工程管理毕业设计（论文）-联发江岸汇景住宅楼施工组织设计.doc

毕业设计 江西某某大学NANCHANG UNIVERSITY 学 士 学 位 论 文 THESIS OF BACHELOR （2003 2007 年） 题 目 ：联发江岸汇景10楼施工组织设计 学 院： 建 筑 工 程 系： 土 木 专 业： 工 程 管 理 班 级： 工 程 管 理 学 号： 学生姓名： 指导教师： 起讫日期： 目录摘要 Abstract 第一章 工程概况 1第二章 工程量计算 2 2.1 土石方工程2 2.2 桩与地基基础 3 2.3 混凝土工程 3 2.4 砌筑工程 7 2.5 楼地面工程 9 2.6 粉刷工程 10 2.7 天棚工程 11 2.8 门窗安装 12 2.9 模板钢筋工程量 13 2.10 工程量汇总 14第三章 施工方案 16 3.1 混凝土工程 16 3.2 砌筑工程 16 3.3 屋面工程 17 3.4 楼地面工程 17 3.5 门窗工程 18 3.6 装饰工程 18 3.7 架子工程 18第四章 施工进度计划 19 4.1 人工安排表 19 4.2 施工进度计划安排 20第五章 施工平面图布置 22结论 22参考文献（References） 23致谢 23江岸汇景10#楼施工组织设计专 业：工程管理 学 号： 学生姓名： 指导老师：摘要本设计先计算了江岸汇景10#楼的主要分部分项工程的工程量，然后根据工程的实际情况选择了“先主体后围护”，“先结构后装饰”，装饰“从上到下”的施工顺序。施工尽量组织等节拍流水。在满足技术要求的情况下考虑基础工程，主体框架结构工程，砌筑工程，装饰工程之间的搭接，以减短工期。关键词：工程量，施工方案，施工进度计划，施工平面图 The 10th building of Jianganhuijing construction organization designAbstractFirstly calculate the main parts of the project of construction .According to the actual situation , choice After the first main envelope, first decorative structure, decoration from the top down the construction sequence .First conside oganizating water rhythms.To go with the technical requirements ,the infrastructure projects under consideration, the main framework of structural engineering, masonry, decorative works between the lap, so as to shorten the construction period.Keyword: Quantity of the work, construction Program, the construction schedule, construction drawings 前言1.1. 本工程为联发-江岸汇景一期10#楼， 0.000标高相当于黄海高程25.350米。1.2. 本工程总建筑面积为：7795.355平方米，十二层，为高层住宅建筑。耐火等级为一级，设计使用年限为50年。本建筑采用异形柱框架结构，建筑抗震设防分类为丙类，抗震设防烈度为六度。1.3. 本工程施工必须按照国家颁发的建筑施工及验收规范进行，土建施工时应与设备安装同时配合进行，不得在土建施工完成后任意开槽打洞，影响工程质量，所有管道及墙身安装管道后的空隙必须用1：2水泥砂浆封堵密实平整。1.4. 本工程设备选型及建筑材料均应选用优质产品及材料，通过质检部门检测和建设单位同意方可安装使用1.5. 本工程地基基础设计为乙级。基础型式：PHC管桩基础1.6. 建筑施工做法：1.6.1. 外墙为190厚粘土多孔砖墙。内墙除卫生间采用90厚粘土多孔砖、分户采用190厚粘土多孔砖，其余用100厚加气混凝土砌块。1.6.2. 楼地面：楼梯间采用缸砖露面；卫生间、厨房采用防水楼面，只做15厚1：2水泥砂浆结合层，面层用户自理；一层地地下填土部分地面采用细石混凝土地面。住宅其他房间露面采用水泥砂浆楼面。1.6.3. 内墙面：水泥混合砂浆墙面。第一章 工程概况1.7. 