衡重式挡土墙尺寸数据

1、lijundong 制表: 复核:K41+260K41+299.4挡挡土土墙墙断断面面尺尺寸寸表表(衡衡重重式式)施工单位：XXXXX桥梁工程有限公司合同段：第四合同段监理单位：XXXXX工程咨询监理公司第 1 页共 1 页断面编号里程桩号长度内摩擦角地基承载力不应低于墙顶面标高墙趾标高墙高HH1H2H3断面尺寸墙身圬工体积基础圬工体积墙身圬工体积基础圬工体积n1B11B21B4n2(m)(度)(Kpa)(m)(m)(m)(cm)(cm)(cm)(cm)(cm)(cm)(m3/m)(m3/m)(m3)(m3)1K41+260.000435350330.972314.55214.920657.0

2、985.01500.5222090504.8261.89910.906249.1543.72K41+264.00035350331.090314.55215.038662.0991.81500.5222090506.2262.67610.9443K41+264.000435350331.090317.04412.546562.0842.61500.5222090480.3247.37110.268190.8741.154K41+268.00035350331.208317.04412.664567.0849.41500.5222090481.7248.06310.3055K41+268.000

3、435350331.208318.43511.573511.0766.31200.5219060411.5239.6257.142159.7728.636K41+272.00035350331.327318.43511.692516.0773.21200.5219060412.9240.2607.1717K41+272.000435350331.327320.5609.567431.0645.71200.5219060391.0229.6876.712119.8426.878K41+276.00035350331.447320.5609.687435.0653.71200.5219060391

4、.7230.2316.7259K41+276.0001035350331.447322.8857.762342.0514.2800.5215040312.5219.7763.730203.737.5910K41+286.00035350331.750322.8858.065355.0531.5800.5215040316.3220.9643.78711K41+286.000635350331.750324.8516.199276.0413.9700.5214035282.0213.7822.96884.5117.8712K41+292.00035350331.934324.8516.38328

5、3.0425.3700.5214035283.6214.3872.99013K41+292.0007.435350331.934326.1955.039230.0343.9700.5214035270.3210.1722.81577.820.9414K41+299.40035350332.164326.1955.269239.0357.9700.5214035272.5210.8562.844 39.41085.64216.75衡衡重重式式挡挡土土墙墙尺尺寸寸数数据据序号设计里程设计标高地面线里程地面标高墙趾标高基础厚台宽基础襟边HsH3B11B21mmmmmm1K41+260.000330.

6、972K41+260.000318.2522K41+264.000331.090K41+264.000320.644314.5521.52.20.93K41+268.000331.208K41+268.000322.035317.0441.52.20.94K41+272.000331.327K41+272.000323.960318.4351.21.90.65K41+276.000331.447K41+276.000325.885320.561.21.90.66K41+286.000331.750K41+286.000327.651322.8850.81.50.47K41+292.000331

7、.934K41+292.000328.795324.8510.71.40.358K41+299.400332.164K41+299.400330.205326.1950.71.40.3591011121314151617在上表中输入相关数字,最多16台基础,32个断面,下面A列为断面编号.2K41+264.0000.5002.2000.9005.06215.0386.6201.5003K41+264.0000.5002.2000.9004.80312.5465.6201.5004K41+268.0000.5002.2000.9004.81712.6645.6701.500B1B11B21B4H

8、H1H31K41+260.0000.5002.2000.9005.04814.92006.57001.5002K41+264.0000.5002.2000.9005.06215.03806.62001.5003K41+264.0000.5002.2000.9004.80312.54605.62001.5004K41+268.0000.5002.2000.9004.81712.66405.67001.5005K41+268.0000.5001.9000.6004.11511.57305.11001.2006K41+272.0000.5001.9000.6004.12911.69205.16001

