Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting method for super-long and super-high infilled wall constructional column and roof steel structure truss
The invention discloses a connecting method for an ultra-long and ultra-high infilled wall constructional column and a roof steel structure truss. The problem of how to construct an ultra-high and ultra-long secondary structure infilled wall reliably connected with a roof is solved. After a primary structure concrete frame and a roof steel structure truss of the venue are completed and a left side infilled wall masonry and a right side infilled wall masonry are constructed, 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 arranged and pre-embedded in a pouring space of the concrete coping cross beam, and the I-shaped steel cross beam is formed by one-time pouring of cast-in-place concrete of the beam and the column. The T-shaped concrete beam column connecting structure with the semi-embedded horizontal I-shaped steel cross beam is formed, the roof steel structure truss is connected with the I-shaped steel cross beam in a welded mode, and the stability and the shock resistance of the whole masonry are guaranteed.
本发明公开了超长超高填充墙构造柱与屋顶钢结构桁架的连接方法，解决了如何构筑与屋顶可靠连接的超高超长的二次结构填充墙的问题；在场馆的一次结构混凝土框架以及屋顶钢结构桁架完成，左侧填充墙砌体和右侧填充墙砌体砌筑完成后，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，然后，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，通过梁和柱的现浇混凝土的一次性浇筑，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 method for super-long and super-high infilled wall constructional column and roof steel structure truss
The invention discloses a connecting method for an ultra-long and ultra-high infilled wall constructional column and a roof steel structure truss. The problem of how to construct an ultra-high and ultra-long secondary structure infilled wall reliably connected with a roof is solved. After a primary structure concrete frame and a roof steel structure truss of the venue are completed and a left side infilled wall masonry and a right side infilled wall masonry are constructed, 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 arranged and pre-embedded in a pouring space of the concrete coping cross beam, and the I-shaped steel cross beam is formed by one-time pouring of cast-in-place concrete of the beam and the column. The T-shaped concrete beam column connecting structure with the semi-embedded horizontal I-shaped steel cross beam is formed, the roof steel structure truss is connected with the I-shaped steel cross beam in a welded mode, and the stability and the shock resistance of the whole masonry are guaranteed.
本发明公开了超长超高填充墙构造柱与屋顶钢结构桁架的连接方法，解决了如何构筑与屋顶可靠连接的超高超长的二次结构填充墙的问题；在场馆的一次结构混凝土框架以及屋顶钢结构桁架完成，左侧填充墙砌体和右侧填充墙砌体砌筑完成后，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，然后，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，通过梁和柱的现浇混凝土的一次性浇筑，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 method for super-long and super-high infilled wall constructional column and roof steel structure truss
超长超高填充墙构造柱与屋顶钢结构桁架的连接方法
BAI WEIGUANG (Autor:in) / LIU TIANJUN (Autor:in) / WANG ZHIGANG (Autor:in) / WANG LONGFEI (Autor:in) / WU QIONGJIE (Autor:in) / FU JINZHI (Autor:in) / SONG WEITAI (Autor:in) / LI SHOUBING (Autor:in) / LI NA (Autor:in) / LI BIAO (Autor:in)
14.05.2024
Patent
Elektronische Ressource
Chinesisch
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