版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
1、=600-3000=600-3000钢钢筋筋砼砼管管9090度度砂砂石石基基础础每每米米用用量量序序号号管管内内径径(m)(m)管管壁壁厚厚(m)(m)管管基基尺尺寸寸坡坡度度底底宽宽(m)(m)半半径径(r)r)v vc1c1 (m(m3 3) )v vc2c2 (m(m3 3) )每每米米砂砂垫垫层层用用量量(m(m3 3/m)/m)管管道道长长度度(m)(m)工工程程数数量量(m(m3 3) )工工作作面面a(m)a(m)c1(m)c1(m)c2(m)c2(m)10.6000.0600.50.10.1050.531.720.360.180.160.3412040.56本本图图适适用用于于
2、开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。20.7000.0700.50.150.1230.531.840.420.290.200.4911054.0730.8000.0800.50.150.1410.531.960.480.310.240.554524.7240.9000.0900.50.20.1580.532.080.540.440.290.733223.3451.0000.1000.50.20.1760.532.20.600.460.340.804031.9861.1000.1100.60.20.1930.532.520.660.530.420.950.0071.20
3、00.1200.60.250.2110.532.640.720.690.491.180.0081.3500.1350.60.250.2370.532.820.810.740.571.310.0091.5000.1500.60.30.2640.5330.900.950.681.630.00101.6500.1650.80.30.2900.533.580.991.120.902.020.00111.8000.1800.80.30.3160.533.761.081.181.012.190.00备备注注:公公式式中中0.707=sin450.707=sin45122.0000.2000.80.30.3
4、510.5341.201.251.172.420.00132.2000.2200.80.30.3870.534.241.321.321.352.670.00142.4000.2300.80.30.4190.534.461.431.391.512.900.00152.6000.2350.80.30.4500.534.671.541.451.683.130.00162.8000.2550.80.30.4850.534.911.661.521.883.400.00173.0000.2750.80.30.5200.535.151.781.592.093.680.00合合计计1 17 74 4. .6
5、68 8本本图图适适用用于于开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。=400-3000=400-3000钢钢筋筋砼砼管管120120度度砂砂石石基基础础每每米米用用量量序序号号管管内内径径(m)(m)管管壁壁厚厚(m)(m)管管基基尺尺寸寸坡坡度度底底宽宽(m)(m)半半径径(r)r)v vc1c1 (m(m3 3) )v vc2c2 (m(m3 3) )每每米米砂砂垫垫层层用用量量(m(m3 3/m)/m)管管道道长长度度(m)(m)工工程程数数量量(m(m3 3) )工工作作面面a(m)a(m)c1(m)c1(m)c2(m)c2(m)10.4000.040.40.10
6、.120.531.280.240.130.140.2720054.38本本图图适适用用于于开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。20.5000.050.40.10.150.531.40.300.150.180.3310133.1230.6000.060.50.10.180.531.720.360.180.270.440.0040.7000.070.50.150.210.531.840.420.290.330.620.0050.8000.080.50.150.240.531.960.480.310.400.700.0060.9000.090.50.20.270.532.0
7、80.540.440.480.920.0071.0000.10.50.20.30.532.20.600.460.551.010.0081.1000.110.60.20.330.532.520.660.530.691.220.0091.2000.120.60.250.360.532.640.720.690.801.490.00101.3500.1350.60.250.4050.532.820.810.740.931.670.00111.5000.150.60.30.450.5330.900.951.102.050.00121.6500.1650.80.30.4950.533.580.991.12
8、1.462.580.00131.8000.180.80.30.540.533.761.081.181.642.820.00备备注注:公公式式中中0.866=sin600.866=sin60142.0000.20.80.30.60.5341.201.251.903.150.00152.2000.220.80.30.660.534.241.321.322.173.490.00162.4000.230.80.30.7150.534.461.431.392.433.820.00172.6000.2350.80.30.7680.534.671.541.452.704.150.00182.8000.255
9、0.80.30.8280.534.911.661.523.014.530.00193.0000.2750.80.30.8880.535.151.781.593.344.930.00合合计计8 87 7. .5 50 0本本图图适适用用于于开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。=300-3000=300-3000钢钢筋筋砼砼管管150150度度砂砂石石基基础础每每米米用用量量序序号号管管内内径径(m)(m)管管壁壁厚厚(m)(m)管管基基尺尺寸寸坡坡度度底底宽宽(m)(m)半半径径(r)r)v vc1c1 (m(m3 3) )v vc2c2 (m(m3 3) )每每米米砂
