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Concrete-high-strength steel-structure connection node and construction method thereof
The invention discloses a concrete-high-strength steel-structure connection node and a method, and mainly provides a concrete-high-strength steel-structure connection node which is reasonable in structure and high in strength. The concrete-high-strength steel-structure connection node disclosed by the invention comprises concrete columns and a steel plate covering the concrete columns, wherein the steel plate is fixedly connected with the concrete columns through high-strength steel threaded rods, and a steel structure is connected with the steel plate. The concrete-high-strength steel-structure connection node disclosed by the invention is capable of being used in various specially-shaped structures for reinforcement and reconstruction, capable of conveniently realizing beam-to-column rigid connection or hinge joint, and capable of bearing a higher tensile force; and when the sections of the connected columns are small, the problem of insufficient lengths of anchor steel bars during adoption of the traditional scheme can be solved by adopting the section.
Concrete-high-strength steel-structure connection node and construction method thereof
The invention discloses a concrete-high-strength steel-structure connection node and a method, and mainly provides a concrete-high-strength steel-structure connection node which is reasonable in structure and high in strength. The concrete-high-strength steel-structure connection node disclosed by the invention comprises concrete columns and a steel plate covering the concrete columns, wherein the steel plate is fixedly connected with the concrete columns through high-strength steel threaded rods, and a steel structure is connected with the steel plate. The concrete-high-strength steel-structure connection node disclosed by the invention is capable of being used in various specially-shaped structures for reinforcement and reconstruction, capable of conveniently realizing beam-to-column rigid connection or hinge joint, and capable of bearing a higher tensile force; and when the sections of the connected columns are small, the problem of insufficient lengths of anchor steel bars during adoption of the traditional scheme can be solved by adopting the section.
Concrete-high-strength steel-structure connection node and construction method thereof
WU CHANGDONG (author) / QI YULONG (author) / HE WENTAO (author) / ZHANG XIUBIN (author) / BIAN XIAOFANG (author) / LI XIANGJIE (author) / WANG PIN (author) / LIU PENG (author) / CHEN SHUIRONG (author) / LI XIAORUN (author)
2015-12-23
Patent
Electronic Resource
English
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