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Bridge high-pile bearing platform, bridge pile foundation structure and construction method thereof
The embodiment of the invention discloses a bridge high-pile bearing platform, a bridge pile foundation structure and a construction method thereof. The bridge high-pile bearing platform comprises a steel sleeve box arranged on the outer side in a surrounding mode and a bearing platform body arranged in the steel sleeve box; the bearing platform body comprises a bearing layer, a stress transitionlayer and a stress layer which are sequentially arranged from top to bottom; and a plurality of rebound assemblies are formed between the stress transition layer and the stress layer, each rebound assembly at least comprises a stress block arranged in the stress layer and a rebound block arranged in the stress transition layer, the stress block and the rebound block are oppositely arranged in thesame direction, and an elastic extrusion assembly is connected between the stress block and the rebound block. The bridge pile foundation structure comprises the bridge high-pile bearing platform anda plurality of pile bodies. Through the design, on the basis of effectively saving pile body materials, greatly reducing the construction difficulty and improving the construction efficiency, the water flow impact is adaptively and effectively counteracted, and the stability of the overall structure is improved.
本发明实施例公开了一种桥梁高桩承台、桥梁桩基础结构及其施工方法,桥梁高桩承台包括围合设置于外侧的钢套箱,以及设置于钢套箱内部的承台本体;且,承台本体包括自上而下顺次设置的承力层、受力过渡层和受力层;受力过渡层和受力层之间形成有多组反弹组件,且每组反弹组件至少包括设置于受力层中的受力块,以及设置于受力过渡层中的反弹块,且受力块与反弹块在同一个方向上相对设置,受力块与反弹块之间连接有弹力挤压组件。桥梁桩基础结构包括上述桥梁高桩承台和多根桩体。通过上述设计,本发明在有效节约桩体材料,大大降低施工难度,提高施工效率的基础上,适应性地实现对水流冲击的有效抵消,提高整体结构的稳定。
Bridge high-pile bearing platform, bridge pile foundation structure and construction method thereof
The embodiment of the invention discloses a bridge high-pile bearing platform, a bridge pile foundation structure and a construction method thereof. The bridge high-pile bearing platform comprises a steel sleeve box arranged on the outer side in a surrounding mode and a bearing platform body arranged in the steel sleeve box; the bearing platform body comprises a bearing layer, a stress transitionlayer and a stress layer which are sequentially arranged from top to bottom; and a plurality of rebound assemblies are formed between the stress transition layer and the stress layer, each rebound assembly at least comprises a stress block arranged in the stress layer and a rebound block arranged in the stress transition layer, the stress block and the rebound block are oppositely arranged in thesame direction, and an elastic extrusion assembly is connected between the stress block and the rebound block. The bridge pile foundation structure comprises the bridge high-pile bearing platform anda plurality of pile bodies. Through the design, on the basis of effectively saving pile body materials, greatly reducing the construction difficulty and improving the construction efficiency, the water flow impact is adaptively and effectively counteracted, and the stability of the overall structure is improved.
本发明实施例公开了一种桥梁高桩承台、桥梁桩基础结构及其施工方法,桥梁高桩承台包括围合设置于外侧的钢套箱,以及设置于钢套箱内部的承台本体;且,承台本体包括自上而下顺次设置的承力层、受力过渡层和受力层;受力过渡层和受力层之间形成有多组反弹组件,且每组反弹组件至少包括设置于受力层中的受力块,以及设置于受力过渡层中的反弹块,且受力块与反弹块在同一个方向上相对设置,受力块与反弹块之间连接有弹力挤压组件。桥梁桩基础结构包括上述桥梁高桩承台和多根桩体。通过上述设计,本发明在有效节约桩体材料,大大降低施工难度,提高施工效率的基础上,适应性地实现对水流冲击的有效抵消,提高整体结构的稳定。
Bridge high-pile bearing platform, bridge pile foundation structure and construction method thereof
一种桥梁高桩承台、桥梁桩基础结构及其施工方法
ZHONG JIANWEN (author)
2020-08-11
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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