挡土墙计算(仰斜式)

1、lijundong 制表: 复核: K41+232.5K41+295.26挡挡土土墙墙断断面面尺尺寸寸表表(仰仰斜斜式式)施工单位：云南第二公路桥梁工程有限公司合同段：第四合同段监理单位：XXXXXX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H墙身净高h1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n1b1B1B2n2(m)(度)(Kpa)(m)(m)(m)(cm)(cm)(cm)(cm)(cm)(m3/m)(m3/m)(m3)(m3)1K0+110.0001035350282.192279.5182.674142.45

2、00.25307095.220.9970.5958.655.952K0+120.00035350281.813279.5182.295104.5500.25307095.220.7320.5953K0+120.0001035350281.813279.1192.694144.4500.25307095.221.0110.5959.65.954K0+130.00035350281.667279.1192.548129.8500.25307095.220.9090.5955K0+130.0001035350281.667278.6692.998174.8500.253090114.321.5730

3、.73716.27.376K0+140.00035350281.771278.6693.102185.2500.253090114.321.6670.7377K0+140.0001035350281.771278.3073.464221.4500.253090114.321.9930.73721.527.378K0+150.00035350282.125278.3073.818256.8500.253090114.322.3110.7379K0+150.0001035350282.125278.0044.121277.1600.2540110142.923.0481.11433.811.141

4、0K0+160.00035350282.729278.0044.725337.5600.2540110142.923.7121.11411K0+160.0001035350282.729277.8884.841349.1600.2540120152.424.1891.20447.0212.0412K0+170.00035350283.583277.8885.695434.5600.2540120152.425.2141.20413K0+170.0001035350283.583277.3116.272492.2600.2540140171.426.8911.38976.6313.8914K0+

5、180.00035350284.685277.3117.374602.4600.2540140171.428.4341.38915K0+180.0001035350284.685276.8837.802625.2800.2550150190.529.3781.981102.7819.8116K0+190.00035350285.885276.8839.002745.2800.2550150190.5211.1781.98117K0+190.0001035350285.885276.5009.385763.51000.2580180247.6213.7433.244148.2332.4418K0

6、+200.00035350287.085276.50010.585883.51000.2580180247.6215.9033.24419K0+200.00011.535350287.085275.81811.267911.71400.25100200285.7218.2345.057225.5658.1620K0+211.50035350288.465275.81812.6471049.71400.25100200285.7220.9945.05721K0+211.50013.535350288.465275.33013.1351088.51500.25110210304.8222.8595

7、.775308.677.9622K0+225.00035350288.465275.33013.1351088.51500.25110210304.8222.8595.77523K0+225.0002.535350288.465281.9506.515516.5600.2540130161.926.7141.29516.793.2424K0+225.00035350288.465281.9506.515516.5600.2540130161.926.7141.29525K0+225.0002.535350288.465283.1155.350400.0600.2540130161.925.20

8、01.295133.2426K0+225.00035350288.465283.1155.350400.0600.2540130161.925.2001.29526K0+225.0002.435350288.465284.3964.069271.9600.2540130161.923.5351.2958.483.1126K0+225.00035350288.465284.3964.069271.9600.2540130161.923.5351.295 122.41036.86261.67lijundong 制表: 复核: 19.00279.32819.00279.32819.00278.929

9、19.00278.92922.90278.44022.90278.44011.40278.07811.40278.07814.30277.71814.30277.71815.20277.58315.20277.58317.10276.96817.10276.96819.00276.50219.00276.50224.80276.00524.80276.00528.60275.24728.60275.24730.50274.72030.50274.72016.20281.62616.20281.62616.20282.79116.20282.79116.20284.07216.20284.072

10、 仰仰斜斜式式挡挡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身底标高基础厚长度Hs长度h1mmmmmm1 K0+110.000282.192K0+110.000281.427280.0180.52 K0+120.000281.813K0+120.000281.018279.6190.53 K0+130.000281.667K0+130.000280.619279.1690.54 K0+140.000281.771K0+140.000280.169278.8070.55 K0+150.000282.125K0+150.000279.807278.6040.66 K0+160.0

11、00282.729K0+160.000279.504278.4880.67 K0+170.000283.583K0+170.000279.388277.9110.68 K0+180.000284.685K0+180.000278.110277.6830.89 K0+190.000285.885K0+190.000278.383277.5110 K0+200.000287.085K0+200.000278.000277.2181.411 K0+211.500288.465K0+211.500277.818276.831.512 K0+225.000288.465K0+225.000277.330

