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Steel concrete superposed beam bridge and mounting method thereof
The steel-concrete superposed beam bridge comprises a plurality of superposed beam bodies and two rows of steel-concrete stand columns, the superposed beam bodies are stacked between the two rows of steel-concrete stand columns side by side, rough surface grooves are formed in the two sides of each superposed beam body, notch grooves are formed in the inner side walls of the upper ends of bracket beams, and sealing plates are arranged at the tops of the superposed beam bodies. A pushing mechanism is installed at the bottom of the notch groove, and a sliding distance adjusting mechanism is installed in the sliding way and used for adjusting the horizontal angle of the superposed beam body. When concrete is poured on the upper portions of the composite beam bodies, the concrete enters the rough surface grooves through the liquid leakage notches, so that the adjacent composite beam bodies are connected, the stability and structural strength of connection between the adjacent composite beam bodies are effectively guaranteed, meanwhile, gaps between the adjacent composite beam bodies are avoided, and the service life of the composite beam bodies is prolonged. Concrete can be effectively blocked by adjusting the height of the sealing plate through the pushing mechanism, the horizontal angle of the superposed beam body is adjusted through the sliding distance adjusting mechanism, safety is improved, meanwhile, angle adjustment can be accurately controlled, and installation efficiency is improved.
本发明公开了一种钢砼叠合梁桥梁,包括多个叠合梁体和两排钢砼立柱,多个所述叠合梁体并排码放在两排钢砼立柱之间位置,叠合梁体两侧均开设有毛面凹槽,牛腿梁上端内侧壁开设有缺口槽,叠合梁体顶部设有密封板,缺口槽底部安装有顶推机构,滑道内安装有滑动调距机构,滑动调距机构用于调整叠合梁体水平角度。当叠合梁体上部浇筑混凝土,混凝土将通过漏液槽口进入毛面凹槽内,从而将相邻叠合梁体连接,有效保证相邻叠合梁体之间连接的稳定性和结构强度,同时避免相邻叠合梁体之间存在空隙,通过顶推机构调整密封板的高度能够有效封堵混凝土,滑动调距机构调整叠合梁体水平角度,提高安全性,同时角度的调整能够精确控制,提高安装的效率。
Steel concrete superposed beam bridge and mounting method thereof
The steel-concrete superposed beam bridge comprises a plurality of superposed beam bodies and two rows of steel-concrete stand columns, the superposed beam bodies are stacked between the two rows of steel-concrete stand columns side by side, rough surface grooves are formed in the two sides of each superposed beam body, notch grooves are formed in the inner side walls of the upper ends of bracket beams, and sealing plates are arranged at the tops of the superposed beam bodies. A pushing mechanism is installed at the bottom of the notch groove, and a sliding distance adjusting mechanism is installed in the sliding way and used for adjusting the horizontal angle of the superposed beam body. When concrete is poured on the upper portions of the composite beam bodies, the concrete enters the rough surface grooves through the liquid leakage notches, so that the adjacent composite beam bodies are connected, the stability and structural strength of connection between the adjacent composite beam bodies are effectively guaranteed, meanwhile, gaps between the adjacent composite beam bodies are avoided, and the service life of the composite beam bodies is prolonged. Concrete can be effectively blocked by adjusting the height of the sealing plate through the pushing mechanism, the horizontal angle of the superposed beam body is adjusted through the sliding distance adjusting mechanism, safety is improved, meanwhile, angle adjustment can be accurately controlled, and installation efficiency is improved.
本发明公开了一种钢砼叠合梁桥梁,包括多个叠合梁体和两排钢砼立柱,多个所述叠合梁体并排码放在两排钢砼立柱之间位置,叠合梁体两侧均开设有毛面凹槽,牛腿梁上端内侧壁开设有缺口槽,叠合梁体顶部设有密封板,缺口槽底部安装有顶推机构,滑道内安装有滑动调距机构,滑动调距机构用于调整叠合梁体水平角度。当叠合梁体上部浇筑混凝土,混凝土将通过漏液槽口进入毛面凹槽内,从而将相邻叠合梁体连接,有效保证相邻叠合梁体之间连接的稳定性和结构强度,同时避免相邻叠合梁体之间存在空隙,通过顶推机构调整密封板的高度能够有效封堵混凝土,滑动调距机构调整叠合梁体水平角度,提高安全性,同时角度的调整能够精确控制,提高安装的效率。
Steel concrete superposed beam bridge and mounting method thereof
一种钢砼叠合梁桥梁及其安装方法
LI ZHEN (author) / LI WEIJUN (author) / LIU NENGWEN (author) / ZHOU JINQIAO (author) / HUANG MUJUAN (author) / CHEN XIAOBO (author) / WU YULIN (author) / TANG XIONG (author)
2024-01-05
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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