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Pile-plate combined bank protection structure and construction process thereof
The invention relates to the technical field of pile plate type bank protection structures, and discloses a pile plate combined bank protection structure which comprises a water transportation channel and a built retaining wall structure, a plurality of steel casings are arranged on the two sides of the water transportation channel and located on the inner side of the built retaining wall structure, cast-in-place piles are arranged in the steel casings, and T-shaped clamping strips are fixedly arranged on the outer walls of the steel casings. A steel grating plate is clamped between every two adjacent steel casings through a T-shaped clamping strip, and a C30 cast-in-place reinforced concrete cap beam is fixedly arranged on the surface of the upper end of the cast-in-place pile. According to the pile-plate combined bank protection structure, the cast-in-situ bored piles and the steel grating plates are connected into a whole through the steel grating plates and the C30 cast-in-situ reinforced concrete cap beams, a traditional row pile foundation structure is changed, the pile distance is increased, and the construction cost is reduced.
本发明涉及桩板式护岸结构技术领域,且公开了一种桩板组合式的护岸结构,包括水运航道与已建挡墙结构,水运航道两侧且位于已建挡墙结构内侧设置有若干钢护筒,钢护筒内部设置有灌注桩,钢护筒外壁固定设置有T型卡条,相邻两个钢护筒之间通过T型卡条卡接有钢质格栅板,灌注桩上端表面固定设置有C30现浇钢筋砼帽梁。该桩板组合式的护岸结构,通过设置钢质格栅板,C30现浇钢筋砼帽梁将钻孔灌注桩和钢质格栅板连结成整体,改变传统的联排桩基结构,增大桩间距降低工程造价。
Pile-plate combined bank protection structure and construction process thereof
The invention relates to the technical field of pile plate type bank protection structures, and discloses a pile plate combined bank protection structure which comprises a water transportation channel and a built retaining wall structure, a plurality of steel casings are arranged on the two sides of the water transportation channel and located on the inner side of the built retaining wall structure, cast-in-place piles are arranged in the steel casings, and T-shaped clamping strips are fixedly arranged on the outer walls of the steel casings. A steel grating plate is clamped between every two adjacent steel casings through a T-shaped clamping strip, and a C30 cast-in-place reinforced concrete cap beam is fixedly arranged on the surface of the upper end of the cast-in-place pile. According to the pile-plate combined bank protection structure, the cast-in-situ bored piles and the steel grating plates are connected into a whole through the steel grating plates and the C30 cast-in-situ reinforced concrete cap beams, a traditional row pile foundation structure is changed, the pile distance is increased, and the construction cost is reduced.
本发明涉及桩板式护岸结构技术领域,且公开了一种桩板组合式的护岸结构,包括水运航道与已建挡墙结构,水运航道两侧且位于已建挡墙结构内侧设置有若干钢护筒,钢护筒内部设置有灌注桩,钢护筒外壁固定设置有T型卡条,相邻两个钢护筒之间通过T型卡条卡接有钢质格栅板,灌注桩上端表面固定设置有C30现浇钢筋砼帽梁。该桩板组合式的护岸结构,通过设置钢质格栅板,C30现浇钢筋砼帽梁将钻孔灌注桩和钢质格栅板连结成整体,改变传统的联排桩基结构,增大桩间距降低工程造价。
Pile-plate combined bank protection structure and construction process thereof
一种桩板组合式的护岸结构及其施工工艺
WANG ZHE (Autor:in) / YE CHENGGANG (Autor:in) / GUO JIE (Autor:in) / REN SHENGQUAN (Autor:in) / YANG GANG (Autor:in) / SUN FEI (Autor:in)
12.07.2024
Patent
Elektronische Ressource
Chinesisch
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