06MS201管道基础计算
管道抗浮计算书
计算书：抗浮计算
1、 只需对埋深最浅的DN1000钢筋混凝土排水管进行计算
1、管道质量
经翻阅资料（详06MS201-1第39页），管内径为DN1000的钢筋混凝土排水管，管壁厚为100mm，则延米管道总重量约
m自重=0.35（截面积）×1×2400（砼重）=840 kg
2、回填土重量
设计要求回填土的压实系数为0.87，地勘试验报告得出土样最小干密度为0.975，回填土压实密度为0.975×0.87=0.848g/cm=848kg/ m 按设计图纸顶覆土最小1 m，每米覆土重量
m=1×1.2×1.0×848=1017 kg/m
3、最大浮力
每米管道完全浸没时
F==1000×9.8×3.14×0.6×1=11078N即为1108 kg
4、验算
m+ m=840+1017=1857﹥1108*1.1所以不须采取抗浮措施。
说明：① 管道质量我不知道，请你界定；
② 回填土重量：压实系数为0.87，最小干密度按1.34取值
计算为：1.34×0.87=1.1658g/cm=1166kg/ m
③ F==
④ 验算：
DN500塑料管每延米25.9Kg/m，按覆土最小0.7m计算，设计要求回填土的压实系数为0.87，。
管道铺设 工程量计算规则及说明
管道铺设工程量计算规则及说明一、本章工作内容包括缸瓦(陶土)管、混凝土管、镀锌管、铸铁管、钢管、直埋式预制保温管、塑料管安装、砌筑渠道、混凝土渠道、套管内铺设管道、管道架空跨越、管道焊口无损探伤及各种管道基础、渠道基础、管道接口、管道试压、消毒冲洗。
二、混凝土管道基础、管道铺设、管道接口，是依据06MS201《市政排水管道工程及附属设施标准图集》。
适用于市政工程雨水、污水及合流混凝土排水管道工程。
三、D300mm～D700mm混凝土管铺设分为人工下管和人机配合下管，D800mm～D2400mm为人机配合下管。
四、如在无基础的槽内铺设管道，其人工、机械乘以系数1.18。
五、如遇有特殊情况，必须在支撑下串管铺设，人工、机械乘以系数1.33。
六、若在枕基上铺设缸瓦(陶土)管，人工乘以系数1.18。
七、实际管座角度与本计价定额不同时，采用非定型管座相应项目。
八、企口管的膨胀水泥砂浆接口和石棉水泥接口适于360°，其他接口均是按管座120°和180°列项的。
如管座角度不同，按相应材质的接口做法，以管道接口调整表进行调整(见下表)：管道接口调整表┌───┬─────────────┬─────┬────────────┬─────┐│序号│项目名称│实做角度│调整基数或材料│调整系数│├───┼─────────────┼─────┼────────────┼─────┤│ 1 │水泥砂浆抹带接口│ 90°│ 120°定额基价│ 1.330 │├───┼─────────────┼─────┼────────────┼─────┤│ 2 │水泥砂浆抹带接口│ 135°│ 120°定额基价│ 0.890 │├───┼─────────────┼─────┼────────────┼─────┤│ 3 │钢丝网水泥砂浆抹带接口│ 90°│ 120°定额基价│ 1.330 │├───┼─────────────┼─────┼────────────┼─────┤│ 4 │钢丝网水泥砂浆抹带接口│ 135°│ 120°定额基价│ 0.890 │├───┼─────────────┼─────┼────────────┼─────┤│ 5 │企口管膨胀水泥砂浆抹带接口│ 90°│计价定额中1:2水泥砂浆│ 0.750 │├───┼─────────────┼─────┼────────────┼─────┤│ 6 │企口管膨胀水泥砂浆抹带接口│ 120°│计价定额中1:2水泥砂浆│ 0.670 │├───┼─────────────┼─────┼────────────┼─────┤│ 7 │企口管膨胀水泥砂浆抹带接口│ 135°│计价定额中1:2水泥砂浆│ 0.625 │├───┼─────────────┼─────┼────────────┼─────┤│ 8 │企口管膨胀水泥砂浆抹带接口│ 180°│计价定额中1:2水泥砂浆│ 0.500 │├───┼─────────────┼─────┼────────────┼─────┤│ 9 │企口管石棉水泥接口│ 90°│计价定额中1:2水泥砂浆│ 0.750 │├───┼─────────────┼─────┼────────────┼─────┤│ 10│企口管石棉水泥接口│ 120°│计价定额中1:2水泥砂浆│ 0.670 │├───┼─────────────┼─────┼────────────┼─────┤│ 11│企口管石棉水泥接口│ 135°│计价定额中1:2水泥砂浆│ 0.625 │├───┼─────────────┼─────┼────────────┼─────┤│ 12│企口管石棉水泥接口│ 180°│计价定额中1:2水泥砂浆│ 0.500 │└───┴─────────────┴─────┴────────────┴─────┘注：现浇混凝土外套环、变形缝接口，通用于平口、企口管。
沟槽回填计算说明
凯旋路开挖面：
开挖面宽度参照钢板桩维护图即沟槽宽度+1200；
开挖深度参照钢板桩维护图即污水管道基础底标高；
开挖长度参照雨水管道长度；
沟槽回填：管道按照国标06MS201，Ⅱ级钢筋混凝土管道，基础采用120°混凝土基础，HDPE管采用砂基础，并结合雨水口图纸进行各工程量计算。
井周加固没有计算在里面。
归德路开挖面：
开挖面宽度参照钢板桩维护图即沟槽宽度+1200；
开挖深度参照钢板桩维护图即污水管道基础底标高；
开挖长度参照雨水管道长度；
沟槽回填：管道按照国标06MS201，钢筋混凝土管采用采用120°混凝土基础，HDPE管采用砂基础，并结合雨水口图纸进行各工程量计算。
钢筋混凝土排水管砂石基础(图集号06MS201-1)
管内径 D
管壁厚 t
600 60 700 70 800 80 900 90 1000 100 1100 110 1200 120 1350 135 1500 150 1650 165 1800 180 2000 200 2200 220 2400 230 2600 235 2800 255 3000 275
管
a 400 400 500 500 500 500 500 600 600 600
基 尺寸
C1 C2 100 120 100 150 100 180 150 210 150 240 200 270 200 300 200 330 250 360 250 405
管内径 D
管壁厚 t
1500 150 1650 165 1800 180 2000 200 2200 220 2400 230 2600 235 2800 255 3000 275
管
a 600 800 800 800 800 800 800 800 800
基 尺寸
C1 C2 300 450 300 495 300 540 300 600 300 660 300 715 300 768 300 828 300 888
图集号：06MS201-1-9
管级
Ⅱ
Ⅲ
计算覆土高度H （m）
0.7<H≤3.0
D=600-3000钢筋混凝土管90o砂石基础
图集号：06MS201-1-8
管级
Ⅱ
Ⅲ
计算覆土高度H （m）
0.7<H≤2.0
2.0<H≤3.5
说明： 1,本图适用于开槽法施工的钢筋混凝土排水 管道,设计计算基础支承角2α=60o. 2.按本图使用的钢筋混凝土排水管规格应符 合GB/T11836-1999标准。 3.本图适用以下接口型式的管材: 3.1采用滑动胶圈接口的承插口管（对≤1200 的承插口管亦可采用滚动胶圈）；
管道基础
(2)管道基础：HDPE管采用土弧基础。
对一般土质，当地基承载力特征值fak≥80KPa时，基底可铺设一层厚度为100mm的中粗砂基础层；当地基承载力特征值55≤fak≤80Kpa或槽底处在地下水位之下时，宜铺设垫层厚度不小于200mm的沙砾基础层，也可分二层铺设，下层用5～40mm 的碎石，上层铺设厚度不小于50mm的中粗砂；对软土地基（指淤泥、淤泥质土、冲填土或其它高压缩性土层构成的软弱地基）地基承载力特征值fak＜55Kpa，或因施工原因地基原状土被扰动而影响地基承载力时，必须现对地基进行加固处理，达到规定地基承载能力后，再铺设中粗砂基础层。
沟槽开挖宽度控制可参见《国家建筑标准图集06MS201-2》第54页。
雨水干管及支管采用国标120°混凝土带型基础，相应标准图参见《国家建筑标准图集06MS201-1》第17页,雨水口连接管采用国标120°砂石基础,相应标准图参见国家标准建筑设计图集06MS201-1第9页。
如遇特殊情况需另行处理。
（3）接口：根据行业标准中系统适用性要求，本设计中HDPE管材连接方式采用承插式电熔连接。
其连接采用的专用电器设备和工具，当施工单位不具备符合要求的设施和技术时，应由管材厂家提供并进行连接技术指导。
管道连接时采用的润滑剂等辅助材料，亦应由管材生产厂提供。
HDPE管道与检查井的连接有刚性连接和柔性连接两种方式。
其具体的连接方式大样及适用性参见《国家建筑标准图集06MS201-2》第56页和第57页。
雨水干管及支管采用钢丝网水泥砂浆抹带接口，标准图参见《国家建筑标准图集06MS201-1》第28页。
雨水口连接管接口采用橡胶圈接口，相应标准图参见《国家建筑标准图集06MS201-1》第23页。
（4）检查井：污水检查井：在本次设计中均采用井径为Φ1250圆形砖砌污水检查井，其结构参见国家标准建筑设计图集06MS201-3第24、26页相应标准图；雨水检查井；在本次设计范围内当管径≤D600时，采用井径为Φ1250砖砌圆形雨水检查井，其结构参见国家标准建筑设计图集06MS201-3第14页、26页相应标准图；当管径＞600且＜D1000时，管道上检查井均采用井径为Φ1500砖砌圆形雨水检查井，其结构参见国家标准建筑设计图集06MS201-3第16、29页相应标准图。
06ms201-2_市政工程招标预算编制说明
7.人材机价格：
（1）人工费指数：综合单价。
（2）施工机械台班单价：按照《2019年第3季度福建省施工机械台班单价》。
（3）材料设备价格：参考《延平区2019年11月份材料价格》、定额基期价格、市场询价等。
路灯类型：/。
9)其他工程：/。
2.编制范围
按照西北综合勘察设计研究院设计的延平区西芹镇兴华二路安置点雨污分离建设工程图纸，专业范围包括污水管网工程、给水管网工程，具体如下：
1.不含三通一平。
2./。
3.编制依据
1.图纸：西北综合勘察设计研究院设计的延平区西芹镇兴华二路安置点雨污分离建设工程图纸及有关设计文件。
6.便道及便桥：/。
7.洞内临时设施：/。
8.大型机械设备进出场及安拆费：履带式单斗挖掘机进出场费(1m3以外)一台，压路机(进出场费)一台，推土机（进出场费）一台；大型机械设备基础、轨道：风险包干；大型机械设备检测：风险包干。
9.施工排水降水：风险包干。
10.处理、监测、监控：风险包干。
11.材料二次搬运：按签证计算。
名称
规格、型号
招标人要求的品牌
控制价询价的品牌
备注
7.甲供材料一览表
材料名称
规格、型号
品牌
含税单价（元）
备注
3.经市场询价的材料设备：
详询价表。
七、本项目补充的工程量清单
项目编码
项目
名称
项目特征
计量
单位
工程量
计算规则
工程内容
雨污水管道施工技术交底
工程名称施工单位交底部位工序名称排水工程交底提要：交底日期：米以下时方可进行管道铺设等其它工序。
⑧沟槽开挖达到设计标高后，应会同建设单位、设计单位、勘察单位、监理单位和施工单位验槽。
3、管材标准及要求①本工程排水管道均采用钢筋混凝土管，管材应符合国标的要求。
地下水对混凝土结构具有若腐蚀性，地下水对钢筋混凝土结构中的钢筋在长期浸水环境中具微腐蚀性，在干湿交替环境中具中腐蚀性。
管道要求混凝土强度不小于C35级，S6，水泥用量≥320kg/m³，水灰比≤水灰比≤0.45，氯离子含量≤0.10%。
覆土小于4m 的钢筋混凝土管道外表面需涂刷耐中等腐蚀性防腐涂料，具体做法:涂沥青冷底子油2 遍，沥青胶泥涂层，干膜厚度大于500 微米。
覆土大于4m 的钢筋混凝土管道外表面需涂刷耐弱等腐蚀性防腐涂料：具体做法：涂环氧沥青，干膜厚度大于300 微米。
d300mm ~ d1500mm采用承插口钢筋混凝土排水管②管级选择：承插口钢筋混凝土管管级选择：参照国家建筑标准设计图集《混凝土排水管道基础及接口》图集号“06MS201-1”施做。
根据管道覆土厚度和基础角度选择Ⅱ级或Ⅲ级管材。
4、砂石基础①污水管道基础采用180°砂石基础。
施工过程遇其他软弱地基请及时联系设计进行现场处理。
砂石基础材料采用自然级配碎石，其最大粒径不宜大于25mm。
②雨水主管道基础采用120°砂石基础，D300管道基础采用150°砂石基础。
施工过程遇其他软弱地基请及时联系设计进行现场处理。
砂石基础材料采用自然级配碎石，其最大粒径不宜大于25mm，收水井支管采用D300mm钢筋混凝土承插口管，起端深度1.1m，坡度0.01坡向雨水检查井，基础采用混凝土基础。
参照国家建筑标准设计图集《混凝土排水管道基础及接口》图集号“06MS201-1”工程名称施工单位交底部位工序名称排水工程交底提要：交底日期：施作。
③基础处理1) 一般情况：按上述管道基础要求施做。
地下塑料管道变形稳定计算
