Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Non-covering-layer anchoring structure of steel trestle
The invention discloses a steel trestle non-covering layer anchoring structure which comprises an anchoring structure body and a steel trestle, the anchoring structure body is arranged at the lower end of the steel trestle, a steel frame is arranged on the anchoring structure body, multiple sets of steel pipe piles are evenly connected to the lower end of the steel frame at intervals, and a concrete covering layer is poured at the lower ends of the steel pipe piles. The bottom of the steel pipe pile is reinforced by the concrete covering layer under the condition of no covering layer, a first inclined supporting rod and a second inclined supporting rod are evenly fixed to one side of the steel frame at intervals, the first inclined supporting rod and the second inclined supporting rod are located at the downstream position of a river, and the inclination angles of the first inclined supporting rod and the second inclined supporting rod are different. According to the non-covering-layer anchoring structure for the steel trestle, under the condition of no covering layer, the covering layer is formed by pouring concrete, the sinking depth of the steel pipe piles is guaranteed, the steel frame is supported and reinforced on the downstream through the inclined struts, and the overall stability of the trestle is guaranteed.
本发明公开了钢栈桥无覆盖层锚固结构，包括锚固结构主体和钢栈桥，所述锚固结构主体设于钢栈桥下端，所述锚固结构主体上设有钢架，且钢架下端均匀间隔连接有多组钢管桩，并且钢管桩下端浇筑有混凝土覆盖层，使混凝土覆盖层在无覆盖层条件下对钢管桩底部进行加固，所述钢架其中一侧均匀间隔固定有第一斜撑杆和第二斜撑杆，且第一斜撑杆和第二斜撑杆位于河流下游位置，并且第一斜撑杆和第二斜撑杆的倾斜角度不同。该钢栈桥无覆盖层锚固结构在无覆盖层条件下，通过浇筑混凝土形成覆盖层，保证钢管桩的钢管桩下沉深度，并在下游通过斜撑对钢架进行支撑加固处理，保证栈桥的整体稳定性。
Non-covering-layer anchoring structure of steel trestle
The invention discloses a steel trestle non-covering layer anchoring structure which comprises an anchoring structure body and a steel trestle, the anchoring structure body is arranged at the lower end of the steel trestle, a steel frame is arranged on the anchoring structure body, multiple sets of steel pipe piles are evenly connected to the lower end of the steel frame at intervals, and a concrete covering layer is poured at the lower ends of the steel pipe piles. The bottom of the steel pipe pile is reinforced by the concrete covering layer under the condition of no covering layer, a first inclined supporting rod and a second inclined supporting rod are evenly fixed to one side of the steel frame at intervals, the first inclined supporting rod and the second inclined supporting rod are located at the downstream position of a river, and the inclination angles of the first inclined supporting rod and the second inclined supporting rod are different. According to the non-covering-layer anchoring structure for the steel trestle, under the condition of no covering layer, the covering layer is formed by pouring concrete, the sinking depth of the steel pipe piles is guaranteed, the steel frame is supported and reinforced on the downstream through the inclined struts, and the overall stability of the trestle is guaranteed.
本发明公开了钢栈桥无覆盖层锚固结构，包括锚固结构主体和钢栈桥，所述锚固结构主体设于钢栈桥下端，所述锚固结构主体上设有钢架，且钢架下端均匀间隔连接有多组钢管桩，并且钢管桩下端浇筑有混凝土覆盖层，使混凝土覆盖层在无覆盖层条件下对钢管桩底部进行加固，所述钢架其中一侧均匀间隔固定有第一斜撑杆和第二斜撑杆，且第一斜撑杆和第二斜撑杆位于河流下游位置，并且第一斜撑杆和第二斜撑杆的倾斜角度不同。该钢栈桥无覆盖层锚固结构在无覆盖层条件下，通过浇筑混凝土形成覆盖层，保证钢管桩的钢管桩下沉深度，并在下游通过斜撑对钢架进行支撑加固处理，保证栈桥的整体稳定性。
Non-covering-layer anchoring structure of steel trestle
钢栈桥无覆盖层锚固结构
HUANG XIANBIN (Autor:in) / LU GUOHUI (Autor:in) / LAN SHUXIONG (Autor:in) / TANG XINGWEN (Autor:in) / QING ZHIGANG (Autor:in) / CAO TIANSHANG (Autor:in) / LUO JUNYOU (Autor:in) / ZENG TAO (Autor:in) / YE BAOLIN (Autor:in) / GU XIANG (Autor:in)
21.11.2023
Patent
Elektronische Ressource
Chinesisch
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