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Method for accelerating rapid construction of pre-stressed anchoring type reverse pile slab wall
The invention discloses a method for accelerating rapid construction of a pre-stressed anchoring type reverse pile-slab wall. The method comprises the following steps that S1, first-layer anchor cable construction is conducted; s2, earth is excavated to the position of a first-layer waist beam; s3, first-layer concrete breast boards and waist beams are constructed; s4, second-layer anchor cable construction is conducted; s5, earth excavation is conducted to the position of a second-layer waist beam; s6, second-layer concrete breast boards and waist beams are constructed; s7, after the first-layer and second-layer breast boards, the waist beams and the anchor cables are constructed, the next cycle is carried out; according to the method for accelerating the rapid construction of the pre-stressed anchoring type reverse pile slab wall, the construction period can be shortened to a great extent, the construction procedures are optimized and simplified, the labor and mechanical cost is greatly saved, a working face can be prevented from being provided for a drilling machine after earth excavation and backfilling, the working efficiency is improved, and the method is suitable for application and popularization.
本发明公开一种加快预应力锚拉式逆作桩板墙快速施工的方法,包括如下步骤:S1:一层锚索施工;S2:土方开挖至一层腰梁位置;S3:一层混凝土挡土板和腰梁施工;S4:二层锚索施工;S5:土方开挖至二层腰梁位置;S6:二层混凝土挡土板和腰梁施工;S7:一层、二层挡土板、腰梁、锚索施工完成后进入下一循环;该加快预应力锚拉式逆作桩板墙快速施工的方法能够很大程度上节约工期、优化简化施工工序,大大节约了人工、机械成本,还能够避免土方开挖回填后为钻机提供工作面,提高工作效率,适合推广使用。
Method for accelerating rapid construction of pre-stressed anchoring type reverse pile slab wall
The invention discloses a method for accelerating rapid construction of a pre-stressed anchoring type reverse pile-slab wall. The method comprises the following steps that S1, first-layer anchor cable construction is conducted; s2, earth is excavated to the position of a first-layer waist beam; s3, first-layer concrete breast boards and waist beams are constructed; s4, second-layer anchor cable construction is conducted; s5, earth excavation is conducted to the position of a second-layer waist beam; s6, second-layer concrete breast boards and waist beams are constructed; s7, after the first-layer and second-layer breast boards, the waist beams and the anchor cables are constructed, the next cycle is carried out; according to the method for accelerating the rapid construction of the pre-stressed anchoring type reverse pile slab wall, the construction period can be shortened to a great extent, the construction procedures are optimized and simplified, the labor and mechanical cost is greatly saved, a working face can be prevented from being provided for a drilling machine after earth excavation and backfilling, the working efficiency is improved, and the method is suitable for application and popularization.
本发明公开一种加快预应力锚拉式逆作桩板墙快速施工的方法,包括如下步骤:S1:一层锚索施工;S2:土方开挖至一层腰梁位置;S3:一层混凝土挡土板和腰梁施工;S4:二层锚索施工;S5:土方开挖至二层腰梁位置;S6:二层混凝土挡土板和腰梁施工;S7:一层、二层挡土板、腰梁、锚索施工完成后进入下一循环;该加快预应力锚拉式逆作桩板墙快速施工的方法能够很大程度上节约工期、优化简化施工工序,大大节约了人工、机械成本,还能够避免土方开挖回填后为钻机提供工作面,提高工作效率,适合推广使用。
Method for accelerating rapid construction of pre-stressed anchoring type reverse pile slab wall
一种加快预应力锚拉式逆作桩板墙快速施工的方法
ZHOU GUOSHUAI (author) / CHANG BAOXIA (author) / CAO XIZE (author) / QU SHAOTING (author)
2024-07-02
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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