JP3418170B2 - Connection structure of pile - Google Patents
Connection structure of pileInfo
- Publication number
- JP3418170B2 JP3418170B2 JP2000356859A JP2000356859A JP3418170B2 JP 3418170 B2 JP3418170 B2 JP 3418170B2 JP 2000356859 A JP2000356859 A JP 2000356859A JP 2000356859 A JP2000356859 A JP 2000356859A JP 3418170 B2 JP3418170 B2 JP 3418170B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- recess
- cylindrical projection
- peripheral surface
- protrusion
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、杭の接続構造に関
し、特に、上杭と下杭を簡単かつ確実に接続することが
できる作業性の高い杭の接続構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile connecting structure, and more particularly to a pile connecting structure which can easily and reliably connect an upper pile and a lower pile.
【0002】[0002]
【従来の技術】従来、上杭と下杭を接合する杭の接続構
造としては、上杭と下杭の端部金属板同士を溶接により
接合する方法が汎用されている。この溶接による杭の接
続構造は、溶接に時間を要したり、天候によっては施工
現場において溶接作業を行うことができなかったり、さ
らに、溶接の欠陥や溶接部の脆化を防止するためには、
所要の設備と熟練した技術者を必要とし、コストがかか
ったり、技術者が不足がちになるという問題があった。2. Description of the Related Art Conventionally, as a pile connecting structure for joining an upper pile and a lower pile, a method of joining end metal plates of the upper pile and the lower pile by welding has been widely used. The connection structure of piles by this welding requires time for welding, it is not possible to perform welding work at the construction site depending on the weather, and further, in order to prevent welding defects and brittleness of the welded part, ,
The required equipment and skilled technicians are required, and there are problems that costs are high and there is a shortage of technicians.
【0003】また、この問題点に対処するため、上杭の
端部と下杭の端部に、一対の内嵌部と外嵌部を振り分け
て設けるとともに、これら内嵌部と外嵌部にそれぞれね
じを形成し、内嵌部と外嵌部を螺合接続するようにした
杭の接続構造が知られている。しかしながら、上杭の端
部と下杭の端部に設けた内嵌部と外嵌部を螺合接続する
杭の接続構造は、大径となる内嵌部と外嵌部にねじを形
成するための機械加工がコスト高を招き、また、重量物
である杭の螺合接続作業は作業性が悪く、多大な手間を
要し、さらに、内嵌部と外嵌部に形成したねじが損傷を
受けやすく、この場合には、螺合接続作業が困難になる
という問題を有していた。In order to deal with this problem, a pair of inner fitting portion and outer fitting portion are separately provided at the end portion of the upper pile and the end portion of the lower pile, and the inner fitting portion and the outer fitting portion are provided. There is known a pile connecting structure in which a screw is formed and an inner fitting portion and an outer fitting portion are screw-connected. However, the connection structure of the piles that screw-connects the inner fitting portion and the outer fitting portion provided at the end portion of the upper pile and the end portion of the lower pile has a screw formed in the inner fitting portion and the outer fitting portion having a large diameter. Machine work for this purpose leads to high cost, and the work of screwing and connecting a pile, which is a heavy object, has poor workability and requires a lot of work, and the screws formed on the inner and outer fitting parts are damaged. However, in this case, there is a problem that the screw connection work becomes difficult.
【0004】[0004]
【発明が解決しようとする課題】本発明は、上記従来の
杭の接続構造が有する問題点に鑑み、上杭と下杭を簡単
かつ確実に接合することができる作業性の高い杭の接続
構造を提供することを目的とする。SUMMARY OF THE INVENTION In view of the problems of the conventional pile connecting structure described above, the present invention provides a pile connecting structure having a high workability which enables easy and reliable joining of the upper pile and the lower pile. The purpose is to provide.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するた
め、本発明の杭の接続構造は、上杭と下杭を接合する杭
の接続構造において、上杭及び下杭の外周に沿って、上
杭及び下杭の突き合わせた端部部材に跨るように接続部
材を配設し、該接続部材に筒状突起を端部部材に向けて
突設するとともに、各端部部材に、前記筒状突起が嵌挿
される凹部を形成し、前記筒状突起にピンを圧入して凹
部内で筒状突起を拡開させることにより、筒状突起の外
周面を凹部の内周面に押し付け、筒状突起を凹部内に固
定するようにしたことを特徴とする。In order to achieve the above object, a pile connecting structure according to the present invention is a pile connecting structure for joining an upper pile and a lower pile along the outer circumferences of the upper pile and the lower pile. A connecting member is provided so as to straddle the end members of the upper pile and the lower pile that are abutted with each other, and a cylindrical projection is provided on the connecting member so as to project toward the end member. By forming a recess into which the protrusion is inserted and pressing the pin into the cylindrical protrusion to expand the cylindrical protrusion in the recess, the outer peripheral surface of the cylindrical protrusion is pressed against the inner peripheral surface of the recess to form a cylindrical shape. It is characterized in that the projection is fixed in the recess.
