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Herringbone stiff column foot structure and construction method thereof
The invention discloses a herringbone stiff column foot structure and a construction method thereof. The column foot structure comprises two foundation columns corresponding to the positions of two column feet of a herringbone column and a foundation beam connected between the two foundation columns, wherein the foundation columns are of stiff structures and comprise steel rib columns; the foundation beam is of a reinforced concrete structure; and main ribs of the foundation beam are welded to anchoring plates prefabricated and welded on the two steel rib columns in advance. By designing the stiff column foot structure and adopting the combination form of the foundation columns and the foundation beam, the bearing capacity and integrity of the column foot structure are improved, and the bearing capacity strength of the column foot structure is improved. Meanwhile, the construction method is provided so that the structure can be efficiently implemented in practical application.
本发明公开了一种人字劲性柱脚结构及其施工方法,其中柱脚结构包括对应于人字柱两柱脚位置的两根基础柱以及连接于两根所述基础柱之间的基础梁;所述基础柱为劲性结构,包括钢骨柱;所述基础梁为钢筋混凝土结构,所述基础梁的主筋焊接在两根所述钢骨柱上提前预制焊接的锚固板上。本发明通过设计劲性柱脚结构,采用基础柱与基础梁组合形式,提高柱脚结构的承载能力和整体性,提高柱脚结构承载力强度,同时提供一种施工方法使结构能够在实际应用中得以高效实施。
Herringbone stiff column foot structure and construction method thereof
The invention discloses a herringbone stiff column foot structure and a construction method thereof. The column foot structure comprises two foundation columns corresponding to the positions of two column feet of a herringbone column and a foundation beam connected between the two foundation columns, wherein the foundation columns are of stiff structures and comprise steel rib columns; the foundation beam is of a reinforced concrete structure; and main ribs of the foundation beam are welded to anchoring plates prefabricated and welded on the two steel rib columns in advance. By designing the stiff column foot structure and adopting the combination form of the foundation columns and the foundation beam, the bearing capacity and integrity of the column foot structure are improved, and the bearing capacity strength of the column foot structure is improved. Meanwhile, the construction method is provided so that the structure can be efficiently implemented in practical application.
本发明公开了一种人字劲性柱脚结构及其施工方法,其中柱脚结构包括对应于人字柱两柱脚位置的两根基础柱以及连接于两根所述基础柱之间的基础梁;所述基础柱为劲性结构,包括钢骨柱;所述基础梁为钢筋混凝土结构,所述基础梁的主筋焊接在两根所述钢骨柱上提前预制焊接的锚固板上。本发明通过设计劲性柱脚结构,采用基础柱与基础梁组合形式,提高柱脚结构的承载能力和整体性,提高柱脚结构承载力强度,同时提供一种施工方法使结构能够在实际应用中得以高效实施。
Herringbone stiff column foot structure and construction method thereof
一种人字劲性柱脚结构及其施工方法
LIU HAO (Autor:in) / HUANG ZHIXIN (Autor:in) / YU HAISHEN (Autor:in) / XIE YONGFEI (Autor:in) / LIU FEI (Autor:in) / DU MENGYU (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
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