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CONNECTION STRUCTURE OF COMPOSITE PILE AND CONSTRUCTION METHOD OF COMPOSITE PILE USING CHASER PILE

机译:组合桩的连接结构及组合桩施工方法

摘要

The present invention relates to a construction method of the synthetic pile connecting structure and synthesis of the pile used for the pile foundation.; The present invention is a concrete-based pile (2) in the synthesis pile (1) is configured as a coupling connection plate 3 to the head of concrete-based pile (2) is connected to a steel pipe pile (4) in the connection plate (3) the connecting plate 3 and the conventional welding by having plant ganggyeol the connecting plate 3, the bolt 6 and nut 7 steel pipe pile by using a fixture (4) in the combined brackets (5) connected to the in saves time compared to the connection method can be reduced by shortening the construction period and reduce the cost of construction and the standby time of the device.; The invention also stress concentration in the head of a concrete-based peg (2) by at pile driving the steel pipe pile (4) constituting the conventional synthetic pile (1) above wherein the inertia in the construction of the composite pile (1) by pile driving this occurs by concrete based ground plane for the pile (2) of the large connection plate (3) contact area of ​​the connecting plate 3 in order to improve the problem that the generated head injury is concrete based pile (2) of the cross-section center by using a pile driving auxiliary pile (8) which is located in the construction of composite piles (1) to generate equally a stress generated in the head region of the concrete pile type (2) to prevent damage to the concrete pile type (2).
机译:本发明涉及一种合成桩的连接结构的施工方法,以及一种用于桩基的桩的合成。本发明是将合成桩(1)中的混凝土基桩(2)构造成与混凝土基桩(2)的头部连接的连接板3与钢管基桩(4)的连接。连接板(3)和连接板3的常规焊接,方法是在连接支架(5)的组合支架(5)中使用固定装置(4)将植物钢绞线连接到连接板3,螺栓6和螺母7钢管桩上与连接方式相比,时间可以通过缩短建造周期而减少,并减少了建造成本和设备的待机时间。本发明还通过打桩驱动构成上述常规合成桩(1)的钢管桩(4),从而在混凝土基桩(2)的头部集中应力,其中复合桩(1)的构造具有惯性通过打桩,这发生在大连接板(3)的大面积连接板(3)接触板3接触区域的混凝土基地面上,以改善产生的头部受伤是混凝土基桩(2通过使用位于复合桩(1)构造中的打桩辅助桩(8)来产生横截面中心),以均匀地产生在混凝土桩类型(2)的头部区域产生的应力,以防止损坏到混凝土桩类型(2)。

著录项

  • 公开/公告号KR20050067852A

    专利类型

  • 公开/公告日2005-07-05

    原文格式PDF

  • 申请/专利权人 PARK SIN JA;

    申请/专利号KR20030098876

  • 发明设计人 PARK SIN JA;

    申请日2003-12-29

  • 分类号E02D5/24;

  • 国家 KR

  • 入库时间 2022-08-21 22:04:58

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