青岛某国际名品广场编织工程预算及土建施工组织设计_毕业设计论文(可编辑)

1、青岛某国际名品广场编织工程预算及土建施工组织设计_毕业设计论文 目录 (前言)工程量计算与工程量清单1.1 建筑面积计算1.2 土方工程1.3 桩基础工程1.4 脚手架工程1.5 砌筑工程1.6 钢筋混凝土工程1.7 门窗工程1.8 楼梯工程1.9 模板工程1.10 装饰工程施工组织设计说明2.1. 工程建设概况2.2. 工程设计概况2.3 总体策划及部署 2.3.1 管理目标 2.3.2 现场管理组织机构 2.3.3 施工顺序、流水段划分、施工流向 2.3.4 施工机械的选择2.4主要施工方案的选择 2.4.1 外脚手架施工方案 2.4.2 混凝土工程施工方案 2.4.3 钢筋工程施工方案

2、2.4.4 模板工程施工方案 2.4.5 砌体工程施工方案 2.4.6 装饰工程施工方案2.5 施工进度计划2.6施工准备 2.6.1 施工准备内容 2.6.2 施工准备工作职责分工 2.6.3 施工现场交接准备 2.6.4 现场设施和用水用电准备 2.6.5 技术准备 2.6.6 测量、试验准备3. 施工的技术组织措施 3.1质量控制技术措施3.2 施工安全技术措施3.3 冬雨季施工措施3.4 环境保护措施3.5现场文明施工管理3.6 降低工程成本措施3.7 主要消防措施3.8 现场施工通信联络4 结束语前 言 毕业设计是大学专科教育的重要阶段,是毕业前对三来所学知识的深化与拓宽,它不论是对

3、学生以后参加工作或是继续入学深造都是一次很好的锻炼。为了对以前所学知识做一个深刻的总结以及为将来的工作奠定一个坚实的基础,我用了平时最认真的态度对待这次毕业设计。 我做的毕业设计是青岛富尔玛国际名品广场工程预算及土建施工组织设计。主要内容有:计算建筑一部分的工程量,并最后统计到一起,套有关的消耗量定额和清单项目,得出本工程的费用和材料、机械消耗情况;施工组织设计,对本工程进行施工组织设计,根据本工程的特点和施工条件进行合理划分施工段及施工流向,选择合理的施工方案,根据计算合理安排堆场位置以及人力资源运用,使人力、物力达到最优配比。 在本次设计中我懂得了如何计算各分项工程的工程量并套相关的定额及

4、清单;如何根据本工程的特点合理的划分施工段及施工顺序,选择适用于本工程的施工方案,根据施工平面图的布置原则合理的布置施工平面图,根据选择的施工方案选择合理的施工机械及进行资源的合理利用。因此通过本次毕业设计使我更加熟练的应用AutoCAD、福莱一点通造价软件,而且对所学专业知识也做了一个系统的总结,受益匪浅。 由于时间比较仓促,加之本人水平有限,错误和缺点在所难免,恳请老师及同学批评指正。1. 工程量计算与工程量清单1.1建筑面积计算 三层建筑面积 S=6503.19?1.2 土方工程 (1)平整场地工程量计算(2)人工挖基槽1.3 桩基础工程 (1)钻孔混凝土灌注桩工程量1.4 脚手架工程

5、1外围脚手架: S 111.94+63.4 2 4.5 1578.06 2满堂脚手架: S 6503.19? 3外围安全网: S 111.94+63.4 2 4.5 1578.061.5 砌筑工程 计算思路:先不考虑门窗洞口来计算整个填充墙的总体积,再扣除门窗洞口和过梁的体积 外墙240?外墙体积墙高厚度长度-空洞面积墙厚即 体积319.82-27.78292m3 内墙200?内墙体积墙高厚度长度-空洞面积墙厚即 体积63.93-5.3858.77m3 梯间墙240?梯间墙墙高厚度长度-空洞面积墙厚即 体积107.18-7100.18m3 井道隔墙120?井道隔墙墙高厚度长度即 体积26.96

