A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of steel clamping piece flexible connection masonry infilled wall in high earthquake fortification intensity area
The invention relates to a high earthquake fortification intensity area steel clamping piece flexible connection masonry filler wall construction method which comprises the following steps that after a ring beam is constructed, a flexible connecting piece is installed, the flexible connecting piece is fixed to a frame beam, and flexible filling materials are arranged between the flexible connecting piece and the ring beam and between the flexible connecting piece and the frame beam; the masonry wall is constructed, a constructional column shaping formwork is erected at the constructional column construction position, and after pouring of each section is completed, a pouring opening cover plate is pushed to the outer side of a pouring opening and fixed. The flexible connection structure has the beneficial effects that the masonry wall and the main body structure directly adopt a flexible connection technology, so that the cooperative stress of the infilled wall and the lateral force resisting component is avoided, and the bearing capacity of the main body structure is ensured; constructional column concrete is constructed by adopting a segmented pouring technology, and a plurality of pouring ports which are flexibly opened and closed are formed in different heights of a constructional column shaping template, so that the pouring compactness of the constructional column concrete is ensured, and the construction quality of the constructional column is improved.
本发明涉及一种高地震设防烈度地区钢卡件柔性连接砌体填充墙施工方法，包括以下步骤：圈梁施工后安装柔性连接件，将柔性连接件固定于框架梁上，并在柔性连接件与圈梁、框架梁间设置柔性填充材料；施工砌体墙，在构造柱施工位置支设构造柱定型化模板，每段浇筑完成后将浇筑口盖板推至浇筑口外侧并固定。本发明的有益效果是：砌体墙与主体结构直接采用柔性连接技术，避免了填充墙与抗侧力构件协同受力，保证了主体结构的承载力；采用分段浇筑技术施工构造柱混凝土，在构造柱定型化模板的不同高度处设有数个灵活开启封闭的浇筑口，保证了构造柱混凝土浇筑的密实度，提高了构造柱的施工质量。
Construction method of steel clamping piece flexible connection masonry infilled wall in high earthquake fortification intensity area
The invention relates to a high earthquake fortification intensity area steel clamping piece flexible connection masonry filler wall construction method which comprises the following steps that after a ring beam is constructed, a flexible connecting piece is installed, the flexible connecting piece is fixed to a frame beam, and flexible filling materials are arranged between the flexible connecting piece and the ring beam and between the flexible connecting piece and the frame beam; the masonry wall is constructed, a constructional column shaping formwork is erected at the constructional column construction position, and after pouring of each section is completed, a pouring opening cover plate is pushed to the outer side of a pouring opening and fixed. The flexible connection structure has the beneficial effects that the masonry wall and the main body structure directly adopt a flexible connection technology, so that the cooperative stress of the infilled wall and the lateral force resisting component is avoided, and the bearing capacity of the main body structure is ensured; constructional column concrete is constructed by adopting a segmented pouring technology, and a plurality of pouring ports which are flexibly opened and closed are formed in different heights of a constructional column shaping template, so that the pouring compactness of the constructional column concrete is ensured, and the construction quality of the constructional column is improved.
本发明涉及一种高地震设防烈度地区钢卡件柔性连接砌体填充墙施工方法，包括以下步骤：圈梁施工后安装柔性连接件，将柔性连接件固定于框架梁上，并在柔性连接件与圈梁、框架梁间设置柔性填充材料；施工砌体墙，在构造柱施工位置支设构造柱定型化模板，每段浇筑完成后将浇筑口盖板推至浇筑口外侧并固定。本发明的有益效果是：砌体墙与主体结构直接采用柔性连接技术，避免了填充墙与抗侧力构件协同受力，保证了主体结构的承载力；采用分段浇筑技术施工构造柱混凝土，在构造柱定型化模板的不同高度处设有数个灵活开启封闭的浇筑口，保证了构造柱混凝土浇筑的密实度，提高了构造柱的施工质量。
Construction method of steel clamping piece flexible connection masonry infilled wall in high earthquake fortification intensity area
高地震设防烈度地区钢卡件柔性连接砌体填充墙施工方法
HE NIANLIN (author) / YI ZHONGFU (author) / ZENG DONG (author)
2024-04-02
Patent
Electronic Resource
Chinese
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