Fsv，k=75.6KN/m 管顶至设计地面的覆土厚度Hs=10m 管道公称直径D =4000.4m 管道外径De=4200.42m 计算直径D0=0.41m 回填土的重力密度 ρ=18KN/m3车轮荷载传递到管顶处的竖向压力标准值qvk=50KN/m2查06MS201-2-10表4管道变形系数 Kd=0.1按照管道基础中心角大于90度时，取0准永久值系数， ψq= 0.5管道的环刚度 Sp= 12变形滞后效应系数 Dl= 1.5管侧土的综合变形模量 Ed= 7.5管侧回填土相应的变形模量 Ee= 5查06MS201-2-10表7基槽两侧原状土的变形模量 En=5地勘或查06MS201-2-10表7管中心处沟槽宽度 Br= 1.5Br/De= 3.571428571ζ= 1.5查06MS201-2-10表5塑料管道最大竖向变形 Wd，max=0.023265583＞0.0205管壁失稳的临界压力标准值 Fcr，k=1851.6402KN/m2管材泊松比 νp=0.4PVC-U:0.37 PE:0.4 PP；0.4管顶在各项作用下的竖向压力标准值 Fvk=230KN/m2环向稳定 Fcr，k/Fvk=8.050609563满足管道的环向稳定性抗力系数Ks=2不变3.埋地管道抗浮计算一般都能满足情况，特各项抗浮永久作用标准值之和Fgk=KN/m2根据实际情况确定，见浮托力标准值Ffw，k=KN/m2管道的抗浮稳定性抗力系数Kf= 1.12.埋地管道环向稳定性计算参数见图集06MS201-2-7相应说明及表格1.埋地管道变形计算不同管顶覆土厚度下延米管道管顶的竖向土压力标准值Fsv，k地面荷载（车辆荷载或者堆积荷载）对管道的作用绿色为结果，结果，黄色为自填数据,其他数据不用改变查06MS201-2-10表4心角大于90度时，取0.1计算不满足PE:0.4 PP；0.4一般都能满足情况，特殊时根据实际情况确定，见图集06MS201-2-8。
钢筋砼管06MS201-1砂石基础
说明
图籍数据
图籍数 据或图 纸数据
变数
计算数据
中间数据
需要的数据
序号
管内径 管壁厚 D(mm) T(mm)
1
600 60
2
700 70
3
800 80
4
900 90
5 1000 100
6 1100 110
7 1200 120
8 1350 135
9 1500 150
10 1650 165
11 1800 180
钢筋混凝土管120度砂石基础（06MS201-1-9）（同04S516）
序号
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
19
说明
管内径 管壁厚 D(mm) T(mm)
400 50 500 50 600 55 700 55 800 80 900 90 1000 100 1100 110 1200 120 1350 135 1500 150 1650 165 1800 180 2000 200 2200 220 2400 230 2600 235 2800 255 300 30 3000 270
0.7200
2.511
800 300 387 4.240 0.75 0.687 2.640
0.8712
2.770
800 300 419 4.460 0.75 0.719 2.860
1.0225
3.012
800 300 450 4.670 0.75 0.750 3.070
1.1781
3.253
800 300 485 4.910 0.75 0.785 3.310
管道开挖回填基础工程量计算表
管道开挖回填基础工程量计算表A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.060.50.10.1050.33 1.72 2.26120.821.630.1017360.06480.3052080.330.900.70.070.50.150.1230.33 1.842.49340.99 2.150.1384740.08820.4154220.481.110.80.080.50.150.1410.33 1.962.6926 1.112.580.1808640.11520.5425920.53 1.330.90.090.50.20.1580.33 2.08 2.9248 1.283.200.2289060.14580.6867180.70 1.5810.10.50.20.1760.33 2.2 3.124 1.4 3.730.28260.180.84780.77 1.831.10.110.60.20.1930.33 2.52 3.5232 1.524.590.3419460.2178 1.0258380.92 2.311.20.120.60.250.2110.33 2.64 3.7554 1.69 5.400.4069440.25921.220832 1.142.641.350.1350.60.250.2370.33 2.824.0542 1.87 6.430.51503850.32805 1.5451155 1.26 3.101.50.150.60.30.2640.333 4.386 2.17.760.635850.405 1.907551.57 3.651.650.1650.80.30.290.33 3.58 5.0848 2.289.880.76937850.49005 2.3081355 1.95 4.851.80.180.80.30.3160.33 3.765.3836 2.4611.250.9156240.5832 2.746872 2.115.4820.20.80.30.3510.334 5.782 2.713.21 1.13040.72 3.3912 2.336.352.20.220.80.30.3870.33 4.24 6.1804 2.9415.32 1.3677840.8712 4.103352 2.577.272.40.230.80.30.4190.33 4.46 6.5456 3.1617.39 1.6052465 1.02245 4.8157395 2.798.172.60.2350.80.30.450.33 4.67 6.8942 3.3719.49 1.849636625 1.1781125 5.548909875 3.029.072.80.2550.80.30.850.334.917.29263.6122.032.1501346251.36951256.4504038755.308.12c2放坡系数管道断面积基础工程量基础上表面回填至管顶工程量06MS201-190o 砂石基础钢筋混凝土管（8）每m 工程量开挖至管顶土石方工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)a c1管基尺寸(m)30.2750.80.30.520.335.157.6913.8524.722.4732406251.57531257.419721875 3.5511.28A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.040.40.10.120.33 1.281.66280.580.850.0602880.02494080.1205760.260.410.50.050.40.10.150.33 1.4 1.8620.71.140.09420.038970.18840.320.540.60.060.50.10.180.33 1.722.26120.821.630.1356480.05611680.2712960.430.800.70.070.50.150.210.331.842.49340.992.150.1846320.07638120.3692640.600.990.80.080.50.150.240.33 1.96 2.6926 1.11 2.580.2411520.09976320.4823040.67 1.190.90.090.50.20.270.33 2.08 2.9248 1.283.200.3052080.12626280.6104160.87 1.4210.10.50.20.30.33 2.2 3.124 1.4 3.730.37680.155880.75360.961.631.10.110.60.20.330.332.523.5232 1.524.590.4559280.18861480.911856 1.16 2.061.20.120.60.250.360.33 2.64 3.7554 1.695.400.5425920.2244672 1.085184 1.42 2.361.350.1350.60.250.4050.33 2.824.0542 1.87 6.430.6867180.2840913 1.373436 1.59 2.781.50.150.60.30.450.333 4.386 2.17.760.84780.35073 1.6956 1.94 3.271.650.1650.80.30.4950.33 3.585.0848 2.289.88 1.0258380.4243833 2.051676 2.454.351.80.180.80.30.540.33 3.765.3836 2.4611.25 1.2208320.5050512 2.441664 2.684.9120.20.80.30.60.3345.782 2.713.21 1.50720.62352 3.0144 2.985.702.20.220.80.30.660.33 4.246.1804 2.9415.32 1.8237120.7544592 3.647424 3.316.542.40.230.80.30.7150.33 4.46 6.5456 3.1617.39 2.1403286670.8854417 4.280657333 3.617.362.60.2350.80.30.7680.334.676.89423.3719.492.4661821671.019580774.9323643333.928.1706MS201-1120o 砂石基础钢筋混凝土管（9）c2开挖至管顶土石方工程量管道断面积图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1基础工程量回填至管顶工程量2.80.2550.80.30.8280.33 4.917.29263.6122.03 2.866846167 1.18528121 5.7336923334.289.1530.2750.80.30.8880.335.157.6913.8524.723.2976541671.363452056.5953083334.6510.18A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 150o 扇形面积150o 扇形中三角形面积210o 扇形面积0.30.030.40.10.1330.33 1.161.46360.460.600.042390.008172360.0593460.250.250.40.040.40.10.1780.33 1.28 1.66280.580.850.075360.014374080.1055040.320.350.50.050.40.10.2220.33 1.4 1.8620.7 1.140.117750.02260440.164850.390.470.60.060.50.10.2670.33 1.72 2.26120.82 1.630.169560.032341680.2373840.540.690.70.070.50.150.3110.3 3 1.84 2.49340.992.150.230790.044223480.3231060.730.860.80.080.50.150.3560.33 1.96 2.6926 1.11 2.580.301440.057496320.4220160.83 1.030.90.090.50.20.40.33 2.08 2.9248 1.28 3.200.381510.07302960.534114 1.06 1.2310.10.50.20.4450.33 2.2 3.124 1.4 3.730.4710.0898380.6594 1.18 1.421.10.110.60.20.4890.33 2.52 3.5232 1.52 4.590.569910.109022760.797874 1.43 1.791.20.120.60.20.5340.33 2.64 3.7224 1.64 5.220.678240.129366720.949536 1.57 2.021.350.1350.60.250.60.33 2.824.0542 1.87 6.430.85839750.1643166 1.2017565 1.94 2.431.50.150.60.30.6670.333 4.386 2.17.76 1.059750.2025702 1.48365 2.35 2.861.650.1650.80.30.7340.33 3.585.0848 2.289.88 1.28229750.24482304 1.7952165 3.02 3.781.80.180.80.30.80.33 3.765.3836 2.4611.25 1.526040.2921184 2.136456 3.304.2820.20.80.30.8890.3345.782 2.713.21 1.8840.3605112 2.6376 3.70 4.992.20.220.80.30.9780.33 4.246.1804 2.9415.32 2.279640.43609104 3.191496 4.11 5.732.40.230.80.31.060.334.466.54563.1617.392.6754108330.51111063.7455751674.516.4606MS201-1150o 砂石基础钢筋混凝土管（10）c2基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量开挖至管顶土石方工程量管道断面积a c12.60.2350.80.3 1.1380.33 4.67 6.89423.3719.49 3.0827277080.588675574.315818792 4.907.182.80.2550.80.3 1.2270.33 4.917.2926 3.6122.03 3.5835577080.684256445.016980792 5.378.0630.2750.80.31.3160.335.157.6913.8524.724.1220677080.787024355.7708947925.858.98A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.20.030.40.10.130.33 1.061.29760.360.420.0265330.0265330.230.140.30.030.40.10.180.33 1.161.46360.460.600.0508680.0508680.300.200.40.040.40.10.240.33 1.281.66280.580.850.0904320.0904320.380.290.