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Construction method of stiff concrete structure beam column core area
The invention discloses a construction method of a stiff concrete structure beam column core area. The construction method comprises the steps of deepening designing; processing, manufacturing and mounting the profile steel part; node area steel bar connection; side mold installing; concrete pouring; and concrete curing; the stiff concrete structure beam column core area comprises a section steelcolumn, a section steel beam and a reinforcing component, and the section steel column and the section steel beam are vertically welded; the section steel column comprises a cross-shaped middle columnand fixed plates, the cross-shaped middle column is arranged to be an extending piece with a cross-shaped cross section, the fixed plates are arranged on the four end edges of the cross-shaped middlecolumn, and the section steel beams are welded to the fixed plates; the section steel beam comprises two wing plates arranged in parallel and a web plate connected with the two wing plates. A connection way is determined by performing deepening design on a stiff concrete frame joint, namely a beam column core area; the main structure can be achieved through industrialized manufacturing of the section steel components and the connecting plates before construction, so that on-site rapid installation is completed, and construction is convenient; and the bridging type steel bars are adopted for connection, so that the stress continuity of the steel bars in the core area is guaranteed.
本发明公开一种劲性混凝土结构梁柱核心区的施工方法,包括:深化设计;型钢件加工制作与安装;节点区钢筋连接;侧模安装;混凝土浇筑;混凝土养护;劲性混凝土结构梁柱核心区包括型钢柱、型钢梁和强化组件,型钢柱和型钢梁垂直焊接;型钢柱包括十字中柱和固定板,十字中柱设置为十字型横截面的延伸件,固定板设置在十字中柱的四个端边上,型钢梁焊接在固定板上;型钢梁包括两平行设置的翼板和连接两翼板的腹板;本发明对劲性混凝土框架节点即梁柱核心区进行深化设计,确定连接方式;主要结构可在施工前通过型钢构件与连接板的工厂化制作实现,从而完成现场的快速安装,施工便捷;采用搭桥式钢筋连接,保证了核心区钢筋受力的连续性。
Construction method of stiff concrete structure beam column core area
The invention discloses a construction method of a stiff concrete structure beam column core area. The construction method comprises the steps of deepening designing; processing, manufacturing and mounting the profile steel part; node area steel bar connection; side mold installing; concrete pouring; and concrete curing; the stiff concrete structure beam column core area comprises a section steelcolumn, a section steel beam and a reinforcing component, and the section steel column and the section steel beam are vertically welded; the section steel column comprises a cross-shaped middle columnand fixed plates, the cross-shaped middle column is arranged to be an extending piece with a cross-shaped cross section, the fixed plates are arranged on the four end edges of the cross-shaped middlecolumn, and the section steel beams are welded to the fixed plates; the section steel beam comprises two wing plates arranged in parallel and a web plate connected with the two wing plates. A connection way is determined by performing deepening design on a stiff concrete frame joint, namely a beam column core area; the main structure can be achieved through industrialized manufacturing of the section steel components and the connecting plates before construction, so that on-site rapid installation is completed, and construction is convenient; and the bridging type steel bars are adopted for connection, so that the stress continuity of the steel bars in the core area is guaranteed.
本发明公开一种劲性混凝土结构梁柱核心区的施工方法,包括:深化设计;型钢件加工制作与安装;节点区钢筋连接;侧模安装;混凝土浇筑;混凝土养护;劲性混凝土结构梁柱核心区包括型钢柱、型钢梁和强化组件,型钢柱和型钢梁垂直焊接;型钢柱包括十字中柱和固定板,十字中柱设置为十字型横截面的延伸件,固定板设置在十字中柱的四个端边上,型钢梁焊接在固定板上;型钢梁包括两平行设置的翼板和连接两翼板的腹板;本发明对劲性混凝土框架节点即梁柱核心区进行深化设计,确定连接方式;主要结构可在施工前通过型钢构件与连接板的工厂化制作实现,从而完成现场的快速安装,施工便捷;采用搭桥式钢筋连接,保证了核心区钢筋受力的连续性。
Construction method of stiff concrete structure beam column core area
一种劲性混凝土结构梁柱核心区的施工方法
ZUO LE (author) / WU GANG (author) / XIE FUMEI (author) / WANG SHANCHAO (author) / PENG BING (author) / TIAN DIEJIN (author) / LIANG TAO (author)
2020-08-25
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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