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A platform for research: civil engineering, architecture and urbanism
Construction method of basement post-cast strip reinforcing structure
The invention discloses a construction method of a basement post-cast strip reinforcing structure, which comprises the following steps of: S1, arranging one end of a support piece in a concrete structure in advance, and arranging the other end of the support piece towards a basement post-cast strip cantilever; the support members are arranged in pairs to form a support member combination; the multiple supporting component combinations are arranged in the length direction of the basement post-cast strip at intervals. S2, connecting pieces are detachably arranged between the supporting pieces arranged in the supporting component combination, and the number of the connecting pieces is one pair, and the connecting pieces are symmetrically arranged on the two sides of the supporting pieces; a fixing plate is arranged between every two adjacent connecting pieces. S3, before the basement post-cast strip is poured, backfilling operation is conducted on the outer wall of the basement; s4, connecting pieces in the supporting component combination are dismantled, and connecting pieces are used for connecting the supporting pieces which are adjacently arranged in the length direction of the basement post-cast strip; and S5, the basement post-cast strip is poured.
本发明公开了一种地下室后浇带加强结构的施工方法，其包括:S1，将支撑件的一端预先设置于混凝土结构中，其另一端朝向地下室后浇带悬挑设置；所述支撑件成对设置，以形成支撑构件组合；所述支撑构件组合的数量为多个且沿地下室后浇带的长度方向间隔设置；S2，所述支撑构件组合中配置的支撑件之间可拆卸地设置有连接件，所述连接件的数量为一对且对称设置于支撑件的两侧；相邻连接件之间配置有固定板；S3，在地下室后浇带浇筑之前，对地下室的外墙进行回填作业；S4，拆除支撑构件组合中的连接件，使用衔接件连接沿地下室后浇带长度方向相邻设置的支撑件；S5，浇筑地下室后浇带。
Construction method of basement post-cast strip reinforcing structure
The invention discloses a construction method of a basement post-cast strip reinforcing structure, which comprises the following steps of: S1, arranging one end of a support piece in a concrete structure in advance, and arranging the other end of the support piece towards a basement post-cast strip cantilever; the support members are arranged in pairs to form a support member combination; the multiple supporting component combinations are arranged in the length direction of the basement post-cast strip at intervals. S2, connecting pieces are detachably arranged between the supporting pieces arranged in the supporting component combination, and the number of the connecting pieces is one pair, and the connecting pieces are symmetrically arranged on the two sides of the supporting pieces; a fixing plate is arranged between every two adjacent connecting pieces. S3, before the basement post-cast strip is poured, backfilling operation is conducted on the outer wall of the basement; s4, connecting pieces in the supporting component combination are dismantled, and connecting pieces are used for connecting the supporting pieces which are adjacently arranged in the length direction of the basement post-cast strip; and S5, the basement post-cast strip is poured.
本发明公开了一种地下室后浇带加强结构的施工方法，其包括:S1，将支撑件的一端预先设置于混凝土结构中，其另一端朝向地下室后浇带悬挑设置；所述支撑件成对设置，以形成支撑构件组合；所述支撑构件组合的数量为多个且沿地下室后浇带的长度方向间隔设置；S2，所述支撑构件组合中配置的支撑件之间可拆卸地设置有连接件，所述连接件的数量为一对且对称设置于支撑件的两侧；相邻连接件之间配置有固定板；S3，在地下室后浇带浇筑之前，对地下室的外墙进行回填作业；S4，拆除支撑构件组合中的连接件，使用衔接件连接沿地下室后浇带长度方向相邻设置的支撑件；S5，浇筑地下室后浇带。
Construction method of basement post-cast strip reinforcing structure
一种地下室后浇带加强结构的施工方法
WANG BO (author) / GONG YUNPENG (author) / QIAO HUIDAN (author) / GUAN SHICHAO (author) / DANG ZUXING (author) / LU LIN (author) / HUANG YINGYING (author) / QIN QING (author)
2022-11-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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