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.060.50.10.360.33 1.722.26120.821.630.2034720.2034720.660.570.70.070.50.150.420.33 1.842.49340.99 2.150.2769480.2769480.880.710.80.080.50.150.480.33 1.96 2.6926 1.11 2.580.3617280.3617281.000.850.90.090.50.20.540.332.08 2.9248 1.283.200.4578120.457812 1.26 1.0310.10.50.20.60.33 2.2 3.124 1.4 3.730.56520.5652 1.41 1.191.10.110.60.20.660.33 2.52 3.5232 1.52 4.590.6838920.6838921.73 1.501.20.120.60.250.720.332.643.7554 1.69 5.400.8138880.813888 2.06 1.721.350.1350.60.250.810.33 2.824.0542 1.87 6.43 1.030077 1.030077 2.33 2.041.50.150.60.30.90.333 4.386 2.17.76 1.2717 1.2717 2.80 2.411.650.1650.80.30.990.33 3.585.0848 2.289.88 1.538757 1.538757 3.63 3.171.80.180.80.3 1.080.33 3.765.3836 2.4611.25 1.831248 1.831248 3.99 3.6020.20.80.3 1.20.334 5.782 2.713.21 2.2608 2.2608 4.48 4.202.20.220.80.31.320.334.246.18042.9415.322.7355682.7355685.004.85图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量06MS201-1180o 砂石基础钢筋混凝土管（11）2.40.230.80.3 1.430.33 4.46 6.54563.1617.39 3.210493 3.210493 5.49 5.472.60.2350.80.3 1.5350.334.67 6.8942 3.3719.49 3.69927325 3.699273255.986.112.80.2550.80.3 1.6550.33 4.917.2926 3.6122.03 4.30026925 4.30026925 6.56 6.8730.2750.80.31.7750.335.157.6913.8524.724.946481254.946481257.167.67A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.0550.50.110.1040.331.712.25120.821.620.0989296250.06301250.2967888750.350.880.70.0550.50.110.1190.33 1.81 2.41720.92 1.940.1287596250.08201250.3862788750.39 1.040.80.060.50.120.1350.33 1.92 2.6064 1.04 2.350.1661060.10580.4983180.45 1.240.90.0650.50.130.1510.332.032.79561.162.800.2082016250.13261250.6246048750.521.4510.070.50.140.1670.33 2.14 2.9848 1.28 3.280.25504650.162450.76513950.60 1.661.20.080.60.160.1990.332.563.56321.524.650.3629840.23121.0889520.832.371.40.090.60.180.2310.332.783.9416 1.765.920.48991850.31205 1.4697555 1.02 2.931.60.10.80.20.2640.33 3.4 4.7228.120.635850.405 1.90755 1.42 4.161.80.1150.80.230.2970.333.635.12162.269.890.8087266250.51511252.4261798751.714.9420.130.80.260.3310.33 3.86 5.5232 2.5211.821.00236650.63845 3.00709952.03 5.78基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积06MS201-190o 砂石基础预应力混凝土管（12）A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.050.40.10.1250.331.31.6960.60.900.0654166670.02706250.1308333330.270.430.50.050.40.10.150.33 1.4 1.8620.71.140.09420.038970.18840.320.540.60.0550.50.110.1780.33 1.712.25120.82 1.620.1319061670.054415110.2638123330.440.790.70.0550.50.110.2030.331.812.41720.921.940.17167950.070847460.3433590.500.930.80.060.50.120.230.33 1.92 2.6064 1.042.350.2214746670.09162280.4429493330.581.110.90.0650.50.130.2580.332.03 2.7956 1.16 2.800.2776021670.114619430.5552043330.67 1.2910.070.50.140.2850.332.142.98481.283.280.3400620.14068170.6801240.771.491.20.080.60.160.340.332.563.5632 1.524.650.4839786670.20021920.967957333 1.08 2.121.40.090.60.180.3950.332.783.94161.765.920.6532246670.27023531.3064493331.322.631.60.10.80.20.450.33 3.4 4.7228.120.84780.35073 1.6956 1.85 3.72管壁厚t(m)06MS201-1120o 砂石基础预应力混凝土管（13）管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)1.80.1150.80.230.5080.333.635.12162.269.891.0783021670.445647932.1566043332.234.4320.130.80.260.5650.33 3.86 5.5232 2.5211.821.3364886670.55289772.672977333 2.63 5.19A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V180o 扇形面积180o 扇形面积0.40.050.40.10.250.331.31.6960.60.900.0981250.0981250.400.310.50.050.40.10.30.33 1.4 1.8620.71.140.14130.14130.470.390.60.0550.50.110.3550.33 1.712.25120.82 1.620.197859250.197859250.670.560.70.0550.50.110.4050.331.812.41720.921.940.257519250.257519250.760.670.80.060.50.120.460.33 1.92 2.6064 1.04 2.350.3322120.3322120.890.800.90.0650.50.130.5150.332.032.79561.162.800.416403250.416403251.030.9410.070.50.140.570.33 2.14 2.9848 1.28 3.280.5100930.510093 1.18 1.081.20.080.60.160.680.332.563.5632 1.524.650.7259680.725968 1.66 1.541.40.090.60.180.790.333.94161.765.920.9798370.9798372.031.9306MS201-1180o 砂石基础预应力混凝土管（14）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)标准图籍相关工程量计算表1.60.10.80.20.90.333.44.7221.27171.27172.872.711.80.1150.80.23 1.0150.33 3.63 5.12162.269.89 1.61745325 1.617453253.41 3.2420.130.80.261.130.333.865.52322.5211.822.0047332.0047334.003.82A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.0550.10.10.1780.330.911.44460.810.950.1319061670.054415110.2638123330.1750.380.70.060.10.10.2050.33 1.02 1.62720.92 1.220.1759446670.07278730.3518893330.2080.480.80.070.1050. 1050.2350.33 1.15 1.8397 1.045 1.560.2312086670.09564970.4624173330.2550.610.90.0750.1130.1130.2630.33 1.276 2.04358 1.1631.930.28848750.11911830.5769750.3100.7510.0850.1280.1280.2 930.33 1.4262.28268 1.298 2.410.35819550.147930120.7163910.3900.941.10.0950.1430.143 0.3230.33 1.576 2.52178 1.433 2.940.43543950.179859540.8708790.479 1.151.20.10.150.150.350.33 1.7 2.723 1.55 3.430.5128666670.212171.025*******.549 1.341.350.1150.1730.1730.3950.33 1.926 3.08298 1.753 4.390.6532246670.2702353 1.3064493330.711 1.721.50.1250.1880.1880.4380.332.1263.40508 1.938 5.360.8013541670.33113675 1.6027083330.861 2.091.650.140.210.210.4830.332.353.76242.146.540.9746821670.402802581.9493643331.0572.56c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量（14）图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c106MS201-1120o 混凝土基础钢筋混凝土管（16）标准图籍相关工程量计算表1.80.150.2250.2250.5250.332.55 4.0845 2.3257.71 1.153950.4773825 2.3079 1.2363.0120.170.2550.2550.5850.33 2.854.5627 2.5959.62 1.4327820.5927337 2.865564 1.554 3.772.20.1850.2780.2780.6430.33 3.1265.00568 2.84811.58 1.7282821670.714424023.456564333 1.8654.532.40.20.30.30.70.33 3.45.446 3.113.71 2.0514666670.84868 4.102933333 2.1975.362.60.220.330.330.760.33 3.7 5.9242 3.3716.22 2.418218667 1.0004032 4.8364373332.615 6.352.80.2350.3530.3530.8180.333.976 6.36718 3.62318.74 2.7979755 1.15679847 5.595951 3.0157.3330.250.3750.3750.8750.334.256.80753.87521.423.2054166671.32606256.4108333333.4338.37A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.060.10.10.180.330.921.46120.820.980.1356480.05611680.2712960.1780.390.70.070.1 