1、lijundong 制表: 復核:K41+260K41+299.4擋擋土土墻墻斷斷面面尺尺寸寸表表(衡衡重重式式)施工單位：XXXXX橋梁工程有限公司合同段：第四合同段監理單位：XXXXX工程咨詢監理公司第 1 頁共 1 頁斷面編號里程樁號長度內摩擦角地基承載力不應低于墻頂面標高墻趾標高墻高HH1H2H3斷面尺寸墻身圬工體積基礎圬工體積墻身圬工體積基礎圬工體積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衡衡重重式式擋擋土土墻墻尺尺寸寸數數據據序號設計里程設計標高地面線里程地面標高墻趾標高基礎厚臺寬基礎襟邊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在上表中輸入相關數字,最多16臺基礎,32個斷面,下面A列為斷面編號.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坐坐標標轉轉化化墻頂寬墻身上部墻身下部墻身填土高度護肩墻高墻頂標高B1內坡內坡外坡mHd2(Hs-m)mn1mm330.9720.50.520.250.0500.745331.09010.50.520.250.05縱橫比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使用步驟: (確保數字準確無誤)21.01233.4424-2.73260.7519第一、在參數表中填相關數字；0.96062.9224-2.34660.6273第二、從參數表復制數字到上表；0.96342.9484-2.36440.6332第三、修改“擋墻2006”斷面編號0.82292.6572-2.12150.5

15、787及其它紅色數據；0.82572.6832-2.13940.5846第四、打開AutoCAD制圖模板；0.78202.2412-1.80970.4784第五、復制坐標(選中AC列整列復制)；0.78332.2620-1.83010.4844第六、在AutoCAD中點直線命令；0.62501.7784-1.44170.3881第七、確定第一點（任意點）；0.63251.8460-1.48690.4033第八、在命令行內粘貼坐標；0.56391.4352-1.17570.3100（生成圖線）0.56711.4716-1.20500.3192第九、刪除多余的線條；0.54061.1960-0.9

16、9490.2520第十、分段移動圖形構成擋墻圖；0.54501.2428-1.03100.2635第十一、確定圖形比例；0.00000.00000.00000.0000第十二、尺寸標注；0.00000.00000.00000.0000第十三、文字標注；0.00000.00000.00000.0000第十四、復核圖紙及數量表。0.00000.00000.00000.0000詳見“擋墻圖例”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郵箱: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線條說明立面圖:1 設計線(墻頂線)公路測量坐標計算2 地面線3 墻身底

18、面線4 墻趾底面線平面圖:5 墻身外投影線6 基礎襟邊投影線(墻趾)7 上墻身內投影線8 下墻身頂內投影線9 內墻趾投影線斷面圖(編號)234斷面固定墻趾底面線墻身外投影線基礎襟邊投影線上墻身內投影線下墻身內投影線內墻趾投影線斷面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在表中輸入紅色數字部分作者：李俊冬衡衡重重式式擋擋墻墻尺尺寸寸數數據據（儲儲存存）序號設計里程設計標高地面線里程地面標高墻趾標高基礎厚臺基礎襟邊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墻頂寬墻身上部墻身下部墻身填土高度護肩墻高B1內坡內坡外坡m多段擋墻分段填寫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