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Embankment crossing transition structure and construction method
The application provides an embankment crossing transition structure and a construction method. The transition structure comprises a current embankment body, a first pile body group, an outer roadbedand an inner roadbed. The first pile body group comprises a plurality of first pile bodies, and the first pile bodies are arranged to a supporting layer from the upper surface of the current embankment body; the outer roadbed is arranged between the current embankment body and a bridge on the sea area side outside the embankment; the outer roadbed comprises a second pile body group and an outer roadbed filling layer, the outer roadbed filling layer is laid above the second pile body group, the second pile body group comprises a plurality of second pile bodies arranged to the supporting layer;the inner roadbed is arranged on the embankment inland area side of the current embankment body and comprises a third pile body group and an inner roadbed filling layer, the inner roadbed filling layer is arranged above the third pile body group, the third pile body group comprises a plurality of third pile bodies, and the third pile body group is arranged on the supporting layer. According to thetransition structure, smooth transition connection between the road and the seawall is achieved; meanwhile, the influence on the current seawall can be reduced.
本申请提供一种堤路交叉的过渡结构以及施工方法,该过渡结构包括现状堤身、第一桩体群、外路基以及内路基。第一桩体群包括多个第一桩体第一桩体自现状堤身的上表面打设至持力层;外路基位于现状堤身与堤外海域侧的桥梁之间,外路基包括第二桩体群以及外路基填筑层,外路基填筑层铺设于第二桩体群的上方,第二桩体群包括多个第二桩体,第二桩体打设至持力层;内路基位于现状堤身的堤内陆域侧,内路基包括第三桩体群和内路基填筑层,内路基填筑层位于第三桩体群的上方,第三桩体群包括多个第三桩体,第三桩体群打设至持力层。该过渡结构在实现道路和海堤之间平顺过渡衔接的同时又能够降低对现状海堤的影响。
Embankment crossing transition structure and construction method
The application provides an embankment crossing transition structure and a construction method. The transition structure comprises a current embankment body, a first pile body group, an outer roadbedand an inner roadbed. The first pile body group comprises a plurality of first pile bodies, and the first pile bodies are arranged to a supporting layer from the upper surface of the current embankment body; the outer roadbed is arranged between the current embankment body and a bridge on the sea area side outside the embankment; the outer roadbed comprises a second pile body group and an outer roadbed filling layer, the outer roadbed filling layer is laid above the second pile body group, the second pile body group comprises a plurality of second pile bodies arranged to the supporting layer;the inner roadbed is arranged on the embankment inland area side of the current embankment body and comprises a third pile body group and an inner roadbed filling layer, the inner roadbed filling layer is arranged above the third pile body group, the third pile body group comprises a plurality of third pile bodies, and the third pile body group is arranged on the supporting layer. According to thetransition structure, smooth transition connection between the road and the seawall is achieved; meanwhile, the influence on the current seawall can be reduced.
本申请提供一种堤路交叉的过渡结构以及施工方法,该过渡结构包括现状堤身、第一桩体群、外路基以及内路基。第一桩体群包括多个第一桩体第一桩体自现状堤身的上表面打设至持力层;外路基位于现状堤身与堤外海域侧的桥梁之间,外路基包括第二桩体群以及外路基填筑层,外路基填筑层铺设于第二桩体群的上方,第二桩体群包括多个第二桩体,第二桩体打设至持力层;内路基位于现状堤身的堤内陆域侧,内路基包括第三桩体群和内路基填筑层,内路基填筑层位于第三桩体群的上方,第三桩体群包括多个第三桩体,第三桩体群打设至持力层。该过渡结构在实现道路和海堤之间平顺过渡衔接的同时又能够降低对现状海堤的影响。
Embankment crossing transition structure and construction method
堤路交叉的过渡结构以及施工方法
CHEN SHENGCHAO (author) / SHI YUZHOU (author) / HU YONGFU (author) / CHEN JIE (author) / ZHAO SIHAN (author) / SHAN JUN (author) / ZHANG YINGYING (author) / ZHANG LEI (author)
2020-08-21
Patent
Electronic Resource
Chinese
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