6、m31.6钢筋混凝土工程1第三层梁混凝土工程量的计算:梁混凝土体积计算梁的编号个数 计算式 结果KL1210.350.58(33.6-0.415-0.4-30.7)6.23L2818.43-0.065-0.350.250.482.97L2918.4-0.050.240.581.16L2618.42-0.175-0.050.250.532.2KL1110.350.58(33.6-0.415-0.4-30.7)6.23L2510.250.538.4-0.051.73L2410.350.48(33.6-0.065-0.05)5.64KL1010.350.58(33.6-0.415-0.4-30.7)

7、6.23L23330.250.5333.6-0.05-0.06513.31KL920.350.58(33.6-0.415-0.4-30.7)212.46L2210.250.4833.6-0.05-0.0654.02L2110.250.4833.6-0.05-0.0654.02KL710.350.58(33.6-0.415-0.4-30.7)6.23L1910.250.4833.6-0.35-0.13.98L1810.250.488.4-0.051L2010.250.384.2-0.065-0.150.38L1710.20.282.9-0.15-0.150.15KL610.350.58(33.6

8、-0.415-0.4-30.7)6.23L1610.250.484.2+1.8-0.05-0.150.34L1410.250.488.42+1.8+2.3-0.52.45L1510.250.584.2-0.065-0.150.58KL110.350.58(62+0.58-0.25-0.5-30.7)10.1L210.1262+0.58-90.25-0.05-0.350.250.686.76L160.120.180.7-0.1-0.0560.07L320.250.581.3-0.25-0.120.28KL210.350.58(62+1.3-0.25-0.4-80.7-90.2511.12L410

9、.250.4862+1.3-0.25-0.057.56KL310.350.58(62+1.3-2.5-80.7-90.35-0.410.49L510.250.4862+1.3-0.25-0.05-80.25-90.356.94KL410.350.58(62+1.3-0.25-0.24-80.7-70.2511.35L910.250.4885-0.175-50.35-50.254.42L810.250.487.7-0.25-0.125-0.350.84L1310.250.388-0.35-0.250.7L1110.250.382.9+0.7-0.25-0.35-0.1250.27L710.250

10、.288-0.3-0.50.5L1010.250.537.7-0.24-0.05-0.60.9KL510.350.58(62+1.4-0.25-0.24-90.711.5L610.20.180.7-0.1-0.240.01L1210.20.180.7-0.1-0.240.01L810.250.4815+1.3-0.175-0.251.91KL310.350.58(15+1.3-0.25-0.175)3.22L610.250.4815+1.3-0.175-0.251.91L720.250.4815+8-0.15-0.0525.47KL410.350.58(8+8+7-0.15-0.05-0.75

11、-0.724.19KL510.350.58(62-0.75-70.78.17L310.250.487.7-0.1750.9L1010.250.657.7-0.1751.22L110.250.487+58-0.1755.62L910.250.5315-0.175-0.051.96KL610.350.58(62+1.4-0.25-90.711.5L510.250.482.721+0.23+0.1750.38L2610.250.588.4-0.0651.21KL1410.350.58(38.4-0.75-0.25-1.44.63L2210.250.488.42-0.175-1.21.8L2310.2

12、50.483.6-0.065-0.1250.41KL1310.40.58(8.43-0.75-1.4-0.75)5.17L2010.250.488.4-0.065-0.250.97L1810.250.488.43-0.175-0.065-1.452.82KL1210.40.58(8.43-0.75-1.4-0.5)5.13L1520.250.488.43-0.175-0.065-1.4525.64KL920.350.58(8.43-0.25-0.75-0.7229.26L1510.250.488.43-0.175-0.065-1.452.82KL810.350.48(8.43-0.75-0.7

13、5-0.723.75L1410.250.488.43-0.175-0.1-1.2-1.72.64KL710.350.58(8.43-0.75-0.724.68L1118.42+2.80.250.582.84L1318.42+2.80.250.582.84合计79274.42 柱混凝土体积计算柱的编号个数计算式结果KZ5120.70.74.5-0.121225.75KZ6160.70.74.5-0.121634.34KZ720.70.74.5-0.1224.29KZ8770.70.74.5-0.1277165.26KZ930.70.74.5-0.1236.45KZ1080.70.74.5-0.1

