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Center ribbing prestressed pipe pile for foundation pit supporting and construction method of center ribbing prestressed pipe pile
The invention relates to the technical field of urban underground engineering, in particular to a center ribbed prestressed pipe pile for foundation pit supporting and a construction method thereof. The center ribbed prestressed pipe pile comprises a cross-shaped stiffening rib circular steel pipe, and a prestressed concrete hollow-core pipe pile is arranged outside the cross-shaped stiffening rib circular steel pipe; and cement mortar is poured between the cross-shaped stiffening rib circular steel pipe and the prestressed concrete hollow-core pipe pile. The hollow-core space in the prestressed concrete hollow-core pipe pile is fully utilized, the anti-bending bearing capacity and the anti-bending rigidity of the pile body of the support pile are improved under the condition of the same outer diameter of the pipe pile, and the situation that a larger-diameter pipe pile is adopted, so that a more serious soil squeezing effect is caused is avoided; the circular steel pipe with the reinforcing ribs shaped like the Chinese character'ji 'can be recycled and reused, and therefore the construction cost can be remarkably reduced.
本发明涉及城市地下工程技术领域,具体为一种用于基坑支护的中心加肋预应力管桩及其施工方法,包括十字型加劲肋圆钢管,十字型加劲肋圆钢管的外部设置有预应力混凝土空芯管桩,且十字型加劲肋圆钢管与预应力混凝土空芯管桩之间浇灌有水泥砂浆。本发明充分利用了预应力混凝土空芯管桩内部空芯的空间,在同等管桩外径条件下提高了支护桩桩身抗弯承载能力及抗弯刚度,避免采用更大直径管桩引起更严重挤土效应;本发明中的字型加劲肋圆钢管可以回收进行重复利用,从而可以显著降低工程造价。
Center ribbing prestressed pipe pile for foundation pit supporting and construction method of center ribbing prestressed pipe pile
The invention relates to the technical field of urban underground engineering, in particular to a center ribbed prestressed pipe pile for foundation pit supporting and a construction method thereof. The center ribbed prestressed pipe pile comprises a cross-shaped stiffening rib circular steel pipe, and a prestressed concrete hollow-core pipe pile is arranged outside the cross-shaped stiffening rib circular steel pipe; and cement mortar is poured between the cross-shaped stiffening rib circular steel pipe and the prestressed concrete hollow-core pipe pile. The hollow-core space in the prestressed concrete hollow-core pipe pile is fully utilized, the anti-bending bearing capacity and the anti-bending rigidity of the pile body of the support pile are improved under the condition of the same outer diameter of the pipe pile, and the situation that a larger-diameter pipe pile is adopted, so that a more serious soil squeezing effect is caused is avoided; the circular steel pipe with the reinforcing ribs shaped like the Chinese character'ji 'can be recycled and reused, and therefore the construction cost can be remarkably reduced.
本发明涉及城市地下工程技术领域,具体为一种用于基坑支护的中心加肋预应力管桩及其施工方法,包括十字型加劲肋圆钢管,十字型加劲肋圆钢管的外部设置有预应力混凝土空芯管桩,且十字型加劲肋圆钢管与预应力混凝土空芯管桩之间浇灌有水泥砂浆。本发明充分利用了预应力混凝土空芯管桩内部空芯的空间,在同等管桩外径条件下提高了支护桩桩身抗弯承载能力及抗弯刚度,避免采用更大直径管桩引起更严重挤土效应;本发明中的字型加劲肋圆钢管可以回收进行重复利用,从而可以显著降低工程造价。
Center ribbing prestressed pipe pile for foundation pit supporting and construction method of center ribbing prestressed pipe pile
一种用于基坑支护的中心加肋预应力管桩及其施工方法
ZHANG NAN (author) / HU JIA (author) / ZHANG QIAN (author) / GUO KAIYIN (author) / JIANG YANG (author)
2023-10-31
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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