集美大学船闸水运工程 - 图文(2)

《水运施工》课程设计 2013.3.7.

5、工程期限：上级规定船闸工程于X年三月动工，次年元月完工，为期计11个月。 6、 施工机械设备：

负责施工的工程队有下列设备可供选择： （1）W—100正向式挖土机三台； （2）CT—6拖带式铲运机二台； （3）T—100推土机四辆；

（4）解放CA340自卸汽车和黄河QD351自卸汽车，3.5T，8T自卸汽车各6辆； （5）J1—800拌和机4台； （6）HZ6P—70A震捣器10台；

（7）W100履带式起重机和W200履带式起重机各2台； （8）QT—6塔式起重机1台； （9）T45—10皮带输送机； （10）井式升降塔3台；

（11）6JD36和6JD56深井泵各12台； （12）4B20和B20离心泵各12台； （13）井点设备2套；

（14）斗车10辆、手推车20辆； （15）3T卷扬机4台。

以上机械设备开工前均检修完毕，集中于该工程队常驻地（船闸南面约20公里处的县城），并处于完好待命状态。必要时可以考虑向机械租赁公司租借常规土木建筑施工机械。

四、设计内容

（一） 概述（总说明）

主要工程量计算包括开挖面计算、挖方计算、填方计算、渗流量计算、粘土量计算、浆砌石计算、混凝土方量计算等。船闸在地形图中得位置见图5。船闸的结构尺寸见图2。

图5 船闸位置图

《课程设计任务书》 6

《水运施工》课程设计 2013.3.7.

据设计资料中给出的地形图，结合等高线的分布，将整个船闸沿纵向分为 24个截面（见图5），其中上游引河段为0~9截面，上游导航道为9-10截面，上闸首为10-11截面，闸室段为11-16截面，下闸首为16-17截面，下导航段为17-18截面，下引河段为18-24截面。

（二） 自然条件和施工条件分析

表15有效工日计算分部工程月份　当月总天数土方开挖降水量停工节假日天数停工的总天数有效工日混凝土工程降水量节假日天数停工的总天数有效工日浆砌块石降水量节假日天数停工的总天数有效工日土方回填降水量节假日天数停工的总天数有效工日调整工日安装降水量节假日天数停工的总天数有效工日3月311442704427044273442727044274月302442604426044266462424044265月31767241662516625166161518166256月3094921244262442618418121824426有效工日分析X年7月31656251552615526165161518155268月311441417344273442726426518344279月3011411192442624426194191118244261031666251662516625116112020166251130444260442604426104102020044261231244270442704427545262604427X+1年元月31255260552605526555262605526注：降雨天数与假日数取大值，气温不符合均采取措施而不停工。

（三）主要工程量计算

1. 开挖线计算

《课程设计任务书》 7

《水运施工》课程设计 2013.3.7.

截面左点高程右点高程中点高程左侧开挖右侧开挖左侧开挖左侧开右侧开挖线左侧回填右侧回左侧开挖右侧开挖高线至增宽线至增宽线至增宽右侧开挖中点图开挖面图开挖实际面回填土图回填土实际实际截面距底高程比例尺挖图上至增宽线图土图上面填土图截面距离高度度线实际距线实际距线图上距图上高度上高度上面积积上面积面积离高度上距离积上面积离离离1234567891011121314151617181920212223242521.8921.6321.6921.6821.5120.6820.2422.0920.9120.1723.2319.2318.8520.0320.7119.9520.9219.6018.0819.4620.4520.7620.5820.1419.0221.8921.6821.5821.5721.5121.3421.1921.0022.5416.7919.8719.9219.8620.5120.5015.6620.8220.3919.8620.2520.5520.2419.7519.1918.8221.6021.2021.5021.0020.5020.5021.0021.1020.7020.4020.2019.9019.8520.2520.5520.2519.9019.5019.7019.9020.3020.5020.2020.0019.5011.2011.2011.2011.2011.2011.2011.2011.208.208.2012.2012.2012.2012.2012.208.208.2011.2011.2011.2011.2011.2011.2011.2011.2010.6910.4310.4910.4810.319.489.0410.8912.7111.9711.037.036.657.838.5111.7512.728.406.888.269.259.569.388.947.8210.6910.4810.3810.3710.3110.149.999.8014.348.597.677.727.668.318.307.4612.629.198.669.059.359.048.557.997.6221.3820.8620.9720.9520.6218.9718.0821.7925.4223.9522.0614.0513.3115.6617.0223.4925.4416.8013.7616.5218.5019.1218.7517.8815.6521.3720.9620.7620.7420.6320.2819.9819.6128.6917.1815.3515.4415.3116.6216.6014.9225.2518.3917.3218.1018.6918.0817.0915.9715.240.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.122.572.502.522.512.472.282.172.613.052.872.651.691.601.882.042.823.052.021.651.982.222.292.252.151.881.281.251.261.261.241.141.081.311.531.441.320.840.800.941.021.411.531.010.830.991.111.151.131.070.942.562.522.492.492.482.432.402.353.442.061.841.851.841.991.991.793.032.212.082.172.242.172.051.921.831.281.261.251.241.241.221.201.181.721.030.920.930.921.001.000.901.511.101.041.091.121.091.030.960.911.251.201.241.181.121.121.181.191.501.460.960.920.920.971.001.451.401.001.021.041.091.121.081.061.0012.1611.7112.0412.0211.0910.5810.8911.5511.928.465.404.324.184.895.187.6111.5615.398.329.5810.3910.399.929.538.28844.38813.04835.83834.84770.38734.60756.24802.22828.06587.60375.19300.24290.00339.92359.72528.31802.631068.72577.46665.33721.49721.53688.99661.86574.732.552.502.512.502.472.352.302.594.033.952.582.152.152.162.194.084.153.092.242.242.282.362.332.202.232.552.512.492.492.472.432.422.394.402.202.162.142.152.182.182.164.143.062.272.332.332.302.262.242.205.095.014.994.994.954.784.724.988.436.154.744.304.304.334.376.238.296.154.514.574.624.664.594.444.43446.71439.24437.98437.70434.15419.25414.03436.96739.89539.54416.01376.84377.60380.11383.05546.70726.83539.71395.71400.90404.95408.63403.06389.78388.824.544.994.255.097.634.594.924.323.365.014.983.763.883.403.173.404.315.934.004.624.734.193.876.834.2437.8141.6035.4042.4263.5538.2440.9936.0028.0041.7341.5331.3732.3528.3326.4528.3335.9149.4033.3138.5139.4034.9332.2356.8935.32《课程设计任务书》 8

《水运施工》课程设计 2013.3.7.

2、土方挖方填方工程量计算

土方开挖填方工程量计算位置截面挖方截面面填方截面面积积截面间距开挖段土立回填段土立挖方量统计方方填方量统计123上游引航道直线段45678上游导航段上闸首89910101112闸室13141516下闸首下游导航段16171718181920下游引航道直线段2122232425859.0069813.0417835.8333834.8403770.3819734.6042756.2361802.2153828.0625587.6042375.1944300.2431290339.9167359.7222528.3125802.6251068.722577.4583665.3264721.4931721.5278688.9931661.8611574.7292446.7105439.2368437.9825437.7018434.1491419.2456414.0263436.9561436.9561739.8947739.8947539.5351539.5351416.0088376.8421377.5965380.1053383.0526546.7018546.7018726.8333726.8333539.7105539.7105395.7105400.9035404.9474408.6316403.0614389.7807388.824637.8116741.5958335.3991742.4191763.547 …… 此处隐藏：4262字，全部文档内容请下载后查看。喜欢就下载吧 ……