【0006】この杭の接続構造は、ピンを接続部材の筒
状突起に合わせた状態で、接続部材の筒状突起を各端部
部材の凹部に位置決めし、接続部材を杭に向けて押圧す
ることにより、ピンが凹部の底部に当接して、筒状突起
内に圧入されることによって、筒状突起が拡開し、これ
によって、筒状突起の外周面を凹部の内周面に押し付
け、筒状突起を凹部内に固定し、この筒状突起が凹部内
に固定されることによって、接続部材を介して、上杭と
下杭を接合することができる。In this pile connecting structure, the cylindrical projection of the connecting member is positioned in the recess of each end member with the pin aligned with the cylindrical projection of the connecting member, and the connecting member is pressed toward the pile. As a result, the pin comes into contact with the bottom of the recess and is press-fitted into the tubular projection, whereby the tubular projection expands, thereby pressing the outer peripheral surface of the tubular projection against the inner peripheral surface of the recess, By fixing the tubular protrusion in the recess and fixing the tubular protrusion in the recess, the upper pile and the lower pile can be joined via the connecting member.
【0007】この場合において、筒状突起に軸方向にス
リットを形成することができる。In this case, a slit can be formed in the cylindrical projection in the axial direction.
【0008】これにより、筒状突起の拡開を、容易かつ
正確に行うことができる。Thus, the expansion of the cylindrical projection can be performed easily and accurately.
【0009】また、凹部の内周面を奥側に拡がる逆テー
パ状に形成することができる。Further, the inner peripheral surface of the concave portion can be formed in an inverse taper shape expanding to the inner side .
【0010】これにより、拡開した筒状突起の凹部内で
の固定を確実にすることができる。As a result, the expanded cylindrical projection can be securely fixed in the recess.
【0011】また、筒状突起の外周面に突部及び/又は
溝を形成するとともに、凹部の内周面に、筒状突起が拡
開したときに前記突部が嵌合する溝及び/又は前記溝に
嵌合する突部を形成することができる。Further, a projection and / or a groove is formed on the outer peripheral surface of the cylindrical projection, and a groove and / or a groove to which the projection is fitted when the cylindrical projection is expanded is formed on the inner peripheral surface of the recess. A protrusion that fits in the groove can be formed.
【0012】これにより、拡開した筒状突起の凹部内で
の固定を確実にすることができる。As a result, the expanded cylindrical protrusion can be securely fixed in the recess.
【0013】また、筒状突起の外周面及び/又は凹部の
内周面を、粗面に形成することができる。ここで、「粗
面」とは、規則的な凹凸のほか、不規則な凹凸も含むも
のとする。Further, the outer peripheral surface of the cylindrical projection and / or the inner peripheral surface of the recess can be formed as a rough surface. Here, the term "rough surface" includes irregular as well as regular irregularities.
【0014】これにより、拡開した筒状突起の凹部内で
の固定を確実にすることができる。As a result, the expanded cylindrical projection can be securely fixed in the recess.
【0015】また、ピンを凹部の底部に固定することが
できる。Further, the pin can be fixed to the bottom of the recess.
【0016】これにより、筒状突起をピン又は凹部の何
れか一方に合わせるだけで、ピンと凹部の両方に筒状突
起を位置決めすることができる。Thus, the cylindrical projection can be positioned on both the pin and the recess by merely aligning the cylindrical projection with the pin or the recess.
【0017】また、端部部材の内側に、リング状の裏当
て端部部材を固定するとともに、該裏当て端部部材に凹
部を形成することができる。Further, a ring-shaped backing end member can be fixed inside the end member, and a recess can be formed in the backing end member.
【0018】これにより、端部部材が鋼管からなる場合
でも、凹部を形成し、接続部材の筒状突起を固定するこ
とができる。As a result, even when the end member is made of a steel pipe, the concave portion can be formed and the tubular projection of the connecting member can be fixed.
【0019】また、各端部部材の外周部に、接続部材を
収容する切欠部を形成することができる。Further, a notch for accommodating the connecting member can be formed on the outer peripheral portion of each end member.
【0020】これにより、接続部材の突出をなくし、杭
の外周面を平滑にすることができる。As a result, the protrusion of the connecting member can be eliminated and the outer peripheral surface of the pile can be made smooth.
【0021】また、接続部材を杭の周方向に延びる帯状
に形成することができる。Further, the connecting member can be formed in a strip shape extending in the circumferential direction of the pile.
