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A platform for research: civil engineering, architecture and urbanism
Anti-slide pile construction method adopting manual hole digging pile for construction
The invention discloses an anti-slide pile construction method adopting manual hole digging piles for construction, which comprises the following steps: step 1, measuring and positioning at a set position, constructing anti-slide piles at corresponding positions through the manual hole digging piles, arranging two rows of anti-slide piles at intervals along the inclination direction of a side slope, and positioning a plurality of anti-slide piles in each row at the same height of the side slope; secondly, any two adjacent slide-resistant piles in the row of slide-resistant piles located at the high position are connected into a whole through a connecting beam, and meanwhile, any two adjacent slide-resistant piles in the row of slide-resistant piles located at the low position form a retaining support by arranging a sheet-pile wall; thirdly, the slide-resistant piles located at the high position and the low position in the longitudinal direction of the slope are connected into a whole through connecting beams; and fourthly, the slide-resistant pile located at the high position is anchored in the side slope through an anchor rope, and the anchor rope obliquely extends from the slide-resistant pile to the top of the side slope and is straightened. The connection strength, the protection stability and the firm anchoring performance of the anti-slide pile are guaranteed.
本发明公开了一种采用人工挖孔桩进行施工的抗滑桩施工方法，包括：步骤一、在设定的位置进行测量定位，通过人工挖孔桩施工对应位置的抗滑桩，抗滑桩沿边坡倾斜方向间隔设置两排，每一排的数个抗滑桩位于边坡的同一个高度处；步骤二、将位于高处的一排抗滑桩的任意相邻的两个抗滑桩之间通过联系梁连接为一体，同时将位于低处的一排抗滑桩的任意相邻的两个抗滑桩之间通过设置桩板墙形成支挡；步骤三、将沿边坡纵向的位于高处及低处的抗滑桩之间通过连接梁连接为一体；步骤四、将位于高处的抗滑桩通过锚绳锚固于边坡内，锚绳从抗滑桩向边坡顶部方向倾斜延伸并拉直。本发明保证了抗滑桩的连接强度，防护稳定性，牢固的锚固性。
Anti-slide pile construction method adopting manual hole digging pile for construction
The invention discloses an anti-slide pile construction method adopting manual hole digging piles for construction, which comprises the following steps: step 1, measuring and positioning at a set position, constructing anti-slide piles at corresponding positions through the manual hole digging piles, arranging two rows of anti-slide piles at intervals along the inclination direction of a side slope, and positioning a plurality of anti-slide piles in each row at the same height of the side slope; secondly, any two adjacent slide-resistant piles in the row of slide-resistant piles located at the high position are connected into a whole through a connecting beam, and meanwhile, any two adjacent slide-resistant piles in the row of slide-resistant piles located at the low position form a retaining support by arranging a sheet-pile wall; thirdly, the slide-resistant piles located at the high position and the low position in the longitudinal direction of the slope are connected into a whole through connecting beams; and fourthly, the slide-resistant pile located at the high position is anchored in the side slope through an anchor rope, and the anchor rope obliquely extends from the slide-resistant pile to the top of the side slope and is straightened. The connection strength, the protection stability and the firm anchoring performance of the anti-slide pile are guaranteed.
本发明公开了一种采用人工挖孔桩进行施工的抗滑桩施工方法，包括：步骤一、在设定的位置进行测量定位，通过人工挖孔桩施工对应位置的抗滑桩，抗滑桩沿边坡倾斜方向间隔设置两排，每一排的数个抗滑桩位于边坡的同一个高度处；步骤二、将位于高处的一排抗滑桩的任意相邻的两个抗滑桩之间通过联系梁连接为一体，同时将位于低处的一排抗滑桩的任意相邻的两个抗滑桩之间通过设置桩板墙形成支挡；步骤三、将沿边坡纵向的位于高处及低处的抗滑桩之间通过连接梁连接为一体；步骤四、将位于高处的抗滑桩通过锚绳锚固于边坡内，锚绳从抗滑桩向边坡顶部方向倾斜延伸并拉直。本发明保证了抗滑桩的连接强度，防护稳定性，牢固的锚固性。
Anti-slide pile construction method adopting manual hole digging pile for construction
一种采用人工挖孔桩进行施工的抗滑桩施工方法
KONG HAIHONG (author) / CHEN LEI (author) / WEI SHIDONG (author) / LIU HAI (author) / XU LONGAN (author) / JIN ZHUANG (author) / ZHANG WENBIN (author) / LIU QIANG (author) / SHI ZEWEI (author)
2024-04-19
Patent
Electronic Resource
Chinese
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