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Engineering pile construction method
The invention provides an engineering pile construction method, and relates to the technical field of engineering construction. According to the construction method of the engineering pile, when the pile head is broken, the sleeve is arranged on the reinforcing steel bar in a sleeving mode, the end of the sleeve is sealed, so that concrete cannot enter the sleeve to make contact with the reinforcing steel bar, and when the pile head is split through external force, the sleeve located on the pile head can be broken due to the external force; due to the fact that the reinforcing steel bars in the sleeve do not make contact with concrete, when the pile head is separated, the sleeve can be smoothly separated from the reinforcing steel bars, then the pile head is separated from the pile foundation, the difficulty of separating the pile head from the reinforcing steel bars is greatly reduced, and the construction speed is increased.
本发明提供了一种工程桩施工方法,涉及工程施工技术领域。该工程桩施工方法在进行破桩头时,由于套筒套设在钢筋上,并且对套筒的端部进行了密封,因此混凝土不会进入到套筒内与钢筋接触,在用外力分裂桩头时,此时位于桩头部分的套筒会由于外力而破裂,因为套筒内部的钢筋与混凝土未发生接触,因此在分离桩头时,套筒能够顺利的与钢筋分离进而实现桩头与桩基的分离,极大的降低了桩头与钢筋分离的难度,提高了施工速度。
Engineering pile construction method
The invention provides an engineering pile construction method, and relates to the technical field of engineering construction. According to the construction method of the engineering pile, when the pile head is broken, the sleeve is arranged on the reinforcing steel bar in a sleeving mode, the end of the sleeve is sealed, so that concrete cannot enter the sleeve to make contact with the reinforcing steel bar, and when the pile head is split through external force, the sleeve located on the pile head can be broken due to the external force; due to the fact that the reinforcing steel bars in the sleeve do not make contact with concrete, when the pile head is separated, the sleeve can be smoothly separated from the reinforcing steel bars, then the pile head is separated from the pile foundation, the difficulty of separating the pile head from the reinforcing steel bars is greatly reduced, and the construction speed is increased.
本发明提供了一种工程桩施工方法,涉及工程施工技术领域。该工程桩施工方法在进行破桩头时,由于套筒套设在钢筋上,并且对套筒的端部进行了密封,因此混凝土不会进入到套筒内与钢筋接触,在用外力分裂桩头时,此时位于桩头部分的套筒会由于外力而破裂,因为套筒内部的钢筋与混凝土未发生接触,因此在分离桩头时,套筒能够顺利的与钢筋分离进而实现桩头与桩基的分离,极大的降低了桩头与钢筋分离的难度,提高了施工速度。
Engineering pile construction method
一种工程桩施工方法
SHEN BINGJUN (Autor:in) / CHANG YONGXIANG (Autor:in) / ZHANG JUN (Autor:in) / SHEN DIANCHEN (Autor:in) / WANG YONG (Autor:in) / LIU JINLONG (Autor:in) / CHEN ZHENGCHUN (Autor:in) / XU LEHAO (Autor:in) / JIANG XIAOLONG (Autor:in) / XU CHAN (Autor:in)
29.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Engineering pile construction method and composite pile construction method thereof
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