PC构件吊装施工方案

苏州国越置业有限公司苏地2021-WG-8号地块项目（1#-11#楼、S-1、S-3#、自行车棚1-2、地下车库）PC构件吊装施工方案_________________________________________________________________________________________________________________________________________________________________批准：2 3 4 5 第六节群塔防碰撞使用方案 3）；）；20、《装配式整体式混凝土结构工程施工质量验收规范》DB4本专项施工方案编制的范围为：PC构件二次运输，PC构件吊装等的相关施工方法、安全和质5一、参建概况1010020010010010二、工程概况1111111111三、施工条件本工程所在地区年平均气温15.0℃~17.7℃极端最低气温为-15.0℃~-7.0℃。年平均相对湿度76%～82%，无霜期230天～260天。1、基坑北侧：地下室外墙红线约11.3~1路及其绿化，绿化带有燃气、给水管线。地下室外墙到燃气管线17.01#、4#楼叠合板叠合板编号叠合板X边长叠合板Y边长（mm）单层数量（个）单块叠合板面积（m2）单块叠合板厚叠合板体积单块叠合板重量（t）本层叠合板面积（m2）PCB12370292016.92600.0416.92PCB2a332016.43600.3850.966.43PCB2b332016.43600.3850.966.43PCB3a272015.26600.3160.795.26PCB3b272015.26600.3160.795.26PCB4a417017.71600.4637.71PCB4b417017.71600.4637.71PCB4c417017.71600.4637.71PCB5227014600.240.74PCB6317016600.360.916PCB7317015.14600.310.775.14PCB8227033.45600.60.52PCB92270247035.6600.84PCB10a222013.74600.220.563.74PCB10b222013.74600.220.563.74PCB11222022.93600.360.445.86PCB12a236023.11600.380.476.22PCB12b236023.11600.380.476.22PCB12c236023.11600.380.476.22PCB13a417036.55600.98PCB13a417036.55600.98PCB13c417036.55600.98PCB14a252014.221600.250.564.221PCB14b252014.246600.250.644.246PCB15282035.55600.990.83PCB16a267035.17600.930.77叠合板编号叠合板X边长叠合板Y边长（mm）单层数量（个）单块叠合板面积（m2）单块叠合板厚叠合板体积单块叠合板重量（t）本层叠合板面积（m2）PCB16b267035.17600.930.77PCB17a2635312038.226024.66PCB17b312036.04600.91PCB12370292016.92600.0416.92KTB162028203600.30.265.25PCB2a332016.43600.3850.966.43PCB2b332016.43600.3850.966.43KTB262030.91600.150.142.73KTB362022701600.080.21PCB3a272015.26600.3160.795.26KTB462010,91600.050.140,91PCB3b272015.26600.3160.795.26YTB1a293514.75600.290.714.75PCB4a417017.71600.4637.71YTB1b293514.75600.290.714.75PCB4b417017.71600.4637.71YTB2a251034607.20.61PCB4c417017.71600.4637.71YTB2b251034607.20.61PCB52070227014600.240.74合计本层共计叠合板个数69本层叠合板体积共：32.272本层叠合板面积共：419.467PCB6317016600.360.916PCB7317015.14600.310.775.14PCB8227033.45600.60.522#、5#、8#楼叠合板PCB92270247035.6600.84PCB10a222013.74600.220.563.74PCB10b222013.74600.220.563.74PCB11222022.93600.360.445.86PCB12a236023.11600.380.476.22PCB12b236023.11600.380.476.22PCB12c236023.11600.380.476.22PCB13a417036.55600.98PCB13b417036.55600.98PCB13c417036.55600.98PCB14a252014.221600.250.564.221PCB14b252014.246600.250.644.246PCB15282035.55600.990.83PCB16a267035.17600.930.77PCB16b267035.17600.930.77PCB17a2635312038.226024.66叠合板编号叠合板X边长叠合板Y边长（mm）单层数量（个）单块叠合板面积（m2）单块叠合板厚叠合板体积单块叠合板重量（t）本层叠合板面积（m2）PCB17b312036.04600.91KTB162028203600.30.265.25KTB262030.91600.150.142.73PCB1aL312026600.720.9KTB362022701600.080.21PCB1bL312026600.720.9PCB1aR312026600.720.9KTB462010,91600.050.140,91YTB1a293514.75600.290.714.75PCB1bR312026600.720.9YTB1b293514.75600.290.714.75PCB2aL267025.15600.620.77YTB2a251034607.20.61PCB2bL267025.15600.620.77YTB2b251034607.20.61PCB2aR267025.15600.620.77合计本层共计叠合板个数69本层叠合板体积共：32.272本层叠合板面积共：419.467PCB2bR267025.15600.620.77PCB3aL417026.55600.790.98PCB3bL417026.55600.790.98PCB3cL417026.55600.790.98PCB3aR417026.55600.790.98PCB3bR417026.55600.790.98PCB3cR417026.55600.790.98合计本层共计叠合板个数28本层叠合板体积共：本层叠合板面积共：3#楼叠合板6#、9#楼叠合板叠合板编号叠合板X边长叠合板Y边长（mm）单层数量（个）单块叠合板面积（m2）单块叠合板厚叠合板体积单块叠合板重量（t）本层叠合板面积（m2）叠合板编号叠合板X边长叠合板Y边长（mm）单层数量（个）单块叠合板面积（m2）单块叠合板厚叠合板体积单块叠合板重量（t）本层叠合板面积（m2）PCB1aL292013.17600.190.473.17PCB12370292016.92600.426.92PCB1bL292013.17600.190.473.17PCB2a332016.43600.420.966.43PCB2aL2160342017.39600.447.39PCB2b332016.43600.420.966.43PCB2bL2160342015.15600.315.15PCB3a272015.26600.320.795.26PCB3aL462017.25600.437.25PCB3b272015.26600.320.795.26PCB3bL462017.25600.437.25PCB4a417017.71600.467.71PCB3cL462017.25600.437.25PCB4b417017.71600.467.71PCB3dL462017.25600.437.25PCB4c417017.71600.467.71PCB1aR292013.17600.190.473.17PCB5a417034.47600.80.67PCB1bR292013.17600.190.473.17PCB5b417034.47600.80.67PCB2aR2160342017.39600.447.39PCB5c417034.47600.80.67PCB2bR2160342017.39600.447.39PCB6282036600.91PCB3aR462017.25600.437.25PCB7a267035.16600.930.76PCB3bR462017.25600.437.25PCB7b267035.16600.930.76PCB3cR462017.25600.437.25PCB8a2635312038.226024.66PCB3dR462017.25600.437.25PCB8b312036.03600.89PCB4L2570337018.66600.528.66合计本层共计叠合板个数32本层叠合板体积共：本层叠合板面积共：185.37PCB4R2570337018.66600.520.678.66PCB5a302014.47600.270.674.47PCB5b302014.47600.270.674.47PCB5aR302014.47600.270.674.47PCB5bR302014.47600.270.674.47合计本层共计叠合板个数22本层叠合板体积共：7.95本层叠合板面积共：7#、10#、11#楼叠合板2#、5#、8#楼外围护墙2#、5#、8#楼外围护墙量（t）量（t）2-PCTC22-PCTC50.842PCWQ1-A2.392-PCTC62PCWQ2-A2-PCTC72PCWQ3-A2.122-PCTC80.842-PCTC12.862-PCTC92PCWQ5a-A2-PCTC102PCWQ5b-A2PCWQ4a-A2-PCTC30.842PCWQ4b-A2-PCTC41#、4#楼外围护墙量（t）量（t）1-PCTC12.121-PCTC80.841PCWQ3-A1-PCTC71PCWQ2-A2.391-PCTC61PCWQ1-A1-PCTC50.841-PCTC21-PCTC41PCWQ4b-A1-PCTC31PCWQ4a-A1PCWQ5b-A1-PCTC101PCWQ5a-A1-PCTC92.121.PC建筑特点2.本工程PC概况（7）预制装配式构件的产业化。所有预制构件全部采用在工厂流水加工制作，制作的产品直（1）、预制构件主要用于栋号楼的1-18层楼面以及内墙，分为3种构件类型：PC预制叠合一、项目管理组织架构全员料员验员料员算员工员全员料员验员料员算员工员械管理员二、主要管理人员岗位职责：4、负责组织和健全本工程质量保证体系，安全生产体系和防火体系，6、服从接受上级主管部门对质量、安全、财务、卫生的监督检7、负责对本工地业务技术骨干的管理和使用，监督检查8、负责经济分配，提倡集体研究，增强透明度，做到正确处理国2、遵照国家和地区颁发的规范、标准、规定，以及设计要求），4、负责组织各要素、工种熟悉图纸，统一归纳问题，做好图纸会审前5、在整个施工过程中，负责贯彻各项专业技术标准，严6、负责单位工程，分部分项工程的技术交底和安全生产技术交材料、新工艺应用的技术攻关和技术交底及安全技术教育，组织职工开展技术操作竞赛活动。8、负责单位工程的测量定位，找平、放线工作，负责技术复核，9、参加质量检查活动和技术会议，以及各阶段工程验收工作，负3、负责对职工进行定期和不定期安全教育，做好公司、7、对违章指挥、违章操作以及不遵守安全管理制度和2、负责对进场材料、构件、成品、半成品、设备、器材以及3、负责对分部分项工程的内部检测和等级评定，对不合5、负责对职工进行质量控制和职业道德教育。深入现场6、参加上级组织的质量检查活动，接受上级指导和批评，负责），5、负责安排各班组的具体施工任务，负责对班组进行技6、负责对工程材料、构件等的规格、型号、质量方面的检查和7、参与单位工程的测量定位、找平放线工作，参与隐8、参加质量检查活动和技术会议，以及各阶段工程验收工作，参2、选用科学、简捷和精度合理、相称的方法，合理选择正确3、严格审核使用数据（设计图纸，测量起始点位、数据4、建立一切定位、放线工作要自检、互检合格后，方可申请主管部门4、对所购材料、构件、设备的质量、规格、型号必须符合设计要求。8、施工用材料工具签发领料单，凭单发料，由领料人签认，材料（1）管理人员：施工现场叠合板安装主要施工员和安全员共同负责，并请叠合板厂家派专业四、吊装机械选型#、9#、10#、11#。