JPH09158176A - Connection metallic material of pile - Google Patents
Connection metallic material of pileInfo
- Publication number
- JPH09158176A JPH09158176A JP31436395A JP31436395A JPH09158176A JP H09158176 A JPH09158176 A JP H09158176A JP 31436395 A JP31436395 A JP 31436395A JP 31436395 A JP31436395 A JP 31436395A JP H09158176 A JPH09158176 A JP H09158176A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- piles
- cylindrical ring
- end plates
- cylinder ring
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[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。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile connection piece, and more particularly to a connection piece for a pile for connecting upper and lower piles of concrete piles or steel pipe piles having a diameter of 250 to 2000 mm without welding.
【0002】[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5
a、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。2. Description of the Related Art To join upper and lower concrete piles or steel pipe piles without welding, as shown in FIG. 4, piles 1a, 1b are used.
Flanges 5a and 5b are formed at the ends of the
The easiest way to obtain a strong joint is to connect a and b with a bolt and nut 6. However, for example, when manufacturing a prestressed concrete foundation pile by centrifugal molding, a pile having a portion 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, they cannot be combined as shown in FIG.
【0003】[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。DISCLOSURE OF THE INVENTION The present invention is a welding-free joint in the connection of such upper and lower piles, has the same strength and rigidity as a flange joint, is easy to be installed on site, and technically An object is to provide a connection hardware having an excellent structure.
【0004】[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
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と係合
するいんろうを内周側に有し前記円筒リングの上下に位
置するそれぞれ2つ割りの上下フランジと、これらの上
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。The present invention has been developed from such a point of view, and has the following technical means. That is, according to the present invention, a cylindrical ring which is fitted on the outer circumference of the end plates of the upper and lower piles to be connected and has a pile axial dimension larger than the total thickness of the upper and lower end plates, and an inner peripheral surface of the cylindrical ring. Two upper and lower flanges each having a wax on the inner peripheral side and located above and below the cylindrical ring, and a large number of bolts and nuts penetrating the upper and lower flanges and the cylindrical ring to bind them together are provided. To provide a connection hardware for a pile.
【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。In this case, it is preferable to provide a ring-shaped concavo-convex tenon on the contact surfaces 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】[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。BEST MODE FOR CARRYING OUT THE INVENTION Next, an embodiment of the present invention will be described with reference to FIGS.
It will be described based on FIG. FIG. 3 is a vertical cross-sectional view of the connection portion of the pile of the embodiment, in which 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 flanges 20 arranged above and below the cylindrical ring 10 are shown. , 30 are bound by bolts and nuts 40. FIG. 1 is a partial cross-sectional view of a bolt connection portion of a connection metal object of a pile according to an embodiment.
【0007】図1に示すように、上下杭の端板2a、2
b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2
a、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。As shown in FIG. 1, upper and lower end plates 2a, 2
b is formed to be equal to or smaller than the outer diameter dimension of the piles 1a and 1b. Therefore, the pile concrete near the end plates is also manufactured by drawing the pile end sleeves 3a and 3b. The contact surfaces of the end plates 2a and 2b are aligned by the concavo-convex tenon ring portion 7. The cylindrical ring 10 is fitted onto the end plates 2a and 2b. Cylindrical ring 10 is end plate 2
It is loosely fitted to the outer circumferences of a and 2b, and the axial dimension of the pile is larger than the sum of the two end plates 2a and 2b. The upper flange 20 is divided into a plurality in the circumferential direction, and the cylindrical ring 10 is provided on the inner diameter side thereof.
An anchor 21 is attached to the inner surface of the. This anchor 21 is a cylindrical protrusion that matches the inner diameter of the cylindrical ring 10, and is used for positioning the flange 20 in multiple divisions.
It has a function of pressing the end plates 2a and 2b.
The lower flange 30 has a brazing member 31 that engages with the inner surface of the cylindrical ring 10 in an upward direction. FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1, showing a flange 20 for pressing the end plate 2a (see FIG. 1) of the pile 1a. This flange is split 22
It is divided in two. Of course, it may be divided into three or more. The same applies to the lower flange 30. The connection hardware of the embodiment is one in which the end plates of the piles are firmly tightened and have the same strength and rigidity as those of a normal flange connection.
