WO2003012212A1 - A joint for connecting the members of preformed prestressed concrete pipe pile - Google Patents

A joint for connecting the members of preformed prestressed concrete pipe pile Download PDF

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Publication number
WO2003012212A1
WO2003012212A1 PCT/CN2002/000530 CN0200530W WO03012212A1 WO 2003012212 A1 WO2003012212 A1 WO 2003012212A1 CN 0200530 W CN0200530 W CN 0200530W WO 03012212 A1 WO03012212 A1 WO 03012212A1
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WO
WIPO (PCT)
Prior art keywords
pile
end plate
joint
connecting pin
plates
Prior art date
Application number
PCT/CN2002/000530
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French (fr)
Chinese (zh)
Inventor
Zhaohong Zhong
Original Assignee
Zhaohong Zhong
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by Zhaohong Zhong filed Critical Zhaohong Zhong
Publication of WO2003012212A1 publication Critical patent/WO2003012212A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/58Prestressed concrete piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments

Definitions

  • the invention relates to a pre-stressed concrete pipe pile quick joint. Background technique
  • the purpose of the present invention is to provide a quick joint of a prestressed concrete pipe pile with simple structure, low cost and good connection quality.
  • the concrete quick joint includes two end plates and connecting pins that are respectively fixedly connected to the upper and lower pile connection ends, and the end plate of the upper pile has no threaded hole in the inside.
  • the one end of the connecting pin is threaded to cooperate with the threaded hole of the upper pile end plate; the other end is square and has engaging teeth on both sides, and a joint box is buried under the end plate of the lower pile.
  • the two ends of the joint box A pressure spring is installed between the part and the two pin plates.
  • the end of the connecting pin with the engaging teeth can be inserted between the two pin plates through the square hole on the end plate of the lower post.
  • the teeth on one side mesh with each other.
  • more than one square hole and a joint box are evenly arranged on the lower pile end plate, and the threaded holes on the upper pile end plate correspond to the square holes, and the connecting pins connect each thread. Hole and connector box.
  • FIG. 1 is a schematic structural diagram of an embodiment of the present invention
  • Figure 2 is a structural diagram of the present invention when connecting upper and lower pipe piles
  • Fig. 3 is a plan view of the lower pile. detailed description
  • the present invention includes two end plates 3, 3 ′, connection pins 5, which are fixedly connected to the upper and lower piles 1 and 2, respectively, in the end plate 3 of the upper pile 1.
  • a threaded hole 31 is provided, and the connecting pin 5 with a thread 51 at one end can be matched with the threaded hole 31 of the head plate of the upper pile, and the other end is square, and the two sides are provided with engaging teeth 52, and the end plate 3 of the lower pile 2 'A joint box 7 is buried underneath.
  • a compression spring 6 is installed between the two ends of the joint box 7 and the two pin plates 4, and the end of the connecting pin 5 with the meshing teeth can pass through the end plate 3 of the lower post.
  • the square hole 3 ⁇ is inserted between the two pin plates 4, and the engaging teeth 52 thereon can mesh with the teeth on one side of the pin plate.
  • the lower pile end plate 3 of this embodiment is evenly arranged with six square holes 3 ⁇ , and six joint boxes 7 are installed correspondingly thereunder, and the upper pile end plate 3 also has six threads.
  • the hole 31 corresponds to the square hole 3 ⁇ . There is a connecting pin connection between each joint box and the threaded hole.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A joint for connecting the members of preformed prestressed concrete pipe pile is disclosed, which comprises two retaining end plates (3, 3') each of which fixed to the end of the upper member and the lower member of the pile (1, 2), and connecting pin (5), a thread hole (31) is formed in the retaining end plate (3) of the upper member pile (1), thread is formed on the one end of the connecting pin (5) which is fit to the thread hole (31), the other end of the connecting pin (5) is square, and is provided with engaging thooth (52) at both sides, a joint box (7) is inserted at the lower portion of the retaining end plate (3') of the lower member (2) of the pile, the counter spring (6) is provided between the two pinning plates (4) and both ends of the joint box (7), the end with the engaging tooth of the connecting pin (5) is inserted between the two pinning plates (4), the engaging thooth (52) thereof is engaging with the thooth on one side of pinning plate (4).

