Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Column reinforcement construction method
The invention discloses a column reinforcement construction method which comprises the steps that in the construction process of constructing a column reinforcement construction structure, column reinforcement loads are dispersed to transverse ribs in plate ribs in the column reinforcement construction structure to be counteracted in the opposite direction, and the stable state of the positions of longitudinal ribs in the plate ribs is protected. When the supporting rods tend to move under the inertia load of the column ribs, the load is transmitted to the component force rods through the opposite supporting rods, and the tail ends of the component force rods are in tight friction contact with the transverse ribs through the friction rubber bodies of the fixing sleeves, so that the inclined component force rods disperse and transmit the inertia load of the column ribs to the transverse ribs of the plate ribs for counter-pulling offset; concentrated inertia load of the column rib is prevented from being only transmitted to one supporting point of the plate rib through the supporting rod, and the problem that when the supporting rod moves due to the concentrated inertia load of the column rib, the connecting position of the longitudinal rib and the transverse rib of the plate rib is pushed to be damaged is solved.
本申请公开了一种柱筋加固施工方法，包括：构建出柱筋加固施工结构的施工过程，柱筋加固施工结构中呈现柱筋载荷分散到板筋中的横向筋进行对向抵消，并保护板筋中的纵向筋位置稳定状态。撑杆受到柱筋惯性载荷发生移动趋势时，通过对向的撑杆将载荷传递到分力杆上，由于多根分力杆末端通过固定套的摩擦橡胶体与横向筋紧密摩擦接触，使得倾斜的分力杆将柱筋惯性载荷分散传递到板筋的横向筋进行对拉抵消，而避免柱筋集中惯性载荷经撑杆只传递到与板筋一处支撑点上，解决了撑杆受到柱筋集中惯性载荷发生移动时推着板筋的纵向筋与横向筋连接处发生破坏的问题。
Column reinforcement construction method
The invention discloses a column reinforcement construction method which comprises the steps that in the construction process of constructing a column reinforcement construction structure, column reinforcement loads are dispersed to transverse ribs in plate ribs in the column reinforcement construction structure to be counteracted in the opposite direction, and the stable state of the positions of longitudinal ribs in the plate ribs is protected. When the supporting rods tend to move under the inertia load of the column ribs, the load is transmitted to the component force rods through the opposite supporting rods, and the tail ends of the component force rods are in tight friction contact with the transverse ribs through the friction rubber bodies of the fixing sleeves, so that the inclined component force rods disperse and transmit the inertia load of the column ribs to the transverse ribs of the plate ribs for counter-pulling offset; concentrated inertia load of the column rib is prevented from being only transmitted to one supporting point of the plate rib through the supporting rod, and the problem that when the supporting rod moves due to the concentrated inertia load of the column rib, the connecting position of the longitudinal rib and the transverse rib of the plate rib is pushed to be damaged is solved.
本申请公开了一种柱筋加固施工方法，包括：构建出柱筋加固施工结构的施工过程，柱筋加固施工结构中呈现柱筋载荷分散到板筋中的横向筋进行对向抵消，并保护板筋中的纵向筋位置稳定状态。撑杆受到柱筋惯性载荷发生移动趋势时，通过对向的撑杆将载荷传递到分力杆上，由于多根分力杆末端通过固定套的摩擦橡胶体与横向筋紧密摩擦接触，使得倾斜的分力杆将柱筋惯性载荷分散传递到板筋的横向筋进行对拉抵消，而避免柱筋集中惯性载荷经撑杆只传递到与板筋一处支撑点上，解决了撑杆受到柱筋集中惯性载荷发生移动时推着板筋的纵向筋与横向筋连接处发生破坏的问题。
Column reinforcement construction method
一种柱筋加固施工方法
ZHANG QI (Autor:in) / XU KUI (Autor:in) / CHEN XIAOMING (Autor:in) / XUE RIQUAN (Autor:in) / DING ZHOUWEI (Autor:in) / ZHANG ZHUOCHUN (Autor:in)
28.07.2023
Patent
Elektronische Ressource
Chinesisch
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