10、砂垫垫层层用用量量(m(m3 3/m)/m)管管道道长长度度(m)(m)工工程程数数量量(m(m3 3) )工工作作面面a(m)a(m)c1(m)c1(m)c2(m)c2(m)10.3000.030.40.10.1330.531.160.180.120.140.2620052.79本本图图适适用用于于开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。20.4000.040.40.10.1780.531.280.240.130.200.3320066.8530.5000.050.40.10.2220.531.40.300.150.260.4110141.2340.6000.060.5
11、0.10.2670.531.720.360.180.380.560.0050.7000.070.50.150.3110.531.840.420.290.480.770.0060.8000.080.50.150.3560.531.960.480.310.570.880.0070.9000.090.50.20.40.532.080.540.440.691.120.0081.0000.10.50.20.4450.532.20.600.460.791.250.0091.1000.110.60.20.4890.532.520.660.530.991.520.00101.2000.120.60.250.5
12、340.532.640.720.691.141.830.00111.3500.1350.60.250.60.532.820.810.741.332.070.00121.5000.150.60.30.6670.5330.900.951.572.520.00131.6500.1650.80.30.7340.533.580.991.122.083.200.00备备注注:公公式式中中0.866=sin600.866=sin60141.8000.180.80.30.80.533.761.081.182.343.510.00 公公式式中中0.417=150/3600.417=150/360 152.000
13、0.20.80.30.8890.5341.201.252.703.940.00162.2000.220.80.30.9780.534.241.321.323.074.390.00172.4000.230.80.31.060.534.461.431.393.444.830.00182.6000.2350.80.31.1380.534.671.541.453.815.250.00192.8000.2550.80.31.2270.534.911.661.524.245.760.00203.0000.2750.80.31.3160.535.151.781.594.696.290.00合合计计1 10
14、08 8. .0 08 8=200-3000=200-3000钢钢筋筋砼砼管管180180度度砂砂石石基基础础每每米米用用量量序序号号管管内内径径(m)(m)管管壁壁厚厚(m)(m)管管基基尺尺寸寸坡坡度度底底宽宽(m)(m)半半径径(r)r)v vc1c1 (m(m3 3) )v vc2c2 (m(m3 3) )每每米米砂砂垫垫层层用用量量(m(m3 3/m)/m)管管道道长长度度(m)(m)工工程程数数量量(m(m3 3) )工工作作面面a(m)a(m)c1(m)c1(m)c2(m)c2(m)10.2000.030.40.10.131.531.060.130.120.180.3020159
15、.9420.3000.030.40.10.180.531.160.180.120.190.3220063.10本本图图适适用用于于开开槽槽法法施施工工的的钢钢筋筋混混凝凝土土排排水水管管道道。30.4000.040.40.10.240.531.280.240.130.270.4120081.2140.5000.050.40.10.30.531.40.300.150.360.5010150.8550.6000.060.50.10.360.531.720.360.180.520.700.0060.7000.070.50.150.420.531.840.420.290.660.940.0070.80
16、00.080.50.150.480.531.960.480.310.781.080.0080.9000.090.50.20.540.532.080.540.440.931.370.0091.0000.10.50.20.60.532.20.600.461.071.530.00101.1000.110.60.20.660.532.520.660.531.351.880.00111.2000.120.60.250.720.532.640.720.691.552.250.00121.3500.1350.60.250.810.532.820.810.741.822.550.00131.5000.150.60.30.90.5330.900.952.143.090.00141.6500.1650.80.30.990.533.580.991.122.843.960.00151.8000.180.80.31.080.533.761.081.183.194.370.00162.0000.20.80.31.20.5341.201.253.684.930.00172.2000.22
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- GB/T 44683-2024螺杆泵名词术语
- 农村生活污水治理市场分析
- 汽车装调工、维修工理论2023版练习试题
- 履职能力生产复习试题
- 语文统编版(2024)一年级上册语文园地五 课件
- 韩国语数词及其他语法
- 2024高考物理一轮复习第7章动量守恒定律(测试)(学生版+解析)
- 《学前儿童卫生保健》 教案 4 排泄系统、内分泌系统的卫生保健
- 高中英语语法复习学案教师版情态动词
- 高中英语语法表解大全答案
- 防雷防静电专项检查表
- 高中日语学习宣讲+课件
- 冷镦机常见问题及解决方案
- 青岛理工大学土力学与地基基础期末复习题及参考答案
- 教科版三年级上册科学全册课件
- 花生综合性开发种植示范项目可行性研究报告书
- 国家开放大学《高等数学基础》形考任务1-4参考答案
- 六年级劳动与技术上册教案
- 心理咨询与治疗学智慧树知到答案章节测试2023年南方医科大学
- 冷疗技术 基础护理课件
- 重庆南川1区块煤层气勘查探矿权评估报告
评论
0/150
提交评论