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发明公开
CN108797795A 一种叠合预制梁部分和现浇柱组合装配结构及施工工艺 审中-实审

  • 专利标题： 一种叠合预制梁部分和现浇柱组合装配结构及施工工艺
  • 专利标题（英）： Composite assembly structure and construction technology of composite precast beam part and cast-in-place column
  • 申请号： CN201810286514.6
    申请日： 2018-03-30
  • 公开(公告)号： CN108797795A
    公开(公告)日： 2018-11-13
  • 发明人: 魏萍 , 魏春明
  • 申请人： 魏萍 , 魏春明
  • 申请人地址： 四川省成都市青羊区青羊大道318号29栋3单元5楼10号;
  • 专利权人： 魏萍,魏春明
  • 当前专利权人： 魏萍,魏春明
  • 当前专利权人地址： 四川省成都市青羊区青羊大道318号29栋3单元5楼10号;
  • 代理机构： 广东前海律师事务所
  • 代理商 黄桂林
  • 主分类号： E04B1/21
  • IPC分类号： E04B1/21 ;  E04B1/38
一种叠合预制梁部分和现浇柱组合装配结构及施工工艺
摘要：
本发明涉及一种叠合预制梁部分和现浇柱组合装配结构及施工工艺，装配结构包括预制柱，预制柱顶端设有第一凹槽及其内的预制柱现浇部；叠合梁，叠合梁搭设于预制柱顶端，叠合梁包括叠合梁预制部，叠合梁预制部具有第二凹槽，第二凹槽中具有叠合梁现浇部；叠合板，叠合板搭设于叠合梁上，叠合板包括叠合板预制部，叠合板预制部上具有叠合板现浇部；第一凹槽与第二凹槽连通，预制柱现浇部、叠合梁现浇部与叠合板现浇部一体成型；叠合梁现浇部的钢筋与叠合板现浇部的钢筋稳固连接；叠合梁预制部的钢筋、叠合板预制部的钢筋与预制柱现浇部的钢筋稳固连接。实施本发明，能够提升建筑的整体性和抗震性，不需要另外搭设脚手架和模板就能够保证施工安全。
摘要（英）：

The invention relates to a composite assembly structure and construction technology of a composite precast beam part and a cast-in-place column. The assembly structure comprises a precast column, a composite beam and a composite slab. A first groove is formed in the top end of the precast column and a precast column cast-in-place part inside the precast column. The composite beam is erected at thetop end of the precast column, the composite beam includes a composite beam precast part, the composite beam precast part is provided with a second groove, and the second groove is internally provided with a composite beam cast-in-place part. The composite slab is erected on the composite beam, the composite slab comprises a composite slab precast part, and the composite slab precast part is provided with a composite slab cast-in-place part. The first groove communicates with the second groove, and the precast column cast-in-place part, the composite beam cast-in-place part and the compositeslab cast-in-place part are formed integrally. Reinforcing bars of the composite beam cast-in-place part are firmly connected with reinforcing bars of the composite slab cast-in-place part, and reinforcing bars of the composite beam precast part and reinforcing bars of the composite slab precast part are firmly connected with reinforcing bars of the precast column cast-in-place part. According tothe composite assembly structure and construction technology of the composite precast beam part and the cast-in-place column, the integrity and earthquake resistance of a building can be improved, andthe construction safety can be guaranteed without erecting scaffolds and formworks additionally.

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