JP3691886B2 - Pile connection hardware - Google Patents

Pile connection hardware Download PDF

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Publication number
JP3691886B2
JP3691886B2 JP31436395A JP31436395A JP3691886B2 JP 3691886 B2 JP3691886 B2 JP 3691886B2 JP 31436395 A JP31436395 A JP 31436395A JP 31436395 A JP31436395 A JP 31436395A JP 3691886 B2 JP3691886 B2 JP 3691886B2
Authority
JP
Japan
Prior art keywords
pile
cylindrical ring
end plate
piles
connection hardware
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
JP31436395A
Other languages
Japanese (ja)
Other versions
JPH09158176A (en
Inventor
宏道 壽上
吉孝 伊藤
悟 山田
正明 多田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon High Strength Concrete Co Ltd
Original Assignee
Nippon High Strength Concrete Co Ltd
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.)
Filing date
Publication date
Application filed by Nippon High Strength Concrete Co Ltd filed Critical Nippon High Strength Concrete Co Ltd
Priority to JP31436395A priority Critical patent/JP3691886B2/en
Publication of JPH09158176A publication Critical patent/JPH09158176A/en
Application granted granted Critical
Publication of JP3691886B2 publication Critical patent/JP3691886B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
本発明は、杭の接続金物に関し、直径250〜2000mmに及ぶコンクリート杭又は鋼管杭の上下杭を無溶接で結合する杭の接続金物に関する。
【0002】
【従来の技術】
コンクリート杭又は鋼管杭の上下杭を無溶接で結合するには、図4に示すように、杭1a、1bの端部にフランジ5a、5bを形成し、このフランジ5a、5bをボルトナット6で結合することがもっとも簡単で強固な継手を得る手段である。しかしながら、例えば、プレストレストコンクリート基礎杭を遠心成形により製造する場合に、杭の外径より大きい外径の部分を有する杭は好ましくない。従って、通常、杭の端板は杭の外径より大きいフランジ5a、5bのようには形成せず、杭の外径と同一の外径を有するように成形される。従って、図4のように結合することはできない。
【0003】
【発明が解決しようとする課題】
本発明は、このような上下杭の接続において、無溶接継手であって、フランジ継手と同様な強度、剛性を有し、現場施工が容易で、技術的に優れた構造の接続金物を提供することを目的とする。
【0004】
【課題を解決するための手段】
本発明は、このような観点から開発されたもので、次の技術手段を構成とするものである。すなわち、本発明は、接続すべき上下杭の端部に取付けた円板状端板と、該円板状端板の外周に外嵌し杭軸方向寸法が上下端板の合計厚さより大きい円筒リングと、該円筒リングの内周面に係合するいんろうを形成し、端板を押圧する円筒状の突出部を内周側に備え前記円筒リングの上下に位置するそれぞれ複数割りの上下フランジと、上下フランジと前記円筒リングとを貫通してこれらを綴じる多数のボルトナットとを備えたことを特徴とする杭の接続金物を提供する。
【0005】
この場合に、前記上下杭の端板の当接面に円環状の凹凸ほぞを設けると上下杭の心合わせが容易となり、円筒リングや上下フランジの取付けが容易となるので好適である。
【0006】
【発明の実施の形態】
次に本発明の実施例を図1〜図3に基いて説明する。図3は実施例の杭の接続部の縦断面図で上杭1aの端板2aと下杭1bの端板2bに外嵌する円筒リング10とこの円筒リング10の上下に配置されたフランジ20,30をボルトナット40で綴じ合わせた状態を示している。図1は実施例の杭の接続金物のボルト結合部の部分断面図である。
【0007】
図1に示すように、上下杭の端板2a、2bは、杭1a、1bの外径寸法と同一又はそれより小さく形成されている。従って、端板付近の杭コンクリートも杭端部スリーブ3a、3bのように絞りを与えて製造されている。端板2a、2bの当接面は凹凸ほぞリング部7により心合わせされている。
この端板2a、2bに円筒リング10が外嵌される。円筒リング10は端板2a、2bの外周に遊嵌し、その杭軸方向寸法は2枚の端板2a、2bの合計より大きい。上フランジ20は、円周方向複数割りであって、その内径側に円筒リング10の内面に係止するいんろう21を付してある。このいんろう21は円筒リング10の内径に合致する円筒状の突出部であって、複数割りのフランジ20の位置決めと、端板2a、2bを押圧する作用とを有するものである。下フランジ30は上向きに円筒リング10の内面に係止するいんろう31を有する。図2は図1のA−A矢視断面を示すもので、杭1aの端板2a(図1参照)を押えるフランジ20を示している。このフランジは割目22で2つ割りとなっている。もちろん3つ割り以上としてもよい。下フランジ30も同様である。実施例の接続金物は、杭の端板を強固に締めつけ、通常のフランジ結合と同等の強度と剛性を有するものである。
【0008】
【発明の効果】
本発明によれば、杭の接続部の構造として溶接を用いることなく、フランジ継手と同様の強度、剛性を得ることができ、極めて簡単に杭の接合を行うことができる。また、凹凸ほぞリング部は杭直角方向の外力に対し曲げ剛性を増大する。
【図面の簡単な説明】
【図1】実施例の接続金物の断面図である。
【図2】図1のA−A矢視断面図である。
【図3】実施例の接続金物の全体断面図である。
【図4】フランジ継手の説明図である。
【符号の説明】
1a、1b 杭
2a、2b 端板
3a、3b スリーブ
5a、5b フランジ
6 ボルト
7 ほぞ
10 円筒リング
11 ボルト孔
20 上フランジ
21 いんろう
22 割目
30 下フランジ
31 いんろう
40 ボルトナット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a connection hardware for a pile, and relates to a connection hardware for a pile that joins the upper and lower piles of a concrete pile or steel pipe pile with a diameter of 250 to 2000 mm without welding.
[0002]
[Prior art]
In order to join the upper and lower piles of concrete piles or steel pipe piles without welding, as shown in FIG. 4, flanges 5 a and 5 b are formed at the ends of the piles 1 a and 1 b, and the flanges 5 a and 5 b are connected with bolts and nuts 6. Joining is the simplest and most secure means of obtaining a joint. However, for example, when a prestressed concrete foundation pile is manufactured by centrifugal molding, a pile having an outer diameter larger than the outer diameter of the pile is not preferable. Therefore, the end plate of the pile is usually not formed like the flanges 5a and 5b larger than the outer diameter of the pile, but is formed to have the same outer diameter as the outer diameter of the pile. Therefore, it cannot be coupled as shown in FIG.
[0003]
[Problems to be solved by the invention]
The present invention provides a connection hardware that is a welded joint, has the same strength and rigidity as a flange joint, is easy to perform on-site, and has a technically superior structure in the connection of such upper and lower piles. For the purpose.