14、2817.2KZ1120.70.74.5-0.1224.29KZ8a110.70.74.5-0.121123.65KZ10a10.70.74.5-0.122.15KZ10b60.70.74.5-0.12612.9合计138296.28 屋面板混凝土体积计算即 面积63.4111.94-928.12-817.4+198.575550?屋面板混凝土体积屋面板面积屋面板厚屋面板面积轴线间距轴线间距-空洞面积-梁底面面积+悬挑面积 屋面板面积63.4111.94-817.4+198.576478.2?屋面板厚0.12m即 6478.20.12777.38m3 6-11轴 钢筋工程量计算思路:根据钢筋的

15、类型以及计算规则计算钢筋的长度.梁: 上部钢筋净跨长度+2锚固长度 下部钢筋:KL净跨长度+2锚固长度L净跨长度+212d 纵筋:端支座处1/3或1/4净跨+锚固长度 中间支座1/3相邻两跨较大值+1/2梁或柱的宽度架力筋净跨-两端纵筋伸入长度+2搭接长度 箍筋:双支箍构件周长-(保护层-箍筋直径)8+箍筋弯钩长度 四肢箍:主筋间距(构件宽-保护层2-主筋直径)主筋间距 个数单个箍筋宽度主筋间距间距个数+主筋直径+箍筋直 径2箍筋长度箍筋周长+箍筋弯钩长度箍筋加密区3/2h 加密区箍筋个数(3/2h -50/间距 +1 非加密区箍筋个数(净跨-加密区/间距)-1 构造钢筋净跨+30d 受扭钢筋

16、净跨+2锚固长度 拉接钢筋b+150(每一米设置一根) 柱: 通长钢筋:由于是三层所以通常钢筋不需锚固箍筋:双支箍构件周长-(保护层-箍筋直径)8+箍筋弯钩长度 四肢箍:主筋间距(构件宽-保护层2-主筋直径)主筋间距 个数 单个箍筋宽度主筋间距间距个数+主筋直径+箍筋直径2 箍筋长度箍筋周长+箍筋弯钩长度 加密区根据规范查找 加密区箍筋个数(3/2h -50/间距 +1非加密区箍筋个数(净跨-加密区/间距)-1 拉接钢筋b+150(每一米设置一根) 6-11轴 梁的钢筋工程量梁的编号截面尺寸个数812141618202225KL135070011283.7443.166255359.45688

17、.261KL235070011316.1931.332246.417.19160.1551.1171.181KL33507002310.11658.45.431.2862.1828.474KL43507002479.598130.07131.761.746KL535070011137.631.992124.1161.15129.0216.366KL635070011095.4843.224.8449.05309.9671.698KL73507001970.0231.57166.0210.1176.89KL835070011141.2177.458166.0205.3168.78KL935070

18、02881.2861.82164.8208.5166.98KL103507002146.8814.05547.499.385KL113507002214.247.75412.559.69722.79664.6492.1KL1235070011058.76238.9213.57393.065KL1335070011044164.3952.25451.315KL14350700193631.57132.581.28198.3239.94L12506002474.88217.8214.63110.7135.248196.6L22506001142.0463.3230.419.9364.1L32506

19、00265.7231.3231.7820.72L425060018.481.108L5250600223.3210.0213.80L62506003207.7691.1431.4727.6857.25L72506003218.3692.7547.9052.67339.24L82506501142.0489.3332.1754.29945.46L9250650165.7231.3228.608.431L10250700174.228.10119.748.22L11250700174.223.8117.4921.61L122506001419.76168.077160.123.52256.18L1

20、32506002419.76169.37684.78105.17445.07832.5815.91817.2325.19L152506002133.5648.593109235.107L162506001419.76168.36221.8125.02833.76.3569.66515.440433.9615.7126.14L19250600233.927.5586.467L202506001254.499.2251.427105.0L21250600184.815.48.9710.69L22250600182.683

21、4.12517.9030.56L23250700184.832.5816.35624.88L24250700189.0433.96125.4025.45 12-16轴 梁的钢筋工程量梁的编号截面尺寸个数68 1012 12 14 16 18 20 2225KL12350700160028.21251.27.567.8394.4668.36L1120300631.260.96L320030016.45.16L29240700135.734.182.0517.624.4L620030017.184.16L1220030017.184.16L272506001125.2667.7435.31L282

