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Sectional type steel truss bridge and construction method thereof
The invention relates to the field of steel truss bridges, and discloses a sectional type steel truss bridge which comprises a plurality of sections of trusses, each section of truss comprises a pavement slab and two side supporting frames, and a plurality of supporting cross beams are hinged to one side of each side supporting frame. The multiple supporting cross beams connected to the same side supporting frame are arranged at intervals in the length direction of the side supporting frame, each side supporting frame is provided with an adjusting mechanism, and the multiple supporting cross beams located on the same side supporting frame are connected with the corresponding adjusting mechanisms. The adjusting mechanism is used for driving the multiple supporting cross beams to rotate, and the pavement slab is connected to the multiple supporting cross beams. The method has the advantages that the splicing speed of constructors on the steel truss bridge on the construction site is increased, and the installation efficiency of the steel truss bridge on the construction site is improved.
本申请涉及钢桁架桥的领域,公开了一种分段式钢桁架桥,其包括多节桁架,每节所述桁架均包括路面板和两个侧撑架,每个所述侧撑架的一侧均铰接有多根支撑横梁,连接在同一个所述侧撑架上的多个所述支撑横梁沿所述侧撑架的长度方向间隔设置,每个所述侧撑架上均设置调节机构,位于同一个所述侧撑架上的多根所述支撑横梁均与自身所对应的所述调节机构连接,所述调节机构用于驱动多根支撑横梁转动,所述路面板连接在多根所述支撑横梁上。本申请具有提高施工人员在施工现场对钢桁架桥进行拼接的速度,提高钢桁架桥在施工现场安装效率的效果。
Sectional type steel truss bridge and construction method thereof
The invention relates to the field of steel truss bridges, and discloses a sectional type steel truss bridge which comprises a plurality of sections of trusses, each section of truss comprises a pavement slab and two side supporting frames, and a plurality of supporting cross beams are hinged to one side of each side supporting frame. The multiple supporting cross beams connected to the same side supporting frame are arranged at intervals in the length direction of the side supporting frame, each side supporting frame is provided with an adjusting mechanism, and the multiple supporting cross beams located on the same side supporting frame are connected with the corresponding adjusting mechanisms. The adjusting mechanism is used for driving the multiple supporting cross beams to rotate, and the pavement slab is connected to the multiple supporting cross beams. The method has the advantages that the splicing speed of constructors on the steel truss bridge on the construction site is increased, and the installation efficiency of the steel truss bridge on the construction site is improved.
本申请涉及钢桁架桥的领域,公开了一种分段式钢桁架桥,其包括多节桁架,每节所述桁架均包括路面板和两个侧撑架,每个所述侧撑架的一侧均铰接有多根支撑横梁,连接在同一个所述侧撑架上的多个所述支撑横梁沿所述侧撑架的长度方向间隔设置,每个所述侧撑架上均设置调节机构,位于同一个所述侧撑架上的多根所述支撑横梁均与自身所对应的所述调节机构连接,所述调节机构用于驱动多根支撑横梁转动,所述路面板连接在多根所述支撑横梁上。本申请具有提高施工人员在施工现场对钢桁架桥进行拼接的速度,提高钢桁架桥在施工现场安装效率的效果。
Sectional type steel truss bridge and construction method thereof
一种分段式钢桁架桥及其施工方法
HAO XIAOMING (Autor:in) / WU WENJING (Autor:in) / ZHANG HUILI (Autor:in) / LI MENGKE (Autor:in) / WANG ZHE (Autor:in) / WANG ZEPENG (Autor:in) / SONG CHEN (Autor:in) / CHEN HUAXING (Autor:in)
25.04.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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