[0004]
[Means for Solving the Problems]
The present invention has been developed from such a viewpoint, and comprises the following technical means. That is, the present invention is a disk-shaped end plate attached to the ends of the upper and lower piles to be connected, and a cylinder that is fitted on the outer periphery of the disk-shaped end plate and whose pile axial dimension is larger than the total thickness of the upper and lower end plates ring and to form a counter lock that engages the inner peripheral surface of the cylindrical ring, the upper and lower flanges of each of the plurality breaking positioned above and below the cylindrical ring provided on the inner peripheral side cylindrical projecting portion that presses the end plate If, to provide connection hardware of piles, characterized in that a plurality of bolts and nuts for binding them through the said cylindrical ring and said upper and lower flanges.
[0005]
In this case, it is preferable to provide an annular concave and convex tenon on the contact surface of the end plates of the upper and lower piles because the upper and lower piles can be easily aligned and the cylindrical ring and the upper and lower flanges can be easily attached.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of the present invention will be described with reference to FIGS. FIG. 3 is a longitudinal sectional view of the connecting portion of the pile of the embodiment, and a cylindrical ring 10 fitted on the end plate 2a of the upper pile 1a and the end plate 2b of the lower pile 1b, and a flange 20 disposed above and below the cylindrical ring 10. 30 are bound together by bolts and nuts 40. FIG. 1 is a partial cross-sectional view of a bolt coupling portion of a connection hardware of a pile according to an embodiment.
[0007]
As shown in FIG. 1, the end plates 2a and 2b of the upper and lower piles are formed to be equal to or smaller than the outer diameter of the piles 1a and 1b. Therefore, the pile concrete near the end plate is also produced by giving a squeeze like the pile end sleeves 3a and 3b. The contact surfaces of the end plates 2a and 2b are centered by the concave and convex tenon ring portion 7.
The cylindrical ring 10 is fitted on the end plates 2a and 2b. The cylindrical ring 10 is loosely fitted to the outer peripheries of the end plates 2a and 2b, and the dimension in the pile axial direction is larger than the sum of the two end plates 2a and 2b. The upper flange 20 is divided into a plurality of portions in the circumferential direction, and an inner ring 21 is attached to the inner surface of the cylindrical ring 10 on its inner diameter side. This wax 21 is a cylindrical protrusion that matches the inner diameter of the cylindrical ring 10, and has the function of positioning the plurality of flanges 20 and pressing the end plates 2a and 2b. The lower flange 30 has a wax 31 that locks upward on the inner surface of the cylindrical ring 10. FIG. 2 shows a cross section taken along the line A-A in FIG. 1 and shows a flange 20 that holds the end plate 2a (see FIG. 1) of the pile 1a. This flange is divided into two at the split 22. Of course, it may be divided into three or more. The same applies to the lower flange 30. The connection metal fitting of an Example tightens the end plate of a pile firmly, and has the intensity | strength and rigidity equivalent to a normal flange coupling | bonding.
[0008]
【The invention's effect】
According to the present invention, the same strength and rigidity as the flange joint can be obtained without using welding as the structure of the connecting portion of the pile, and the pile can be joined very easily. In addition, the uneven tenon ring portion increases the bending rigidity against the external force in the direction perpendicular to the pile.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a connection hardware of an embodiment.
FIG. 2 is a cross-sectional view taken along the line AA in FIG.
FIG. 3 is an overall cross-sectional view of a connection hardware according to an embodiment.
FIG. 4 is an explanatory diagram of a flange joint.
[Explanation of symbols]
1a, 1b Pile 2a, 2b End plate 3a, 3b Sleeve 5a, 5b Flange 6 Bolt 7 Tenon 10 Cylindrical ring 11 Bolt hole 20 Upper flange 21 Inro 22 Split 30 Lower flange 31 Inro 40 Bolt nut

