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A platform for research: civil engineering, architecture and urbanism
Construction method of special-shaped upturning beam structure
The invention relates to a construction method for a special-shaped upturning beam structure. The construction method comprises the steps of connecting both ends of a bottom formwork in the length direction with corresponding shear wall formworks in a butt joint mode according to the position of the bottom elevation of the upturning beam structure; constructing above the bottom formwork corresponding to a first area so as to form a reinforcing steel bar structure which is matched with the first area, and enabling the reinforcing steel bar structure to extend into the first area; vertically arranging a plurality of opening hoops on the bottom formwork at intervals in the length direction of the bottom formwork on the side part of a second area, and partially inserting the opening hoops into the steel bar structure; arranging a plurality of first steel bars in the opening hoops in a penetrating mode, and fixedly arranging the first steel bars on the opening hoops at intervals along the side parts of the opening hoops; arranging a structure formwork on the bottom formwork and on the periphery of the steel bar structure and the opening hoops; and pouring concrete into the structure formwork so as to form the upturning beam structure. According to the construction method, the problem that steel bars of a special-shaped beam are difficult to bind is solved.
本发明涉及一种异型上翻梁结构施工方法，包括：将底部模板长度方向上的两端根据上翻梁结构底标高的位置与对应的剪力墙模板对接连接；于底部模板之上对应第一区域施工形成与第一区域相适配的钢筋结构，并使钢筋结构伸入第一区域内；将若干个开口箍于第二区域的侧部沿着底部模板长度方向间隔且竖向地置于底部模板之上，并使开口箍部分插入钢筋结构内；将若干个第一钢筋穿置于若干个开口箍内，并使若干个第一钢筋沿着开口箍的侧部间隔地固设于开口箍上；于底部模板之上且在钢筋结构和开口箍的外围设置结构模板；于结构模板内浇筑混凝土形成上翻梁结构，本发明解决了异型梁的钢筋绑扎较为困难的问题。
Construction method of special-shaped upturning beam structure
The invention relates to a construction method for a special-shaped upturning beam structure. The construction method comprises the steps of connecting both ends of a bottom formwork in the length direction with corresponding shear wall formworks in a butt joint mode according to the position of the bottom elevation of the upturning beam structure; constructing above the bottom formwork corresponding to a first area so as to form a reinforcing steel bar structure which is matched with the first area, and enabling the reinforcing steel bar structure to extend into the first area; vertically arranging a plurality of opening hoops on the bottom formwork at intervals in the length direction of the bottom formwork on the side part of a second area, and partially inserting the opening hoops into the steel bar structure; arranging a plurality of first steel bars in the opening hoops in a penetrating mode, and fixedly arranging the first steel bars on the opening hoops at intervals along the side parts of the opening hoops; arranging a structure formwork on the bottom formwork and on the periphery of the steel bar structure and the opening hoops; and pouring concrete into the structure formwork so as to form the upturning beam structure. According to the construction method, the problem that steel bars of a special-shaped beam are difficult to bind is solved.
本发明涉及一种异型上翻梁结构施工方法，包括：将底部模板长度方向上的两端根据上翻梁结构底标高的位置与对应的剪力墙模板对接连接；于底部模板之上对应第一区域施工形成与第一区域相适配的钢筋结构，并使钢筋结构伸入第一区域内；将若干个开口箍于第二区域的侧部沿着底部模板长度方向间隔且竖向地置于底部模板之上，并使开口箍部分插入钢筋结构内；将若干个第一钢筋穿置于若干个开口箍内，并使若干个第一钢筋沿着开口箍的侧部间隔地固设于开口箍上；于底部模板之上且在钢筋结构和开口箍的外围设置结构模板；于结构模板内浇筑混凝土形成上翻梁结构，本发明解决了异型梁的钢筋绑扎较为困难的问题。
Construction method of special-shaped upturning beam structure
异型上翻梁结构施工方法
HOU HAIFANG (author) / DU GAOSHUAI (author) / ZHAO PEILONG (author) / MO TING (author) / PAN WENQIANG (author) / LIN WENBIAO (author) / XIANG WEI (author)
2021-09-07
Patent
Electronic Resource
Chinese
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