22、506001202100.8277.8597L2625065017573.767.743.1652.898.35545.717.9KL113507001550134.30.954.43249.6118.2L24250600120065.7170.4650.3769.791.735L25250650173.736.6425.553.3KL103507001125.2667.74331.1268.94KL93507002360145.2515.2L23250600382139618097.265L222506001277.633.4137.369.1859.326.126.317.9L212506

23、001277.6135.450.9117.8543.58.8KL83507002118032068.5468.7379.5KL73507001605162.6273.8KL635070016386.44127.37185132633.77635.324.1L142507001162.484.84107.5L1625070041.351.621.2428.1611.2L20250500138.110.1616L13250600115583.6443.2638.2441.5236.643.3219.136.9235.13

24、47.211.04KL135070011136.349.3251.25.732681572.511.13L22506001581.6866.8255.274.2126.7153.695.515.5KL35070011136.32907.3128240389.3L42506001657.1252.23.863.830214.1654.56KL335070011136.3295.57.3128.8220.9400L52506001517.07252.311.128.6270.1284.45KL435070011136.22977.3112.25585.8L92506001338.439.6681.

25、1114.840.8949.5L82506001587.616.715.615.8L1125050012910.688.6L7250400122.7632.2818.368.334.38.864.5L10250650155.728.242117.2532.714.5KL535070011136.370255.410.75147.5263.7187.9917.524.3L3250700214.57.23.85.85柱的钢筋工程量的计算(单位:m)柱的编号截面尺寸个数82022 KZ5700700 123255.6864 KZ6700700 16 4340.8 864 2

26、88 KZ7700700 2542.610836 KZ8700700 7720890.1 4158 1386 KZ9700700 3813.916254 KZ10700700 82170.4 432144 KZ11700700 2542.6144 KZ8a700700 11 2984.3 594 198 KZ10a700700 41085.2 216 72 KZ10b700700 6 1627.8 324 1081.7 门窗工程门窗洞口统计门门编号个数尺寸 面积BM22150016300?48.9m2BM32150013900?41.7m2CM218002100 ?7.56m2CM417700

27、6300 ? 48.51m2M3118002100 ?3.78m2M4215002100 ?6.3m2M5510002100 ?10.5m2FM乙1618002100 ?22.68m2FM乙 3810002100 ?22.58m2窗 窗编号个数尺寸面积C1258502400?28.08m2C2415002400?14.4m2C3415002400?14.4m2C4221002400?10.08m21.8 楼梯工程A楼梯混凝土体积 m3部位 计算式结果梯段2.37+0.843.21TL-10.250.4(1.1+1.8+1.4+0.285)0.46TL-20.20.4(1.1+1.8+1.4+0

28、.285)0.37TL-30.250.54(2.24+0.58)20.76TZ10.350.24(2.25-0.4)40.62休息平台0.17(4.395-0.065-0.24)(0.665+0.35+1.48+2.24+0.58-0.78)1.59钢筋 m钢筋部位81012141820梯段44193.96177.89TL-132.25.728.838.93TL-225.318.69TL-323.2464.14TZ142.6714.94休息平台55.9156.85模板 ? 立面:2.251.9428.74? 底面:1.944.52217.56? 侧面:4.521202+0.150.280.01

29、51.72?休息平台:(2.24+0.58)(4.395+0.285)+(0.67+0.18+1.5)(4.395+0.285)24.2 ? 梁:4(4.2-0.065-0.15)(0.4-0.12)4.46? 8(2.24+0.58-0.5)(0.4-0.12)5.2? (4.2-0.065-0.15)0.763.03? 柱:42.25-0.40.35+0.2428.72? 抹灰 ?抹灰面积模板面积+休息平台面积97.83?B梯混凝土体积 m3部位 计算式结果梯段2.37+0.843.21TL-10.250.4(1.1+1.8+1.4+0.285)0.46TL-20.20.4(1.1+1.8

30、+1.4+0.285)0.37TL-30.250.54(2.24+0.58)20.76TZ10.350.24(2.25-0.4)40.62休息平台0.17(4.395-0.065-0.24)(0.665+0.35+1.48+2.24+0.58-0.78)1.59钢筋 m钢筋部位81012141820梯段44193.96177.89TL-132.25.728.838.93TL-225.318.69TL-323.2464.14TZ142.6714.94休息平台55.9156.85模板 ? 立面:2.251.9428.74? 底面:1.944.52217.56? 侧面:4.521202+0.150.