本工程为联发-江岸汇景一期10#楼， 0.000标高相当于黄海高程25.350米。1.8. 本工程总建筑面积为：7795.355平方米，十二层，为高层住宅建筑。耐火等级为一级，设计使用年限为50年。本建筑采用异形柱框架结构，建筑抗震设防分类为丙类，抗震设防烈度为六度。1.9. 本工程施工必须按照国家颁发的建筑施工及验收规范进行，土建施工时应与设备安装同时配合进行，不得在土建施工完成后任意开槽打洞，影响工程质量，所有管道及墙身安装管道后的空隙必须用1：2水泥砂浆封堵密实平整。1.10. 本工程设备选型及建筑材料均应选用优质产品及材料，通过质检部门检测和建设单位同意方可安装使用1.11. 本工程地基基础设计为乙级。基础型式：PHC管桩基础1.12. 建筑施工做法：1.12.1. 外墙为190厚粘土多孔砖墙。内墙除卫生间采用90厚粘土多孔砖、分户采用190厚粘土多孔砖，其余用100厚加气混凝土砌块。 1.12.2. 楼地面：楼梯间采用缸砖露面；卫生间、厨房采用防水楼面，只做15厚1：2水泥砂浆结合层，面层用户自理；一层地地下填土部分地面采用细石混凝土地面。住宅其他房间露面采用水泥砂浆楼面。1.12.3. 内墙面：水泥混合砂浆墙面。第二章 工程量计算项目名称计算过程工程量定额 人工(日)2.1 土石方工程平整场地S底55.11*14.6+21.99*16.5+0.5*(3+9.1)*101226.46 L外55.11*2+3.9*4+14.6+26.46+10+9.1+20.6+5.9+3.9198.38 F平1226.46+2*198.38+161639.22 10.15166.38 挖地槽DKL1(0.25+2*0.3+0.25*1.8)*1.8*(21.2+16.8+10.5+20.2+4.1+3.6+2.3+1+3.5+7.5+5.4+2.8+3.3+2.3+3.3+2.4)257.87 DKL2(0.25+2*0.3+0.25*1.8)*1.8*(12.2+5.6+3+1.1+5.4)63.88 DKL3(0.25+2*0.3+0.25*1.8)*1.8*(6.4+1.4+5.6+2.3+2.3+2.3)47.50 DL4(0.25+2*0.3+0.25*1.8)*1.8*(14.4+12.3)62.48 DL5(0.3+2*0.3+0.25*1.8)*1.8*7.818.95 DL6(0.3+2*0.3+0.25*1.8)*1.8*7.818.95 DL7(0.3+2*0.3+0.25*1.8)*1.8*7.818.95 DL8(0.55+2*0.3+0.25*1.8)*1.8*622.46 DL9(0.35+2*0.3+0.25*1.8)*1.8*4.2510.71 DL10(0.8+2*0.3+0.25*1.8)*1.8*2.558.49 合计530.24 62.52331.51 挖地坑CTL2a,b,c(0.65+2*0.3+.25*2)*(1.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*210.06 CTL2d(0.65+2*0.3+.25*2)*(2.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*213.56 CTL2e(0.75+2*0.3+.25*2)*(2.95+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*211.37 CTL2f(0.65+2*0.3+.25*2)*(1.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*228.96 CTL2g(0.65+2*0.3+.25*2)*(1.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*210.63 CTL2h(0.65+2*0.3+.25*2)*(1.