Description

预应力混凝土管桩接头 技术领域  TECHNICAL FIELD
本发明涉及一种预应力混凝土管桩快速接头。 背景技术  The invention relates to a pre-stressed concrete pipe pile quick joint. Background technique
在建筑施工中, 往往要向地下埋设混凝土管桩, 而通常的混凝土管桩是预制好 后, 在现场通过焊接的方法接驳上、 下两段管桩, 这种方法和结构使施工速度慢, 成本髙而且接驳质量难以保证。 目前也有一些关于混凝土土管管桩快速接头的专利 申请, 如中国专利 ZL00227092.7, 但其结构较复杂, 成本相对也比较高, 接驳后的 强度也有待提高。 发明内容  In building construction, concrete pipe piles are often buried underground. Usually, after the concrete pipe piles are prefabricated, the upper and lower pipe piles are connected at the site by welding. This method and structure make the construction speed slow. The cost is high and the connection quality is difficult to guarantee. At present, there are some patent applications for quick joints of concrete soil pipe piles, such as Chinese patent ZL00227092.7, but its structure is more complicated, the cost is relatively high, and the strength after connection needs to be improved. Summary of the Invention
本发明目的是为了提供一种结构简单、 成本低且接驳质量好的预应力混凝土管 桩的快速接头。  The purpose of the present invention is to provide a quick joint of a prestressed concrete pipe pile with simple structure, low cost and good connection quality.
为达到上述目的, 本发明的主要技术方案是: 该混凝土快速接头包括分别与上、 下桩接驳端固接的两块端头板、 连接销, 上桩的端头板内开没有螺纹孔, 连接销一 端带有螺纹可与上桩端头板的螺紋孔配合; 另一端为方形, 且两侧带有啮合齿, 下 桩的端头板下方埋设有接头盒, 接头盒的两个端部与两块销板之间装有压力弹簧, 连接销带啮合齿的一端可以穿过下桩的端头板上的方孔插入两块销板之间, 其上的 啮合齿可以与销板一侧的齿相互啮合。  In order to achieve the above object, the main technical solution of the present invention is: The concrete quick joint includes two end plates and connecting pins that are respectively fixedly connected to the upper and lower pile connection ends, and the end plate of the upper pile has no threaded hole in the inside. The one end of the connecting pin is threaded to cooperate with the threaded hole of the upper pile end plate; the other end is square and has engaging teeth on both sides, and a joint box is buried under the end plate of the lower pile. The two ends of the joint box A pressure spring is installed between the part and the two pin plates. The end of the connecting pin with the engaging teeth can be inserted between the two pin plates through the square hole on the end plate of the lower post. The teeth on one side mesh with each other.
所述的预应力混凝土管桩快速接头, 其下桩端头板上均匀布置有一个以上的方孔、 接头盒, 上桩端头板上的螺纹孔与方孔相对应, 连接销连接各螺纹孔和接头盒。  In the pre-stressed concrete pipe pile quick joint, more than one square hole and a joint box are evenly arranged on the lower pile end plate, and the threaded holes on the upper pile end plate correspond to the square holes, and the connecting pins connect each thread. Hole and connector box.
在接驳上、 下两段管桩时, 先将连接销带螺紋的一端旋入上桩端头板上的螺紋 孔内, 然后吊起上桩, 使连接销带啮合齿的一端对应下桩端头板上的方孔插入, 一 直插入到连接盒内的两块销板之间, 连接销的啮合齿与销板上的齿在压力弹簧作用 下, 紧密啮合, 使上、 下管桩牢固地接驳在一起。  When connecting the upper and lower pipe piles, first screw the threaded end of the connecting pin into the threaded hole in the end plate of the upper pile, and then lift the upper pile so that the end of the connecting pin with the engaging teeth corresponds to the lower pile. The square hole in the end plate is inserted until it is inserted between the two pin plates in the connection box. The engaging teeth of the connecting pin and the teeth on the pin plate are tightly engaged by the pressure spring to make the upper and lower pipe piles firm. Grounded together.
本发明结构更简单, 成本更低, 而且接驳牢固、 承载力高、 抗弯强度高。 附图说明 图 1是本发明一个实施例的结构示意图; The structure of the invention is simpler, the cost is lower, and the connection is firm, the bearing capacity is high, and the bending strength is high. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
图 2是本发明连接上、 下管桩时的结构图;  Figure 2 is a structural diagram of the present invention when connecting upper and lower pipe piles;
图 3是下桩的俯视图。 具体实施方式  Fig. 3 is a plan view of the lower pile. detailed description
下面结合具体实施例和附图对本发明作进一步详细描述。  The present invention is described in further detail below with reference to specific embodiments and drawings.
如图 1、 图 2所示, 本发明包括分别与上、 下桩 1、 2接驳端固接的两块端头板 3、 3 '、 连接销 5, 上桩 1的端头板 3内开设有螺紋孔 31, 连接销 5—端带有螺紋 51 可与上桩端头板的螺紋孔 31配合, 另一端为方形, 且两侧带有啮合齿 52, 下桩 2的 端头板 3' 下方埋设有接头盒 7, 接头盒 7的两个端部与两块销板 4之间装有压力弹 簧 6, 连接销 5带啮合齿的一端可以穿过下桩的端头板 3' 上的方孔 3Γ 插入两块销 板 4之间, 其上的啮合齿 52可以与销板一侧的齿相互啮合。 如图 3所示, 本实施例 的下桩端头板 3, 上均匀布置有 6个方孔 3Γ, 其下方相应安装有 6个接头盒 7, 而 上桩端头板 3上也有 6个螺纹孔 31与方孔 3Γ 相对应。 各接头盒和螺紋孔之间均有 连接销连接。  As shown in FIG. 1 and FIG. 2, the present invention includes two end plates 3, 3 ′, connection pins 5, which are fixedly connected to the upper and lower piles 1 and 2, respectively, in the end plate 3 of the upper pile 1. A threaded hole 31 is provided, and the connecting pin 5 with a thread 51 at one end can be matched with the threaded hole 31 of the head plate of the upper pile, and the other end is square, and the two sides are provided with engaging teeth 52, and the end plate 3 of the lower pile 2 'A joint box 7 is buried underneath. A compression spring 6 is installed between the two ends of the joint box 7 and the two pin plates 4, and the end of the connecting pin 5 with the meshing teeth can pass through the end plate 3 of the lower post. The square hole 3Γ is inserted between the two pin plates 4, and the engaging teeth 52 thereon can mesh with the teeth on one side of the pin plate. As shown in FIG. 3, the lower pile end plate 3 of this embodiment is evenly arranged with six square holes 3Γ, and six joint boxes 7 are installed correspondingly thereunder, and the upper pile end plate 3 also has six threads. The hole 31 corresponds to the square hole 3Γ. There is a connecting pin connection between each joint box and the threaded hole.