编号型号幅度南北轴位东西轴位附着建筑基底标高安装高度徐工GT6018-8SX35N轴以北576217轴以东36391#楼北侧-6.4059.42#徐工GT6018-8SX30N轴以北397316轴以东2#楼北侧-6.40653#徐工GT6018-8SX35A轴以南477016轴以东53013#楼南侧-6.4056.64#徐工GT6018-8SXN轴以北469017轴以东38624#楼北侧-6.4065徐工GT6018-8SX30A轴以南349214轴以东47545#楼南侧-6.4059.46#徐工GT6018-8SX35A轴以南47066#楼南侧-6.4056.67#徐工GT6018-8SX35A轴以南401317轴以西3307#楼南侧-6.4059.4徐工GT6018-8SX30N轴以北405516轴以东8#楼北侧-6.4059.49#GT6018-35J轴以北429217轴以西9#楼北侧-6.4070.68SX5、堆放场地应平整、坚实，并设有排水措施；堆放区域应在塔吊工作范围内，堆垛之间宜设6、构件支垫应坚实，垫块在构件下的位置宜与脱模、吊装时的起吊位置一致；最下层放置通7、重叠叠放构件时，每层构件间的垫块应上下对齐，堆垛层数应根据构件、垫块的承载力确GT6018-8SX35A轴以南410617轴居中10#楼南侧-6.4062.2GT6018-8SX30A轴以南249217轴以东216311#楼南侧-6.4065定（叠合楼板不宜大于6层，梯段板每跺不超过5块），并应根据需要采取防止堆垛倾覆的措预制构件运至现场后，由项目专职质量员检查预制构件是否符合要求，检查项目见第五章PC1234565.1、技术准备1、重视设计交底工作，每次设计交底前，由项目工3、做好专业多工种施工劳动力组织，选择和培训熟练技术工人，按照各种工种的4、切实加强与建设单位、设计单位、预制构件加工制作单位以及相关单位的联系，及时加5、现场按照设计院提供的PC项目设计图纸，结合工程实际，编制具有可操作性的装配式混5.2、现场准备施工现场做到"三通一平"即路通、水通、电通和平整场地的准备，搭供的方案。PC构件生产时，构件厂已编号，转运装车时，使构件装车顺序与吊装顺序相吻合，尽PC构件生产时，构件厂已编号，转运装车时，使构件装车顺序与吊装顺序相吻合，尽量实现本工程构件按照构件形式分为本工程构件按照构件形式分为PC预制外墙、PC预制内墙、PC预制隔墙、PC预制本工程的本工程的PC构件在加工过程中，构件的吊钉、斜撑埋件、精调装置埋件、连接件埋件、木模2℃;降温不宜大于2℃;降温不宜大于10℃/h，蒸养制度为：PCPCPCPCPC吊装准导吊PC吊装初尤吊PC吊装初尤撑固PC微调青1#楼叠合板明细表【1#楼徐工XG6018,塔吊臂长35米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊额定起重量(4倍率）塔吊负载率mt块ttmmmt%PCB10.0610.221.0428.434.7231.52PCB2a0.060.9610.221.0430.174.7229.49PCB2b0.060.9610.221.0430.174.7229.49PCB3a0.060.7910.221.0427.944.7225.16PCB3b0.060.7910.221.0429.234.7225.16PCB4a0.0610.221.04274.7234.57PCB4b0.0610.221.0425.424.7234.57PCB4c0.0610.221.0423.935.8534.57PCB50.060.710.221.0422.85.8522.88PCB60.060.9110.221.0420.854.7228.22PCB70.060.7710.221.044.7224.66PCB80.060.5230.20.86421.044.72PCB90.060.8430.221.044.7226.44PCB10a0.060.5610.20.91221.044.72PCB10b0.060.5610.20.91221.044.72PCB110.060.4420.20.76821.044.72PCB12a0.060.4720.20.80421.044.72PCB12b0.060.4720.20.80421.044.72PCB12c0.060.4720.20.80421.049.54.72PCB13a0.060.9830.221.0422.64.7226.18PCB13b0.060.9830.221.0421.954.7226.18PCB13c0.060.9830.221.0420.534.7226.18PCB14a0.060.5610.20.9121.044.72PCB14b0.060.6410.2121.044.7221.18PCB150.060.8330.221.0420.815.8521.31PCB16a0.060.7730.221.0423.464.7224.661-PCTC50.20.8410.221.0420.15.8521.33PCB16b0.060.7730.221.04254.7224.661-PCTC40.210.221.0428.964.7240.67PCB17a0.0630.221.0424.154.7234.571-PCTC30.210.22.2221.0431.43.9256.63PCB17b0.060.9130.221.0425.684.7228.221PCWQ5b-A0.210.221.0431.13.9245.91KTB10.060.2630.20.55221.044.72KTB20.060.1430.20.40821.044.728.641PCWQ5a-A0.210.221.0430.464.7234.06KTB30.060.2110.20.49221.0421.934.72KTB40.060.1410.20.40821.0423.754.728.644#楼叠合板明细表【4#楼徐工XG6018,塔吊臂长50米】YTB1a0.060.7110.221.0428.214.7223.09YTB1b0.060.6110.20.97221.04264.7220.59YTB2a0.060.7130.221.0424.074.7223.09YTB2b0.060.6130.20.97221.0424.54.7220.591#楼PC外围护墙构件明细表【1#楼徐工XG6018,塔吊臂长35米】1-PCTC10.22.8610.23.67221.0426.494.7277.791PCWQ3-A0.22.1210.22.78421.045.8547.581PCWQ2-A0.210.22.2821.045.8538.97板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊负载率1PCWQ1-A0.22.3910.23.10821.045.8553.12mt块ttmmmt%1-PCTC20.210.22.00421.0422.25.8534.25PCB10.0610.220.8920.4227.124.67931.81PCWQ4b-A0.210.221.0425.25.8534.05PCB2a0.060.9610.220.8920.4229.644.67929.74PCB2b0.060.9610.220.8920.4230.784.67929.741PCWQ4a-A0.210.221.0426.164.7236.86PCB3a0.060.7910.220.8920.4226.644.67925.39PCB3b0.060.7910.220.8920.4227.914.67925.391-PCTC100.210.22.2221.0426.944.7247.03PCB4a0.0610.220.8920.4225.635.828.131-PCTC90.210.221.0424.835.8526.66PCB4b0.0610.220.8920.4224.075.828.131-PCTC80.20.8410.221.045.8521.33PCB4c0.0610.220.8920.4222.575.828.131-