12、282.550.613 K0+225.000288.465283.7150.614 K0+225.000288.465284.9960.615 K0+225.000288.4651617在上表中输入相关数字最多16台基础,32个断面1712345678910111213141516171819202122232425262728 #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE!33坐坐标标转转化化0.000,0.0000.000,0.0000.000,0.000坡比基础襟边宽墙身宽填土高度墙顶标高0.000,0.0001:n

13、1b1B1mHd2(Hs-m)0.000,0.000mmm0.000,0.0000.250.30.70282.1920.000,0.0000.250.30.7护肩墙高281.81310,-0.3790.250.30.90.75281.667设0,-0.1460.250.30.9面坡281.771计0,0.1040.250.41.10.25282.125线0,0.3540.250.41.2纵横比282.7290,0.6040.250.41.41283.5830,0.8540.250.51.5断面编号284.6850,1.1020.250.81.817285.8850,1.20.2512287.0

14、850,1.20.251.12.1288.4650,1.380.250.41.3288.4650,00.250.41.3288.4650,00.250.41.3288.4650,0288.4650,00.0000,00.0000,00,00,00,0使用步骤(确保数字准确无误):10,10第一、在参数表中填相关数字；10,-10第二、从参数表复制数字到上表；20,-0.765第三、修改“挡墙2006”断面编号0,-0.409及其它红色数据；0,-0.399第四、打开AutoCAD制图模板；0,-0.45第五、复制坐标(选中AA列整列复制)；0,-0.362第六、在AutoCAD中点直线命令；0

15、,-0.303第七、确定第一点（任意点）；0,-0.116第八、在命令行内粘贴坐标；0,-1.278（生成图线）0,0.273第九、删除多余的线条；0,-0.383第十、分段移动图形构成挡墙图；0,-0.182第十一、确定图形比例；0,-0.488第十二、尺寸标注；0,0第十三、文字标注；0,0第十四、复核图纸及数量表。0,0详见“挡墙图例”0,00,0作者: 李俊冬0,00,0QQ: 65487777010,10邮箱:10,-1030,-2.174公路测量坐标计算0,02008.12.280,-0.399线条说明0,0立面图:0,-0.451 设计线(墙顶线)0,02 地面线0,-0.362

16、3 墙身底面线0,04 墙趾底面线0,-0.203平面图:0,05 墙身投影线0,-0.1166 基础襟边投影线0,07 墙趾投影线0,-0.5778 墙身顶面投影线0,0断面图170,-0.2280,00,-0.1830,00,-0.2820,00,-0.3880,00,5.720,00,1.1650,00,1.2810,00,00,00,00,00,00,00,00,00,00,010,1010,-100,-2.674墙0,0趾0,-0.399底0,0面0,-0.45线0,00,-0.3620,00,-0.3030,00,-0.1160,00,-0.5770,00,-0.4280,00,-

17、0.3830,00,-0.6820,00,-0.4880,00,6.620,00,1.1650,00,1.2810,00,00,00,00,00,00,00,00,00,00,010,1010,-100,0.544墙0,-0.095身0,0.099投0,-0.036影0,0.112线0,0.0270,0.090,0.0880,0.0510,0.1510,0.0290,0.2140,0.1440,0.2760,0.0570,0.30,0.0450,0.30,0.0710,0.3450,0.0970,00,-1.430,00,-0.2910,00,-0.3210,00,-0.8670,00,00,

18、00,00,00,00,00,00,010,1010,-100,0.844基0,-0.095础0,0.099襟0,-0.036边0,0.112投0,0.027影0,0.09线0,0.0880,0.1510,0.1510,0.0290,0.2140,0.1440,0.2760,0.1570,0.30,0.3450,0.30,0.2710,0.3450,0.1970,00,-2.130,00,-0.2910,00,-0.3210,00,-1.2670,00,00,00,00,00,00,00,00,010,1010,-100,0.969墙0,-0.095趾0,0.099投0,-0.036影0,0.