Claims

权 利 要 求 Rights request
1. 一种预应力混凝土管桩快速接头, 包括分别与上、 下桩接驳端固接的两块端 头板、 连接销, 其特征在于, 上桩的端头板内开设有螺紋孔, 连接销一端带有螺纹 可与上桩端头板的螺紋孔配合, 另一端为方形, 且两侧带有啮合齿, 下桩的端头板 下方埋设有接头盒, 接头盒的两个端部与两块销板之间装有压力弹簧, 连接销带啮 合齿的一端可以穿过下桩的端头板上的方孔插入两块销板之间, 其上的啮合齿可以 与销板一侧的齿相互啮合。 1. A quick joint for a prestressed concrete pipe pile, comprising two end plates and a connecting pin which are respectively fixedly connected to the upper and lower pile connection ends, and is characterized in that a threaded hole is provided in the end plate of the upper pile, One end of the connecting pin is threaded to cooperate with the threaded hole of the end plate of the upper pile, the other end is square, and both sides are provided with engaging teeth. A joint box is buried under the end plate of the lower pile, and the two ends of the joint box A compression spring is installed between the two pin plates, and the end of the connecting pin with the engaging teeth can be inserted between the two pin plates through the square hole of the end plate of the lower post. The teeth on the sides mesh with each other.
2. 如要求 1 所述的一种预应力混凝土管桩快速接头, 其特征在于, 下桩端头板 上均匀布置有一个以上的方孔、 接头盒, 上桩端头板上的螺紋孔与方孔相对应, 连 接销连接各螺紋孔和接头盒。  2. The quick joint for prestressed concrete pipe piles according to claim 1, characterized in that more than one square hole, a joint box, and screw holes on the upper pile end plate are evenly arranged on the lower pile end plate. Corresponding to the square hole, the connecting pin connects each threaded hole and the joint box.
PCT/CN2002/000530 2001-08-01 2002-08-01 A joint for connecting the members of preformed prestressed concrete pipe pile WO2003012212A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN01242909U CN2495685Y (en) 2001-08-01 2001-08-01 Quick-action joint for prestressed concrete piles
CN01242909.0 2001-08-01

Publications (1)