PCTC70.210.221.045.8532.41PCB50.060.710.220.8920.4223.045.81-PCTC60.210.221.045.8532.61PCB60.060.9110.220.8920.4221.025.822.961PCWQ3-A0.22.1210.22.7842.78420.8920.425.848PCB70.060.7710.220.8920.425.820.06PCB80.060.5230.20.86420.8920.425.81PCWQ2-A0.210.22.2820.8920.425.839.31PCB90.060.8430.220.8920.425.821.51PCB10a0.060.5610.20.91220.8920.425.81PCWQ1-A0.22.3910.23.10820.8920.425.853.5822.PCB10b0.060.5610.20.91220.8920.425.81-PCTC20.210.22.00420.8920.4222.55.834.55PCB110.060.4420.20.76820.8920.425.81PCWQ4b-A0.210.220.8920.4225.35.834.34PCB12a0.060.4720.20.80420.8920.425.8PCB12b0.060.4720.20.80420.8920.425.8PCB12c0.060.4720.20.80420.8920.428.145.81PCWQ4a-A0.210.220.8920.4226.224.6737.25PCB13a0.060.9830.220.8920.4221.275.821.31PCB13b0.060.9830.220.8920.4221.65.821.311-PCTC100.210.22.2220.8920.4226.844.6747.531-PCTC90.210.220.8920.4224.625.826.89PCB13c0.060.9830.220.8920.4222.865.821.311-PCTC80.20.8410.220.8920.425.821.51PCB14a0.060.5610.20.9120.8920.425.8PCB14b0.060.6410.2120.8920.425.81-PCTC70.210.220.8920.425.832.68PCB150.060.8330.220.8920.4222.725.821.51-PCTC60.210.220.8920.425.832.89PCB16a0.060.7730.220.8920.4223.435.820.061-PCTC50.20.8410.220.8920.425.821.51PCB16b0.060.7730.220.8920.4224.885.820.061-PCTC41-PCTC30.20.2110.20.22.2220.8920.8920.4220.4227.554.674.6741.1147.53PCB17a0.0630.220.8920.4226.14.6734.9430.07PCB17b0.060.9130.220.8920.4227.384.6728.521PCWQ5b-A0.210.220.8920.4229.934.6738.54KTB10.060.2630.20.55220.8920.4221.485.89.51KTB20.060.1430.20.40820.8920.425.87.031PCWQ5a-A0.210.220.8920.4229.284.6734.43KTB30.060.2110.20.49220.8920.4221.785.88.48KTB40.060.1410.20.40820.8920.4228.734.678.732#、5#楼叠合板明细表【2#、5#楼徐工XG6018,塔吊臂长30米】YTB1a0.060.7110.220.8920.4226.864.6723.34YTB1b0.060.6110.20.97220.8920.4224.645.8YTB2a0.060.7130.220.8920.4222.705.8YTB2b0.060.6130.20.97220.8920.4224.25.84#楼PC外围护墙构件明细表1-PCTC10.22.8610.23.67221.0426.494.7277.79板编号板编号厚度厚度单块裸重单块裸重每层每层数量动载动载系数实际吊重实际吊重卸车卸车距离堆放距堆放距离离塔吊额定起塔吊额定起重量(4倍率）塔吊负塔吊负载率PCB17a0.0630.20.4080.40822.2121.0426.984.878.37PCB17b0.060.9130.20.49222.2121.0428.184,87mt块ttmmmt%KTB10.060.2630.20.40822.2121.04224.878.37PCB10.0610.222.2121.0425.494.8730.55KTB20.060.1430.222.2121.044.8723.9PCB2a0.060.9610.222.2121.0427.964.8728.58KTB30.060.1410.222.2121.0420.874.8733.51PCB2b0.060.9610.222.2121.0429.124.8728.58KTB40.060.1410.222.2121.0422.184.8727.35PCB3a0.060.7910.222.2121.0424.984.8724.39YTB2a0.060.6130.20.97222.2121.0422.814.87PCB3b0.060.7910.222.2121.0426.274.8724.39YTB2b0.060.6130.20.97222.2121.0424.664.87PCB4a0.0610.222.2121.0424.044.8733.512#、5#楼PC外围护墙构件明细表【2#、5#楼徐工XG6018,塔吊臂长30米】PCB4b0.0610.222.2121.0422.484.8733.512-PCTC20.210.22.50822.2121.0423.596.0541.45PCB4c0.0610.222.2121.04214.8733.512PCWQ1-A0.22.3910.23.10822.2121.046.0551.37PCB50.060.710.222.2121.0421.384.8722.172PCWQ2-A0.210.22.22822.2121.046.0536.82PCB60.060.9110.222.2121.044.8727.35PCB70.060.7710.222.2121.0421.124.8723.9PCB80.060.5230.20.86422.2121.044.872PCWQ3-A0.22.1210.22.78422.2121.046.0546.01PCB90.060.8430.222.2121.044.8725.62PCB10a0.060.5610.20.91222.2121.044.872-PCTC10.22.8610.