9、.2007K41+272.0000.5001.9000.6003.9109.56704.31001.2008K41+276.0000.5001.9000.6003.9179.68704.35001.2009K41+276.0000.5001.5000.4003.1257.76203.42000.80010 K41+286.0000.5001.5000.4003.1638.06503.55000.80011 K41+286.0000.5001.4000.3502.8206.19902.76000.70012 K41+292.0000.5001.4000.3502.8366.38302.83000

10、.70013 K41+292.0000.5001.4000.3502.7035.03902.30000.70014 K41+299.4000.5001.4000.3502.7255.26902.39000.700 K41+299.4000.0000.0000.0000.000332.16400.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.00

11、0 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.000

12、0.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.000 K0+000.0000.0000.0000.

13、0000.0000.00000.00000.000 K0+000.0000.0000.0000.0000.0000.00000.00000.00033坐坐标标转转化化墙顶宽墙身上部墙身下部墙身填土高度护肩墙高墙顶标高B1内坡内坡外坡mHd2(Hs-m)mn1mm330.9720.50.520.250.0500.745331.09010.50.520.250.05纵横比331.2080.50.520.250.051331.3270.50.520.250.05331.4470.50.520.250.05331.7500.50.520.250.05331.9340.50.520.250.05332.

14、1640.0000.0000.0000.0000.0000.0000.0000.0000.0001.0123.442-2.7330.7520.9612.922-2.3470.6270.9632.948-2.3640.633h1231.00953.4164-2.71490.7460使用步骤: (确保数字准确无误)21.01233.4424-2.73260.7519第一、在参数表中填相关数字；0.96062.9224-2.34660.6273第二、从参数表复制数字到上表；0.96342.9484-2.36440.6332第三、修改“挡墙2006”断面编号0.82292.6572-2.12150.5

15、787及其它红色数据；0.82572.6832-2.13940.5846第四、打开AutoCAD制图模板；0.78202.2412-1.80970.4784第五、复制坐标(选中AC列整列复制)；0.78332.2620-1.83010.4844第六、在AutoCAD中点直线命令；0.62501.7784-1.44170.3881第七、确定第一点（任意点）；0.63251.8460-1.48690.4033第八、在命令行内粘贴坐标；0.56391.4352-1.17570.3100（生成图线）0.56711.4716-1.20500.3192第九、删除多余的线条；0.54061.1960-0.9

16、9490.2520第十、分段移动图形构成挡墙图；0.54501.2428-1.03100.2635第十一、确定图形比例；0.00000.00000.00000.0000第十二、尺寸标注；0.00000.00000.00000.0000第十三、文字标注；0.00000.00000.00000.0000第十四、复核图纸及数量表。0.00000.00000.00000.0000详见“挡墙图例”0.00000.00000.00000.00000.00000.00000.00000.0000作者: 李俊冬0.00000.00000.00000.00000.00000.00000.00000.0000QQ

17、:65487777030.00000.00000.00000.0000邮箱:0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00002007.02.05线条说明立面图:1 设计线(墙顶线)公路测量坐标计算2 地面线3 墙身底

18、面线4 墙趾底面线平面图:5 墙身外投影线6 基础襟边投影线(墙趾)7 上墙身内投影线8 下墙身顶内投影线9 内墙趾投影线断面图(编号)234断面固定墙趾底面线墙身外投影线基础襟边投影线上墙身内投影线下墙身内投影线内墙趾投影线断面10.000,0.0000.000,0.0000.000,0.0000.000,0.0000.000,0.0000.000,0.0000.000,0.0004,0.1184,0.1184,0.1194,0.1210,0.3036,0.1847.4,0.230,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,-12.724,

19、2.3924,1.3914,1.9254,1.92510,1.7666,1.1447.4,1.410,00,00,00,00,00,00,00,00,00,00,010,1010,-100,-14.924,00,2.4924,00,1.0914,00,2.1254,00,1.92510,00,1.8666,00,1.3447.4,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,-16.424,00,2.4924,00,1.3914,00,2.1254,00,2.32510,00,1.9666,00,1.34

