Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large-span steel truss girder pushing system and construction method
The invention discloses a large-span steel truss girder pushing system and a construction method. The large-span steel truss girder pushing system comprises a clinging type finalization limiting bracket fixed pier shallow layer solidification pushing temporary support system, a temporary assembly support system, a multi-point traction type pushing system, a pushing intelligent dynamic transverse deviation correction system, a quick connection type guide beam system and a pushing dynamic monitoring technology. The construction method comprises the following construction steps: (1) treating a foundation and erecting a temporary support system; (2) erecting a temporary assembly bracket; (3) installing traction type pushing equipment; (4) assembling the steel truss girder; (5) pushing the steel truss girder; (6) pushing intelligent dynamic transverse deviation correction; and (7) dynamically monitoring the quick connection type guide beam system and pushing. Good technical and economic benefits can be obtained when the method is applied to actual engineering.
本发明公开了一种大跨度钢桁架梁顶推体系及施工方法,体系包括紧贴式定型化限位牛腿固墩浅层固化顶推临时支架体系、临时拼装支架体系、多点牵引式顶推体系、顶推智能动态横向纠偏系统、快连式导梁体系及顶推动态监控技术。施工步骤包括:(1)地基处理及临时支架系统搭设;(2)临时拼装支架搭设;(3)牵引式顶推设备安装;(4)钢桁架梁的拼装;(5)钢桁架梁的顶推;(6)顶推智能动态横向纠偏;(7)快连式导梁体系及顶推动态监控。本发明应用于实际工程中可取得较好的技术经济效益。
Large-span steel truss girder pushing system and construction method
The invention discloses a large-span steel truss girder pushing system and a construction method. The large-span steel truss girder pushing system comprises a clinging type finalization limiting bracket fixed pier shallow layer solidification pushing temporary support system, a temporary assembly support system, a multi-point traction type pushing system, a pushing intelligent dynamic transverse deviation correction system, a quick connection type guide beam system and a pushing dynamic monitoring technology. The construction method comprises the following construction steps: (1) treating a foundation and erecting a temporary support system; (2) erecting a temporary assembly bracket; (3) installing traction type pushing equipment; (4) assembling the steel truss girder; (5) pushing the steel truss girder; (6) pushing intelligent dynamic transverse deviation correction; and (7) dynamically monitoring the quick connection type guide beam system and pushing. Good technical and economic benefits can be obtained when the method is applied to actual engineering.
本发明公开了一种大跨度钢桁架梁顶推体系及施工方法,体系包括紧贴式定型化限位牛腿固墩浅层固化顶推临时支架体系、临时拼装支架体系、多点牵引式顶推体系、顶推智能动态横向纠偏系统、快连式导梁体系及顶推动态监控技术。施工步骤包括:(1)地基处理及临时支架系统搭设;(2)临时拼装支架搭设;(3)牵引式顶推设备安装;(4)钢桁架梁的拼装;(5)钢桁架梁的顶推;(6)顶推智能动态横向纠偏;(7)快连式导梁体系及顶推动态监控。本发明应用于实际工程中可取得较好的技术经济效益。
Large-span steel truss girder pushing system and construction method
大跨度钢桁架梁顶推体系及施工方法
SHEN WEICHENG (Autor:in) / SEO DAE-JIN (Autor:in) / YANG KAI (Autor:in) / WANG QIJIAN (Autor:in) / SUN CHENGHAO (Autor:in) / LIU DENG (Autor:in)
24.06.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
Large-span curve steel truss girder construction system and construction method
Europäisches Patentamt | 2022
|Large-span steel truss girder single-cantilever construction method
Europäisches Patentamt | 2020
|Large-span steel truss girder floating towing erection construction method
Europäisches Patentamt | 2020
|Steel truss girder erection method of large-span steel truss girder flexible arch bridge
Europäisches Patentamt | 2023
|