【0022】これにより、杭の接続部分の強度を向上さ
せるとともに、接続部材を薄肉に形成して接続部材の突
出量を小さくすることができる。As a result, the strength of the connecting portion of the pile can be improved, and the connecting member can be formed thin so that the protruding amount of the connecting member can be reduced.
【0023】[0023]
【発明の実施の形態】以下、本発明の杭の接続構造の実
施の形態を図面に基づいて説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a pile connecting structure of the present invention will be described below with reference to the drawings.
【0024】図1〜図3に、本発明の杭の接続構造の第
1実施例を示す。この杭の接続構造は、コンクリート杭
からなる上杭1の金属板からなる端部部材2と、同じく
コンクリート杭からなる下杭3の金属板からなる端部部
材4を突き合わせ、接続部材5を介して、上杭1と下杭
3を接合するようにしたものである。1 to 3 show a first embodiment of a pile connecting structure according to the present invention. This pile connection structure is such that an end member 2 made of a metal plate of an upper pile 1 made of a concrete pile and an end member 4 made of a metal plate of a lower pile 3 made of a concrete pile are butted against each other, and a connection member 5 is interposed therebetween. Then, the upper pile 1 and the lower pile 3 are joined together.
【0025】本実施例においては、上杭1及び下杭3の
外周に沿って、上杭1及び下杭3の突き合わせた端部部
材2、4に跨るように接続部材5を配設するようにして
いるが、この接続部材5には、筒状突起6を端部部材
2、4に向けて突設し、一方、各端部部材2、4には、
筒状突起6が嵌挿される凹部7を形成し、筒状突起6に
ピン8を圧入して凹部7内で拡開させることにより、筒
状突起6の外周面を凹部7の内周面に押し付け、筒状突
起6を凹部7内に固定し、この筒状突起6が凹部7内に
固定されることによって、接続部材5を介して、上杭1
と下杭3を接合するようにしている。In this embodiment, the connecting member 5 is arranged along the outer circumference of the upper pile 1 and the lower pile 3 so as to straddle the end members 2 and 4 of the upper pile 1 and the lower pile 3 which are abutted with each other. However, the connecting member 5 is provided with the cylindrical projection 6 projecting toward the end members 2 and 4, while the end members 2 and 4 are provided with
By forming a recess 7 into which the cylindrical protrusion 6 is fitted and pressing the pin 8 into the cylindrical protrusion 6 to expand the pin 8 in the recess 7, the outer peripheral surface of the cylindrical protrusion 6 becomes the inner peripheral surface of the recess 7. By pressing and fixing the cylindrical projection 6 in the recess 7, and fixing the cylindrical projection 6 in the recess 7, the upper pile 1 is connected via the connecting member 5.
And the lower pile 3 are joined together.
【0026】筒状突起6は、塑性変形可能な金属等の円
筒状のものからなり、基部が接続部材5に一体に接続さ
れている。この筒状突起6には、図3に示すように、軸
方向にスリット9が形成されており、これにより、ピン
8を圧入したとき、筒状突起6の拡開が、容易かつ正確
に行うことができるようにしている。なお、図3に示す
筒状突起6においては、4本のスリット9を等しい角度
間隔に形成したが、スリット9の本数は、4本に限定さ
れず、5本以上あるいは3本以下に設定することができ
る。The cylindrical projection 6 is made of a plastically deformable metal or the like and has a base portion integrally connected to the connecting member 5. As shown in FIG. 3, the cylindrical projection 6 is formed with a slit 9 in the axial direction, so that when the pin 8 is press-fitted, the cylindrical projection 6 can be easily and accurately expanded. I am able to do that. In the cylindrical projection 6 shown in FIG. 3, four slits 9 are formed at equal angular intervals, but the number of slits 9 is not limited to four and is set to 5 or more or 3 or less. be able to.
【0027】凹部7は、奥側に拡がる逆テーパ状に形成
されており、この凹部7の逆テーパの角度は、ピン8の
逆テーパの角度に合わせることが好適である。このよう
に、凹部7を逆テーパ状に形成することにより、拡開し
た筒状突起6の凹部7内での固定を確実にすることがで
きる。The recess 7 is formed in a reverse taper shape that widens to the back side, and the reverse taper angle of the recess 7 is preferably matched with the reverse taper angle of the pin 8. By forming the concave portion 7 in the reverse taper shape in this manner, the expanded cylindrical projection 6 can be reliably fixed in the concave portion 7.
【0028】ピン8は、筒状突起6に嵌挿することによ
り仮固定されており、そのために、逆テーパ部の下部に
案内用軸部8aを一体に備えている。The pin 8 is temporarily fixed by being fitted into the cylindrical projection 6, and therefore, a guide shaft portion 8a is integrally provided at the lower portion of the reverse taper portion.
