挡土墙计算表

挡土墙、特制恻石工程量计算汇总表,,,,,,,,,,,,,,,,,,,,,,,,,

"挡墙

段号",里程桩号,,,,段长,前趾,后趾,墙厚m,,设计高程,地面高程,基顶高程,基底高程,挡土墙高m,,基厚,砼垫厚,碎石厚,钢筋kg,,墙身C30,基础C30,垫层C20,碎石,泄水管m

,起点里程,,止点里程,,m,m,m,上宽,下宽,Et,Eg,Es,Eb,起高,止高,m,m,m,HPB300,HRB400,m3,m3,m3,m3,PVCΦ50mm

NW1、SW1,K2+,593.643,K2+,602.543,8.9,1,2.35,0.4,0.7,14.343,,,10.348,3.995,3.55,0.5,0.15,0.1,,3577,17.14,19.58,5.95,5.03,4

NW2、SW2,K2+,602.543,K2+,612.543,10,1,2.125,0.4,0.7,13.898,,,10.375,3.523,3.023,0.5,0.15,0.1,,3739,16.51,20.88,6.34,5.43,5

NW3、SW3,K2+,612.543,K2+,622.543,10,0.8,1.858,0.4,0.6,13.398,,,10.405,2.993,2.533,0.4,0.15,0.1,,2816,12.62,14.54,5.49,4.86,4

NW4、SW4,K2+,622.543,K2+,632.543,10,0.8,1.785,0.4,0.6,12.938,,,10.435,2.503,2.11,0.4,0.15,0.1,,2730,10.34,14.24,5.38,4.79,4

NW5、SW5,K2+,632.543,K2+,642.543,10,0.6,1.76,0.4,0.6,12.545,,,10.565,1.98,1.653,0.4,0.15,0.1,,2509,7.89,13.34,5.04,4.56,4

NW6、SW6,K2+,642.543,K2+,652.543,10,0.6,1.76,0.4,0.6,12.218,,,10.595,1.623,1.363,0.4,0.15,0.1,,2509,6.27,13.34,5.04,4.56,4

防撞护栏,K2+,593.643,K2+,652.543,58.9,,,,,,,,,,,,,,119,331,24.33,,,,

YBNW1、YBSW1,K2+,652.543,K2+,661.003,8.46,0.3,0.3,0.4,0.6,11.958,,,10.725,1.233,1.065,0.4,0.15,0.1,174,358,3.17,4.07,1.78,1.19,4

YBNW2、YBSW2,K2+,661.003,K2+,671.003,10,0.3,0.3,0.4,0.6,11.79,,,10.75,1.04,0.903,0.4,0.15,0.1,206,423,2.86,4.8,2.1,1.4,4

YBNW3、YBSW3,K2+,671.003,K2+,681.003,10,0.3,0.3,0.4,0.4,11.653,,,10.78,0.873,0.803,0.3,0.15,0.1,206,423,2.16,3,1.8,1.2,3

YBNW4、YBSW4,K2+,681.003,K2+,691.003,10,0.3,0.3,0.4,0.4,11.583,,,10.81,0.773,0.77,0.3,0.15,0.1,206,423,1.89,3,1.8,1.2,3

,K2+,691.003,,,,,,,,11.58,,,,,,,,,,,,,,,

合计,2,悬臂式挡土墙,,,,,,,钢筋材料汇总表,,,,,,,,,,0,35760,141.54,191.84,66.48,58.46,50

,2,防撞护栏,,,,,,,HPB300,,,,HRB400,,,,,,238,662,48.66,,,,

,2,特制恻石,,,,,,,8,10,,,10,12,14,16,18,20,1584,3254,20.16,29.74,14.96,9.98,28

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