050.1050.210.33 1.05 1.67370.945 1.290.1846320.07638120.3692640.2220.510.80.080.120.120.240.33 1.2 1.9128 1.08 1.680.2411520.09976320.4823040.2910.670.90.090.1350.1350.2 70.33 1.35 2.1519 1.215 2.130.3052080.12626280.6104160.3680.8410.10.150.150.30.33 1.5 2.391 1.35 2.630.37680.155880.75360.454 1.041.10.110.1650.1650.330.33 1.65 2.6301 1.485 3.180.4559280.18861480.9118560.549 1.261.20.120.180.180.360.33 1.8 2.8692 1.62 3.780.5425920.22446721.0851840.654 1.501.350.1350.2030.2030.4050.332.0263.22918 1.8234.790.6867180.2840913 1.3734360.8291.901.50.150.2250.2250.450.332.253.5865 2.025 5.910.84780.35073 1.6956 1.022 2.341.650.1650.2480.2480.4950.332.4763.946482.2287.151.0258380.42438332.0516761.2382.8406MS201-1120o 混凝土基础钢筋混凝土管（17）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)120o 混凝土基础钢筋混凝土管（16）图籍编号及名称(页码）管内径D(m)标准图籍相关工程量计算表1.80.180.270.270.540.332.7 4.3038 2.438.51 1.2208320.5050512 2.441664 1.4713.3820.20.30.30.60.3334.782 2.710.51 1.50720.62352 3.0144 1.8164.172.20.220.330.330.660.33 3.35.2602 2.9712.71 1.8237120.7544592 3.647424 2.198 5.042.40.230.3450.3450.7150.33 3.55 5.6653 3.20514.77 2.1403286670.8854417 4.280657333 2.5085.842.60.2350.3530.3530.7680.33 3.7766.03518 3.42316.79 2.466182167 1.01958077 4.932364333 2.786 6.612.80.2550.3830.3830.8280.33 4.076 6.51338 3.69319.55 2.866846167 1.18528121 5.733692333 3.2547.7030.2750.4130.4130.8880.334.3766.991583.96322.523.2976541671.363452056.5953083333.7598.87A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.0550.110.110.3550.330.931.47120.820.980.197859250.197859250.2350.350.70.060.120.120.410.33 1.06 1.68040.941.290.2639170.2639170.2980.460.80.070.140.140.470.33 1.22 1.9328 1.081.700.3468130.3468130.3970.610.90.0750.150.150.5250.33 1.352.142 1.2 2.100.432731250.432731250.4790.7510.0850.170.170.5850.331.512.3944 1.342.620.537293250.537293250.6030.941.10.0950.190.190.6450.33 1.67 2.6468 1.483.190.653159250.653159250.741 1.151.20.10.20.20.70.33 1.8 2.856 1.6 3.720.76930.76930.8511.341.350.1150.230.230.790.332.043.2346 1.814.770.9798370.979837 1.101 1.711.50.1250.250.250.8750.332.253.5725.821.202031251.202031251.3292.09管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量120o 混凝土基础钢筋混凝土管（17）图籍编号及名称(页码）管内径D(m)管壁厚t(m)06MS201-1180o 混凝土基础钢筋混凝土管（18）标准图籍相关工程量计算表1.650.140.280.280.9650.332.493.9486 2.217.11 1.46202325 1.46202325 1.638 2.551.80.150.30.3 1.050.33 2.74.284 2.48.38 1.730925 1.730925 1.914 3.0020.170.340.34 1.170.33 3.02 4.7888 2.6810.46 2.149173 2.149173 2.411 3.752.20.1850.370.37 1.2850.33 3.315.2504 2.9412.58 2.592423252.592423252.886 4.512.40.20.40.4 1.40.333.6 5.712 3.214.90 3.0772 3.0772 3.4035.342.60.220.440.44 1.520.33 3.926.2168 3.4817.64 3.627328 3.627328 4.056 6.332.80.2350.470.47 1.6350.33 4.21 6.6784 3.7420.36 4.19696325 4.19696325 4.6657.3030.250.50.51.750.334.57.14423.284.8081254.8081255.3178.35A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.060.120.120.360.330.96 1.51440.841.040.2034720.2034720.2570.370.70.070.140.140.420.33 1.12 1.76680.981.410.2769480.2769480.3500.510.80.080.160.160.480.33 1.282.0192 1.121.850.3617280.3617280.4570.670.90.090.180.180.540.33 1.442.2716 1.26 2.340.4578120.4578120.5790.8410.10.20.20.60.33 1.6 2.524 1.4 2.890.56520.56520.715 1.041.10.110.220.220.660.33 1.76 2.7764 1.543.490.6838920.6838920.865 1.261.20.120.240.240.720.33 1.92 3.0288 1.68 4.160.8138880.8138881.029 1.501.350.1350.270.270.810.332.163.40741.895.261.0300771.0300771.3031.9006MS201-1180o 混凝土基础钢筋混凝土管管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)180o 混凝土基础钢筋混凝土管（18）回填至管顶工程量标准图籍相关工程量计算表1.50.150.30.30.90.332.43.786 2.1 6.50 1.2717 1.2717 1.608 2.341.650.1650.330.330.990.33 2.644.1646 2.317.86 1.538757 1.538757 1.946 2.841.80.180.360.36 1.080.33 2.88 4.5432 2.529.35 1.831248 1.831248 2.316 3.3720.20.40.4 1.20.33 3.25.048 2.811.55 2.2608 2.2608 2.859 4.172.20.220.440.44 1.320.33 3.52 5.5528 3.0813.97 2.735568 2.735568 3.4605.042.40.230.460.46 1.430.33 3.78 5.9712 3.3216.19 3.210493 3.210493 3.934 5.832.60.2350.470.47 1.5350.33 4.01 6.3464 3.5418.33 3.69927325 3.69927325 4.341 6.592.80.2550.510.51 1.6550.33 4.33 6.8512 3.8221.36 4.30026925 4.30026925 5.0747.6830.2750.550.551.7750.334.657.3564.124.614.946481254.946481255.8658.85A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.150.0250.080.080.0290.330.360.54480.280.130.007850.005 0.023550.0360.060.20.0270.080.080.0370.330.4140.634440.3340. 180.0126612650.00806450.0379837950.0440.080.250.0330.080.080.0460.330.4760.737360.3960.240.019596740. 0124820.058790220.0530.110.30.040.080.080.0560.330.540.843 60.460.320.02833850.018050.08501550.0630.140.350.0450.090. 090.0640.330.620.96980.530.420.0379940.02420.1139820.0820. 190.40.0470.10.10.0720.330.6941.086040.5940.530.0478920650.03050450.1436761950.1020.24180o 混凝土基础钢筋混凝土管（19）图籍编号及名称(页码）管内径D(m)管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)06MS201-190o 混凝土基础混凝土管（20）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量标准图籍相关工程量计算表0.450.050.10.10.0810.330.751.1790.650.630.0593656250.03781250.1780968750.1140.280.50.0550.110.110.0890.330.831.30520.720.770.0730246250.04651250.2190738750.1390.340.60.0650.130.130.1070.330.991.55760.861.100.1045816250.06661250.3137448750.1970.48A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.150.0190.080.080.0470.330.3480.524880.2680.120.009248347 0.0038259880.0184966930.0390.050.20.0220.080.080.0610.330. 4040.617840.3240.170.0155785870.0064447720.0311571730.0480.070.250.0250.080.080.0750.330.460.71080.380.220.023550.009742 50.04710.0570.090.30.030.080.080.090.330.520.81040.440.290.0 339120.01402920.0678240.0690.120.350.0350.080.080.1050.330 .580.910.50.370.0461580.01909530.0923160.0800.150.40.040.080.080.120.330.641.00960.560.460.0602880.02494080.1205760.0930.1990o 混凝土基础混凝土管（20）回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1120o 混凝土基础混凝土管（21）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量标准图籍相关工程量计算表0.450.0450.090.090.1350.330.721.13580.630.580.0763020.03156570.1526040.1170.240.50.050.10.10.150.330.81.2620.70.720.09420.038970.18840.1450.290.60.060.120.120.180 .330.96 1.51440.84 1.040.1356480.05611680.2712960.2080.420.150.0250.080.080.0 50.330.360.54480.280.130.010*******.004330.020*******.0410.05 0.20.0270.080.080.0630.330.4140.634440.3340.180.0168816870. 