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Steel reinforced concrete anti-slide sheet-pile wall retaining structure and construction method thereof
The invention relates to the technical field of slope supporting, in particular to a steel reinforced concrete anti-slide sheet-pile wall retaining structure and a construction method thereof.The steel reinforced concrete anti-slide sheet-pile wall retaining structure comprises a plurality of anti-slide pile units, and a soil retaining plate is arranged between every two adjacent anti-slide pile units; each slide-resistant pile unit comprises pile body concrete, a pile body reinforcement cage and a profile steel assembly; the soil retaining plate comprises plate body concrete and plate body steel bars, and the plate body steel bars are connected with the profile steel assemblies of the slide-resistant pile units in a welded mode. The profile steel assemblies are arranged in the slide-resistant pile units, so that a novel combined pile-slab wall supporting and retaining structure is formed, and the novel combined pile-slab wall supporting and retaining structure has higher bearing capacity and rigidity compared with a traditional reinforced concrete slide-resistant pile-slab wall; and the steel bar consumption of the pile body steel reinforcement cage can be greatly reduced, and the problems that the pile body steel reinforcement cage is difficult to hoist and splice due to a large number of steel bars are solved. The method is safe and reliable in quality, simple, convenient and rapid in construction, small in reinforced concrete consumption and capable of achieving the purposes of environmental protection and construction period saving.
本发明涉及边坡支护技术领域,具体为一种型钢混凝土抗滑桩板墙支挡结构及其施工方法,包括若干抗滑桩单元,相邻抗滑桩单元之间设有挡土板;所述抗滑桩单元包括桩体混凝土、桩体钢筋笼和型钢组件;所述挡土板包括板体混凝土和板体钢筋,板体钢筋与抗滑桩单元的型钢组件采用焊接方式连接。本发明通过在抗滑桩单元内设置型钢组件,形成一种新型的组合桩板墙支挡结构,使其具备了比传统的钢筋混凝土抗滑桩板墙更大的承载力、刚度;而且可大幅减少桩体钢筋笼的钢筋用量,避免因钢筋数量多而造成的桩体钢筋笼吊装困难和拼接困难问题。本发明质量安全可靠,施工简便快速,钢筋混凝用量少,可达到绿色环保、节省施工周期目的。
Steel reinforced concrete anti-slide sheet-pile wall retaining structure and construction method thereof
The invention relates to the technical field of slope supporting, in particular to a steel reinforced concrete anti-slide sheet-pile wall retaining structure and a construction method thereof.The steel reinforced concrete anti-slide sheet-pile wall retaining structure comprises a plurality of anti-slide pile units, and a soil retaining plate is arranged between every two adjacent anti-slide pile units; each slide-resistant pile unit comprises pile body concrete, a pile body reinforcement cage and a profile steel assembly; the soil retaining plate comprises plate body concrete and plate body steel bars, and the plate body steel bars are connected with the profile steel assemblies of the slide-resistant pile units in a welded mode. The profile steel assemblies are arranged in the slide-resistant pile units, so that a novel combined pile-slab wall supporting and retaining structure is formed, and the novel combined pile-slab wall supporting and retaining structure has higher bearing capacity and rigidity compared with a traditional reinforced concrete slide-resistant pile-slab wall; and the steel bar consumption of the pile body steel reinforcement cage can be greatly reduced, and the problems that the pile body steel reinforcement cage is difficult to hoist and splice due to a large number of steel bars are solved. The method is safe and reliable in quality, simple, convenient and rapid in construction, small in reinforced concrete consumption and capable of achieving the purposes of environmental protection and construction period saving.
本发明涉及边坡支护技术领域,具体为一种型钢混凝土抗滑桩板墙支挡结构及其施工方法,包括若干抗滑桩单元,相邻抗滑桩单元之间设有挡土板;所述抗滑桩单元包括桩体混凝土、桩体钢筋笼和型钢组件;所述挡土板包括板体混凝土和板体钢筋,板体钢筋与抗滑桩单元的型钢组件采用焊接方式连接。本发明通过在抗滑桩单元内设置型钢组件,形成一种新型的组合桩板墙支挡结构,使其具备了比传统的钢筋混凝土抗滑桩板墙更大的承载力、刚度;而且可大幅减少桩体钢筋笼的钢筋用量,避免因钢筋数量多而造成的桩体钢筋笼吊装困难和拼接困难问题。本发明质量安全可靠,施工简便快速,钢筋混凝用量少,可达到绿色环保、节省施工周期目的。
Steel reinforced concrete anti-slide sheet-pile wall retaining structure and construction method thereof
一种型钢混凝土抗滑桩板墙支挡结构及其施工方法
FU KANG (author) / SHEN CHENLONG (author) / XIAO SHIHAO (author) / FAN YULIN (author) / LI WENHAO (author)
2024-07-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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