A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated heavy-load warehouse bracket column and beam-column joint construction method
The invention relates to the technical field of assembly type building construction, and provides an assembly type heavy load warehouse bracket column and beam column joint construction method which comprises the following steps that S1, a bracket column reinforcement cage is bound; s2, a bracket column and a beam cushion formwork are erected; s3, pouring construction of bracket columns and beam pads is conducted; s4, corbel column and beam cushion formwork dismantling construction is carried out; s5, the ends of the two oppositely-arranged frame main beams are placed between the two beam pads and are in lap joint with the end faces of the top ends of the bracket columns, and meanwhile gaps are reserved between the two sides of the frame main beams and the two beam pads; s6, frame main beam connection; s7, the ends of the two frame auxiliary beams are in lap joint with the two beam pads at the top ends of the bracket columns correspondingly; s8, frame auxiliary beams are connected; S9, plugging side formworks are installed; s10, pouring of the beam-column joint point: pouring concrete into a die cavity of the beam-column joint point to form the beam-column joint point; and S11, the plugging side formwork is dismantled. The beam-column joint formwork has the effect of facilitating manufacturing and erecting of the beam-column joint formwork.
本申请涉及装配式建筑施工的技术领域，提出了一种装配式重载仓库牛腿柱及梁柱节点施工方法，包括以下步骤：S1：牛腿柱钢筋笼绑扎；S2：牛腿柱及梁垫模板支设；S3：牛腿柱及梁垫浇筑施工；S4：牛腿柱及梁垫模板拆除施工；S5：将两处相对设置的框架主梁端部放入至两梁垫之间并搭接于牛腿柱顶端端面，同时使框架主梁两侧分别与两处梁垫留出间隙；S6：框架主梁连接；S7：将两处框架副梁端部分别搭接于牛腿柱顶端两处梁垫上；S8：框架副梁连接：S9：封堵侧模安装；S10：梁柱结合点浇筑：往梁柱结合点的模腔内浇筑混凝土，以形成梁柱结合点；S11：拆除封堵侧模。本申请具有便于梁柱节点模板制作与支设的效果。
Fabricated heavy-load warehouse bracket column and beam-column joint construction method
The invention relates to the technical field of assembly type building construction, and provides an assembly type heavy load warehouse bracket column and beam column joint construction method which comprises the following steps that S1, a bracket column reinforcement cage is bound; s2, a bracket column and a beam cushion formwork are erected; s3, pouring construction of bracket columns and beam pads is conducted; s4, corbel column and beam cushion formwork dismantling construction is carried out; s5, the ends of the two oppositely-arranged frame main beams are placed between the two beam pads and are in lap joint with the end faces of the top ends of the bracket columns, and meanwhile gaps are reserved between the two sides of the frame main beams and the two beam pads; s6, frame main beam connection; s7, the ends of the two frame auxiliary beams are in lap joint with the two beam pads at the top ends of the bracket columns correspondingly; s8, frame auxiliary beams are connected; S9, plugging side formworks are installed; s10, pouring of the beam-column joint point: pouring concrete into a die cavity of the beam-column joint point to form the beam-column joint point; and S11, the plugging side formwork is dismantled. The beam-column joint formwork has the effect of facilitating manufacturing and erecting of the beam-column joint formwork.
本申请涉及装配式建筑施工的技术领域，提出了一种装配式重载仓库牛腿柱及梁柱节点施工方法，包括以下步骤：S1：牛腿柱钢筋笼绑扎；S2：牛腿柱及梁垫模板支设；S3：牛腿柱及梁垫浇筑施工；S4：牛腿柱及梁垫模板拆除施工；S5：将两处相对设置的框架主梁端部放入至两梁垫之间并搭接于牛腿柱顶端端面，同时使框架主梁两侧分别与两处梁垫留出间隙；S6：框架主梁连接；S7：将两处框架副梁端部分别搭接于牛腿柱顶端两处梁垫上；S8：框架副梁连接：S9：封堵侧模安装；S10：梁柱结合点浇筑：往梁柱结合点的模腔内浇筑混凝土，以形成梁柱结合点；S11：拆除封堵侧模。本申请具有便于梁柱节点模板制作与支设的效果。
Fabricated heavy-load warehouse bracket column and beam-column joint construction method
一种装配式重载仓库牛腿柱及梁柱节点施工方法
YI CHAO (author) / LIN YIHENG (author) / XIAO XIUJIE (author) / CHEN ZICHENG (author) / WEI ZHIQI (author) / XU XIANBIN (author) / LIANG CHUANYI (author) / ELIYAR-EKEBAIR (author) / LIU JIAMING (author) / WU SHENGJIE (author)
2024-10-18
Patent
Electronic Resource
Chinese
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