19、112线0,0.0270,0.090,0.0880,0.1760,0.1510,0.0290,0.2140,0.1440,0.2760,0.2070,0.30,0.3950,0.30,0.3710,0.3450,0.2220,00,-2.3550,00,-0.2910,00,-0.3210,00,-1.4170,00,00,00,00,00,00,00,00,010,1010,-100,0.7墙0,0身0,0顶0,0面0,0.2投0,0影0,0线0,00,0.20,00,0.10,00,0.20,00,0.10,00,0.30,00,0.20,00,0.10,00,-0.80,00,00,00

20、,00,00,-1.30,00,00,00,00,00,00,00,00,010,1010,-10断1.8,0面-2.283,-9.13-2.476,0.4950.25,10.8,01.909,7.635在表中输入红色数字部分作者：李俊冬距距设设计计中中线线平平距距( (挡挡墙墙位位于于路路边边缘缘) )lijundong序号里程投影线(边缘线)路基宽外墙趾基础顶外墙身底外墙顶外墙顶内内墙趾填土高(单幅)12345601K0+110.00012.2513.40713.28212.98212.43811.73812.455坡比2K0+120.00012.2513.31213.18712.8871

21、2.43811.73812.361.53K0+120.00012.2513.41113.28612.98612.43811.73812.459平台宽4K0+130.00012.2513.37513.2512.9512.43811.73812.42305K0+130.00012.2513.48713.36213.06212.43811.53812.344小数6K0+140.00012.2513.51413.38913.08912.43811.53812.37137K0+140.00012.2513.60413.47913.17912.43811.53812.4618K0+150.00012.25

22、13.69213.56713.26712.43811.53812.5499K0+150.00012.2513.86813.71813.31812.43811.33812.43910K0+160.00012.2514.01913.86913.46912.43811.33812.5911K0+160.00012.2514.04813.89813.49812.43811.23812.52412K0+170.00012.2514.26214.11213.71212.43811.23812.73813K0+170.00012.2514.40614.25613.85612.43811.03812.6921

23、4K0+180.00012.2514.68214.53214.13212.43811.03812.96815K0+180.00012.2514.88914.68914.18912.43810.93812.98416K0+190.00012.2515.18914.98914.48912.43810.93813.28417K0+190.00012.2515.58415.33414.53412.43810.63813.10818K0+200.00012.2515.88415.63414.83412.43810.63813.40819K0+200.00012.2516.25515.90514.9051

24、2.43810.43813.39820K0+211.50012.2516.616.2515.2512.43810.43813.74321K0+211.50012.2516.82216.44715.34712.43810.33813.77422K0+225.00012.2516.82216.44715.34712.43810.33813.77423K0+225.00012.2514.46714.31713.91712.43811.13812.84824K0+225.00012.2514.46714.31713.91712.43811.13812.84825K0+225.00012.2514.17

25、614.02613.62612.43811.13812.55726K0+225.00012.2514.17614.02613.62612.43811.13812.55727K0+225.00012.2513.85513.70513.30512.43811.13812.23628K0+225.00012.2513.85513.70513.30512.43811.13812.236 12.25 12.25 12.25 12.25 2008.12.28距距设设计计中中线线平平距距( (其其中中一一幅幅为为桥桥, ,挡挡墙墙位位于于路路中中线线) )序号里程投影线(边缘线)墙顶距中线外墙趾基础顶外墙身

26、底外墙顶外墙顶内内墙趾距离1234561K0+110.0000.05-1.107-0.982-0.682-0.1380.563-0.1552K0+120.0000.05-1.012-0.887-0.587-0.1380.563-0.0593K0+120.0000.05-1.111-0.986-0.686-0.1380.563-0.1594K0+130.0000.05-1.075-0.95-0.65-0.1380.563-0.1235K0+130.0000.05-1.187-1.062-0.762-0.1380.763-0.0436K0+140.0000.05-1.214-1.089-0.789

27、-0.1380.763-0.0717K0+140.0000.05-1.304-1.179-0.879-0.1380.763-0.1618K0+150.0000.05-1.392-1.267-0.967-0.1380.763-0.2499K0+150.0000.05-1.568-1.418-1.018-0.1380.963-0.13910K0+160.0000.05-1.719-1.569-1.169-0.1380.963-0.2911K0+160.0000.05-1.748-1.598-1.198-0.1381.063-0.22412K0+170.0000.05-1.962-1.812-1.4