23.67222.2121.04256.0560.692PCWQ5a-A0.210.222.2121.0427.554.8733.01PCB10b0.060.5610.20.91222.2121.044.87PCB110.060.4420.20.76822.2121.044.872PCWQ5b-A0.210.222.2121.0428.214.8732.77PCB12a0.060.4720.20.80422.2121.049.54.87PCB12b0.060.4720.20.80422.2121.044.872-PCTC30.210.22.2222.2121.0428.434.8745.58PCB12c0.060.4720.20.80422.2121.044.87PCB13a0.060.9830.222.2121.044.8725.372-PCTC40.210.222.2121.0425.944.8739.422-PCTC50.20.8410.222.2121.046.0520.62PCB13b0.060.9830.222.2121.04224.8725.372-PCTC60.210.222.2121.046.0531.53PCB13c0.060.9830.222.2121.0423.384.8725.372-PCTC70.210.222.2121.046.0531.33PCB14a0.060.5610.222.2121.044.8720.692-PCTC80.20.8410.222.2121.046.0520.62PCB14b0.060.6410.222.2121.044.8723.9PCB150.060.8330.222.2121.044.8733.512-PCTC90.210.222.2121.0425.186.0525.782-PCTC100.210.22.2222.2121.0427.524.8745.58PCB16a0.060.7730.222.2121.0424.24.8727.352PCWQ4a0.210.222.2121.0427.54.8740.65PCB16b0.060.7730.20.55222.2121.0425.534.87-Amtt块块tttmmmmmmtt%%2PCWQ4b-A0.210.222.2121.0427.24.8740.86PCB1aL0.060.920.227.3526.2630.874.7227.96PCB1bL0.060.920.227.3526.2629.674.7227.96PCB1aR0.060.920.227.3526.264.7227.96PCB1bR0.060.920.227.3526.264.7227.96PCB2aL0.060.7720.227.3526.2627.334.7224.66PCB2bL0.060.7720.227.3526.2626.534.7224.66PCB2aR0.060.7720.227.3526.264.7224.66PCB2bR0.060.7720.227.3526.264.7224.66PCB3aL0.060.9820.227.3526.2624.744.7230PCB3bL0.060.9820.227.3526.2623.074.7224.66PCB3cL0.060.9820.227.3526.2621.434.7224.66PCB3aR0.060.9820.227.3526.264.7224.66PCB3bR0.060.9820.227.3526.264.7224.66PCB3cR0.060.9820.227.3526.264.7224.663#楼叠合板明细表【3#楼徐工XG6018,塔吊臂长35米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊负载率6#、9#楼叠合板明细表【6#、9#楼徐工XG6018,塔吊臂长35米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊额定起重量(4倍率）塔吊负载率mtt块块tttmmmmmmtt%%mtt块块tttmmmmmmtt%%PCB1aL0.060.4710.20.8021.855.85PCB10.0610.224.2425.643.9237.95PCB1bL0.060.4710.20.8021.855.85PCB2a0.060.9610.224.2425.983.9235.51PCB2aL0.0610.221.8521.335.8526.66PCB2b0.060.9610.224.2425.223.9235.51PCB2bL0.0610.221.8522.965.8526.66PCB3a0.060.7910.224.2422.83.9230.3PCB3aL0.0610.221.8520.545.8526.15PCB3b0.060.7910.224.2421.923.9230.3PCB3bL0.0610.221.855.8526.15PCB4a0.0610.224.2420.243.9241.63PCB3cL0.0610.221.855.8526.15PCB4b0.0610.224.243.9241.63PCB3dL0.0610.221.855.8526.15PCB4c0.0610.224.243.9241.63PCB1aR0.060.4710.20.8021.855.85PCB5a0.060.6730.224.243.9226.63PCB1bR0.060.4710.20.8021.855.85PCB5b0.060.6730.224.243.9226.63PCB2aR0.0610.221.855.8526.66PCB5c0.060.6730.224.24203.9226.63PCB2bR0.0610.221.855.8526.66PCB60.060.9130.224.2424.183.9233.97PCB3aR0.0610.221.855.8526.15PCB7a0.060.7630.224.2422.593.9229.38PCB3bR0.0610.221.855.8526.15PCB7b0.060.7630.224.2421.73.9229.38PCB3cR0.0610.221.855.8526.15PCB8a0.0630.224.2425.873.9243.16PCB3dR0.0610.221.855.8526.15PCB8b0.060.8930.224.2424.83.9233.36PCB4L0.0610.221.855.8530.76PCB4R0.0610.221.855.8530.76PCB5a0.060.6710.221.855.85PCB5b0.060.6710.221.855.85PCB5aR0.060.6710.221.855.85PCB5bR0.060.6710.221.855.857#楼叠合板明细表【7#楼徐工XG6018,塔吊臂长35米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊负载率8#楼叠合板明细表【8#楼徐工XG6018