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Sectional steel concrete column-steel bar concrete beam joint connection method
The invention belongs to the construction structure field, and especially relates to a sectional steel concrete column-steel bar concrete beam joint connection method, which is a novel connection method, aiming to solve the problems of large welding work load and big construction operation difficulty at a joint position of a steel concrete column and a steel bar concrete beam. The sectional steel concrete column-steel bar concrete beam joint connection method comprises an upper flange plate, a lower flange plate, a plurality of vertical bars and a column-shaped steel flange. The advantages are that a vertical plate is narrow, so the stirrup construction at the sectional steel column joint won't be influenced and the arrangement of a pull bar on the beam end won't be influenced by the vertical plate; because the steel bar end is provided with a bent section, the length of the lap joint section is reduced; the length of the upper and the lower flange plates is shortened for transporting conveniently and saving steel material; the connections between the upper and the lower flange plates, the vertical plate and the column-shaped steel flange are finished in a factory; the welding work is free from the construction period, thus the construction is rapid and convenient.
Sectional steel concrete column-steel bar concrete beam joint connection method
The invention belongs to the construction structure field, and especially relates to a sectional steel concrete column-steel bar concrete beam joint connection method, which is a novel connection method, aiming to solve the problems of large welding work load and big construction operation difficulty at a joint position of a steel concrete column and a steel bar concrete beam. The sectional steel concrete column-steel bar concrete beam joint connection method comprises an upper flange plate, a lower flange plate, a plurality of vertical bars and a column-shaped steel flange. The advantages are that a vertical plate is narrow, so the stirrup construction at the sectional steel column joint won't be influenced and the arrangement of a pull bar on the beam end won't be influenced by the vertical plate; because the steel bar end is provided with a bent section, the length of the lap joint section is reduced; the length of the upper and the lower flange plates is shortened for transporting conveniently and saving steel material; the connections between the upper and the lower flange plates, the vertical plate and the column-shaped steel flange are finished in a factory; the welding work is free from the construction period, thus the construction is rapid and convenient.
Sectional steel concrete column-steel bar concrete beam joint connection method
LIU JIEPENG (author) / YU YU (author) / GU JUN (author) / GUO YING (author)
2015-09-09
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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