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Steel diaphragm connecting structure, combined bridge and construction method
The invention discloses a steel diaphragm connecting structure, a combined bridge and a construction method, and relates to the technical field of bridge structures, and the connecting structure comprises a web plate which is used for being arranged between two longitudinal beams in the transverse bridge direction and is vertically arranged; the top plate is vertically arranged at the top of the web, two ends of the top plate respectively extend into the two longitudinal beams, and a first resistance key is arranged at the end part; the bottom plate is vertically arranged at the bottom of the web, the two ends of the bottom plate extend into the two longitudinal beams respectively, and second resistance keys are arranged at the ends of the bottom plate; and the side plate is vertically arranged at one end of the web plate and is vertical to the top plate and the bottom plate. According to the scheme, the two ends of the top plate and the bottom plate extend into the longitudinal beams, and the resistance keys are arranged at the ends of the top plate and the bottom plate. The connecting strength of the steel transverse partition beams and the longitudinal beams is improved, and stress of the whole structure is facilitated. And by arranging the side plates, the compression resistance of the structure is improved. The problems that in the prior art, a steel diaphragm connecting structure is simple in structure, poor in structural strength and poor in tensile and compression resistance are solved.
本发明公开了一种钢横隔梁连接结构、组合桥梁及施工方法,涉及桥梁结构技术领域,该连接结构包括:腹板,其用于沿横桥向设置在两根纵梁之间,并竖直设置;顶板,其垂直设置在腹板顶部,顶板两端分别伸入两根纵梁,并在端部设置有第一抗力键;底板,其垂直设置在腹板底部,底板两端分别伸入两根纵梁,并在端部设置有第二抗力键;侧板,其垂直设置在腹板的一端并与顶板和底板均垂直。本方案顶板和底板的两端均伸入纵梁中,并且在顶板和底板的端部设置抗力键。提升了钢横隔梁与纵梁的连接强度,利于整体结构受力。通过设置侧板,提升结构的抗压性能。解决了现有技术中钢横隔梁连接结构存在结构简单,结构强度差,抗拉抗压性能差的问题。
Steel diaphragm connecting structure, combined bridge and construction method
The invention discloses a steel diaphragm connecting structure, a combined bridge and a construction method, and relates to the technical field of bridge structures, and the connecting structure comprises a web plate which is used for being arranged between two longitudinal beams in the transverse bridge direction and is vertically arranged; the top plate is vertically arranged at the top of the web, two ends of the top plate respectively extend into the two longitudinal beams, and a first resistance key is arranged at the end part; the bottom plate is vertically arranged at the bottom of the web, the two ends of the bottom plate extend into the two longitudinal beams respectively, and second resistance keys are arranged at the ends of the bottom plate; and the side plate is vertically arranged at one end of the web plate and is vertical to the top plate and the bottom plate. According to the scheme, the two ends of the top plate and the bottom plate extend into the longitudinal beams, and the resistance keys are arranged at the ends of the top plate and the bottom plate. The connecting strength of the steel transverse partition beams and the longitudinal beams is improved, and stress of the whole structure is facilitated. And by arranging the side plates, the compression resistance of the structure is improved. The problems that in the prior art, a steel diaphragm connecting structure is simple in structure, poor in structural strength and poor in tensile and compression resistance are solved.
本发明公开了一种钢横隔梁连接结构、组合桥梁及施工方法,涉及桥梁结构技术领域,该连接结构包括:腹板,其用于沿横桥向设置在两根纵梁之间,并竖直设置;顶板,其垂直设置在腹板顶部,顶板两端分别伸入两根纵梁,并在端部设置有第一抗力键;底板,其垂直设置在腹板底部,底板两端分别伸入两根纵梁,并在端部设置有第二抗力键;侧板,其垂直设置在腹板的一端并与顶板和底板均垂直。本方案顶板和底板的两端均伸入纵梁中,并且在顶板和底板的端部设置抗力键。提升了钢横隔梁与纵梁的连接强度,利于整体结构受力。通过设置侧板,提升结构的抗压性能。解决了现有技术中钢横隔梁连接结构存在结构简单,结构强度差,抗拉抗压性能差的问题。
Steel diaphragm connecting structure, combined bridge and construction method
一种钢横隔梁连接结构、组合桥梁及施工方法
WANG FAN (Autor:in) / WANG SHIGANG (Autor:in) / XU WEI (Autor:in) / WANG YANKANG (Autor:in)
02.01.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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