0070388480.0337633730.0490.080.250.0330.080.080.0790.330.4760.737360.3960.240.026128987 0.010*******.0522579730.0600.100.30.040.080.080.0950.330.540. 84360.460.320.0377846670.01563130.0755693330.0720.130.350 .0450.090.090.110.330.620.96980.530.420.0506586670.02095720.1013173330.0940.180.40.0470.10.10.1230.330.6941.086040.5940.530.0638560870.0265238480.1277121730.1170.2 20.450.050.10.10.1370.330.751.1790.650.630.0791541670.03286470.1583083330.1310.260.50. 0550.110.110.1520.330.831.30520.720.770.0973661670.040411890.1947323330.1610.320. 60.0650.130.130.1820.330.991.55760.861.100.1394421670.057844470.2788843330.2270.45A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.150.0190.080.080.0940.330.3480.524880.2680.120.013872 520.013872520.0470.040.20.0220.080.080.1220.330.4040.61784 0.3240.170.023367880.023367880.0580.060.250.0250.080.080.150.330.460.71080.380.220.0353250.035325 0.0700.080.30.030.080.080.180.330.520.81040.440.290.0508680. 0508680.0840.110.350.0350.080.080.210.330.580.910.50.370.0692370.0692370.0990.14放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1180o 混凝土基础混凝土管（22）120o 混凝土基础混凝土管（21）06MS201-1120o 混凝土基础混凝土管（21）标准图籍相关工程量计算表0.40.040.080.080.240.330.641.00960.560.460.0904320.0904320.1140.170.450.0450.090.090.2 70.330.721.13580.630.580.1144530.1144530.1450.210.50.050.10.10.30.330 .81.2620.70.720.14130.14130.1790.260.60.060.120.120.360.330.96 1.51440.841.040.2034720.2034720.2570.370.150.0250.080.080.10.330.360.5 4480.280.130.01570.01570.0490.050.20.0270.080.080.1270.330.4 140.634440.3340.180.025322530.025322530.0600.060.250.0330.080.080.1580.330.4760.737360.3960.240.039193480. 039193480.0740.090.30.040.080.080.190.330.540.84360.460.320.0566770.0566770.0890.120.350.0450.090.090.220.330.620.9698 0.530.420.0759880.0759880.1160.150.40.0470.10.10.2470.330.69 41.086040.5940.530.095784130.095784130.1450.190.450.050.10.10.2750.330.751.1790.650.630.118731250.118731250.1630.230.50.0550.110.110.3050.330.831.30520.720.770.146049250.146049250.1980.280.60.0650.130.130.3650.330.991.55760.861.100.209163250.209163250.2810.4006MS201-1180o 混凝土基础混凝土管（22）180o 混凝土基础混凝土管（22）。
管道开挖回填基础工程量计算表
A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.060.50.10.1050.33 1.72 2.26120.82 1.630.1017360.06480.3052080.330.900.70.070.50.150.1230.33 1.84 2.49340.99 2.150.1384740.08820.4154220.48 1.110.80.080.50.150.1410.33 1.96 2.6926 1.11 2.580.1808640.11520.5425920.53 1.330.90.090.50.20.1580.33 2.08 2.9248 1.28 3.200.2289060.14580.6867180.70 1.5810.10.50.20.1760.33 2.2 3.124 1.4 3.730.28260.180.84780.77 1.831.10.110.60.20.1930.33 2.52 3.5232 1.52 4.590.3419460.2178 1.0258380.92 2.311.20.120.60.250.2110.33 2.64 3.7554 1.69 5.400.4069440.2592 1.220832 1.14 2.641.350.1350.60.250.2370.33 2.824.0542 1.87 6.430.51503850.32805 1.5451155 1.26 3.101.50.150.60.30.2640.333 4.386 2.17.760.635850.405 1.90755 1.57 3.651.650.1650.80.30.290.33 3.58 5.0848 2.289.880.76937850.49005 2.3081355 1.95 4.851.80.180.80.30.3160.33 3.765.3836 2.4611.250.9156240.5832 2.746872 2.11 5.4820.20.80.30.3510.334 5.782 2.713.21 1.13040.72 3.3912 2.336.352.20.220.80.30.3870.33 4.24 6.1804 2.9415.32 1.3677840.8712 4.103352 2.577.272.40.230.80.30.4190.33 4.46 6.5456 3.1617.39 1.6052465 1.02245 4.8157395 2.798.172.60.2350.80.30.450.33 4.67 6.8942 3.3719.49 1.849636625 1.1781125 5.548909875 3.029.072.80.2550.80.30.850.334.917.29263.6122.032.1501346251.36951256.4504038755.308.12c2放坡系数管道断面积基础工程量基础上表面回填至管顶工程量06MS201-190o 砂石基础钢筋混凝土管（8）每m 工程量开挖至管顶土石方工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)a c1管基尺寸(m)30.2750.80.30.520.335.157.6913.8524.722.4732406251.57531257.419721875 3.5511.28A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.040.40.10.120.33 1.28 1.66280.580.850.0602880.02494080.1205760.260.410.50.050.40.10.150.33 1.4 1.8620.7 1.140.09420.038970.18840.320.540.60.060.50.10.180.33 1.72 2.26120.82 1.630.1356480.05611680.2712960.430.800.70.070.50.150.210.33 1.84 2.49340.99 2.150.1846320.07638120.3692640.600.990.80.080.50.150.240.33 1.96 2.6926 1.11 2.580.2411520.09976320.4823040.67 1.190.90.090.50.20.270.33 2.08 2.9248 1.28 3.200.3052080.12626280.6104160.87 1.4210.10.50.20.30.33 2.2 3.124 1.4 3.730.37680.155880.75360.96 1.631.10.110.60.20.330.33 2.52 3.5232 1.52 4.590.4559280.18861480.911856 1.16 2.061.20.120.60.250.360.33 2.64 3.7554 1.69 5.400.5425920.2244672 1.085184 1.42 2.361.350.1350.60.250.4050.33 2.824.0542 1.87 6.430.6867180.2840913 1.373436 1.59 2.781.50.150.60.30.450.333 4.386 2.17.760.84780.35073 1.6956 1.94 3.271.650.1650.80.30.4950.33 3.585.0848 2.289.88 1.0258380.4243833 2.051676 2.45 4.351.80.180.80.30.540.33 3.765.3836 2.4611.25 1.2208320.5050512 2.441664 2.68 4.9120.20.80.30.60.334 5.782 2.713.21 1.50720.62352 3.0144 2.98 5.702.20.220.80.30.660.33 4.246.1804 2.9415.32 1.8237120.7544592 3.647424 3.31 6.542.40.230.80.30.7150.33 4.46 6.5456 3.1617.39 2.1403286670.8854417 4.280657333 3.617.362.60.2350.80.30.7680.334.676.89423.3719.492.4661821671.019580774.9323643333.928.1706MS201-1120o 砂石基础钢筋混凝土管（9）c2开挖至管顶土石方工程量管道断面积图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1基础工程量回填至管顶工程量2.80.2550.80.30.8280.33 4.917.29263.6122.03 2.866846167 1.18528121 5.7336923334.289.1530.2750.80.30.8880.335.157.6913.8524.723.2976541671.363452056.5953083334.6510.18A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 150o 扇形面积150o 扇形中三角形面积210o 扇形面积0.30.030.40.10.1330.33 1.16 1.46360.460.600.042390.008172360.0593460.250.250.40.040.40.10.1780.33 1.28 1.66280.580.850.075360.014374080.1055040.320.350.50.050.40.10.2220.33 1.4 1.8620.7 1.140.117750.02260440.164850.390.470.60.060.50.10.2670.33 1.72 2.26120.82 1.630.169560.032341680.2373840.540.690.70.070.50.150.3110.33 1.84 2.49340.99 2.150.230790.044223480.3231060.730.860.80.080.50.150.3560.33 1.96 2.6926 1.11 2.580.301440.057496320.4220160.83 1.030.90.090.50.20.40.33 2.08 2.9248 1.28 3.200.381510.07302960.534114 1.06 1.2310.10.50.20.4450.33 2.2 3.124 1.4 3.730.4710.0898380.6594 1.18 1.421.10.110.60.20.4890.33 2.52 3.5232 1.52 4.590.569910.109022760.797874 