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High-precision positioning construction method for in-situ newly-built pile foundation of old high-pile wharf
The invention relates to an old high-pile wharf in-situ newly-built pile foundation high-precision positioning construction method, and relates to the field of high-pile wharfs. The method comprises the following steps that S1, an original wharf is dismantled; s2, all the pile foundations are marked, the angles and the positions of all the pile foundations are measured and recorded, then the pile foundations are cut off, and lower pile foundations are left; s3, a floating marking mechanism is arranged at the top of the lower pile foundation according to the mark; s4, sludge on the seabed is cleaned; s5, the new pile foundation is driven into a new position according to the extending direction and the inclination angle, corresponding to the lower pile foundation, of the floating marking mechanism, and collision between the new pile foundation and the old pile foundation is avoided; and S6, building of the new wharf is completed based on the new pile foundation. The floating marking mechanism is arranged at the top of the corresponding lower pile foundation, the floating marking mechanism records the extending direction and the inclination angle of the corresponding lower pile foundation, the new pile foundation is driven into the new position according to the extending direction and the inclination angle, corresponding to the lower pile foundation, of the floating marking mechanism, and collision between the new pile foundation and the old pile foundation can be avoided.
本申请涉及一种旧有高桩码头原位新建的桩基高精度定位施工方法,涉及高桩码头领域,包括以下步骤:S1:拆除原码头;S2:对各桩基进行标记,测量并记录各桩基的角度和位置,然后截断桩基,留下下桩基;S3:根据标记在下桩基顶部设置漂浮标记机构;S4:清理海床上的淤泥;S5:根据漂浮标记机构上对应下桩基的延伸方位和倾斜角度,将新桩基打入新的位置,并避免新桩基和旧桩基产生碰撞;S6:基于新桩基,完成新码头的建造。本申请在相应的下桩基顶部设置漂浮标记机构,漂浮标记机构记录对应下桩基的延伸方位和倾斜角度,根据漂浮标记机构上对应下桩基的延伸方位和倾斜角度,将新桩基打入新的位置,可以避免新桩基和旧桩基产生碰撞。
High-precision positioning construction method for in-situ newly-built pile foundation of old high-pile wharf
The invention relates to an old high-pile wharf in-situ newly-built pile foundation high-precision positioning construction method, and relates to the field of high-pile wharfs. The method comprises the following steps that S1, an original wharf is dismantled; s2, all the pile foundations are marked, the angles and the positions of all the pile foundations are measured and recorded, then the pile foundations are cut off, and lower pile foundations are left; s3, a floating marking mechanism is arranged at the top of the lower pile foundation according to the mark; s4, sludge on the seabed is cleaned; s5, the new pile foundation is driven into a new position according to the extending direction and the inclination angle, corresponding to the lower pile foundation, of the floating marking mechanism, and collision between the new pile foundation and the old pile foundation is avoided; and S6, building of the new wharf is completed based on the new pile foundation. The floating marking mechanism is arranged at the top of the corresponding lower pile foundation, the floating marking mechanism records the extending direction and the inclination angle of the corresponding lower pile foundation, the new pile foundation is driven into the new position according to the extending direction and the inclination angle, corresponding to the lower pile foundation, of the floating marking mechanism, and collision between the new pile foundation and the old pile foundation can be avoided.
本申请涉及一种旧有高桩码头原位新建的桩基高精度定位施工方法,涉及高桩码头领域,包括以下步骤:S1:拆除原码头;S2:对各桩基进行标记,测量并记录各桩基的角度和位置,然后截断桩基,留下下桩基;S3:根据标记在下桩基顶部设置漂浮标记机构;S4:清理海床上的淤泥;S5:根据漂浮标记机构上对应下桩基的延伸方位和倾斜角度,将新桩基打入新的位置,并避免新桩基和旧桩基产生碰撞;S6:基于新桩基,完成新码头的建造。本申请在相应的下桩基顶部设置漂浮标记机构,漂浮标记机构记录对应下桩基的延伸方位和倾斜角度,根据漂浮标记机构上对应下桩基的延伸方位和倾斜角度,将新桩基打入新的位置,可以避免新桩基和旧桩基产生碰撞。
High-precision positioning construction method for in-situ newly-built pile foundation of old high-pile wharf
一种旧有高桩码头原位新建的桩基高精度定位施工方法
MENG BO (Autor:in) / WANG CHENGWU (Autor:in) / ZHANG PU (Autor:in) / WU JIAN (Autor:in) / GAO QIANG (Autor:in) / LI JUNQIAN (Autor:in) / LI XINYAO (Autor:in) / LI BENBEN (Autor:in) / SUN HUANZHONG (Autor:in) / YANG SHENGLONG (Autor:in)
15.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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