,塔吊臂长30米】PCB16b0.060.7730.20.5520.55226.83244.8733.51板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊负载率PCB17a0.0630.20.40826.8325.354.8733.51PCB17b0.060.9130.20.49226.8326.64.87mt块ttmmmt%KTB10.060.2630.20.40826.8320.84.878.37PCB10.0610.226.8326.954.8730.55KTB20.060.1430.226.834.8723.9PCB2aPCB2b0.060.060.960.96110.20.226.8326.83294.874.8728.2828.28KTB30.060.1410.226.8321.584.8733.5129.2KTB40.060.1410.226.8323.14.8727.35PCB3a0.060.7910.226.8326.324.8724.39YTB2a0.060.6130.20.97226.8322.054.87PCB3b0.060.7910.226.8327.534.8724.39YTB2b0.060.6130.20.97226.8323.284.87PCB4a0.0610.226.8325.24.8733.518#楼PC外围护墙构件明细表【8#楼徐工XG6018,塔吊臂长30米】PCB4b0.0610.226.8323.564.8733.512-PCTC20.210.22.50826.8321.874.8751.49PCB4c0.0610.226.83224.8733.512PCWQ1-A0.22.3910.23.10826.834.8763.81PCB50.060.710.226.8322.754.8722.17PCB60.060.9110.226.8320.664.8727.352PCWQ2-A0.210.22.22826.834.8745.74PCB70.060.7710.226.834.8723.9PCB80.060.5230.20.86426.834.872PCWQ3-A0.22.1210.22.78426.834.8757.16PCB90.060.8430.226.834.8725.62PCB10a0.060.5610.20.91226.834.872-PCTC10.22.8610.23.67226.8325.184.8775.42PCWQ5a-A0.210.226.83294.8733.01PCB10b0.060.5610.20.91226.834.87PCB110.060.4420.20.76826.834.872PCWQ5b-A0.210.226.8329.54.8732.77PCB12a0.060.4720.20.80426.834.87PCB12b0.060.4720.20.80426.839.724.87PCB12c0.060.4720.20.80426.837.64.872-PCTC30.210.22.2226.8329.694.8745.58PCB13a0.060.9830.226.8320.634.8725.372-PCTC40.210.226.8327.114.8739.422-PCTC50.20.8410.226.834.8725.62PCB13b0.060.9830.226.8320.74.8725.372-PCTC60.210.226.834.8739.17PCB13c0.060.9830.226.8321.974.8725.372-PCTC70.210.226.834.8738.93PCB14a0.060.5610.226.834.8720.69PCB14b0.060.6410.226.834.8723.92-PCTC80.20.8410.226.834.8725.62PCB150.060.8330.226.83224.8733.512-PCTC90.210.226.8323.734.8732.032-PCTC100.210.22.222.2226.83264.8745.58PCB16a0.060.7730.226.8326.64.8733.512PCWQ4a-A0.210.226.8325.54.8740.65PCB2a0.060.9610.223.6225.2826.2426.243.9235.51PCB2b0.060.9610.223.6225.2825.473.9235.512PCWQ4b-A0.210.226.8324.694.8740.86PCB3a0.060.7910.223.6225.28233.9230.3PCB3b0.060.7910.223.6225.2822.173.9230.3PCB4a0.0610.223.6225.2820.53.9241.63PCB4b0.0610.223.6225.283.9241.63PCB4c0.0610.223.6225.283.9241.63PCB5a0.060.6730.223.6225.283.9226.63PCB5b0.060.6730.223.6225.283.9226.63PCB5c0.060.6730.223.6225.283.9226.63PCB60.060.9130.223.6225.28243.9233.97PCB7a0.060.7630.223.6225.2822.433.9229.38PCB7b0.060.7630.223.6225.2821.523.9229.38PCB8a0.0630.223.6225.2825.73.9243.16PCB8b0.060.8930.223.6225.2824.63.9233.3610#楼叠合板明细表【10#楼徐工XG6018,塔吊臂长35米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊额定起塔吊负载率mt块ttmmmt%PCB10.0610.223.6225.2825.893.9237.9511#楼叠合板明细表【11#楼徐工XG6018,塔吊臂长30米】板编号厚度单块裸重每层数量动载系数实际吊重卸车距离堆放距离离塔吊负载率mt块ttmmmt%PCB10.0610.225.9223.34.8730.55接的部位才有本程序施工）→调整钢筋→现浇混凝土施工→PC结构施工→本层主体结构施工完毕a楼层面结构完结构弹线,尺寸预制构件编号弹控制线支撑连接件设置复核现浇柱与墙板钢筋结构连接内墙板支莫叠合楼板、阳台板底非撑叠合楼板、阳台板吊水平结构梁、板、止水构造件设置安装接的部位才有本程序施工）→调整钢筋→现浇混凝土施工→PC结构施工→本层主体结构施工完毕a楼层面结构完结构弹线,尺寸预制构件编号弹控制线支撑连接件设置复核现浇柱与墙板钢筋结构连接内墙板支莫叠合楼板、阳台板底非撑叠合楼板、阳台板吊水平结构梁、板、止水构造件设置安装PCB2a0.060.9610.225.9223.724.8728.28PCB2b0.060.9610.225.92234.8728.28PCB3a0.060