某装配式建筑工程预制构件吊装施工方案.docx

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1、某装配式建筑工程预制构件吊装施工方案编制：审核：审批：XX建筑有限公司年月日目录1施工方案41I施工准备41预制构件准备82吊装设备准备93加工工具、吊装材料准备9113劳动力准备101安全生产管理人员102吊装作业人员101.1.4施工现场准备102道路两侧应做好排水措施。101. 1.5施工场外准备101.3 .1轴线定位、标高测设1113.2垫块测设（当所有墙板线弹完后，开始垫块位置测量工作）113当墙板下超过三组垫块时，中间垫块比两边低Imn1。116垫块规格表111.4 外墙板吊装1.4.1工艺流程111.5 叠合梁吊装121.6内墙板、隔墙板吊装131.7剪力墙、柱钢筋绑扎、水电管

2、线预埋、模板安装1318叠合楼板、梯段吊装134根据标高，轴线、图纸精确调节安装位置后取钩。146梯段吊装时与梯段有关联的剪力墙、柱碎先浇筑完成。1419外围防护栏杆搭设142质量保障措施142.1编制吊装顺序142.2进出场检查144.3构件起吊前检查154.4测量152. 5安装153施工安全保障163. 1吊装工程的施工特点165.2人的不安全因素165.3物的不安全状态164重点、难点及持续改进164.1吊装工程重点164.2吊装工程难点174.3持续改进171施工方案1.1 施工准备1.1.1 技术准备1熟悉、审查施工图纸和有关的设计资料，检查图纸是否齐全，图纸本身有无错误和矛盾，设

3、计内容与施工条件能否一致，各工种之间搭接配合有否问题等。同时熟悉有关设计数据，结构特点及土层、地质、水文、工期要求等资料。2根据图纸及公司吊装手册，按照：外墙板一I段梁、内隔墙板一2段梁、内隔墙板一3段梁、内隔墙板一1段叠合楼板一2段叠合楼板一3段叠合楼板的原则，合理的编排吊装顺序图表。2.1夕卜墙板吊装顺序吊装顺序墙板编号构建类型长(M)高(M)厚(MM)重量(T)1WXZ202(1)外墙板7.32.931004.152WYZ401(1)外墙板3.382.931002.483WXZ302(1)外墙板3.052.751601.184WXZ303(1)外墙板5.912.931603.65WrYZ

4、601(1)外墙板3.82.82002.936WYZ602(1)外墙板1.662.782001.277WXZ505(1)外墙板5.472.931603.258WXZ504(1)外墙板3.222.931602.369WYZ403(1)外墙板2.32.821601.410WXZ604(1)外墙板3.282.931602.611WYZ502(1)外墙板6.162.931604.512WXZ702(1)外墙板7.042.93160413WYZ302(1)外墙板1.662.782001.2714WXZ701(1)外墙板7.042.93160415WYZ103(1)外墙板6.162.931604.516W

5、XZ60K1)外墙板3.282.931602.617ttrYZ204(1)外墙板3.22.821602.0218WXZ502(1)外墙板5.812.931603.7519WXZ501(1)外墙板3.452.931602.1520WYZ102(1)外墙板6.972.931604.121WrYZ1O1(I)外墙板3.452.931603.4822WXZ1O1(I)外墙板3.452.931602.823WXZ102(1)外墙板6.352.931605.124WYZ20K1)外墙板3.362.931602.72.2一段叠合梁、墙板吊。段顺序吊装顺序号墙板编号构件类型长(M)高(M)厚(MM)重量(T)

6、1K1X201叠合梁3.680.382000.72K1X301叠合梁1.830.332000.343WYG80K1)隔墙板3.072.791002.144K1X302叠合梁4.630.382000.875WYG802(1)隔墙板3.672.791002.176K1X403叠合梁4.630.332000.877K1X402叠合梁2.230.382000.428K1Y401叠合梁1.40.382000.269WYZ50K1)内墙板3.82.82002.4110WYZ402(1)内墙板2.52.82001.9311WXZ402(1)内墙板4.32.82002.9212WYG601(1)隔墙板1.88

7、2.791001.3113WYG50K1)隔墙板1.882.791000.7714WXG20K1)隔墙板2.082.793002.0315WYG702(1)隔墙板1.382.792000.916WYG701(1)隔墙板0.582.791000.417WXG202(1)隔墙板2.482.791001.6818WXG302(1)隔墙板3.582.791002.119WXG203(1)隔墙板3.482.791001.5520WXG204(1)隔墙板1.582.791001.121WYG901(1)隔墙板0.982.791000.6822WXG303(1)隔墙板3.482.791001.572.3二段

8、叠合梁、墙板吊装顺序吊装顺序号墙板编号构件类型长(M)高(M)厚(MM)重量(T)1WYG402(1)隔墙板3.272.791001.872WXG301(1)隔墙板1.432.791000.63WYG302(1)隔墙板3.272.791001.814WYG202(1)隔墙板3.272.791002.285K1X401(1)叠合梁5.080.3820016K1Y104(1)叠合梁2.630.382000.57K1Y1O1(I)叠合梁2.730.382000.528K1Y102(1)叠合梁2.430.382000.469K1Y103(1)叠合梁2.430.382000.4610WYG201(1)隔

9、墙板3.272.791002.2811WYG301(1)隔墙板3.272.791001.8112WXG1O1(I)隔墙板1.432.791000.613WXG401(1)隔墙板2.122.791001.4814K1X1O1(I)叠合梁5.080.38200115WXZ20K1)内墙板5.0752.82003.3716WXZ401(1)内墙板3.382.932002.4817WYG1O1(I)隔墙板3.382.792000.8318WYZ202(1)内墙板2.72.82001.7519WYZ203(1)内墙板3.052.82002.0120WYG102(1)隔墙板3.382.792000.832

10、1WXZ30K1)内墙板5.0752.82003.482.4三段叠合梁、墙板吊;袋顺序吊装顺序号墙板编号构件类型长(M)高(M)厚(MM)重量(T)1WXG401(1)隔墙板2.122.791001.482WXG50K1)隔墙板3.272.791002.283WYZ205(1)内墙板1.22.S2002.84K1Y301(1)叠合梁3.230.382000.615K1Y201(1)叠合梁2.130.382000.46K1X50K2)叠合梁1.530.382000.37K1X502(1)叠合梁3.130.332000.598K1X504(1)叠合梁1.530.382000.39K1X503(1)

11、叠合梁3.130.332000.5910WXG502(1)隔墙板3.272.791000.611K1Y501(1)叠合梁2.130.382000.412WXG402(1)隔墙板2.122.791001.4813WYZ404(1)内墙板4.22.82002.814K1Y402(1)叠合梁2.330.382000.4415WXZ503(1)内墙板62.82003.716WYG703(1)隔墙板3.982.791001.9717WYG602(1)隔墙板3.982.791001.9718WYG603(1)隔墙板3.982.792005.5519WXZ603(1)内墙板3.22.82001.6820WXZ602(1)内墙板3.22.82001.6821WYZ301(1)内墙板2.12.82001.622.5一段叠合板吊装顺序吊装顺序号墙板编号构件类型长(M)宽(M)厚(MM)重量(T)1FB31叠合板2.541.89510012FB30叠合板2.541.121000.753梯段A楼梯5.781.160.2434.074楼梯隔墙内墙板4.222.93100