20、47.4,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,0.7464,0.00590,-0.12464,0.00590,-0.05454,0.00590,-0.10624,0.0060,-0.096310,0.01520,-0.09336,0.00920,-0.06727.4,0.01150,-0.26350,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,1.6464,0.00590,-0.12464,0.00590,-0.35

21、454,0.00590,-0.10624,0.0060,-0.296310,0.01520,-0.14336,0.00920,-0.06727.4,0.01150,-0.61350,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,3.41644,0.0260,-0.524,0.0260,-0.29124,0.0260,-0.4424,0.02080,-0.483610,0.06760,-0.41086,0.03640,-0.27567.4,0.04680,-1.24280,00,00,00,00,00,00,00,00

22、,00,00,00,00,00,00,00,00,010,1010,-100,5.61644,0.0260,-0.524,0.0260,-0.59124,0.0260,-0.4424,0.02080,-0.883610,0.06760,-0.51086,0.03640,-0.27567.4,0.04680,-2.64280,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100,2.90154,0.00830,-0.1344,0.00820,-0.34834,0.00810,-0.11234,0.00040,-0.495210

23、,0.02240,-0.19966,0.00710,-0.06557.4,0.01070,-1.61180,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,00,010,1010,-100.5,00.7519,-15.0380.9,00,-1.5-5.0615,-1.0123-2.7326,10.93032.2,03.4424,6.6210,1010,-100.5,00.6273,-12.5460.9,00,-1.5-4.803,-0.9606-2.3466,9.38662.2,02.9224,5.6210,1010,-100.5,00.6332,-1

24、2.6640.9,00,-1.5-4.817,-0.9634-2.3644,9.45742.2,02.9484,5.67在表中输入红色数字部分作者：李俊冬衡衡重重式式挡挡墙墙尺尺寸寸数数据据（储储存存）序号设计里程设计标高地面线里程地面标高墙趾标高基础厚台基础襟边HsH3B11B21mmmm1K41+260.000330.972K41+260.000318.252mmm2K41+264.000331.090K41+264.000320.644314.5521.52.20.93K41+268.000331.208K41+268.000322.035317.0441.52.20.94K41+272

25、.000331.327K41+272.000323.960318.4351.21.90.65K41+276.000331.447K41+276.000325.885320.561.21.90.66K41+286.000331.750K41+286.000327.651322.8850.81.50.47K41+292.000331.934K41+292.000328.795324.8510.71.40.358K41+299.400332.164K41+299.400330.205326.1950.71.40.3591011121314151617K41+260.000330.972K41+260

26、.000318.2522K41+264.000331.090K41+264.000320.644314.5521.52.20.93K41+268.000331.208K41+268.000322.035317.0441.52.20.94K41+272.000331.327K41+272.000323.960318.4351.21.90.65K41+276.000331.447K41+276.000325.885320.561.21.90.66K41+286.000331.750K41+286.000327.651322.8850.81.50.47K41+292.000331.934K41+29

27、2.000328.795324.8510.71.40.358K41+299.400332.164K41+299.400330.205326.1950.71.40.35910111213141516171234567891011121314151617123456789101112131415161712345678910111213141516171234567891011121314151617墙顶宽墙身上部墙身下部墙身填土高度护肩墙高B1内坡内坡外坡m多段挡墙分段填写mn1mmmn2mm0.50.520.250.0500.7450.50.520.250.050.50.520.250.050

28、.50.520.250.050.50.520.250.050.50.520.250.050.50.520.250.050.50.520.250.0500.7450.50.520.250.050.50.520.250.050.50.520.250.050.50.520.250.050.50.520.250.050.50.520.250.05412606.1336412646.1076412646.6276412686.6016412687.1928412727.1668412727.6088412767.588412768.4716412868.404412868.9148412928.8784412929.15441299.49.1