【0029】この杭の接続構造では、図2(a)に示す
ように、ピン8を接続部材5の筒状突起6に挿入した状
態で、接続部材5の筒状突起6と各端部部材2、4の凹
部7を位置決めし、接続部材5を上杭1及び下杭3に向
けて押圧することにより、ピン8が凹部7の底部に当接
して、筒状突起6内に圧入されることから、図2(b)
に示すように、筒状突起6が凹部7内で拡開し、これに
よって、筒状突起6の外周面を凹部7の内周面に押し付
け、筒状突起6を凹部7内に固定し、この筒状突起6が
凹部7内に固定されることによって、接続部材5を介し
て、上杭1と下杭3を簡単かつ確実に接合することがで
きるものとなる。In this pile connection structure, as shown in FIG. 2A, with the pin 8 inserted in the cylindrical projection 6 of the connecting member 5, the cylindrical projection 6 of the connecting member 5 and each end member By positioning the concave portions 2 and 4 and pressing the connecting member 5 toward the upper pile 1 and the lower pile 3, the pin 8 comes into contact with the bottom portion of the concave portion 7 and is press-fitted into the cylindrical projection 6. Therefore, Fig. 2 (b)
As shown in, the cylindrical projection 6 expands in the recess 7, whereby the outer peripheral surface of the cylindrical projection 6 is pressed against the inner peripheral surface of the recess 7, and the cylindrical projection 6 is fixed in the recess 7. By fixing the tubular projection 6 in the recess 7, the upper pile 1 and the lower pile 3 can be easily and reliably joined via the connecting member 5.
【0030】ところで、上記実施例の杭の接続構造で
は、凹部7を、奥側に拡がる逆テーパ状に形成するよう
にしたが、凹部7を、図4(a)に示すように、ストレ
ート状に形成した穴で構成したり、図4(b)に示すよ
うに、傾斜して形成した穴で構成することができる。こ
の場合、筒状突起6を略水平方向に突設するほか、傾斜
して形成した穴で構成した凹部7に合わせて、傾斜して
突設することができる。By the way, in the pile connecting structure of the above-mentioned embodiment, the concave portion 7 is formed in an inverse taper shape which expands to the inner side. However, as shown in FIG. 4 (a), the concave portion 7 has a straight shape. The holes may be formed in the above, or as shown in FIG. 4B, the holes may be formed in an inclined manner. In this case, the cylindrical projection 6 can be provided so as to project in a substantially horizontal direction, and the projection 6 can be provided so as to be inclined in conformity with the recessed portion 7 formed by the inclinedly formed hole.
【0031】また、図5に示すように、各端部部材2、
4の外周部に、接続部材5を収容する切欠部10を形成
することができる。この場合、切欠部10の底部10a
に凹部7を杭の半径方向に形成し、切欠部10に接続部
材5を収容することにより、接続部材5の突出をなく
し、上杭1及び下杭3の外周面を平滑にすることができ
る。また、切欠部10に接続部材5を収容した状態で、
接続部材5の上下端部に間隙10bを設けることが望ま
しく、これにより、上杭1及び下杭3がロッキング(揺
動)した場合に、各端部部材2、4と接続部材5が接触
し、破損することを確実に防止することができる。Further, as shown in FIG. 5, each end member 2,
A notch 10 for accommodating the connecting member 5 can be formed on the outer peripheral portion of the connector 4. In this case, the bottom portion 10a of the cutout portion 10
By forming the concave portion 7 in the radial direction of the pile and accommodating the connecting member 5 in the cutout portion 10, it is possible to eliminate the protrusion of the connecting member 5 and to make the outer peripheral surfaces of the upper pile 1 and the lower pile 3 smooth. . Also, with the connection member 5 accommodated in the cutout portion 10,
It is desirable to provide a gap 10b at the upper and lower ends of the connecting member 5, so that when the upper pile 1 and the lower pile 3 are rocked (swing), the end members 2, 4 and the connecting member 5 come into contact with each other. Therefore, it can be surely prevented from being damaged.