31、280.0151.72?休息平台:(2.24+0.58)(4.395+0.285)+(0.67+0.18+1.5)(4.395+0.285)24.2 ? 梁:4(4.2-0.065-0.15)(0.4-0.12)4.46? 8(2.24+0.58-0.5)(0.4-0.12)5.2? (4.2-0.065-0.15)0.763.03? 柱:42.25-0.40.35+0.2428.72? 抹灰 ?抹灰面积模板面积+休息平台面积97.83?D梯混凝土体积 m3部位 计算式结果梯段2.43+0.082.51TL-10.250.440.4TL-20.20.3540.35TL-30.250.25(4.

32、6-0.6-0.45)20.43TZ10.350.24(2.25-0.4)40.62休息平台0.1242+0.124(2.18-0.25)1.89钢筋 m钢筋部位81012141820梯段115.2249.68146.14TL-125.499.898.878.96TL-221.1717.16TL-318.538.6TZ130.2616.76休息平台61.262.3模板 ? 立面:2.251.9528.78? 底面:1.954.52217.7? 侧面:4.521402+0.150.280.0151.89?休息平台:2.184+42.3-0.25 16.92 ? 梁:42(0.4-0.12)+0.

33、253.24? 2(0.35-0.12)+0.35(4-0.35)2.6? 2 (4.6-0.85)0.56.06? 柱:32.25-0.40.35+0.2426.54? 抹灰 ?抹灰面积模板面积+休息平台面积80.65?1.9 模板工程 6-11梁模板工程量梁的编号个数计算式结果KL110.3571.4+0.5871.42-0.70.359-0.350.589-0.250.489102.7KL210.3570+0.58702-0.70.359-0.350.5816-0.250.481398.7KL320.3515+0.58152-0.70.353-0.350.586-0.250.58420.

34、2KL420.3523+0.58232-0.70.354-0.350.588-0.250.48631.4KL510.3570+0.58702-0.70.359-0.350.0816-0.250.481398.7KL610.3571.4+0.5871.42-0.70.359-0.350.589-0.250.488102.4KL710.3542+0.58422-0.70.356-0.350.586-0.250.48860.3KL810.3542+0.58422-0.70.356-0.350.5812-0.250.481258.07KL920.3542+0.58422-0.70.356-0.350.

35、5810-0.250.48759.08KL1020.358.4+0.588.4-0.352-0.584-0.80211.42KL1120.3510.75+0.5810.752-0.70.352-0.350.584-0.250.48214.6KL1210.3542+0.58422-0.70.356-0.350.5812-0.250.481058.3KL1310.3542+0.58422-0.70.356-0.350.5812-0.250.481058.3KL1410.3542+0.58422-0.70.356-0.350.586-0.250.48560.13L120.2547.7+0.4847.

36、72-0.350.257-0.350.4814-0.250.481253.3L210.2515.7+0.5315.72-0.350.253-0.350.536-0.250.53618.4L320.257.7+0.487.72-3.350.252-0.350.484-0.250.4828.23L410.250.7+0.180.72-0.250.351-0.350.182-0.250.1820.12L520.252.2+0.482.22-0.250.3522.49L630.2515+0.48152-0.350.253-0.350.486-0.250.48416.4L730.2523+0.48232

37、-0.350.254-0.350.488-0.250.48625.42L810.2515+0.53152-0.350.053-0.350.536-0.250.53717.35L910.257+0.5372-0.350.052-0.350.5304-0.250.534-0.250.5337.86L1010.257+0.5872-0.350.25-0.350.481-0.250.4838.97L1110.257+0.5872-0.350.25-0.350.481-0.250.4839.25L1210.2540.8+0.4840.82-0.350.256-0.3500.481-0.250.4816-

38、0.250.25744.8L1320.2542+0.48422-0.350.256-0.350.482-0.250.4810-0.250.25546.77L1440.258.4+0.488.42-0.350.252-0.350.484-0.250.082-0.250.2519L1520.3510.75+0.5310.752-0.350.252-0.350.534-0.250.532-0.250.2513.77L1610.2542+0.48422-0.350.056-0.350.4812-0.250.4810-0.250.255467.67L1710.258.4+0.488.42-0.350.2