Publication Number Publication Date
WO2003012212A1 true WO2003012212A1 (en) 2003-02-13

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CN102031777A (en) * 2011-01-11 2011-04-27 凌德祥 Prestressed reinforced concrete uplift hollow pillar with connection structure and connection method thereof
CN106088083A (en) * 2016-08-18 2016-11-09 泉州建华建材有限公司 A kind of expansion biting connecions mechanical connecting joint
CN109403320A (en) * 2018-12-21 2019-03-01 福建庄金科技有限公司 A kind of tubular pole with self-locking joint
CN114482030A (en) * 2021-10-28 2022-05-13 广州市建筑集团有限公司 Mechanical tooth rapid pile splicing device and method for PHC tubular pile

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CN100408764C (en) * 2005-05-17 2008-08-06 周兆弟 Inserting pile connecting fastener and prefab
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CN100408760C (en) * 2005-05-17 2008-08-06 周兆弟 Double-end inserting elastic meshing body pile connecting end plate and prefab
CN100424276C (en) * 2005-05-17 2008-10-08 周兆弟 Double-end inserting expansion meshing body pile connecting fastener and prefab
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CN100408762C (en) * 2005-05-17 2008-08-06 周兆弟 Elastic meshing body pile connecting fastener and prefab
CN100424273C (en) * 2005-05-17 2008-10-08 周兆弟 Double-end expansion meshing body pile-connecting end plate and prefab
CN101787699B (en) * 2009-11-07 2011-09-14 广东三和管桩有限公司 Bolt fastening structure of pipe die
CN101949149B (en) * 2010-09-17 2012-07-04 林基 Built-in mechanical quick coupling device for prestressed concrete tubular pile
CN102220758A (en) * 2011-04-20 2011-10-19 钟智谦 Prestressed concrete pipe piles and mechanical joggle joint for same
CN102296601A (en) * 2011-05-28 2011-12-28 中山市富华管桩有限公司 Connecting device for PHC (prestressed high-strength concrete) pipe piles
CN102409673B (en) * 2011-08-18 2013-12-18 李宏涛 Elastic pin type mechanical quick connector for connecting prestressed concrete pipe piles
CN102425161A (en) * 2011-09-09 2012-04-25 钟智谦 Pre-stressed concrete tubular pile mechanical splice and pre-stressed concrete tubular pile
CN102966099A (en) * 2012-10-29 2013-03-13 浙江海天建设集团有限公司 Construction method for quick joint of prestressed concrete tubular pile and special bending test device
CN104328838B (en) * 2014-10-17 2017-01-11 钟智谦 Concrete prefabricated part connecting structure, connecting piece and connecting method
CN106759306A (en) * 2016-12-29 2017-05-31 福建省大地管桩有限公司 A kind of prestressed concrete prefabricated pile mechanical splice device
CN113152447A (en) * 2021-04-21 2021-07-23 中建铁路投资建设集团有限公司 Novel hollow pile connecting component

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02213513A (en) * 1989-02-13 1990-08-24 Taisei Corp Method of coupling existing concrete pile
WO1997038173A1 (en) * 1996-04-09 1997-10-16 Leimet Oy Clampjoint for concrete piles
JPH10195868A (en) * 1997-01-13 1998-07-28 Yunitaito Kk Fastening method for concrete pile, fastening structure and manufacture thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02213513A (en) * 1989-02-13 1990-08-24 Taisei Corp Method of coupling existing concrete pile
WO1997038173A1 (en) * 1996-04-09 1997-10-16 Leimet Oy Clampjoint for concrete piles
JPH10195868A (en) * 1997-01-13 1998-07-28 Yunitaito Kk Fastening method for concrete pile, fastening structure and manufacture thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102031777A (en) * 2011-01-11 2011-04-27 凌德祥 Prestressed reinforced concrete uplift hollow pillar with connection structure and connection method thereof
CN106088083A (en) * 2016-08-18 2016-11-09 泉州建华建材有限公司 A kind of expansion biting connecions mechanical connecting joint
CN109403320A (en) * 2018-12-21 2019-03-01 福建庄金科技有限公司 A kind of tubular pole with self-locking joint
CN114482030A (en) * 2021-10-28 2022-05-13 广州市建筑集团有限公司 Mechanical tooth rapid pile splicing device and method for PHC tubular pile
CN114482030B (en) * 2021-10-28 2024-04-12 广州市建筑集团有限公司 Mechanical tooth rapid pile extension device and pile extension method for PHC pipe pile

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