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*210.06 CTL2i(0.65+2*0.3+.25*2)*(1.75+2*0.3*0.25*2)*2+1/3*0.25*0.25*2*29.36 合计94.00 70.0965.88 土方回填568.47 568.47 27.36155.53 2.2 桩与地基基础(履带式沉管灌注桩)D3003.14*0.15*0.15*19*3242.96 D4003.14*0.2*0.2*19*2354.89 合计97.85 26.94263.61 2.3 混凝土工程承台独立式桩承台混凝土CTL2a-2c0.65*0.8*1.75*1412.74 CTL2d0.65*0.8*2.751.43 CTL2e0.75*0.8*2.951.77 CTL2f0.55*0.8*8.63.78 CTL2g0.75*0.8*1.751.05 CTL2h0.75*0.8*1.751.05 CTL2i0.65*0.8*1.550.806 合计 22.63 14.1432.00 基础梁混凝土 DKL10.25*0.5(21.2+16.8+30.7+41.5)13.78DKL20.25*0.55(12.2+5.6+3+1.1+5.4)3.75DKL30.25*0.6(6.4+1.4+5.6+6.9+2.7)3.45DL40.25*0.55(14.4+12.3)3.67DL50.3*0.6*7.81.4DL60.3*0.6*7.81.4DL70.3*0.6*7.81.4DL80.55*0.7*4.251.82DL90.35*0.7*4.251.04DL100.8*0.7*2.551.43合计 33.1414.3347.49 柱子标准层11.9*0.3*15*325.6520.4*0.4*30.4831.3*0.3*31.1741*0.45*31.3552.85*0.3*32.5761.55*0.3*31.4小计32.6224.1278.68 屋顶柱子2-20.2*0.4*3.3*20.528 2-40.2*0.4*3.3*20.528 2-51.1*0.4*7.753.410 2-70.4*0.2*5.850.468 2-110.4*0.2*(3+3)0.480 2-120.4*0.2*(3+3)0.480 小计5.894 24.1214.22 电梯井混凝土(5.75*0.25+2.2*0.2)*35.6321.0311.84 标准层梁混凝土工程量KL10.2*0.57*4.90.559 KL20.2*0.32*6.20.397 KL3b0.2*0.57*5.70.650 KL30.2*0.4*3.70.296 KL40.2*0.55*4.10.451 KL50.2*0.45*2.70.243 KL60.2*0.4*1.10.088 KL70.2*0.3*2.40.144 KL80.2*0.4*11.40.912 KL90.2*0.57*2.90.331 L100.2*0.32*3.40.218 L110.2*0.57*2.5*20.570 L120.2*0.32*2.50.160 KL130.2*0.57*7.150.815 L140.2*0.32*40.256 L150.2*0.25*2.95*20.295 L160.2*0.4*5.350.428 L170.2*0.45*2.450.221 L180.2*0.3*3.40.204 L190.2*0.3*2.80.168 L200.2*0.32*30.192 L210.2*0.57*30.342 L300.2*0.45*10.090 KL310.2*0.45*3.21.094 L320.2*0.25*1.550.078 L330.2*0.45*3.90.351 L340.2*0.35*3.80.266 L350.2*0.35*2.60.182 L360.2*0.6*3.40.408 L370.2*0.25*1.50.075 L380.2*0.4*1.90.152 L390.2*0.4*2.20.176 L400.2*.05*3.80.380 L410.2*0.25*2*20.200 KL420.2*0.45*3.80.342 KL430.2*0.5*40.400 KL440.2*0.6*3.90.468 KL450.2*0.45*2.80.252 小计12.854 标准层板混凝土工程量LB13.7*3.8*0.111.550 LB24*6.6*2*0.126.340 LB3 11.6*1.9*0.090.270 21.6*0.75*0.090.108 31.6*1.0*0.090.144 42.5*2.4*0.090.540 51.65*1.3*0.090.193 61.9*1.8*0.090.308 71.8*3.1*0.090.502 81.0*1.2*0.090.108 92.7*2.4*0.090.583 101.5*1.2*0.090.162 110.7*5.2*0.090.328 122.7*1.4*0.090.340 LB4 12.5*3.6*0.090.810 23.2*1.55*0.090.446 31.7*2.4*0.090.367 