39、52-0.350.484-0.250.482-0.250.259L1810.258.4+0.488.42-0.350.252-0.350.484-0.250.482-0.250.259L1920.23.6+0.283.62-0.350.21-0.20.25-0.20.082-0.350.0822.3L2010.2525.2+0.4825.22-0.250.354-0.350.488-0.250.486-0.250.25327.89L2110.253.6+0.483.62-0.250.352-0.350.484-0.250.482-0.250.253.2L2210.258.4+0.488.42-

40、0.250.052-0.350.484-0.250.482-0.250.259L2310.258.4+0.488.42-0.250.352-0.350.482-0.250.48-0.250.259.47L2410.258.4+0.488.42-0.250.352-0.350.42-0.250.48-0.250.259.4712-16梁模板工程量梁的编号个数 计算式 结果KL121(0.7+0.58)(33.6-0.415-0.4)-30.70.35-40.250.48-30.350.5840.13L2818.43-0.065-0.35(0.5+0.48)-60.250.48-40.350.48

41、22.76L2918.4-0.05(0.242+0.58)-0.240.488.72L2618.42-0.175-0.05(0.5+0.53)-0.250.484-20.350.4816.26KL111(0.7+0.58)(33.6-0.415-0.4)-30.70.35-70.250.48-60.350.5839.16L251(0.5+0.53)8.4-0.05-20.250.488.36L241(0.7+0.48)(33.6-0.065-0.05)-80.250.48-60.350.4835.89KL101(0.7+0.58)(33.6-0.415-0.4)-30.70.35-70.250

42、.48-60.350.5839.16L2333(0.5+0.48)33.6-0.05-0.065-80.250.48-60.350.48107.68KL922(0.7+0.58)(33.6-0.415-0.4)-30.70.35-70.250.48-60.350.5878.32L221(0.5+0.48)33.6-0.05-0.065-80.250.48-60.350.4830.85L211(0.5+0.48)33.6-0.05-0.065-80.250.48-60.350.4830.85KL71(0.7+0.58)(33.6-0.415-0.4)-30.70.35-70.250.48-60.

43、350.5839.16L191(0.5+0.48)33.6-0.35-0.1-40.250.48-40.350.4831.66L181(0.5+0.48)8.4-0.05-30.250.487.82L201(0.5+0.38)4.2-0.065-0.153.51L171(0.4+0.28)2.9-0.15-0.151.77KL61(0.7+0.58)(33.6-0.415-0.4)-30.70.35-50.250.48-30.350.5839.86L161(0.5+0.58)4.2+1.8-0.05-0.15-0.250.486.15L141(0.5+0.58)8.42+1.8+2.3-0.5

44、-0.350.483-0.250.48221.29L151(0.5+0.58)4.2-0.065-0.154.3KL11(0.7+0.58)(62+0.58-0.25-0.5-0.3)-1.280.357-80.480.2574.66L21(0.5+0.48)62+0.58-0.25-0.05-0.250.4816-0.350.481456.76L16(0.24+0.18)0.7-0.1-0.0561.39L32(0.5+0.58)1.3-0.25-0.122.43KL21(0.7+0.58)(62+1.3-0.25-0.4-0.25-1.280.3514-160.480.2577.74L41

45、(0.5+0.48)62+1.3-0.25-0.05-0.250.4816-0.350.481453.55KL31(0.7+0.58)(62+1.3-0.25-0.4-1.280.3514-160.480.2577.86L51(0.5+0.48)62+1.3-0.25-0.05-0.250.4818-0.350.481453.55KL41(0.7+0.58)(62+1.3-0.25-0.24-1.280.3514-160.480.2577.74L91(0.5+0.48)85-0.175-0.250.4810-0.350.48848.43L81(0.5+0.48)7.7-0.25-0.125-0.35-20.250.486.6L131(0.5+0.48)8-0.35-0.250.73L111(0.5+0.48)2.9+0.7-0.25-0.35-0.1252.82L71(0.5+0.48)8-0.3-0.57.06L101(0.5+0.53)7.7-0.24-0.0