Claims (2)

接続すべき上下杭の端部に取付けた円板状端板と、該円板状端板の外周に外嵌し杭軸方向寸法が上下端板の合計厚さより大きい円筒リングと、該円筒リングの内周面に係合するいんろうを形成し、端板を押圧する円筒状の突出部を内周側に備え前記円筒リングの上下に位置するそれぞれ複数割りの上下フランジと、該上下フランジと前記円筒リングとを貫通してこれらを綴じる多数のボルトナットとを備えたことを特徴とする杭の接続金物。A disk-shaped end plate attached to the ends of the upper and lower piles to be connected; a cylindrical ring that is fitted on the outer periphery of the disk-shaped end plate and whose pile axial dimension is larger than the total thickness of the upper and lower end plates; and the cylindrical ring A plurality of upper and lower flanges respectively formed on the upper and lower sides of the cylindrical ring, each having a cylindrical protrusion that presses the end plate on the inner peripheral side. A pile connection hardware comprising a plurality of bolts and nuts that penetrate the cylindrical ring and bind them. 前記上下杭の端板同士の当接面に円環状の凹凸ほぞを設けたことを特徴とする請求項1記載の杭の接続金物。  The connecting metal fitting for a pile according to claim 1, wherein an annular concave and convex tenon is provided on a contact surface between the end plates of the upper and lower piles.
JP31436395A 1995-12-01 1995-12-01 Pile connection hardware Expired - Fee Related JP3691886B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31436395A JP3691886B2 (en) 1995-12-01 1995-12-01 Pile connection hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31436395A JP3691886B2 (en) 1995-12-01 1995-12-01 Pile connection hardware

Publications (2)

Publication Number Publication Date
JPH09158176A JPH09158176A (en) 1997-06-17
JP3691886B2 true JP3691886B2 (en) 2005-09-07

Family

ID=18052439

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31436395A Expired - Fee Related JP3691886B2 (en) 1995-12-01 1995-12-01 Pile connection hardware

Country Status (1)

Country Link
JP (1) JP3691886B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5885107B2 (en) * 2012-11-22 2016-03-15 日本ヒューム株式会社 Pile-free welded joint
JP5885110B2 (en) * 2013-05-21 2016-03-15 日本ヒューム株式会社 Pile joint structure
JP6388336B2 (en) * 2014-10-30 2018-09-12 千代田工営株式会社 Pile joint structure
CN104988911A (en) * 2015-06-09 2015-10-21 周兆弟 Prefabricated member for connection of prefabricated pile
JP2018123633A (en) * 2017-02-03 2018-08-09 五洋建設株式会社 Joint pile type pier, and method for constructing joint pile type pier
JP6242527B1 (en) * 2017-05-30 2017-12-06 株式会社シグマベース Steel pipe joint structure for pile construction

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JPH09158176A (en) 1997-06-17

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