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A platform for research: civil engineering, architecture and urbanism
Connecting node structure of infilled wall constructional column and roof steel structure truss
The invention discloses a connecting node structure between a constructional column of an infilled wall and a roof steel structure truss, and solves the problem of how to realize reliable connection between the constructional column of a secondary structure and a roof steel structure. After a primary structure concrete frame and a roof steel structure truss of the venue are completed, and the left side infilled wall masonry and the right side infilled wall masonry are constructed, at the moment, a pre-pouring space of a secondary structure constructional column is arranged between the left side infilled wall masonry and the right side infilled wall masonry; a one-time pouring system of a pre-poured secondary structure constructional column and a pre-poured concrete coping cross beam is constructed, the I-shaped steel cross beam is horizontally laid and pre-embedded in a pouring space of the concrete coping cross beam, and the T-shaped concrete beam column connecting structure with the semi-embedded horizontal I-shaped steel cross beam is formed through one-time concrete pouring of the beam column. The roof steel structure truss is connected with the I-shaped steel cross beam in a welded mode, and stability and shock resistance of the whole masonry are guaranteed.
本发明公开了一种填充墙构造柱与屋顶钢结构桁架之间的连接节点结构，解决了如何实现该二次结构的构造柱与屋顶钢结构可靠连接的问题；当场馆的一次结构混凝土框架以及屋顶钢结构桁架完成后，并且左侧填充墙砌体和右侧填充墙砌体砌筑完成后，此时，在左侧填充墙砌体与右侧填充墙砌体之间，设置有二次结构构造柱的预浇筑空间，构筑预浇筑的二次结构构造柱和预浇筑的混凝土压顶横梁的一次性浇筑体系，将工字钢横梁平卧，并预埋在混凝土压顶横梁的浇筑空间内，通过梁柱的一次性混凝土浇筑，形成有半预埋的平卧的工字钢横梁的T形混凝土梁柱连接结构，将屋顶钢结构桁架与工字钢横梁焊接连接，保证了整个砌体的稳定性和抗震性。
Connecting node structure of infilled wall constructional column and roof steel structure truss
The invention discloses a connecting node structure between a constructional column of an infilled wall and a roof steel structure truss, and solves the problem of how to realize reliable connection between the constructional column of a secondary structure and a roof steel structure. After a primary structure concrete frame and a roof steel structure truss of the venue are completed, and the left side infilled wall masonry and the right side infilled wall masonry are constructed, at the moment, a pre-pouring space of a secondary structure constructional column is arranged between the left side infilled wall masonry and the right side infilled wall masonry; a one-time pouring system of a pre-poured secondary structure constructional column and a pre-poured concrete coping cross beam is constructed, the I-shaped steel cross beam is horizontally laid and pre-embedded in a pouring space of the concrete coping cross beam, and the T-shaped concrete beam column connecting structure with the semi-embedded horizontal I-shaped steel cross beam is formed through one-time concrete pouring of the beam column. The roof steel structure truss is connected with the I-shaped steel cross beam in a welded mode, and stability and shock resistance of the whole masonry are guaranteed.
本发明公开了一种填充墙构造柱与屋顶钢结构桁架之间的连接节点结构，解决了如何实现该二次结构的构造柱与屋顶钢结构可靠连接的问题；当场馆的一次结构混凝土框架以及屋顶钢结构桁架完成后，并且左侧填充墙砌体和右侧填充墙砌体砌筑完成后，此时，在左侧填充墙砌体与右侧填充墙砌体之间，设置有二次结构构造柱的预浇筑空间，构筑预浇筑的二次结构构造柱和预浇筑的混凝土压顶横梁的一次性浇筑体系，将工字钢横梁平卧，并预埋在混凝土压顶横梁的浇筑空间内，通过梁柱的一次性混凝土浇筑，形成有半预埋的平卧的工字钢横梁的T形混凝土梁柱连接结构，将屋顶钢结构桁架与工字钢横梁焊接连接，保证了整个砌体的稳定性和抗震性。
Connecting node structure of infilled wall constructional column and roof steel structure truss
填充墙构造柱与屋顶钢结构桁架的连接节点结构
WANG ZHIGANG (author) / LIU TIANJUN (author) / BAI WEIGUANG (author) / WANG LONGFEI (author) / WU QIONGJIE (author) / FU JINZHI (author) / ZHANG JUPING (author) / LI NA (author) / JI XIADAN (author) / LI BIAO (author)
2024-05-28
Patent
Electronic Resource
Chinese
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