【0032】次に、図6に、鋼管杭からなる上杭1とプ
レストレストコンクリート杭からなる下杭3を接合する
ようにした、本発明の杭の接続構造の第3実施例を示
す。鋼管杭からなる上杭1は、鋼管Kからなる端部(端
部部材)2の内側に、リング状の裏当て端部部材11を
溶接により固定するとともに、この上杭1の端部(端部
部材)2及び裏当て端部部材11に凹部7を形成するよ
うにする。裏当て端部部材11は、図6(b)に示すよ
うに、リング状の金属製環状部材12と、この金属製環
状部材12の内側に固定され、凹部7の底部を形成する
金属製短筒13とより構成されている。なお、金属製環
状部材12と金属製短筒13を別体ではなく、一体物と
して構成することもできる。また、金属製環状部材12
の底面には、必要に応じて、下杭3のプレストレストコ
ンクリート杭の製造時に使用した緊張用ボルトのねじ孔
9に嵌合し、位置決めする突起12aを突設することが
できる。この裏当て端部部材11は、筒状の端部部材2
と重合する位置で、端部部材2に予め溶接されており、
凹部7は、端部部材2と裏当て端部部材11とを連通す
るように形成されている。これにより、厚みのない鋼管
Kからなる端部(端部部材)2でも凹部7を形成して、
接続部材5の筒状突起6を固定することができる。な
お、下杭3の凹部7の構成は、図1〜図3に示す第1実
施例と同じである。ところで、この実施例においては、
裏当て端部部材11を鋼管杭からなる上杭1に固定する
ようにしたが、図7に示す変形実施例のように、プレス
トレストコンクリート杭からなる下杭3の端部部材4に
溶接により固定することもできる。また、プレストレス
トコンクリート杭を上杭1に、鋼管杭を下杭3に用いる
場合も、同様に構成することにより(上下を逆に構成す
ることにより)、接合することができる。Next, FIG. 6 shows a third embodiment of the pile connection structure of the present invention, in which the upper pile 1 made of steel pipe pile and the lower pile 3 made of prestressed concrete pile are joined. The upper pile 1 made of a steel pipe pile has a ring-shaped backing end member 11 fixed to the inside of an end portion (end member) 2 made of a steel pipe K by welding, and the end portion (end The recess 7 is formed in the member 2) and the backing end member 11. The backing end member 11 is, as shown in FIG. 6B, a ring-shaped metallic annular member 12 and a metallic short member that is fixed to the inside of the metallic annular member 12 and forms the bottom of the recess 7. It is composed of a cylinder 13. Note that the metallic annular member 12 and the metallic short tube 13 may be configured as an integrated body instead of separate bodies. In addition, the metal annular member 12
If necessary, a projection 12a that fits into the screw hole 9 of the tension bolt used when manufacturing the prestressed concrete pile of the lower pile 3 and is positioned can be provided on the bottom surface of the. This backing end member 11 is a cylindrical end member 2
Has been previously welded to the end member 2 at a position where
The recess 7 is formed so that the end member 2 and the backing end member 11 communicate with each other. As a result, the concave portion 7 is formed even in the end portion (end member) 2 made of the steel pipe K having no thickness,
The tubular protrusion 6 of the connecting member 5 can be fixed. The configuration of the recess 7 of the lower pile 3 is the same as that of the first embodiment shown in FIGS. By the way, in this embodiment,
The backing end member 11 was fixed to the upper pile 1 made of steel pipe pile, but as in the modified example shown in FIG. 7, it was fixed to the end member 4 of the lower pile 3 made of prestressed concrete pile by welding. You can also do it. Also, when the prestressed concrete pile is used for the upper pile 1 and the steel pipe pile is used for the lower pile 3, they can be joined with the same configuration (upside down configuration).
【0033】また、図8に示すように、上記のような鋼
管Kからなる端部(端部部材)2にも、接続部材5を収
容する切欠部10を形成することができる。切欠部10
は、裏当て端部部材11の外側の鋼管Kの端部(端部部
材)2を切り欠くことにより形成されており、凹部7
は、裏当て端部部材11に直接形成されている。この場
合、切欠部10は、図8(a)に示すように、鋼管Kの
接続部材5が設置される部分だけを切り欠くことによっ
て形成されることから、裏当て端部部材11の鋼管Kの
端部(端部部材)2への固定に支障が生じることはな
い。なお、下杭3の切欠部10と凹部7の構成は、図5
に示す第2実施例と同じである。このように、切欠部1
0を形成し、接続部材5を収容することにより、図8
(c)に示すように、接続部材5の突出をなくし、上杭
1及び下杭3の外周面を平滑にすることができる。Further, as shown in FIG. 8, a notch 10 for accommodating the connecting member 5 can be formed in the end portion (end member) 2 made of the steel pipe K as described above. Notch 10
Is formed by cutting out the end portion (end member) 2 of the steel pipe K outside the backing end member 11, and the recess 7
Are directly formed on the backing end member 11. In this case, the cutout portion 10 is formed by cutting out only the portion of the steel pipe K where the connecting member 5 is installed, as shown in FIG. 8A, so that the steel pipe K of the backing end member 11 is formed. There is no problem in fixing to the end portion (end member) 2. The configuration of the notch 10 and the recess 7 of the lower pile 3 is as shown in FIG.