42.8*1.0*0.090.252 52.8*5.4*0.091.361 62.5*1.2*0.090.270 73.2*1.6*0.090.461 LB5 13.4*5.8*0.11.972 23.2*4.0*0.11.280 小计18.695 有梁板(梁+板)31.55 14.0444.29 楼梯2.4*4.510.80 6.186.67 合计50.97 檐沟(0.65*0.12+0.14)*42.59.26 26.7324.75 屋顶梁混凝土工程量WL10.2*0.4*3.10.250 WL20.2*0.45*3.10.280 WL30.2*0.45*(3.1+2)0.550 WKL40.2*0.45*(4.15+2.3)0.580 WKL50.2*0.45*1.50.140 WKL60.2*0.6*4.10.490 WL70.2*0.45*9.350.840 WKL80.2*1.12*6.21.390 WKL90.2*0.5*3.00.300 WKL100.2*0.5*3.50.350 WKL110.2*0.25*3.00.150 WL120.2*0.4*9.480.760 WL130.2*0.45*50.450 WKL140.2*0.45*3.790.340 WKL150.2*0.45*2.70.240 WL160.2*0.4*2.80.220 WKL170.2*0.5*3.30.330 WL180.2*0.4*2.80.220 WKL190.2*0.35*3.40.240 WKL300.2*0.45*40.360 WKL310.2*0.45*2.630.240 WKL320.2*0.5*2.490.249 WKL330.2*0.5*0.90.090 WKL340.2*0.5*3.30.330 WL350.2*0.45*2.090.228 WL360.2*0.5*11.131.113 WKL370.2*0.5*4.80.480 WKL380.2*0.5*1.540.154 WKL390.2*0.6*2.20.264 WL400.2*0.45*0.50.045 WL410.2*0.45*50.450 WL420.2*0.45*4.80.432 WL430.2*0.45*50.450 WL440.2*0.4*4.10.328 WL450.2*0.4*3.80.304 WL460.2*0.4*4.20.640 WL470.2*0.4*4.070.326 WL480.2*0.6*1.60.192 塔楼屋顶梁WKL500.2*1.2*5.3*22.544 WKL510.2*1.2*4.8*22.304 WL520.2*0.5*7.51*201.502 WL530.2*0.5*7.81*21.562 小计22.707 屋顶板v10.5(5.6+2.3)*3.3/0.805*0.121.94 v20.5*6.6*3.3*0.121.62 v31.3*3.1*0.120.60 v44.5*3*2+(18.4+9.1*0.5)*0.5*4.8-0.5*8.4*2.66/.805*0.1212.19 v50.5*(3.5+9.1)+0.5*2*(1.9*2.7)/0.805*0.121.70 v60.5*11*3.86*0.122.55 v72.5*5.9*0.120.87 塔楼屋顶板(2*0.5*5.9*3.1+2*0.5*6.2*5.9/2)/0.805*0.125.45 小计26.92 梁板合计37.27 14.0452.33 塔楼挑檐天沟(0.65*0.12+0.14)*(6.3*2+5.9*2)4.83 26.7312.91 2.4 砌筑工程外墙190厚黏土多孔砖2-K(1.2+2.1+2.6-0.55)*(3-0.57)-(2.7+2.8)0.191.622-H(3.9-0.8)*(3-0.5)-4.3*0.190.662-G1.9*(3-0.52)+(4.6-0.5)*(3-0.57)+(405-1)+(3-0.25)-1.8-4.3-1.8-0.9-3.6*0.192.352-E4.7*(3-0.4)-2.6*2*0.191.332-D3*(4-0.3)-2.7*0.191.62-C(3.4-0.3)*(3-0.57)-2.7*0.190.922-B(4.2+4.2+3.6-1.4-0.6-1.4-0.15-0.6)*(3-0.57)*0.193.622-1(5.2-2.8)*(3-0.45)*0.191.162-2(4.2-1)*(3-0.45)*0.191.552-5(3.4-1)*(3-0.4)-2.6*0.190.692