1.43 1.791.20.120.60.20.5340.33 2.64 3.7224 1.64 5.220.678240.129366720.949536 1.57 2.021.350.1350.60.250.60.33 2.824.0542 1.87 6.430.85839750.1643166 1.2017565 1.94 2.431.50.150.60.30.6670.333 4.386 2.17.76 1.059750.2025702 1.48365 2.35 2.861.650.1650.80.30.7340.33 3.585.0848 2.289.88 1.28229750.24482304 1.7952165 3.02 3.781.80.180.80.30.80.33 3.765.3836 2.4611.25 1.526040.2921184 2.136456 3.30 4.2820.20.80.30.8890.334 5.782 2.713.21 1.8840.3605112 2.6376 3.70 4.992.20.220.80.30.9780.33 4.246.1804 2.9415.32 2.279640.43609104 3.191496 4.11 5.732.40.230.80.31.060.334.466.54563.1617.392.6754108330.51111063.7455751674.516.4606MS201-1150o 砂石基础钢筋混凝土管（10）c2基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量开挖至管顶土石方工程量管道断面积a c12.60.2350.80.3 1.1380.33 4.67 6.89423.3719.49 3.0827277080.588675574.315818792 4.907.182.80.2550.80.3 1.2270.33 4.917.2926 3.6122.03 3.5835577080.684256445.016980792 5.378.0630.2750.80.31.3160.335.157.6913.8524.724.1220677080.787024355.7708947925.858.98A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.20.030.40.10.130.33 1.06 1.29760.360.420.0265330.0265330.230.140.30.030.40.10.180.33 1.16 1.46360.460.600.0508680.0508680.300.200.40.040.40.10.240.33 1.28 1.66280.580.850.0904320.0904320.380.290.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.060.50.10.360.33 1.72 2.26120.82 1.630.2034720.2034720.660.570.70.070.50.150.420.33 1.84 2.49340.99 2.150.2769480.2769480.880.710.80.080.50.150.480.33 1.96 2.6926 1.11 2.580.3617280.361728 1.000.850.90.090.50.20.540.33 2.08 2.9248 1.28 3.200.4578120.457812 1.26 1.0310.10.50.20.60.33 2.2 3.124 1.4 3.730.56520.5652 1.41 1.191.10.110.60.20.660.33 2.52 3.5232 1.52 4.590.6838920.683892 1.73 1.501.20.120.60.250.720.33 2.64 3.7554 1.69 5.400.8138880.813888 2.06 1.721.350.1350.60.250.810.33 2.824.0542 1.87 6.43 1.030077 1.030077 2.33 2.041.50.150.60.30.90.333 4.386 2.17.76 1.2717 1.2717 2.80 2.411.650.1650.80.30.990.33 3.585.0848 2.289.88 1.538757 1.538757 3.63 3.171.80.180.80.3 1.080.33 3.765.3836 2.4611.25 1.831248 1.831248 3.99 3.6020.20.80.3 1.20.334 5.782 2.713.21 2.2608 2.2608 4.48 4.202.20.220.80.31.320.334.246.18042.9415.322.7355682.7355685.004.85图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量06MS201-1180o 砂石基础钢筋混凝土管（11）2.40.230.80.3 1.430.33 4.46 6.54563.1617.39 3.210493 3.210493 5.49 5.472.60.2350.80.3 1.5350.334.67 6.8942 3.3719.49 3.69927325 3.699273255.986.112.80.2550.80.3 1.6550.33 4.917.2926 3.6122.03 4.30026925 4.30026925 6.56 6.8730.2750.80.31.7750.335.157.6913.8524.724.946481254.946481257.167.67A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.0550.50.110.1040.331.712.25120.821.620.0989296250.06301250.2967888750.350.880.70.0550.50.110.1190.33 1.81 2.41720.92 1.940.1287596250.08201250.3862788750.39 1.040.80.060.50.120.1350.33 1.92 2.6064 1.04 2.350.1661060.10580.4983180.45 1.240.90.0650.50.130.1510.332.032.79561.162.800.2082016250.13261250.6246048750.521.4510.070.50.140.1670.33 2.14 2.9848 1.28 3.280.25504650.162450.76513950.60 1.661.20.080.60.160.1990.332.563.56321.524.650.3629840.23121.0889520.832.371.40.090.60.180.2310.332.783.9416 1.765.920.48991850.31205 1.4697555 1.02 2.931.60.10.80.20.2640.33 3.4 4.7228.120.635850.405 1.90755 1.42 4.161.80.1150.80.230.2970.333.635.12162.269.890.8087266250.51511252.4261798751.714.9420.130.80.260.3310.33 3.86 5.5232 2.5211.82 1.00236650.63845 3.0070995 2.03 5.78基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积06MS201-190o 砂石基础预应力混凝土管（12）A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.050.40.10.1250.331.31.6960.60.900.0654166670.02706250.1308333330.270.430.50.050.40.10.150.33 1.4 1.8620.7 1.140.09420.038970.18840.320.540.60.0550.50.110.1780.33 1.71 2.25120.82 1.620.1319061670.054415110.2638123330.440.790.70.0550.50.110.2030.331.812.41720.921.940.17167950.070847460.3433590.500.930.80.060.50.120.230.33 1.92 2.6064 1.04 2.350.2214746670.09162280.4429493330.58 1.110.90.0650.50.130.2580.33 2.03 2.7956 1.16 2.800.2776021670.114619430.5552043330.67 1.2910.070.50.140.2850.332.142.98481.283.280.3400620.14068170.6801240.771.491.20.080.60.160.340.332.563.5632 1.524.650.4839786670.20021920.967957333 1.08 2.121.40.090.60.180.3950.332.783.94161.765.920.6532246670.27023531.3064493331.322.631.60.10.80.20.450.33 3.4 4.7228.120.84780.35073 1.6956 1.85 3.72管壁厚t(m)06MS201-1120o 砂石基础预应力混凝土管（13）管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)1.80.1150.80.230.5080.333.635.12162.269.891.0783021670.445647932.1566043332.234.4320.130.80.260.5650.33 3.86 5.5232 2.5211.82 1.3364886670.5528977 2.672977333 2.63 5.19A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V180o 扇形面积180o 扇形面积0.40.050.40.10.250.331.31.6960.60.900.0981250.0981250.400.310.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.0550.50.110.3550.33 1.71 2.25120.82 1.620.197859250.197859250.670.560.70.0550.50.110.4050.331.812.41720.921.940.257519250.257519250.760.670.80.060.50.120.460.33 1.92 2.6064 1.04 2.350.3322120.3322120.890.800.90.0650.50.130.5150.332.032.79561.162.800.416403250.416403251.030.9410.070.50.140.570.33 2.14 2.9848 1.28 3.280.5100930.510093 1.18 1.081.20.080.60.160.680.332.563.5632 1.524.650.7259680.725968 1.66 1.541.40.090.60.180.790.332.783.94161.765.920.9798370.9798372.031.9306MS201-1180o 砂石基础预应力混凝土管（14）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)标准图籍相关工程量计算表1.60.10.80.20.90.333.44.7228.121.27171.27172.872.711.80.1150.80.23 1.0150.33 3.63 5.12162.269.89 1.61745325 1.617453253.41 3.2420.130.80.261.130.333.865.52322.5211.822.0047332.0047334.003.82A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.0550.10.10.1780.330.91 1.44460.810.950.1319061670.054415110.2638123330.1750.380.70.060.10.10.2050.33 1.02 1.62720.92 1.220.1759446670.07278730.3518893330.2080.480.80.070.1050.1050.2350.33 1.15 1.8397 1.045 1.560.2312086670.09564970.4624173330.2550.610.90.0750.1130.1130.2630.33 1.276 2.04358 1.163 1.930.28848750.11911830.5769750.3100.7510.0850.1280.1280.2930.33 1.426 2.28268 1.298 2.410.35819550.147930120.7163910.3900.941.10.0950.1430.1430.3230.33 1.576 2.52178 1.433 2.940.43543950.179859540.8708790.479 1.151.20.10.150.150.350.33 1.7 2.723 1.55 3.430.5128666670.21217 