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Construction method and reinforcing device for enlarging and reinforcing section of existing structural beam
The invention discloses a construction method for increasing and reinforcing the section of an existing structural beam and a reinforcing device. The construction method comprises the following steps: S1, chiseling an original main beam; s2, main reinforcement and waist reinforcement planting is conducted on the columns at the two ends, and the positions of adjacent reinforcement joints are staggered; s3, the stirrups are embedded and anchored into the beam, specifically, according to a certain interval in the length direction of the main beam, the tops of the U-shaped stirrups of the newly-added section beam are embedded into the main beam according to the designed anchoring requirement, the U-shaped stirrups of the newly-added section beam surround the main beam, and a certain gap is formed between the U-shaped stirrups of the newly-added section beam and the main beam so that the section of the main beam can be increased; s4, binding waist bars; s5, binding the main reinforcements; and S6, upper hogging moment main reinforcement synchronous construction is conducted, specifically, newly-added hogging moment reinforcements at the beam top are planted on columns at the two ends and close to a floor slab, newly-added inverted-U-shaped stirrups are planted into the floor slab in a rib buckling mode, the hogging moment reinforcements added on the upper portion can be independently poured, and the section of the existing structural beam is increased through the steps.
本发明公开一种既有结构梁截面增大加固的施工方法及加固装置,包括:S1、原有主梁凿毛;S2、在两端柱子进行主筋腰筋植筋,相邻钢筋接头位置错开;S3、箍筋植筋锚入梁内:沿着主梁的长度方向按照一定间距,贴着主梁底部避开主梁内主筋钻孔,将新增截面梁U型箍筋的顶部按设计锚固要求植入主梁内,新增截面梁U型箍筋包围主梁且与主梁具有一定的间隙以增大主梁截面;S4、绑扎腰筋;S5、绑扎主筋;S6、上部负弯矩主筋同步施工:将梁顶新增的负弯矩钢筋植筋在两端的柱子上且靠近楼板位置处,将新增的倒U型箍筋以扣筋的形式植入楼板中,上部增加的负弯矩钢筋可单独进行浇筑,通过上述步骤实现既有结构梁的截面增大。
Construction method and reinforcing device for enlarging and reinforcing section of existing structural beam
The invention discloses a construction method for increasing and reinforcing the section of an existing structural beam and a reinforcing device. The construction method comprises the following steps: S1, chiseling an original main beam; s2, main reinforcement and waist reinforcement planting is conducted on the columns at the two ends, and the positions of adjacent reinforcement joints are staggered; s3, the stirrups are embedded and anchored into the beam, specifically, according to a certain interval in the length direction of the main beam, the tops of the U-shaped stirrups of the newly-added section beam are embedded into the main beam according to the designed anchoring requirement, the U-shaped stirrups of the newly-added section beam surround the main beam, and a certain gap is formed between the U-shaped stirrups of the newly-added section beam and the main beam so that the section of the main beam can be increased; s4, binding waist bars; s5, binding the main reinforcements; and S6, upper hogging moment main reinforcement synchronous construction is conducted, specifically, newly-added hogging moment reinforcements at the beam top are planted on columns at the two ends and close to a floor slab, newly-added inverted-U-shaped stirrups are planted into the floor slab in a rib buckling mode, the hogging moment reinforcements added on the upper portion can be independently poured, and the section of the existing structural beam is increased through the steps.
本发明公开一种既有结构梁截面增大加固的施工方法及加固装置,包括:S1、原有主梁凿毛;S2、在两端柱子进行主筋腰筋植筋,相邻钢筋接头位置错开;S3、箍筋植筋锚入梁内:沿着主梁的长度方向按照一定间距,贴着主梁底部避开主梁内主筋钻孔,将新增截面梁U型箍筋的顶部按设计锚固要求植入主梁内,新增截面梁U型箍筋包围主梁且与主梁具有一定的间隙以增大主梁截面;S4、绑扎腰筋;S5、绑扎主筋;S6、上部负弯矩主筋同步施工:将梁顶新增的负弯矩钢筋植筋在两端的柱子上且靠近楼板位置处,将新增的倒U型箍筋以扣筋的形式植入楼板中,上部增加的负弯矩钢筋可单独进行浇筑,通过上述步骤实现既有结构梁的截面增大。
Construction method and reinforcing device for enlarging and reinforcing section of existing structural beam
一种既有结构梁截面增大加固的施工方法及加固装置
XU PENGCHENG (Autor:in) / WANG ZHUJUN (Autor:in) / XU YU (Autor:in) / YAN KAIKAI (Autor:in) / LI KUN (Autor:in)
04.03.2022
Patent
Elektronische Ressource
Chinesisch
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