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Step-shaped bridge end transition slab structure
The invention relates to the technical field of bridge engineering, in particular to a step-shaped bridge end transition slab structure. The structure comprises a bridge girder, a bridge pavement surface layer, a step-shaped transition slab and a bridge abutment, wherein the end of the bridge girder is fixed to the top of the inner side of the bridge abutment, a steel corbel is arranged above the outer side of the bridge abutment, the bridge pavement surface layer is arranged above the bridge girder, the step-shaped transition slab is of a step-shaped structure, the left side of the top end of the step-shaped transition slab is in lap joint with the top of the steel corbel, buried soil is arranged between the upper surface of the step-shaped transition slab and the lower surface of the bridge pavement surface layer, a cushion layer is arranged below the step-shaped transition slab, and an inverted filter layer is arranged between the cushion layer and a soil base at the bottom. According to the invention, longitudinal deformation transmitted by the bridge girder can be absorbed, and meanwhile, deformation is transmitted to the foundation; on the other hand, dislocation between a road and a bridge can be effectively limited through the step-shaped transition slab, a settlement difference at the bridge head is reduced, and bumping at the bridge head caused by uneven settlement of the bridge and a road surface is prevented.
本发明涉及桥梁工程技术领域,尤其是一种阶梯状桥头搭板结构,包括桥梁主梁、桥梁路面面层、阶梯型搭板和桥台,所述桥梁主梁的端部固定于所述桥台的内侧顶部,所述桥台的外侧上方设有钢牛腿,所述桥梁路面面层设置于所述桥梁主梁上方;所述阶梯型搭板呈阶梯状结构,其顶端左侧与所述钢牛腿顶部搭接,其上表面与所述桥梁路面面层下表面之间设有埋土,其下方设有垫层,所述垫层与底部的土基之间设有反滤层。本发明能够吸收桥梁主梁传递的纵向变形,同时将变形传递至基础,另一方面利用阶梯型搭板能够有效限制路桥之间的错动,降低桥头处的沉降差,防止桥梁与路面产生不均匀沉降之后而导致的桥头跳车。
Step-shaped bridge end transition slab structure
The invention relates to the technical field of bridge engineering, in particular to a step-shaped bridge end transition slab structure. The structure comprises a bridge girder, a bridge pavement surface layer, a step-shaped transition slab and a bridge abutment, wherein the end of the bridge girder is fixed to the top of the inner side of the bridge abutment, a steel corbel is arranged above the outer side of the bridge abutment, the bridge pavement surface layer is arranged above the bridge girder, the step-shaped transition slab is of a step-shaped structure, the left side of the top end of the step-shaped transition slab is in lap joint with the top of the steel corbel, buried soil is arranged between the upper surface of the step-shaped transition slab and the lower surface of the bridge pavement surface layer, a cushion layer is arranged below the step-shaped transition slab, and an inverted filter layer is arranged between the cushion layer and a soil base at the bottom. According to the invention, longitudinal deformation transmitted by the bridge girder can be absorbed, and meanwhile, deformation is transmitted to the foundation; on the other hand, dislocation between a road and a bridge can be effectively limited through the step-shaped transition slab, a settlement difference at the bridge head is reduced, and bumping at the bridge head caused by uneven settlement of the bridge and a road surface is prevented.
本发明涉及桥梁工程技术领域,尤其是一种阶梯状桥头搭板结构,包括桥梁主梁、桥梁路面面层、阶梯型搭板和桥台,所述桥梁主梁的端部固定于所述桥台的内侧顶部,所述桥台的外侧上方设有钢牛腿,所述桥梁路面面层设置于所述桥梁主梁上方;所述阶梯型搭板呈阶梯状结构,其顶端左侧与所述钢牛腿顶部搭接,其上表面与所述桥梁路面面层下表面之间设有埋土,其下方设有垫层,所述垫层与底部的土基之间设有反滤层。本发明能够吸收桥梁主梁传递的纵向变形,同时将变形传递至基础,另一方面利用阶梯型搭板能够有效限制路桥之间的错动,降低桥头处的沉降差,防止桥梁与路面产生不均匀沉降之后而导致的桥头跳车。
Step-shaped bridge end transition slab structure
一种阶梯状桥头搭板结构
HU SICONG (Autor:in) / CHEN JIABIN (Autor:in) / TANG JIE (Autor:in) / ZHOU JIANQI (Autor:in)
04.01.2022
Patent
Elektronische Ressource
Chinesisch
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