1.025*******.549 1.341.350.1150.1730.1730.3950.33 1.926 3.08298 1.753 4.390.6532246670.2702353 1.3064493330.711 1.721.50.1250.1880.1880.4380.33 2.126 3.40508 1.938 5.360.8013541670.33113675 1.6027083330.861 2.091.650.140.210.210.4830.332.353.76242.146.540.9746821670.402802581.9493643331.0572.56c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量（14）图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c106MS201-1120o 混凝土基础钢筋混凝土管（16）标准图籍相关工程量计算表1.80.150.2250.2250.5250.332.55 4.0845 2.3257.71 1.153950.4773825 2.3079 1.2363.0120.170.2550.2550.5850.33 2.854.5627 2.5959.62 1.4327820.5927337 2.865564 1.554 3.772.20.1850.2780.2780.6430.33 3.1265.00568 2.84811.58 1.7282821670.714424023.456564333 1.8654.532.40.20.30.30.70.33 3.45.446 3.113.71 2.0514666670.84868 4.102933333 2.197 5.362.60.220.330.330.760.33 3.7 5.9242 3.3716.22 2.418218667 1.0004032 4.8364373332.615 6.352.80.2350.3530.3530.8180.333.976 6.36718 3.62318.74 2.7979755 1.15679847 5.595951 3.0157.3330.250.3750.3750.8750.334.256.80753.87521.423.2054166671.32606256.4108333333.4338.37A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.060.10.10.180.330.92 1.46120.820.980.1356480.05611680.2712960.1780.390.70.070.1050.1050.210.33 1.05 1.67370.945 1.290.1846320.07638120.3692640.2220.510.80.080.120.120.240.33 1.2 1.9128 1.08 1.680.2411520.09976320.4823040.2910.670.90.090.1350.1350.270.33 1.35 2.1519 1.215 2.130.3052080.12626280.6104160.3680.8410.10.150.150.30.33 1.5 2.391 1.35 2.630.37680.155880.75360.454 1.041.10.110.1650.1650.330.33 1.65 2.6301 1.485 3.180.4559280.18861480.9118560.549 1.261.20.120.180.180.360.33 1.8 2.8692 1.62 3.780.5425920.2244672 1.0851840.654 1.501.350.1350.2030.2030.4050.33 2.026 3.22918 1.823 4.790.6867180.2840913 1.3734360.829 1.901.50.150.2250.2250.450.33 2.25 3.5865 2.025 5.910.84780.35073 1.6956 1.022 2.341.650.1650.2480.2480.4950.332.4763.946482.2287.151.0258380.42438332.0516761.2382.8406MS201-1120o 混凝土基础钢筋混凝土管（17）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)120o 混凝土基础钢筋混凝土管（16）图籍编号及名称(页码）管内径D(m)标准图籍相关工程量计算表1.80.180.270.270.540.332.7 4.3038 2.438.51 1.2208320.5050512 2.441664 1.4713.3820.20.30.30.60.3334.782 2.710.51 1.50720.62352 3.0144 1.816 4.172.20.220.330.330.660.33 3.35.2602 2.9712.71 1.8237120.7544592 3.647424 2.198 5.042.40.230.3450.3450.7150.33 3.55 5.6653 3.20514.77 2.1403286670.8854417 4.280657333 2.508 5.842.60.2350.3530.3530.7680.33 3.7766.03518 3.42316.79 2.466182167 1.01958077 4.932364333 2.786 6.612.80.2550.3830.3830.8280.33 4.076 6.51338 3.69319.55 2.866846167 1.18528121 5.733692333 3.2547.7030.2750.4130.4130.8880.334.3766.991583.96322.523.2976541671.363452056.5953083333.7598.87A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.0550.110.110.3550.330.93 1.47120.820.980.197859250.197859250.2350.350.70.060.120.120.410.33 1.06 1.68040.94 1.290.2639170.2639170.2980.460.80.070.140.140.470.33 1.22 1.9328 1.08 1.700.3468130.3468130.3970.610.90.0750.150.150.5250.33 1.35 2.142 1.2 2.100.432731250.432731250.4790.7510.0850.170.170.5850.33 1.51 2.3944 1.34 2.620.537293250.537293250.6030.941.10.0950.190.190.6450.33 1.67 2.6468 1.48 3.190.653159250.653159250.741 1.151.20.10.20.20.70.33 1.8 2.856 1.6 3.720.76930.76930.851 1.341.350.1150.230.230.790.33 2.04 3.2346 1.814.770.9798370.979837 1.101 1.711.50.1250.250.250.8750.332.253.5725.821.202031251.202031251.3292.09管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量120o 混凝土基础钢筋混凝土管（17）图籍编号及名称(页码）管内径D(m)管壁厚t(m)06MS201-1180o 混凝土基础钢筋混凝土管（18）标准图籍相关工程量计算表1.650.140.280.280.9650.332.493.9486 2.217.11 1.46202325 1.46202325 1.638 2.551.80.150.30.3 1.050.33 2.74.284 2.48.38 1.730925 1.730925 1.914 3.0020.170.340.34 1.170.33 3.02 4.7888 2.6810.46 2.149173 2.149173 2.411 3.752.20.1850.370.37 1.2850.33 3.315.2504 2.9412.58 2.592423252.592423252.886 4.512.40.20.40.4 1.40.333.6 5.712 3.214.90 3.0772 3.0772 3.4035.342.60.220.440.44 1.520.33 3.926.2168 3.4817.64 3.627328 3.627328 4.056 6.332.80.2350.470.47 1.6350.33 4.21 6.6784 3.7420.36 4.19696325 4.19696325 4.6657.3030.250.50.51.750.334.57.14423.284.8081254.8081255.3178.35A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.060.120.120.360.330.96 1.51440.84 1.040.2034720.2034720.2570.370.70.070.140.140.420.33 1.12 1.76680.98 1.410.2769480.2769480.3500.510.80.080.160.160.480.33 1.28 2.0192 1.12 1.850.3617280.3617280.4570.670.90.090.180.180.540.33 1.44 2.2716 1.26 2.340.4578120.4578120.5790.8410.10.20.20.60.33 1.6 2.524 1.4 2.890.56520.56520.715 1.041.10.110.220.220.660.33 1.76 2.7764 1.54 3.490.6838920.6838920.865 1.261.20.120.240.240.720.33 1.92 3.0288 1.68 4.160.8138880.813888 1.029 1.501.350.1350.270.270.810.332.163.40741.895.261.0300771.0300771.3031.9006MS201-1180o 混凝土基础钢筋混凝土管管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)180o 混凝土基础钢筋混凝土管（18）回填至管顶工程量标准图籍相关工程量计算表1.50.150.30.30.90.332.43.786 2.1 6.50 1.2717 1.2717 1.608 2.341.650.1650.330.330.990.33 2.644.1646 2.317.86 1.538757 1.538757 1.946 2.841.80.180.360.36 1.080.33 2.88 4.5432 2.529.35 1.831248 1.831248 2.316 3.3720.20.40.4 1.20.33 3.25.048 2.811.55 2.2608 2.2608 2.859 4.172.20.220.440.44 1.320.33 3.52 5.5528 3.0813.97 2.735568 2.735568 3.460 5.042.40.230.460.46 1.430.33 3.78 5.9712 3.3216.19 3.210493 3.210493 3.934 5.832.60.2350.470.47 1.5350.33 4.01 6.3464 3.5418.33 3.69927325 3.69927325 4.341 6.592.80.2550.510.51 1.6550.33 4.33 6.8512 3.8221.36 4.30026925 4.30026925 5.0747.6830.2750.550.551.7750.334.657.3564.124.614.946481254.946481255.8658.85A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.150.0250.080.080.0290.330.360.54480.280.130.007850.0050.023550.0360.060.20.0270.080.080.0370.330.4140.634440.3340.180.0126612650.00806450.0379837950.0440.080.250.0330.080.080.0460.330.4760.737360.3960.240.019596740.0124820.058790220.0530.110.30.040.080.080.0560.330.540.84360.460.320.02833850.018050.08501550.0630.140.350.0450.090.090.0640.330.620.96980.530.420.0379940.02420.1139820.0820.190.40.0470.10.10.0720.330.6941.086040.5940.530.0478920650.03050450.1436761950.1020.24180o 混凝土基础钢筋混凝土管（19）图籍编号及名称(页码）管内径D(m)管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)06MS201-190o 混凝土基础混凝土管（20）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量标准图籍相关工程量计算表0.450.050.10.10.0810.330.75 