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Large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall and construction method thereof
The invention discloses a large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall and a construction method thereof, relates to the field of retaining walls, and solves the problem that the construction period is long due to the fact that a pile foundation joist road shoulder retaining wall is of a reinforced concrete structure. According to the technical scheme, the large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall comprises pile foundations arranged at intervals in the road direction, joists fixed to the tops of the pile foundations and a road shoulder retaining wall fixed to the upper portions of the joists, the pile foundations are steel pipe piles, the joists and the road shoulder retaining wall are each divided into at least two sections in the road direction, and the joists and the road shoulder retaining wall are arranged in the road direction. All the sections are spliced with one another, the joist and the road shoulder retaining wall respectively comprise a shell formed by a steel part and filler filled in the shell, and the back side of the road shoulder retaining wall is a backfill area. The construction method of the large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall is used for construction of the road shoulder retaining wall. The retaining wall is used for road shoulder retaining wall projects such as emergency projects or emergency rescue projects with very high construction period requirements.
本发明公开了一种大直径钢管桩桩基托梁钢板路肩挡土墙及其施工方法,涉及挡土墙领域,解决桩基托梁路肩挡土墙采用钢筋混凝土结构存在的施工周期长的问题。本发明采用的技术方案是:一种大直径钢管桩桩基托梁钢板路肩挡土墙,包括沿道路方向间隔布置的桩基、固定于各桩基顶部的托梁,以及固定于托梁上方的路肩挡墙,桩基为钢管桩,托梁和路肩挡墙均沿道路方向分为至少两段,各段之间相互拼接,托梁和路肩挡墙分别包括由钢制件形成的壳体以及充填于壳体内的填料,路肩挡墙的背侧为回填区。一种大直径钢管桩桩基托梁钢板路肩挡土墙的施工方法,用于上述路肩挡土墙的施工。本发用于应急工程或抢险工程等对工期要求非常高的路肩挡土墙工程。
Large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall and construction method thereof
The invention discloses a large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall and a construction method thereof, relates to the field of retaining walls, and solves the problem that the construction period is long due to the fact that a pile foundation joist road shoulder retaining wall is of a reinforced concrete structure. According to the technical scheme, the large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall comprises pile foundations arranged at intervals in the road direction, joists fixed to the tops of the pile foundations and a road shoulder retaining wall fixed to the upper portions of the joists, the pile foundations are steel pipe piles, the joists and the road shoulder retaining wall are each divided into at least two sections in the road direction, and the joists and the road shoulder retaining wall are arranged in the road direction. All the sections are spliced with one another, the joist and the road shoulder retaining wall respectively comprise a shell formed by a steel part and filler filled in the shell, and the back side of the road shoulder retaining wall is a backfill area. The construction method of the large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall is used for construction of the road shoulder retaining wall. The retaining wall is used for road shoulder retaining wall projects such as emergency projects or emergency rescue projects with very high construction period requirements.
本发明公开了一种大直径钢管桩桩基托梁钢板路肩挡土墙及其施工方法,涉及挡土墙领域,解决桩基托梁路肩挡土墙采用钢筋混凝土结构存在的施工周期长的问题。本发明采用的技术方案是:一种大直径钢管桩桩基托梁钢板路肩挡土墙,包括沿道路方向间隔布置的桩基、固定于各桩基顶部的托梁,以及固定于托梁上方的路肩挡墙,桩基为钢管桩,托梁和路肩挡墙均沿道路方向分为至少两段,各段之间相互拼接,托梁和路肩挡墙分别包括由钢制件形成的壳体以及充填于壳体内的填料,路肩挡墙的背侧为回填区。一种大直径钢管桩桩基托梁钢板路肩挡土墙的施工方法,用于上述路肩挡土墙的施工。本发用于应急工程或抢险工程等对工期要求非常高的路肩挡土墙工程。
Large-diameter steel pipe pile foundation joist steel plate road shoulder retaining wall and construction method thereof
一种大直径钢管桩桩基托梁钢板路肩挡土墙及其施工方法
SHEN XIWEN (Autor:in) / WANG LIJUN (Autor:in) / LI GUOQING (Autor:in) / WANG XU (Autor:in) / CHEN YAZHOU (Autor:in)
22.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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