28、12-0.1381.063-0.43813K0+170.0000.05-2.106-1.956-1.556-0.1381.263-0.39214K0+180.0000.05-2.382-2.232-1.832-0.1381.263-0.66815K0+180.0000.05-2.589-2.389-1.889-0.1381.363-0.68416K0+190.0000.05-2.889-2.689-2.189-0.1381.363-0.98417K0+190.0000.05-3.284-3.034-2.234-0.1381.663-0.80818K0+200.0000.05-3.584-3.3

29、34-2.534-0.1381.663-1.10819K0+200.0000.05-3.955-3.605-2.605-0.1381.863-1.09820K0+211.5000.05-4.3-3.95-2.95-0.1381.863-1.44321K0+211.5000.05-4.522-4.147-3.047-0.1381.963-1.47422K0+225.0000.05-4.522-4.147-3.047-0.1381.963-1.47423K0+225.0000.05-2.167-2.017-1.617-0.1381.163-0.54824K0+225.0000.05-2.167-2

30、.017-1.617-0.1381.163-0.54825K0+225.0000.05-1.876-1.726-1.326-0.1381.163-0.25726K0+225.0000.05-1.876-1.726-1.326-0.1381.163-0.257 0.05 0.05 0.05 0.05 0.05 0.05 核核对对本表作用外坡投影基础襟边墙身宽倒坡高差 内侧基底标高结合坐标计算表使用墙身高墙高*n1b1B1h倒快速参与计算挡墙施工放样坐标cmcmcmcmcmm没有考虑护肩墙对平距的影响.217.454.4307019279.328179.544.9307019279.328219.

31、454.8307019278.929204.851.2307019278.929249.862.4309022.9278.440260.265.1309022.9278.440296.474.1309011.4278.078331.882.9309011.4278.078352.1884011014.3277.718412.5103.14011014.3277.718424.11064012015.2277.583509.5127.44012015.2277.583567.2141.84014017.1276.968677.4169.44014017.1276.968700.2175.1501

32、5019276.502820.2205502838.5209.68018024.8276.005958.5239.68018024.8276.005986.7246.710020028.6275.2471124.7281.210020028.6275.2471163.5290.911021030.5274.7201163.5290.911021030.5274.720591.5147.94013016.2281.626591.5147.94013016.2281.626475118.84013016.2282.791475118.84013016.2282.79134

33、6.986.74013016.2284.072346.986.74013016.2284.072 快速参与计算挡墙施工放样坐标没有考虑护肩墙对平距的影响.仰仰斜斜式式挡挡墙墙尺尺寸寸数数据据（储储存存）段号序号设计里程设计标高地面线里程地面标高墙身底标高基础厚长度Hs长度Hd3mmm11K41+232.500329.963K41+232.500329.963326.9860.612K41+236.500330.114K41+240.000325.636324.8930.613K41+240.000330.245K41+245.000322.495321.553114K41+245.000330

34、.435K41+250.000318.769317.558115K41+250.000330.623K41+255.000315.060313.8151.516K41+255.000330.813K41+260.000310.961309.7151.817K41+260.000331.000K41+265.000308.170306.6552.218K41+265.000331.190K41+270.000306.019305.0362.219K41+277.000331.646K41+275.000306.019308.9351.8110K41+279.000331.723K41+277.0

35、00309.676312.0671.8111K41+282.000331.838K41+280.000315.566315.9171.5112K41+285.000331.955K41+285.000321.215319.5691.1113K41+290.000332.149K41+290.000323.889322.4161.1114K41+295.260332.355K41+295.260325.45511511611721K0+110.000282.192K0+110.000281.427280.0180.50022K0+120.000281.813K0+120.000281.01827

36、9.6190.50023K0+130.000281.667K0+130.000280.619279.1690.50024K0+140.000281.771K0+140.000280.169278.8070.50025K0+150.000282.125K0+150.000279.807278.6040.60026K0+160.000282.729K0+160.000279.504278.4880.60027K0+170.000283.583K0+170.000279.388277.9110.60028K0+180.000284.685K0+180.000278.110277.6830.80029K0+190.000285.885K0+190.000278.383277.5001.000210K0+200.000287.085K0+200.000278.000277.2181.400211K0+211.500288.465K0+211.500277.818276.8301.500212K0+225.000288.465K0+225.000277.330282.5500.600213K0+225.000288.465283.7150.600214K0+225.000