1.1790.650.630.0593656250.03781250.1780968750.1140.280.50.0550.110.110.0890.330.83 1.30520.720.770.0730246250.04651250.2190738750.1390.340.60.0650.130.130.1070.330.991.55760.861.100.1045816250.06661250.3137448750.1970.48A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.150.0190.080.080.0470.330.3480.524880.2680.120.0092483470.0038259880.0184966930.0390.050.20.0220.080.080.0610.330.4040.617840.3240.170.0155785870.0064447720.0311571730.0480.070.250.0250.080.080.0750.330.460.71080.380.220.023550.00974250.04710.0570.090.30.030.080.080.090.330.520.81040.440.290.0339120.01402920.0678240.0690.120.350.0350.080.080.1050.330.580.910.50.370.0461580.01909530.0923160.0800.150.40.040.080.080.120.330.641.00960.560.460.0602880.02494080.1205760.0930.1990o 混凝土基础混凝土管（20）回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1120o 混凝土基础混凝土管（21）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量标准图籍相关工程量计算表0.450.0450.090.090.1350.330.72 1.13580.630.580.0763020.03156570.1526040.1170.240.50.050.10.10.150.330.8 1.2620.70.720.09420.038970.18840.1450.290.60.060.120.120.180.330.96 1.51440.84 1.040.1356480.05611680.2712960.2080.420.150.0250.080.080.050.330.360.54480.280.130.010*******.004330.020*******.0410.050.20.0270.080.080.0630.330.4140.634440.3340.180.0168816870.0070388480.0337633730.0490.080.250.0330.080.080.0790.330.4760.737360.3960.240.0261289870.010*******.0522579730.0600.100.30.040.080.080.0950.330.540.84360.460.320.0377846670.01563130.0755693330.0720.130.350.0450.090.090.110.330.620.96980.530.420.0506586670.02095720.1013173330.0940.180.40.0470.10.10.1230.330.694 1.086040.5940.530.0638560870.0265238480.1277121730.1170.220.450.050.10.10.1370.330.75 1.1790.650.630.0791541670.03286470.1583083330.1310.260.50.0550.110.110.1520.330.83 1.30520.720.770.0973661670.040411890.1947323330.1610.320.60.0650.130.130.1820.330.991.55760.861.100.1394421670.057844470.2788843330.2270.45A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.150.0190.080.080.0940.330.3480.524880.2680.120.013872520.013872520.0470.040.20.0220.080.080.1220.330.4040.617840.3240.170.023367880.023367880.0580.060.250.0250.080.080.150.330.460.71080.380.220.0353250.0353250.0700.080.30.030.080.080.180.330.520.81040.440.290.0508680.0508680.0840.110.350.0350.080.080.210.330.580.910.50.370.0692370.0692370.0990.14放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1180o 混凝土基础混凝土管（22）120o 混凝土基础混凝土管（21）06MS201-1120o 混凝土基础混凝土管（21）标准图籍相关工程量计算表0.40.040.080.080.240.330.64 1.00960.560.460.0904320.0904320.1140.170.450.0450.090.090.270.330.72 1.13580.630.580.1144530.1144530.1450.210.50.050.10.10.30.330.8 1.2620.70.720.14130.14130.1790.260.60.060.120.120.360.330.96 1.51440.84 1.040.2034720.2034720.2570.370.150.0250.080.080.10.330.360.54480.280.130.01570.01570.0490.050.20.0270.080.080.1270.330.4140.634440.3340.180.025322530.025322530.0600.060.250.0330.080.080.1580.330.4760.737360.3960.240.039193480.039193480.0740.090.30.040.080.080.190.330.540.84360.460.320.0566770.0566770.0890.120.350.0450.090.090.220.330.620.96980.530.420.0759880.0759880.1160.150.40.0470.10.10.2470.330.694 1.086040.5940.530.095784130.095784130.1450.190.450.050.10.10.2750.330.75 1.1790.650.630.118731250.118731250.1630.230.50.0550.110.110.3050.330.83 1.30520.720.770.146049250.146049250.1980.280.60.0650.130.130.3650.330.991.55760.861.100.209163250.209163250.2810.4006MS201-1180o 混凝土基础混凝土管（22）180o 混凝土基础混凝土管（22）。
市政排水管道技术交底
3.6闭水试验
闭水试验在管道填土前进行，并在管道满水后浸泡1-2昼夜再进行，闭水试验的水位为试验段上游管内顶以上2m，闭水试验时对接口和管身进行外观检查，以无漏水、无严重渗水为合格，渗水量的测定时间应不少于30min。闭水试验允许渗水量：以符合市级管道工程验收标准为准。
2.管道沟槽底部的开挖宽度，按下式计算：
B=D1+2×b1
式中 B----沟槽底部的开挖宽度；
D1---管道的外径；
b1---管道一侧的工作面宽度;
混凝土管道当D1≤500mm 时，b1取400mm；500mm<D1≤1000mm时，b1取500mm；
3.开挖边坡坡度按照设计图纸进行，边坡外侧必须设置必要的防护措施，防止人员跌落。挖土时要注意边坡的稳定性，发现有裂缝及倾坍可能时，人员应立即离开并及时处理。每日或雨后必须检查边坡稳定情况，在确保安全的情况下继续工作，不得在陡坡下行走或站立。当地质条件良好、土质均匀，地下水位低于沟槽底面高程，且开挖深度在5m以内边坡不加支撑。本工程为反开挖施工，坡顶有静载，沟槽边坡坡度(高：宽选为1:0.5)。
8.人工挖土，操作人员之间，必须保持足够的安全距离：横向间距不小于5m，纵向间距不小于3m；堆土要在1m以外，并且高度不得超过1.5m。土方开挖必须自上而下顺序放坡进行，严禁采用挖空底脚的操作方法。
9.挖掘机挖土，工作位置必须平坦稳固，车身方向应与挖掘工作面延伸方向一致。启动前应检查离合器等，经空车试运转正常后再开始作业。挖掘机工作范围内不得有人进行其他工作；多台机械开挖，挖掘机间距大于10米。向汽车上装土应在车子停稳定后进行。机械操作中进铲不应过深，提升不应过猛。严禁铲斗从运土车的驾驶室顶上越过。向运土车辆卸土时，应降低铲斗高度，防止偏载或砸坏车厢。
管道抗浮计算书
管道抗浮计算书-CAL-FENGHAI.-(YICAI)-Company One1
计算书：抗浮计算
一、只需对埋深最浅的DN1000钢筋混凝土排水管进行计算
1、管道质量
经翻阅资料（详06MS201-1第39页），管内径为DN1000的钢筋混凝土排水管，管壁厚为100mm，则延米管道总重量约
m
自重
=（截面积）×1×2400（砼重）=840 kg
2、回填土重量
设计要求回填土的压实系数为，地勘试验报告得出土样最小干密度为，回填土压实密度为×=cm3=848kg/ m3
按设计图纸顶覆土最小1 m，每米覆土重量
m
覆土
=1×××848=1017 kg/m
3、最大浮力
每米管道完全浸没时
F=gv
液
ρ=1000×××2×1=11078N即为1108 kg
4、验算
m
自重+ m
覆土
=840+1017=1857﹥1108*所以不须采取抗浮措施。
说明：①管道质量我不知道，请你界定；
②回填土重量：压实系数为，最小干密度按取值
计算为：×=cm3=1166kg/ m3
③ F=gv
液
ρ=
④验算：
DN500塑料管每延米m，按覆土最小计算，设计要求回填土的压实系数为，
2。
管道抗浮计算书
计算书：抗浮计算
一、只需对埋深最浅的DN1000钢筋混凝土排水管进行计算
1、管道质量
经翻阅资料（详06MS201-1第39页），管内径为DN1000的钢筋混凝土排水管，管壁厚为100mm，则延米管道总重量约
m
自重
=0.35（截面积）×1×2400（砼重）=840 kg
2、回填土重量
设计要求回填土的压实系数为0.87，地勘试验报告得出土样最小干密度为0.975，回填土压实密度为0.975×0.87=0.848g/cm3=848kg/ m3
按设计图纸顶覆土最小1 m，每米覆土重量
m
覆土
=1×1.2×1.0×848=1017 kg/m
3、最大浮力
每米管道完全浸没时
F=gv
液
ρ=1000×9.8×3.14×0.62×1=11078N即为1108 kg
4、验算
m
自重+ m
覆土
=840+1017=1857﹥1108*1.1所以不须采取抗浮措施。
说明：①管道质量我不知道，请你界定；
②回填土重量：压实系数为0.87，最小干密度按1.34取值
计算为：1.34×0.87=1.1658g/cm3=1166kg/ m3
③ F=gv
液
ρ=
④验算：
DN500塑料管每延米25.9Kg/m，按覆土最小0.7m计算，设计要求回填土的压实系数为0.87，。
06ms201-3附注中支管垂直接入最大管径
06ms201-3附注中支管垂直接入最大管径我们要了解06ms201-3附注中支管垂直接入最大管径的含义和作用。
这个主题十分重要，因为它涉及到管道设计中的关键要素，对于工程设计和施工都有着重要的影响。
接下来，我将按照深度和广度的要求，全面评估这个主题，并撰写一篇有价值的文章。
01. 06ms201-3附注中支管垂直接入最大管径的含义和作用06ms201-3附注中所指的支管垂直接入最大管径，是指在管道系统设计中，当支管与主管垂直相交时，支管的最大允许直径。
这个规定是为了确保管道系统的正常运行和安全使用而设立的。
支管的垂直直接入最大管径，实际上是在管道系统设计中对于支管直接接入主管的限制，以避免流体在管道内出现的异常流动和压力损失。
02. 支管垂直接入最大管径的影响在管道设计中，支管的垂直直接入最大管径的规定，直接影响到管道系统的流体运行和整体性能。
如果支管的直接入口超过了规定的最大管径，就会导致流体在管道内的流动扰动，增大了流阻和能耗，甚至会引起管道内的涡流和压力波动，使得管道系统无法正常运行，甚至出现故障。
支管的垂直直接入最大管径规定的制定，是为了保障管道系统的正常运行和安全使用，减小流体运行过程中的损失和异常情况的发生。
03. 如何合理应用06ms201-3附注中的规定在实际工程设计和施工中，我们应该如何合理应用06ms201-3附注中规定的支管垂直直接入最大管径呢？我们需要充分理解这个规定的背后的原理和意图，明确其对管道系统的重要作用。
我们需要对管道的流体运行状况和工况进行充分的分析和评估，合理确定支管的直接入口尺寸，确保在满足规定的情况下，最大限度地减小管道系统的能耗和损失。
我们需要在施工和运行中，严格遵守这个规定，对于支管的直接入口进行检查和验证，确保其符合规定，保障管道系统的正常运行和安全使用。
04. 个人观点和理解对于06ms201-3附注中支管垂直直接入最大管径这个规定，我个人认为它是管道设计和施工中至关重要的一项规定。