.037A、7BL75*75*80.600210.840.600210.8

3、40.600210.840.600210.840.600210.849Q20圆钢0.45066.660.45088.880.45066.660.45099.990.45077.7711A、11BL50*50*61.840216.452.419221.631.840216.452.517222.52.128219.0212L50*50*60.75426.740.81927.320.75426.740.82627.380.79227.0813200*100.20026.280.20026.280.20026.280.20026.280.20026.2815L75*75*83.508131.683.

4、508131.683.508131.683.508131.683.508131.6816L75*75*83.508131.683.508131.683.508131.683.508131.683.508131.6817A、17BL75*75*82.485244.882.485244.882.485244.882.485244.882.485244.88合 计36236236239037313001A、1BL75*75*82.670248.222.670248.222.670248.222.670248.222.670248.222L75*75*81.300111.741.300111.741.

5、300111.741.300111.741.300111.74AL75*75*82.670124.112.670124.112.670124.112.670124.112.670124.113A、3BL75*75*81.058328.661.058328.661.058328.661.058328.661.058328.665L75*75*80.970217.520.970217.520.970217.520.970217.520.970217.526A、6BL125*125*8 2.342272.622.833272.622.342272.622.919290.512.581280.037A

6、、7BL75*75*80.600210.840.600287.850.600210.840.600210.840.600210.849Q20圆钢0.45066.660.45088.880.45066.660.45099.990.45077.7711A、11BL50*50*61.930217.252.488222.241.930217.252.583223.092.206219.7212L50*50*60.55824.990.60325.390.55824.990.60925.440.58425.2213200*100.20026.280.20026.280.20026.280.20026.28

7、0.20026.2815L75*75*83.258129.423.258129.423.258129.423.258129.423.258129.4216L75*75*83.258129.423.258129.423.258129.423.258129.423.258129.4217A、17BL75*75*82.485244.882.485244.882.485244.882.485244.882.485244.88合 计359382359386370附注:1、本表尺寸除注明者外均以毫米计。2、国一构件A、B编号者说明二者尺寸相同但弯折方向相反数量糸二者之和。3、本表糸不计步板及螺栓用料时避车台之总用料，采用避车台时人行道数量中应扣除。4、本表糸按角钢方案计算，当采用钢筋混凝土栏杆柱方案时，应以N51，N52代替N15，N16，详见专桥（92）8130-13图，并应在N11与N5间加454510毫米之垫板，图见专桥（92）8130-17图附注。可采用废料故数量末列。中铁二局渝怀指挥部四项目经理部图号制图钢筋砼预应力梁避车台型避车台总用量表(避车台宽2米)比例复核专业负责人技术负责人工程部长技术主管总工程师