The same as the second embodiment shown in FIG. Thus, the cutout 1
By forming 0 and accommodating the connecting member 5, FIG.
As shown in (c), it is possible to eliminate the protrusion of the connecting member 5 and make the outer peripheral surfaces of the upper pile 1 and the lower pile 3 smooth.
【0034】また、図9(a)に示すように、接続部材
5を、杭の周方向に延びる帯状に形成することもでき
る。この接続部材5は、1個が上杭1及び下杭3の全周
の1/4〜1/2を覆う長さに形成し、複数個を組み合
わせることにより、上杭1及び下杭3の全周を覆うよう
にすることができる。この帯状の接続部材5は、曲げ
(水平力)や剪断力に強いことから、上杭1及び下杭3
の接合部の強度を向上させるとともに、接続部材5を薄
肉に形成して突出量を小さくできることから、端部部材
2、4に切欠部10を形成しなくてよいという効果があ
る。Further, as shown in FIG. 9 (a), the connecting member 5 may be formed in a strip shape extending in the circumferential direction of the pile. This connecting member 5 is formed to have a length that covers 1/4 to 1/2 of the entire circumference of the upper pile 1 and the lower pile 3, and by combining a plurality of the connecting members 5, the upper pile 1 and the lower pile 3 The entire circumference can be covered. Since the strip-shaped connecting member 5 is strong against bending (horizontal force) and shearing force, the upper pile 1 and the lower pile 3
Since the strength of the joint portion can be improved and the connecting member 5 can be formed thin to reduce the amount of protrusion, there is an effect that the notch 10 need not be formed in the end members 2 and 4.
【0035】また、接続部材5は、一例として、図9
(b)に示すように、所定長さのパイプ14の両端部に
スリット9を形成するとともに、このパイプ14の両端
部を略直角に折曲することにより、筒状突起6を形成す
ることができる。The connecting member 5 is, for example, as shown in FIG.
As shown in (b), the slits 9 are formed at both ends of the pipe 14 having a predetermined length, and the tubular projections 6 can be formed by bending both ends of the pipe 14 at a substantially right angle. it can.
【0036】また、図10(a)に示すように、筒状突
起6の外周面に環状の突部6aを形成するとともに、凹
部7の内周面に、筒状突起6が拡開したときに突部6a
が嵌合する環状の溝7aを形成することができる。この
場合、筒状突起6の外周面に形成する環状の突部6aと
しては、例えば、コイルスプリング等の別部材を利用す
ることもできる。また、突部6a及び溝7aは、必ずし
も、環状に形成する必要はなく、断続的に形成すること
もできる。これにより、拡開した筒状突起6の凹部7内
での固定を確実にすることができる。Further, as shown in FIG. 10 (a), when an annular projection 6a is formed on the outer peripheral surface of the cylindrical projection 6 and the cylindrical projection 6 spreads on the inner peripheral surface of the recess 7. On the protrusion 6a
It is possible to form an annular groove 7a in which the two are fitted. In this case, as the annular projection 6a formed on the outer peripheral surface of the cylindrical projection 6, for example, another member such as a coil spring can be used. Further, the protrusion 6a and the groove 7a do not necessarily have to be formed in an annular shape, and may be formed intermittently. This ensures that the expanded cylindrical protrusion 6 is fixed in the recess 7.
【0037】一方、図10(b)に示すように、筒状突
起6の外周面に環状の溝6bを形成するとともに、凹部
7の内周面に、筒状突起6が拡開したときに溝6bに嵌
合する環状の突部7bを形成することができる。この場
合も、凹部7の内周面に形成する環状の突部7bとして
は、例えば、コイルスプリング等の別部材を利用するこ
ともできる。また、突部7b及び溝6bは、必ずしも、
環状に形成する必要はなく、断続的に形成することもで
きる。これにより、拡開した筒状突起6の凹部7内での
固定を確実にすることができる。On the other hand, as shown in FIG. 10 (b), when an annular groove 6b is formed on the outer peripheral surface of the cylindrical projection 6 and the cylindrical projection 6 is expanded on the inner peripheral surface of the recess 7. An annular protrusion 7b that fits in the groove 6b can be formed. Also in this case, as the annular protrusion 7b formed on the inner peripheral surface of the recess 7, for example, another member such as a coil spring can be used. Further, the protrusion 7b and the groove 6b are not always
It does not need to be formed in a ring shape, and can be formed intermittently. This ensures that the expanded cylindrical protrusion 6 is fixed in the recess 7.