-62.1*(3-0.4)*0.191.042-7(5.6+2-2.8)*(3-0.5)*0.192.282-8(6-2.8)*(3-0.6)*0.191.462-9(1.4-0.1)*(3-0.45)*0.190.72-11(1.8-1)*(3-0.45)*0.190.392-13(6-0.3-1.4)*(3-0.45)-0.9*0.191.912-14(3.8-0.6)*(3-0.45)*0.191.55小计24.83卫生间90厚黏土多孔砖卫一(2.25*2+1.75)*(3-0.25)-2.4*0.091.33卫二(2.7+1.4)*(3-0.6)*0.090.89卫三厨一(2.6+0.7*2+1.9+2.6+2.6-1.4)*(3-0.35)-2.5*0.092.09小计4.31黏土砖合计29.1414.5242.31 100厚混凝土砌块2-D(10-0.75)*(3-0.4)-9*0.12.322-32.6*(3-0.5)*0.10.652-4(4.2-1.4)*(3-0.6)*0.10.672-9(4.2-1.4)*(3-0.45)*0.10.712-102.6*(3-0.35)2.5*0.10.442-11(2.6+4.2-2.8)*(3-0.45)*0.11.02小计5.8112.527.27 2.5 砌筑脚手架(钢架）2-K(1.2+2.1+2.6)*(3-0.1)17.11 2-H(3.9-0.19)*(3-0.1)10.76 2-G1.9*(3-0.1)+4.6*(3-0.1)+4.5*(3-0.1)31.90 2-E4.7*(3-0.1)13.63 2-D10*(3-0.1)29.00 2-C3.4*(3-0.1)9.86 2-B(4.2+4.2+3.6)*(3-0.1)34.80 2-15.2*(3-0.1)15.08 2-24.2*(3-0.1)12.18 2-32.6*(3-0.1)7.54 2-44.2*(3-0.1)12.182-53.4*(3-0.1)9.86 2-62.2*(3-0.1)+2.1*(3-0.1)12.47 2-7(2+1.2+5.6)*(3-0.1)25.52 2-84*(3-0.1)+2*(3-0.1)17.40 2-95.6*(3-0.1)17.40 2-102.6*(3-0.1)7.54 2-11(2.6+4.2)*(3-0.1)19.72 2-136*(3-0.1)17.40 2-143.8*(3-0.1)11.02 卫一(2.25*5+1.75)*(3-0.1)18.13 卫二(2.7+1.4)*2+2.7*(3-0.1)31.61 卫三厨一(2.6+0.7*2+1.9+2.6+2.6)*(3-0.1)32.19 合计 382.11 3.6413.91 装饰脚手架2-D10*(3-0.1)29.00 2-32.6*(3-0.1)7.54 2-44.2*(3-0.1)12.18 2-62.1*(3-0.1)6.09 2-7(2+1.2+5.6)*(3-0.1)25.52 2-95.6*(3-0.1)16.24 2-102.6*(3-0.1)7.54 2-11(2.6+4.2)*(3-0.1)19.72 卫一(2.25*5+1.75)*(3-0.1)18.13 卫三厨一(2.6+0.7*2+1.9+2.6+2.6)*(3-0.1)32.19 合计 123.83 4.655.76 2.5 楼地面工程S13.7*3.814.06 S24*6.6*252.80 S31.6*1.93.04 S41.6*0.751.20 S51.6*1.01.60 S62.5*2.46.00 S71.65*1.32.15 S81.9*1.83.42 S91.8*3.15.58 S101.0*1.21.20 S112.7*2.46.48 S121.5*1.21.80 S130.7*5.20.36 S142.7*1.43.78 S152.5*3.69.00 S163.2*1.554.96 S171.7*2.44.08 S182.8*1.02.80 S192.8*5.415.12 S202.5*1.23.00 S213.2*1.65.12 S223.4*5.819.72 S233.2*4.012.80 卫一2.25*1.753.94 卫二2.7*1.74.59 卫三厨一(1.8+1.8)*2.69.36 合计 197.96 楼面水泥砂浆197.96 11.0321.83 地面150厚灰土垫层29.69 60厚混凝土11.88 水泥砂浆面层197.9611.0321.83 楼梯地面2.4*4.510.80 