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The invention provides a prestressed profile steel support pile and a mounting method. The prestressed profile steel support pile comprises support pile bodies, H-shaped butt-joint beams are arranged on one sides of the support pile bodies, a plurality of adjusting mechanisms are arranged on the surfaces of the H-shaped butt-joint beams, a plurality of supporting mechanisms are fixedly connected to the inner walls of the H-shaped butt-joint beams, a reinforcing mechanism is fixedly connected between every two adjacent supporting mechanisms, and the adjacent H-shaped butt-joint beams are fixedly connected through a setting mechanism. By means of butt-joint columns arranged on the surfaces of the supporting pile bodies and butt-joint grooves formed in the surfaces of the supporting pile bodies, connection gaps between the adjacent supporting pile bodies are greatly reduced, the problem that gaps between traditional steel sheet piles are too large is solved, the reinforcing mechanisms are arranged, so that adjacent supporting rods are better stressed, the effect of sharing stress for the supporting rods is achieved, and shaping rods arranged at the four opposite angles connected with the H-shaped butt-joint beams have the shaping effect on the H-shaped butt-joint beams.
本发明提供一种预应力型钢支护桩及安装方法,包括支护桩,支护桩的一侧设有H型对接梁,H型对接梁的表面设有若干调节机构,H型对接梁内壁固定连接有若干支撑机构,若干支撑机构相邻之间固定连接有加强机构,相邻连根H型对接梁之间通过定形机构固定连接,本发明:通过支护桩表面设有的对接柱和开设的对接槽使得相邻支护桩之间的连接缝隙大大的减小,解决了传统的钢板桩之间缝隙过大的问题,设有的加强机构,使得相邻支撑杆之间有更好的受力,起到为支撑杆分担受力的作用,设置在H型对接梁连接的四个对角处的定型杆起到对H型对接梁的定型作用。
The invention provides a prestressed profile steel support pile and a mounting method. The prestressed profile steel support pile comprises support pile bodies, H-shaped butt-joint beams are arranged on one sides of the support pile bodies, a plurality of adjusting mechanisms are arranged on the surfaces of the H-shaped butt-joint beams, a plurality of supporting mechanisms are fixedly connected to the inner walls of the H-shaped butt-joint beams, a reinforcing mechanism is fixedly connected between every two adjacent supporting mechanisms, and the adjacent H-shaped butt-joint beams are fixedly connected through a setting mechanism. By means of butt-joint columns arranged on the surfaces of the supporting pile bodies and butt-joint grooves formed in the surfaces of the supporting pile bodies, connection gaps between the adjacent supporting pile bodies are greatly reduced, the problem that gaps between traditional steel sheet piles are too large is solved, the reinforcing mechanisms are arranged, so that adjacent supporting rods are better stressed, the effect of sharing stress for the supporting rods is achieved, and shaping rods arranged at the four opposite angles connected with the H-shaped butt-joint beams have the shaping effect on the H-shaped butt-joint beams.
本发明提供一种预应力型钢支护桩及安装方法,包括支护桩,支护桩的一侧设有H型对接梁,H型对接梁的表面设有若干调节机构,H型对接梁内壁固定连接有若干支撑机构,若干支撑机构相邻之间固定连接有加强机构,相邻连根H型对接梁之间通过定形机构固定连接,本发明:通过支护桩表面设有的对接柱和开设的对接槽使得相邻支护桩之间的连接缝隙大大的减小,解决了传统的钢板桩之间缝隙过大的问题,设有的加强机构,使得相邻支撑杆之间有更好的受力,起到为支撑杆分担受力的作用,设置在H型对接梁连接的四个对角处的定型杆起到对H型对接梁的定型作用。
Prestressed profile steel support pile and mounting method
一种预应力型钢支护桩及安装方法
20.08.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Prestressed section steel support pile for foundation pit construction
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2024
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