【0038】このほか、筒状突起の外周面及び/又は凹
部の内周面を、粗面に形成する(図示省略)ことができ
る。ここで、「粗面」とは、環状等の規則的な凹凸のほ
か、不規則な凹凸も含むものとする。これにより、拡開
した筒状突起の凹部内での固定を確実にすることができ
る。In addition, the outer peripheral surface of the cylindrical protrusion and / or the inner peripheral surface of the recess may be formed as a rough surface (not shown). Here, the term "rough surface" includes irregular asperities such as annular irregularities. As a result, it is possible to securely fix the expanded cylindrical protrusion in the recess.
【0039】また、上記各実施例においては、筒状突起
6を円筒状のもので、また、凹部7を筒状突起6が嵌挿
される円穴状のもので説明したが、筒状突起6の形状
は、図11(a)及び図11(b)に示すような三角筒
や四角筒、図12に示すような略多角形の断面を有する
筒体のほか、楕円や他の任意の断面形状を有する筒体を
適宜に選択して構成することができ、凹部7もこれら筒
状突起6の形状に対応した三角穴や四角穴、略多角形の
断面を有する穴のほか、楕円や他の任意の断面形状を有
する穴に形成することができる。この場合、ピン8も、
筒状突起6の形状に合わせて、三角柱や四角柱、略多角
形の断面を有する柱体のほか、楕円や他の任意の断面形
状を有する柱体に形成したものを用いるようにする。Further, in each of the above-mentioned embodiments, the cylindrical projection 6 has a cylindrical shape and the concave portion 7 has a circular hole shape into which the cylindrical projection 6 is inserted. 11 has a triangular tube shape, a rectangular tube shape as shown in FIG. 11 (b), a cylindrical body having a substantially polygonal cross section as shown in FIG. 12, an elliptical shape or any other cross section. A cylindrical body having a shape can be appropriately selected and configured, and the concave portion 7 also has a triangular hole or a square hole corresponding to the shape of these cylindrical projections 6, a hole having a substantially polygonal cross section, an ellipse, or the like. Can be formed in a hole having any cross-sectional shape. In this case, pin 8
According to the shape of the cylindrical projection 6, a triangular prism, a quadrangular prism, a columnar body having a substantially polygonal cross section, or an ellipse or a columnar body having any other cross-sectional shape is used.
【0040】さらに、上記各実施例においては、接続部
材5を上下に筒状突起6を形成したもので説明したが、
接続部材5の形状は、図13(a)に示すように、X状
に形成したり、図13(b)に示すように、斜状に形成
することもできる。Further, in each of the above-mentioned embodiments, the connection member 5 has the cylindrical projections 6 formed on the upper and lower sides.
The connecting member 5 may be formed in an X shape as shown in FIG. 13A or may be formed in an oblique shape as shown in FIG. 13B.
【0041】以上、本発明の杭の接続構造について、複
数の実施例に基づいて説明したが、本発明は上記実施例
に記載した構成に限定されるものではなく、各実施例に
記載した構成を適宜組み合わせる等、その趣旨を逸脱し
ない範囲において適宜その構成を変更することができる
ものである。Although the pile connection structure of the present invention has been described above based on a plurality of embodiments, the present invention is not limited to the structures described in the above embodiments, but the structures described in each embodiment. The configurations can be changed as appropriate without departing from the spirit of the invention, such as by appropriately combining.
【0042】[0042]
【発明の効果】本発明の杭の接続構造によれば、ピンを
接続部材の筒状突起に合わせた状態で、接続部材の筒状
突起を各端部部材の凹部に位置決めし、接続部材を杭に
向けて押圧することにより、ピンが凹部の底部に当接し
て、筒状突起内に圧入されることによって、筒状突起が
拡開し、これによって、筒状突起の外周面を凹部の内周
面に押し付け、筒状突起を凹部内に固定し、この筒状突
起が凹部内に固定されることによって、接続部材を介し
て、上杭と下杭を接合することができる。これにより、
作業性、品質、コスト等の点に関して、従来の杭の接続
構造が有する問題点をすべて解消し、上杭と下杭を簡単
かつ確実に接合することができる。According to the pile connection structure of the present invention, the cylindrical projection of the connecting member is positioned in the concave portion of each end member with the pin aligned with the cylindrical projection of the connecting member, and the connecting member is By pressing toward the pile, the pin abuts the bottom of the recess and is press-fitted into the cylindrical projection, whereby the cylindrical projection expands, and the outer peripheral surface of the cylindrical projection is thereby expanded. The upper stake and the lower stake can be joined to each other via the connecting member by being pressed against the inner peripheral surface to fix the tubular protrusion in the recess, and fixing the tubular protrusion in the recess. This allows
With respect to workability, quality, cost, etc., all the problems of the conventional pile connection structure can be solved, and the upper pile and the lower pile can be joined easily and reliably.
