Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inclined rock foundation trestle and drilling platform construction method
The invention discloses an inclined rock foundation trestle and drilling platform construction method, and relates to the technical field of bridge engineering, the inclined rock foundation trestle and drilling platform construction method comprises a panel, anchor piles, pile foundation protection cylinders, bailey frames and steel protection cylinder assemblies, the pile foundation protection cylinders are arranged in rows, the anchor piles are located on one sides of the pile foundation protection cylinders, and the steel protection cylinder assemblies are arranged on the peripheral sides of the pile foundation protection cylinders; the pile foundation pile casing is located at the top of the trestle platform, the bailey frame is located at the top of the pile foundation pile casing and installed at the top of the steel pile casing assembly, the panel is located at the tops of the anchor piles and the bailey frame, and the steel pile casing assembly comprises a fixed steel pile casing and a platform steel pile casing. Adjacent 820mm steel casings of the trestle platform are connected in a diagonal bracing and transverse connection mode to form an integral bench-shaped structure, so that the stability of the trestle platform and the safety of pile drilling construction are enhanced, the potential safety hazard of pile foundation construction is eliminated, and the problems of erection and pile drilling of the trestle platform under the inclined rock geological condition are solved.
本发明公开了一种斜岩基础栈桥及钻孔平台施工方法，涉及桥梁工程技术领域，包括面板、锚桩、桩基护筒、贝雷架和钢护筒组件，桩基护筒成排布置，锚桩位于桩基护筒一侧，钢护筒组件装设在桩基护筒周侧，贝雷架位于桩基护筒顶部且装设在钢护筒组件顶部，面板位于锚桩和贝雷架顶部，钢护筒组件包括固定钢护筒和平台钢护筒，本发明中栈桥平台可通过连接栈桥平台护筒与斜岩上的2根锚桩，从而抵抗斜岩地质条件引起的水平力，栈桥平台相邻的820mm钢护筒斜撑、横联相连，构成一个整体板凳型结构，增强了栈桥平台的稳定性与钻桩施工的安全性，消除了桩基施工安全隐患，解决了斜岩地质条件下栈桥平台的搭设与钻桩的难题。
Inclined rock foundation trestle and drilling platform construction method
The invention discloses an inclined rock foundation trestle and drilling platform construction method, and relates to the technical field of bridge engineering, the inclined rock foundation trestle and drilling platform construction method comprises a panel, anchor piles, pile foundation protection cylinders, bailey frames and steel protection cylinder assemblies, the pile foundation protection cylinders are arranged in rows, the anchor piles are located on one sides of the pile foundation protection cylinders, and the steel protection cylinder assemblies are arranged on the peripheral sides of the pile foundation protection cylinders; the pile foundation pile casing is located at the top of the trestle platform, the bailey frame is located at the top of the pile foundation pile casing and installed at the top of the steel pile casing assembly, the panel is located at the tops of the anchor piles and the bailey frame, and the steel pile casing assembly comprises a fixed steel pile casing and a platform steel pile casing. Adjacent 820mm steel casings of the trestle platform are connected in a diagonal bracing and transverse connection mode to form an integral bench-shaped structure, so that the stability of the trestle platform and the safety of pile drilling construction are enhanced, the potential safety hazard of pile foundation construction is eliminated, and the problems of erection and pile drilling of the trestle platform under the inclined rock geological condition are solved.
本发明公开了一种斜岩基础栈桥及钻孔平台施工方法，涉及桥梁工程技术领域，包括面板、锚桩、桩基护筒、贝雷架和钢护筒组件，桩基护筒成排布置，锚桩位于桩基护筒一侧，钢护筒组件装设在桩基护筒周侧，贝雷架位于桩基护筒顶部且装设在钢护筒组件顶部，面板位于锚桩和贝雷架顶部，钢护筒组件包括固定钢护筒和平台钢护筒，本发明中栈桥平台可通过连接栈桥平台护筒与斜岩上的2根锚桩，从而抵抗斜岩地质条件引起的水平力，栈桥平台相邻的820mm钢护筒斜撑、横联相连，构成一个整体板凳型结构，增强了栈桥平台的稳定性与钻桩施工的安全性，消除了桩基施工安全隐患，解决了斜岩地质条件下栈桥平台的搭设与钻桩的难题。
Inclined rock foundation trestle and drilling platform construction method
一种斜岩基础栈桥及钻孔平台施工方法
QIAN XIAOAN (Autor:in) / BAO HAN (Autor:in) / LIN ZHIJIE (Autor:in) / ZHONG SHAOMIN (Autor:in) / WANG XIANG (Autor:in)
23.07.2024
Patent
Elektronische Ressource
Chinesisch
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