Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of steel plate shear wall
A construction method of a steel plate shear wall includes the following steps of firstly, arranging a concrete platform, embedding a horizontal supporting steel plate in the concrete platform, and arranging connecting threaded rods on the supporting steel plate; secondly, arranging a wing plate at the bottom end face of a steel plate shear wall unit at the bottommost part of a building, wherein the wing plate is welded to the bottom end faces of steel columns and vertical steel plates of the steel plate shear wall unit at the bottommost part; thirdly, making the connecting threaded rods on the supporting steel plate penetrate through through holes in a one-to-one corresponding mode, and locking the wing plate and the supporting steel plate; fourthly, sequentially connecting the steel plate shear wall units in a butt joint mode; fifthly, pouring concrete between the vertical steel plates on the two sides, and forming a steel plate shear wall after the concrete is solidified. By means of the method, no formwork needs to be erected when the steel plate shear wall is established, and the establishing process is simplified; by means of the multi-section splicing mode, the requirement for the capacity of a hoisting mechanism is lowered, and meanwhile the capacity of the hoisting mechanism can be developed to the maximum extent and the construction efficiency is improved.
Construction method of steel plate shear wall
A construction method of a steel plate shear wall includes the following steps of firstly, arranging a concrete platform, embedding a horizontal supporting steel plate in the concrete platform, and arranging connecting threaded rods on the supporting steel plate; secondly, arranging a wing plate at the bottom end face of a steel plate shear wall unit at the bottommost part of a building, wherein the wing plate is welded to the bottom end faces of steel columns and vertical steel plates of the steel plate shear wall unit at the bottommost part; thirdly, making the connecting threaded rods on the supporting steel plate penetrate through through holes in a one-to-one corresponding mode, and locking the wing plate and the supporting steel plate; fourthly, sequentially connecting the steel plate shear wall units in a butt joint mode; fifthly, pouring concrete between the vertical steel plates on the two sides, and forming a steel plate shear wall after the concrete is solidified. By means of the method, no formwork needs to be erected when the steel plate shear wall is established, and the establishing process is simplified; by means of the multi-section splicing mode, the requirement for the capacity of a hoisting mechanism is lowered, and meanwhile the capacity of the hoisting mechanism can be developed to the maximum extent and the construction efficiency is improved.
Construction method of steel plate shear wall
DING CHANGYIN (Autor:in) / HE BINGQUAN (Autor:in) / DENG KAIJIAN (Autor:in) / LIN SHU (Autor:in) / CHEN MUZHEN (Autor:in) / FENG SHAOPENG (Autor:in) / YANG XIANG (Autor:in) / LI ZE (Autor:in)
22.04.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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