【0008】[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。According to the present invention, the strength similar to that of the flange joint can be achieved without using welding as the structure of the connection portion of the pile.
The rigidity can be obtained, and the piles can be joined very easily. Further, the uneven mortise ring portion increases the bending rigidity with respect to the external force in the direction perpendicular to the pile.
【図1】実施例の接続金物の断面図である。FIG. 1 is a cross-sectional view of a connection metal piece of an example.
【図2】図1のA−A矢視断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.
【図3】実施例の接続金物の全体断面図である。FIG. 3 is an overall cross-sectional view of a connecting metal article of an example.
【図4】フランジ継手の説明図である。FIG. 4 is an explanatory view of a flange joint.
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 1a, 1b Pile 2a, 2b End plate 3a, 3b Sleeve 5a, 5b Flange 6 Bolt 7 Mortise 10 Cylindrical ring 11 Bolt hole 20 Upper flange 21 Inlay 22 Split 30 Lower flange 31 Anvil 40 Bolt nut
───────────────────────────────────────────────────── フロントページの続き (72)発明者 壽上 宏道 足立区東和3丁目18番16号 (72)発明者 伊藤 吉孝 神奈川県海老名市国分寺台4丁目8番13号 (72)発明者 山田 悟 大宮市吉野町1−400−14−605 (72)発明者 多田 正明 山形市末広町3−14 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Hiromichi Sougami 3-18-16 Towa, Adachi-ku (72) Inventor Yoshitaka Ito 4-8-13 Kokubunjidai, Ebina-shi, Kanagawa (72) Inventor Satoru Yamada 1-40-14-605 Yoshino-cho, Omiya-shi (72) Inventor Masaaki Tada 3-14 Suehiro-cho, Yamagata-shi
Claims (2)
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。1. A disk-shaped end plate attached to the ends of upper and lower piles to be connected, and a cylindrical ring fitted on the outer periphery of the disk-shaped end plate and having a pile axial dimension larger than the total thickness of the upper and lower end plates. And a plurality of split upper and lower flanges which are provided on the inner peripheral side of the cylindrical ring and which are engaged with the inner peripheral surface of the cylindrical ring and which are respectively located above and below the cylindrical ring, and which penetrate the upper and lower flanges and the cylindrical ring. A connection hardware for a pile, which is provided with a large number of bolts and nuts for binding.
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。2. The connecting hardware for a pile according to claim 1, wherein an annular concavo-convex tenon is provided on a contact surface between the end plates of the upper and lower piles.
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 true JPH09158176A (en) | 1997-06-17 |
JP3691886B2 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) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014105430A (en) * | 2012-11-22 | 2014-06-09 | Nippon Hume Corp | Weldless joint for pile |
JP2014227688A (en) * | 2013-05-21 | 2014-12-08 | 日本ヒューム株式会社 | Joint part structure of pile |
CN104988911A (en) * | 2015-06-09 | 2015-10-21 | 周兆弟 | Prefabricated member for connection of prefabricated pile |
JP2016089354A (en) * | 2014-10-30 | 2016-05-23 | 千代田工営株式会社 | Pile joint structure |
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 |
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 |
-
1995
- 1995-12-01 JP JP31436395A patent/JP3691886B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014105430A (en) * | 2012-11-22 | 2014-06-09 | Nippon Hume Corp | Weldless joint for pile |
JP2014227688A (en) * | 2013-05-21 | 2014-12-08 | 日本ヒューム株式会社 | Joint part structure of pile |
TWI586873B (en) * | 2013-05-21 | 2017-06-11 | Nippon Hume Corp | Pile joint structure |
JP2016089354A (en) * | 2014-10-30 | 2016-05-23 | 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 |
JP2018204187A (en) * | 2017-05-30 | 2018-12-27 | 株式会社シグマベース | Steel pipe joint structure for pile construction |
Also Published As
Publication number | Publication date |
---|---|
JP3691886B2 (en) | 2005-09-07 |
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