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Full cast-in-place concrete outer wall and construction method
The invention relates to a cast-in-place concrete outer wall, in particular to a full cast-in-place concrete outer wall and a construction method, the full cast-in-place concrete outer wall comprises a constructional wall and two structural columns, the constructional wall is arranged between the two structural columns which are oppositely arranged, and a gap pulling structure is filled between the constructional wall and the structural columns; the constructional wall comprises a connecting steel bar and cast-in-place concrete, the middle of the connecting steel bar is fixed to the cast-in-place concrete, the two ends of the connecting steel bar (1) penetrate through the seam pulling structure and extend into the constructional column, the two ends of the connecting steel bar are fixedly connected with steel bars in the constructional column in an anchoring mode, and the seam pulling structure is of a segmented structure. According to the full cast-in-place concrete outer wall, the seam pulling structure comprises the two PVC groove plates which are oppositely arranged, the two PVC groove plates are fixedly connected to form the multiple cavities, the hard PVC plates are arranged in the cavities, and the seam pulling structure keeps flexible connection between the construction wall and the structural column, so that the deformation of the full cast-in-place concrete outer wall structure can be deformed along with seismic waves, the outer wall is prevented from cracking, and the service life of the whole cast-in-place concrete outer wall is prolonged. The building structure safety is ensured.
本发明涉及一种现浇混凝土外墙,具体涉及一种全现浇混凝土外墙及施工方法,包括构造墙和两结构柱,相对设置的两结构柱之间设置构造墙,所述构造墙与结构柱之间填充有拉缝结构;构造墙包括连接钢筋和现浇混凝土,所述连接钢筋中部与现浇混凝土固定,所述连接钢筋(1)两端部分别贯穿拉缝结构延伸到构造柱中,且连接钢筋两端与所述构造柱中的钢筋锚固固定连接,拉缝结构为分段结构;本发明的全现浇混凝土外墙,由于拉缝结构包括相对设置的两PVC凹槽板,且两PVC凹槽板固定连接形成若干空腔,空腔内设置有硬质PVC板,拉缝结构将构造墙和结构柱保持柔性连接,因此全现浇外墙结构的变形可随地震波一起变形,避免外墙开裂,保证建筑物结构安全。
Full cast-in-place concrete outer wall and construction method
The invention relates to a cast-in-place concrete outer wall, in particular to a full cast-in-place concrete outer wall and a construction method, the full cast-in-place concrete outer wall comprises a constructional wall and two structural columns, the constructional wall is arranged between the two structural columns which are oppositely arranged, and a gap pulling structure is filled between the constructional wall and the structural columns; the constructional wall comprises a connecting steel bar and cast-in-place concrete, the middle of the connecting steel bar is fixed to the cast-in-place concrete, the two ends of the connecting steel bar (1) penetrate through the seam pulling structure and extend into the constructional column, the two ends of the connecting steel bar are fixedly connected with steel bars in the constructional column in an anchoring mode, and the seam pulling structure is of a segmented structure. According to the full cast-in-place concrete outer wall, the seam pulling structure comprises the two PVC groove plates which are oppositely arranged, the two PVC groove plates are fixedly connected to form the multiple cavities, the hard PVC plates are arranged in the cavities, and the seam pulling structure keeps flexible connection between the construction wall and the structural column, so that the deformation of the full cast-in-place concrete outer wall structure can be deformed along with seismic waves, the outer wall is prevented from cracking, and the service life of the whole cast-in-place concrete outer wall is prolonged. The building structure safety is ensured.
本发明涉及一种现浇混凝土外墙,具体涉及一种全现浇混凝土外墙及施工方法,包括构造墙和两结构柱,相对设置的两结构柱之间设置构造墙,所述构造墙与结构柱之间填充有拉缝结构;构造墙包括连接钢筋和现浇混凝土,所述连接钢筋中部与现浇混凝土固定,所述连接钢筋(1)两端部分别贯穿拉缝结构延伸到构造柱中,且连接钢筋两端与所述构造柱中的钢筋锚固固定连接,拉缝结构为分段结构;本发明的全现浇混凝土外墙,由于拉缝结构包括相对设置的两PVC凹槽板,且两PVC凹槽板固定连接形成若干空腔,空腔内设置有硬质PVC板,拉缝结构将构造墙和结构柱保持柔性连接,因此全现浇外墙结构的变形可随地震波一起变形,避免外墙开裂,保证建筑物结构安全。
Full cast-in-place concrete outer wall and construction method
一种全现浇混凝土外墙及施工方法
LI XIAOMENG (author) / DU GUANGTAO (author) / ZHANG WENMING (author) / MO JIANGFENG (author) / SUN JIAN (author) / LIU YUNPENG (author) / CHEN WEI (author) / MA WENTAO (author) / WU ZHENLEI (author)
2023-01-06
Patent
Electronic Resource
Chinese
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