pc构件吊装方案.doc

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1、PC构件吊装施工方案1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，设计内容与施工条件能否一致，各工种Z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C2根据图纸及公司吊装手册，按照：外墙板一1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”3段叠合楼板的原则，合理的编排吊装顺序图表。2.1外墙板巾装顺序吊装顺序墙板编号构建类型长(M)高(M)厚(MM)重量(T)1WXZ2

2、02(l)外墙板7.32.931004.152WYZ40K1)外墙板3.382.931002.483WXZ302(l)外墙板3.052.751601.184WXZ303(l)外墙板5.912.931603.65WYZGOl(l)外墙板3.82.82002.936WYZ602(l)外墙板1.662.782001.277WXZ505(l)外墙板5.472.931603.258WXZ504(l)外墙板3.222.931602.369WYZ403(l)外墙板2.32.821601.410WXZ604(l)外墙板3.282.9

3、31602.611WYZ502(l)外墙板6.162.931604.512WXZ702(l)外墙板7.042.93160413WYZ302(l)外墙板1.662.782001.2714WXZ70K1)外墙板7.042.93160415WYZ103(l)外墙板6.162.931604.516WXZ601(l)外墙板3.282.931602.617WYZ204(1)外墙板3.22.821602.0218WXZ502(l)外墙板5.812.931603.7519WXZ501(l)外墙板3.452.931602.1520WY

4、Z102(1)外墙板6.972.931604.121WYZlOl(l)外墙板3.452.931603.4822WXZlOl(l)外墙板3.452.931602.823WXZ102(l)外墙板6.352.931605.124WYZ201(l)外墙板3.362.931602.72.2—段叠合梁、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)1KLX201叠合梁3.680.382000.72KLX301叠合梁1.830.332000.343WYG80K1)隔墙板3.072.791002.144K

5、LX302叠合梁4.630.382000.875WYG802(l)隔墙板3.672.791002.176KLX403叠合梁4.630.332000.877KLX402叠合梁2.230.382000.428KLY401叠合梁1.40.382000.269WYZ50K1)内墙板3.82.82002.4110WYZ402(l)内墙板2.52.82001.9311WXZ402(l)内墙板4.32.82002.9212WYG60K1)隔墙板1.882.791001.3113WYG501(l)隔墙板1.882.791000.77

6、14WXG201(l)隔墙板2.082.793002.0315WYG702(l)隔墙板1.382.792000.916WYG701(l)隔墙板0.582.791000.417WXG202(l)隔墙板2.482.791001.6818WXG302(l)隔墙板3.582.791002.119WXG203(l)隔墙板3.482.791001.5520WXG204(l)隔墙板1.582.791001.121WYG901(1)隔墙板0.982.791000.6822WXG303(l)隔墙板3.482.791001.572.3二

7、段叠合梁、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)車量(T)1WYG402(l)隔墙板3.272.791001.872WXG301(l)隔墙板1.432.791000.63WYG302(l)隔墙板3.272.791001.814WYG202(l)隔墙板3.272.791002.285KLX401(l)叠合梁5.080.3820016KL¥104(l)叠合梁2.630.382000.57KLYlOl(l)叠合梁2.730.382000.528KLY102(l)叠合梁2.430.382000.46

8、9KLY103(l)叠合梁2.430.382000.4610WYG20K1)隔墙板3.272.791002.2811WYG30K1)隔墙板3.272.791001.8112WXGlOl(l)隔墙板1.432.791000.613WXG40K1)隔墙板2.122.791001.4814KLXlOl(l)叠合梁5.080.38200115WXZ20