缸砖贴面10.80 67.17.25 2.6 粉刷工程内墙粉刷2-K(1.2+2.1+2.6)*(3-0.1)-2.7-1.812.61 2-H(3.9-0.19)*(3-0.1)-4.36.46 2-G1.9*(3-0.1)+4.6*(3-0.1)+4.5*(3-0.1)-1.8-4.3-1.8-0.9-3.620.50 2-E4.7*(3-0.1)-2.6*213.63 2-D10*(3-0.1)*258.00 2-C3.4*(3-0.1)9.86 2-B(4.2+4.2+3.6)*(3-0.1)-7.4-7.4-419.60 2-15.2*(3-0.1)15.08 2-24.2*(3-0.1)12.18 2-32.6*(3-0.1)*215.08 2-44.2*(3-0.1)*224.36 2-53.4*(3-0.1)-2.67.26 2-62.2*(3-0.1)+2.1*(3-0.1)*218.562-7(2+1.2+5.6)*(3-0.1)*251.04 2-84*(3-0.1)+2*(3-0.1)17.40 2-95.6*(3-0.1)*234.80 2-102.6*(3-0.1)*215.08 2-11(2.6+4.2)*(3-0.1)*239.44 2-136*(3-0.1)17.40 2-143.8*(3-0.1)11.02 卫一(2.25*5+1.75)*(3-0.1)-2.4*231.45 卫二(2.25*5+1.75)*(3-0.1)31.61 卫三厨一(2.6+0.7*2+1.9+2.6+2.6)*(3-0.1)-2.5*259.38 合计 488.60 混合砂浆488.60 14.7572.07 外墙粉刷(13.4+20.6)*2*2-(4.3+1.8+2.7+1.8+4.3+1.8+1+3.6+1+4+2.7+7.4+7.4+2.7+1)156.50 保温:A6 30厚聚苯颗粒29.74 38.02113.05 中灰色陶瓷马赛克156.50 67.57105.75 合计218.80 2.7 天棚工程标准层S13.7*3.814.06 S24*6.6*252.80 S31.6*1.93.04 S41.6*0.751.20 S51.6*1.01.60 S62.5*2.46.00 S71.65*1.32.15 S81.9*1.83.42 S91.8*3.15.58 S101.0*1.21.20 S112.7*2.46.48 S121.5*1.21.80 S130.7*5.20.36 S142.7*1.43.78 S152.5*3.69.00 S163.2*1.554.96 S171.7*2.44.08 S182.8*1.02.80 S192.8*5.415.12 S202.5*1.23.00 S213.2*1.65.12 S223.4*5.819.72 S233.2*4.012.80 合计 180.07 80厚保温砂浆180.07 16.9930.59 5厚中层水泥砂浆180.07 14.0125.23 RT-171涂料180.07 8.5915.47 顶层合计71.29 S10.5(5.6+2.3)*3.3/0.80516.19 S20.5*6.6*3.313.53 S31.3*3.15.01 S44.5*3*2+(18.4+9.1*0.5)*0.5*4.8-0.5*8.4*2.66/.805101.65 S50.5*(3.5+9.1)+0.5*2*(1.9*2.7)/0.80514.20 S60.5*11*3.8621.23 S72.5*5.97.25 塔楼顶棚(2*0.5*5.9*3.1+2*0.5*6.2*5.9/2)/0.80545.44 合计 224.50 80厚保温砂浆224.50 16.9938.14 5厚中层水泥砂浆224.50 14.0131.45 RT-171涂料224.50 8.5919.28 合计88.88 2.8 门窗安装FM1乙1.2*2.1*25.04 FM1021乙1*2.1*12.10 FM0921丙0.9*2.11.89 TM12211.2*2.1*12.52 TM15241.5*2.4*13.60 TM18241.8*2.4*28.64 PJM08210.8*2.1*46.72 PJM09210.9*2.1*59.45 PJM08240.8*2.4*11.92 PJM09240.9*2.4*24.32 门面积合计46.20 30.5614.12 PC06150.6*1.5*32.70 PC09180.9*1.8*23.24 TC18151.8*1.5*38.10 TC121