.7910.225.9220.54.8724.39PCB3b0.060.7910.225.924.8724.39PCB4a0.0610.225.924.8733.51PCB4b0.0610.225.924.8733.51PCB4c0.0610.225.924.8733.51PCB5a0.060.6730.225.924.8721.43PCB5b0.060.6730.225.924.8721.43PCB5c0.060.6730.225.92214.8721.43PCB60.060.9130.225.9225.14.8727.35PCB7a0.060.7630.225.9223.654.8723.65PCB7b0.060.7630.225.9222.964.8723.65PCB8a0.0630.225.92274.8734.74PCB8b0.060.8930.225.9226.134.8726.85b层现浇柱、梁、板砼浇筑灌浆施工：【灌浆钢筋（下端）与现浇钢筋连接→安放套板】（只有现浇结构与PC结构相连分解图一：楼层弹线，并测量水平标高，根据PC板编号于楼面对号入座，塔吊采用顺时针方安放钢套板示意图4.1PC外围护墙吊装就位→临时固定→脱钩、校正→锚固筋安装、梳理）→现浇剪力墙板吊装1、外墙板施工工况二：各逐块吊装的装配构件搁（放）置点（b）根据给定的水准标高、控制轴线引出层水平标高线、轴线，然后按水平标高线、轴线安（c）吊装就位后，采用靠尺检验挂板的垂直度、铅锤等进行垂直度的检测，如有偏差用调节），2.预制阳台板4.2高强灌浆施工根据图纸和设计要求，本工程PC结构外墙板内的灌浆套筒内采用灌浆机将高强灌浆料灌注植等工具若干；准备检验强度用试模，可选用1栋号房的施工材料和机械，根据调查和PC设计等需求，再结合本项目5栋房施工特点，我司计用水，使用其它水源时，应符合《混凝土拌和用水标准》（JGJ63）的规定。灌浆料的加水量一般控制在13%~15％之间（重量比：灌浆料：水=1：0.13~0.高强无收缩灌浆料的拌和采用手持式搅拌机搅拌，搅拌时间3~5分钟。搅拌完的停放时间增长，其流动性降低。自加水算起应在40分钟内用完。灌浆料未用完应丢弃，不得二次将搅拌好的灌浆料倒入螺杆式灌浆泵，开动灌浆泵，控制灌浆料流速在0.8-1.2L/min,待有4.3叠合楼板吊装放线→搭设板底独立支撑→预制板吊装→预制5.15.1夏期混凝土施工温控的重要性混凝土浇筑后水泥水化热促使混凝土内部温度急剧上升，混凝土内部温度可达60℃以上，乃至更高。因此，在夏期浇筑混凝土，由于温度过高易产生表面干缩裂缝。随气候转变，气温日渐下降，混凝土内部热量不易散发，造成混凝土内外温差梯及结构物整体性和稳定性，因此，做好夏期混凝土施工的温控工作是5.25.2夏期混凝土施工温控方案及措施(1)混凝土搅拌站料斗、皮带运输机、搅拌机采取遮阳措施，避(1)混凝土搅拌站料斗、皮带运输机、搅拌机采取遮阳措施，避(2)在进行混凝土搅拌前，除对骨料含水率进(3)混凝土搅拌过程在按照规定的方法和频次对混凝土的坍落度(1)采用混凝土运输搅拌车包裹湿布保温降温的措施运输混凝土，混凝土(1)混凝土浇筑根据施工方量选择在夜间浇筑而避开炎热的白天，在进行混凝(2)夏（热）期浇筑混凝土前，作好充分施工准备，保证混凝土(7)在混凝土浇注完毕后，对于混凝土的裸露面，及时采用覆盖塑料薄膜、覆盖土注到冷却水管标高后,立即开始通水,目的是有效降低混凝土水化热最高温升值后加快混凝土内部散热降温。并控制混凝土降温速率1.5℃/d而定。后加快混凝土内部散热降温。并控制混凝土降温速率1.5℃/d而定。度测温线,测量临近散热管的温度值,保证进水温度和混凝土内部温度差值控制控制混凝土的内外温差满足要求，控制一般混凝土控制混凝土的内外温差满足要求，控制一般混凝土(4)混凝土强度满足要求后可拆除模板。拆模前进行温度测量。(4)混凝土强度满足要求后可拆除模板。拆模前进行温度测量。(5)为了防止气候骤然变化混凝土产生过大的温差应力，混凝土5.3、质量保证措施5.3、质量保证措施(1)加强施工中的温度观测，重视温度管理，控制实际温度差小(1)加强施工中的温度观测，重视温度管理，控制实际温度差小5.4、附：混凝土的出机温度和浇筑温度计算5.4、附：混凝土的出机温度和浇筑温度计算TTTT6.26.2落地式脚手架设计见下表 16.36.3悬挑式脚手架设计见下表mmm6.4花篮式盘扣悬挑脚手架设计参数15、PC构件吊装时，起吊、回转、就位与调整各阶段应有可靠的操作与防护措施，以防止PC8、吊具脱钩：安装完成且可靠受力后，吊装即算完成，拆除吊具，起吊，准备下一构件的吊3、叠合板现浇层最小厚度的规定考虑了楼板整体性要求以及管线预埋、面筋钢铺设、施工误并按图纸绑扎板负弯矩钢筋，浇筑叠合层混凝土，使预制层与叠合层形成整体项目。预制板厚为50mm，后浇叠合层为75mm。薄板搁置在现浇梁（板）上，砼同时浇浇筑。现浇梁（板）侧模上口塞缝选用干硬性砂浆并掺入水泥用量5%的防水粉。填缝材料应分两次压实填平，两次施工时板底批腻子时，在板缝处贴一层10cm宽4）浇筑叠合层混凝土时，应特别注意用平板振动器振捣密实，以保证与薄板结合成整体。同时要求布料均匀，布料堆积高度严格按现浇层荷载加施工荷载1KN/㎡控制。浇筑后，采用覆盖浇（3）底板起重吊装。起重机械4个吊装点吊装，底板吊装时应慢起慢落，并相撞。吊索与构件水平夹角不宜小于60°,不应小于45°。本工程大量采用桁架钢筋混凝土叠合板，主要使用部位为单体的2F-18F楼面采用桁架钢筋混2、《建筑施工承插盘扣式钢管支架安全技术规范》JGJ24、《建筑结构荷载规范》GB5000一、工程属性二、荷载设计施工人员及设备产生的荷载标准31Q3k作用位置距离支架底的距离h3(m)D类(有密集建筑群且房屋较高市风荷载计算高9风压高度变化风荷载体型系三、支撑体系设计平行立杆纵向支架可调托座支撑点至顶层水平正常使用极限1111叠合楼板剖面图(支架纵向)四、预制楼板验算q1=γ0×[1.3×(G1k+(G2k+G3k)×h1)+1.5×γL×Q1k]×b=1×[1.3×(1.5+(24+1.1)×0.07)+1.5×0.9×3]×G(G1k+(G2k+G3k)×h1)+γQ×γL×Q1k)×b=预制楼板计算简图一h0αs=Mmax/(α1fcbh02)=0.746×106/(1×14.3×1000×452)=0.026γs=0.5×[1+(1-2αs)0.5]=0.5×[1+(1-2×0.026)0.5]=0.987As=Mmax/(γsfyh0)=0.746×106/(0.987×360×45)=46.63mm2AS2=471.239mm2≥As=46.63mm2ν=0.086mm≤[ν]＝L/200＝900/2五、主梁验算1q1=γ0×[1.3×(G1k+(G2k+G3k)×h1)+1.5×γL×Q1k]×b=1×[1.3×(1.5+(24+1.1)×0.07)+1.5×0.9×3]×主梁承受的荷载设计值q=q1+g=7.45G(G1k+(G2k+G3k)×h1)+γQ×γL×Q1k)×b=(1×(主梁承受的荷载标准值q，=q2+g，=5.631主梁计算简图一Mmax=0.742