pc构件吊装方案

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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→1段梁、内隔墙板→2段梁、内隔墙板→3段梁、内隔墙板→1段叠合楼板→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）1WXZ20

2、2(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5.912.931603.65WYZ601(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3.282.93

3、1602.611WYZ502(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6.162.931604.516WXZ601(1)外墙板3.282.931602.617WYZ204(1)外墙板3.22.821602.0218WXZ502(1)外墙板5.812.931603.7519WXZ501(1)外墙板3.452.931602.1520WYZ

4、102(1)外墙板6.972.931604.121WYZ101(1)外墙板3.452.931603.4822WXZ101(1)外墙板3.452.931602.823WXZ102(1)外墙板6.352.931605.124WYZ201(1)外墙板3.362.931602.7142.2一段叠合梁、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1.830.332000.343WYG801(1)隔墙板3.072.791002.144

5、KLX302叠合梁4.630.382000.875WYG802(1)隔墙板3.672.791002.176KLX403叠合梁4.630.332000.877KLX402叠合梁2.230.382000.428KLY401叠合梁1.40.382000.269WYZ501(1)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1.882.791001.3113WYG501(1)隔墙板1.882.791000.

6、7714WXG201(1)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

7、二段叠合梁、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）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3.272.791002.285KLX401(1)叠合梁5.080.3820016KLY104(1)叠合梁2.630.382000.57KLY101(1)叠合梁2.730.382000.528KLY102(1)叠合梁2.430.382000.46

8、9KLY103(1)叠合梁2.430.382000.461410WYG201(1)隔墙板3.272.791002.2811WYG301(1)隔墙板3.272.791001.8112WXG101(1)隔墙板1.432.791000.613WXG401(1)隔墙板2.122.791001.4814KLX101(1)叠合梁5.080.3