kN·m≤[M]=2.7kN·mVmax=4.165kN≤[V]=8.5kN六、可调托座验算七、立杆验算Φ48×3Φ48×3查表得，φ=0.739N=Max[R1,R2,R3]+1×γG×q×H=Max[3.35,8.329,3.35]+1×1.3×0.15×2.95=8f=N/(φ1A)＝8.904×103/(0八、抗倾覆验算MT=γ0×γLφwγQ(ωkL1Hh4+Q3kL1h3)=1×0.9×0.9×1.5×(0.166×47.9×2.95×2.95+0.55×47.9×MT=174.34kN·m≤MR=8831.397kN·mMR=γG[(G2k+G3k)×h1+(G1k+0.15H/(lalb))]L1B12/2=0.9×[(24+1.1)×0.07+(1.5+0.15×2.95/(0.9×0.9))]×47.9×14.152/2=16414MT=596.738kN·m≤MR=16414.251kN·m九、立杆支承面承载力验算【本项简化计算了部分要点，建议采用“一般性楼盖验算”模块进行详细的楼板承载力复核计算】7根据《混凝土结构设计规范》GB50010Fl≤(0.7βhft+0.25σpc,m)ηumh0ftσpc,m临界面周长上两个方向混凝土有效预压应力按长度的加权平均值，其值控制在1.0-3.5N/㎜2范围内umh0η12=0.5+as×h0/4Umη2局部荷载或集中反力作用面积为矩形时的长边与短边尺寸比较，βs不宜大于4：当βs<2时取βs=2，当面积为圆形时，取βs=2在本工程计算中为了安全和简化计算起见，不考虑上式中σpc,m之值，将um=2[(a+h0)+(b+h0)]=1040mmF=(0.7βhft+0.25σpc，m)ηumh0=(0.7×1×0.829+0.25×0)×1×10根据《混凝土结构设计规范》GB50010Fl≤1.35βcβlfcAlnfc混凝土轴心抗压强度设计值；可按本规范表βl=(Ab/Al)1/2l=(Ab/Al)1/2=[(a+2b)×(b+2b)/(ab)]1/2=[(400)×(300)/(200×100)]1/2=2.449，Aln=ab=20000mm2F=1.35βcβlfcAln=1.35×1×2.449×8.294×20000/1000=548.534kN≥F1=8.904kN建筑结构考虑结构设计使用年限11本工程PC构件的堆场及水平运输道路均在地下室顶板上，必须在地下室顶板通行，因此采取4、《建筑施工承插型盘扣式钢管支架安全技术规程》JGJ231一、参数信息根据刚度分配撑共同承担上部所110楼板钢筋混凝土自重标准值G1k回顶支撑每米高度自重标准值G2k（kN/m2）覆土前临时道路同时通过车辆最覆土前车辆荷载根据车辆轮压扩5顶板作为临时道路时混凝土是否是二、设计简图F(1)/(Et1h13)＝F(2)/(Et2h23)＝F(3)/三、荷载计算四、顶板承载力验算临时道路部位顶板最小设计活荷是顶板作为临时道路时混凝土是否是则有：各楼层荷载分摊F(i)＝Q总EtihiF(0)=211.4×31500×0.253/(31500×0.253+31500×0.353)=56.464kN/m2F(0)=56.464kN/m2<Fmin=60.657kN/m2F(d)=211.4×31500×0.353/(31500×0.253+31500×0.353)=154.936kN/m2五、支撑结构验算承插型盘扣式《建筑施工承插型盘扣式钢管支架安全技术规程》道路均在地下室顶板上时，采取盘扣式钢管临时支撑在地下室对顶板进行一次性立杆纵横立杆伸出顶层水平杆中心线至支各层楼板分摊荷载最大值Qmax=Fd=154.936=15【N】=180kN≥N=55.777kNk----悬臂端计算长度折减系数，可取0.7；λ=l0/i=1200/15.9=75.472≤[λ]=制构件验收包括外观质量、几何尺寸、外观质量、几何尺寸,要求逐块检查.少量不影响结构性能连接部连接部位有基本不影响结构传力性能有不影响使用功能达到预件允许偏差外表面仅有不影响使用功能内表面允许少量沾污等不影响结构使用功能和结构尺寸合设计图纸的标准进行检查.度度钢尺量一端及中部取其中偏差绝对值较大处5拉线钢尺测量侧向弯板板55标5差253（2）、预制构件在脱模起吊前应进行吊装验算，且脱模起吊的吊点应与后期其他施工环节吊2、CGM灌浆料应符合《水泥基灌浆料技术规范》GB/T50448-2015的相关要求,主要材料力学标0查>0，≤+15mm升温、降温速度不应超过20℃/h，最高养护温度不超过70℃,预制构件出池的表面温度与环境温述管理措施，可以有效避免养护时间不足、同类型措施、构建叠放层数是否合理、预应力构件是否针对起拱值和堆正确；深化图中吊筋的位置设置是否合理。如建筑本身结构较为复杂，监理项目组可采用BIM技2、凡患有高血压、低血压、严重心脏病、贫血症以及其他不适应高处作业的人员严禁进行吊5、吊机落钩前应明确位置，摆正构件，避免无目的随意摆放。构件下要垫放枕木以利于取出8、起吊用吊梁、吊索等工具应使用符合设计和国家标准，经相关部门批准的指定系列专用工（1）起重机的行驶道路必须平坦坚实，松软土层要进行处理。必要（2）应尽量避免超载吊装。在某些特殊情况下难以避免时，应采取措施，如：在起重机吊杆（3）禁止斜吊。斜吊是指所要起吊的重物不在起重机起重臂顶的正下方，因而当将捆绑重物（7）起重吊装的指挥人员必须持证上岗，作业时应与起重机驾驶员密切配合，执行规定的指（8）严禁起吊重物长时间悬挂在空中，作业中遇突发故障，应采取措施将重物降落到安全地（9）起重机的吊钩和吊环严禁补焊。当吊钩吊环表面有裂纹、严重磨损或危险断面有永久变（1）操作人员在进行高处作业时，必须使用安全带。安全带一般应高挂低用，即将安全带绳（2）在高处使用撬杠时，人要立稳，如附近有脚手架或已安装好的构件，应一手扶住，一手（4）登高用梯子必须牢固。梯脚底部应坚实，不得垫高使用。梯子的上端应有固定措施。立（8）安装有预留孔洞的楼板或屋面板时，应及时用木板盖严，或及时设置防护栏杆、安全网（4）地面操作人员，应尽量避免在高空作业面的正下方停留或通过，也不得在起重机的起重（5）构件安装后，必须检查连接质量，只有连接确实安全可靠，才能松钩或拆除临时固定工（1）吊装工程施工组织设计中，必须有现场电气线路设备位置平面图。现场电气线路和设备5（3）起重机不得靠近架空输电线路作业。起重机的任何部位与架空输电线路的安全距离不得工工作时为60~80V，要求手把线质量良好，如有破皮情况，必须及时用胶布严密包扎。电焊机的（9）在雨天或潮湿地点作业的人员，应穿戴绝缘手套和绝缘鞋。大风雪后，应对供电线路进12346134212装配式结构的施工全过程中，应采取防止预制构件及预制构件上的建筑附件、预埋件、预埋吊件等损伤或污染的保护措施。构件厂完成的产品保护措施应延伸到工程竣工，避免工地进行大2、构件堆放支垫应坚实，垫块在构件下的位置宜与脱模、吊3、重叠叠放构件时，每层构件间的垫块应上下对齐，堆定（叠合楼板不宜大于6层，楼梯每跺不超过5块堆放时间不宜超4、装配整体式结构连接部位后浇混凝土或灌浆料强度达到设计要求，6、不得在板上任意凿洞，板上如需要打洞，应用机械