【0043】また、筒状突起に軸方向にスリットを形成
することにより、筒状突起の拡開を、容易かつ正確に行
うことができる。Further, by forming a slit in the cylindrical protrusion in the axial direction, the cylindrical protrusion can be easily and accurately expanded.
【0044】また、凹部の内周面を奥側に拡がる逆テー
パ状に形成することにより、拡開した筒状突起の凹部内
での固定を確実にすることができる。Further, by forming the inner peripheral surface of the concave portion in an inverted taper shape that widens to the inner side, it is possible to securely fix the expanded cylindrical projection in the concave portion.
【0045】また、筒状突起の外周面に突部及び/又は
溝を形成するとともに、凹部の内周面に、筒状突起が拡
開したときに前記突部が嵌合する溝及び/又は前記溝に
嵌合する突部を形成することにより、拡開した筒状突起
の凹部内での固定を確実にすることができる。Further, a projection and / or a groove is formed on the outer peripheral surface of the cylindrical projection, and a groove and / or a groove to which the projection is fitted when the cylindrical projection is expanded is formed on the inner peripheral surface of the recess. By forming the protrusion that fits in the groove, it is possible to reliably fix the expanded cylindrical protrusion in the recess.
【0046】また、筒状突起の外周面及び/又は凹部の
内周面を、粗面に形成することにより、拡開した筒状突
起の凹部内での固定を確実にすることができる。Further, by forming the outer peripheral surface of the cylindrical protrusion and / or the inner peripheral surface of the recessed portion to be rough, it is possible to securely fix the expanded cylindrical protrusion in the recessed portion.
【0047】また、ピンを凹部の底部に固定することに
より、筒状突起をピン又は凹部の何れか一方に合わせる
だけで、ピンと凹部の両方に筒状突起を位置決めするこ
とができる。Further, by fixing the pin to the bottom of the recess, it is possible to position the cylindrical protrusion on both the pin and the recess only by aligning the cylindrical protrusion with either the pin or the recess.
【0048】また、端部部材の内側に、リング状の裏当
て端部部材を固定するとともに、該裏当て端部部材に凹
部を形成することにより、端部部材が鋼管からなる場合
でも、凹部を形成し、接続部材の筒状突起を固定するこ
とができる。Further, by fixing the ring-shaped backing end member inside the end member and forming the recess in the backing end member, even if the end member is made of a steel pipe, the recess is formed. Can be formed and the cylindrical projection of the connection member can be fixed.
【0049】また、各端部部材の外周部に、接続部材を
収容する切欠部を形成することにより、接続部材の突出
をなくし、杭の外周面を平滑にすることができる。Further, by forming a cutout portion for accommodating the connecting member on the outer peripheral portion of each end member, it is possible to eliminate the protrusion of the connecting member and to make the outer peripheral surface of the pile smooth.
【0050】また、接続部材を杭の周方向に延びる帯状
に形成することにより、杭の接続部分の強度を向上させ
るとともに、接続部材を薄肉に形成して接続部材の突出
量を小さくすることができる。By forming the connecting member in the shape of a strip extending in the circumferential direction of the pile, the strength of the connecting portion of the pile can be improved and the connecting member can be formed thin so that the amount of protrusion of the connecting member can be reduced. it can.
【図1】本発明の杭の接続構造の第1実施例を示し、
(a)は分解斜視図、(b)は接続後の状態を示す斜視
図である。FIG. 1 shows a first embodiment of the pile connection structure of the present invention,
(A) is an exploded perspective view, (b) is a perspective view showing a state after connection.
【図2】同実施例の接続部材と凹部を示し、(a)は接
続前の状態を示す拡大断面図、(b)は接続後の状態を
示す拡大断面図である。2A and 2B show a connecting member and a recess of the embodiment, FIG. 2A is an enlarged sectional view showing a state before connection, and FIG. 2B is an enlarged sectional view showing a state after connection.
【図3】同実施例の接続部材を示し、(a)は正面図、
(b)は側面図、(c)は平面図である。FIG. 3 shows a connecting member of the embodiment, (a) is a front view,
(B) is a side view and (c) is a plan view.
【図4】同実施例の変形例の接続部材と凹部を示す説明
図である。FIG. 4 is an explanatory view showing a connection member and a recess of a modified example of the same embodiment.
【図5】本発明の杭の接続構造の第2実施例を示し、
(a)は接続前の状態を示す拡大断面図、(b)は接続
後の状態を示す拡大断面図である。FIG. 5 shows a second embodiment of the pile connection structure of the present invention,
(A) is an enlarged sectional view showing a state before connection, and (b) is an enlarged sectional view showing a state after connection.
【図6】本発明の杭の接続構造の第3実施例を示し、
(a)は接続部の拡大断面図、(b)は裏当て端部部材
を示す斜視図である。FIG. 6 shows a third embodiment of the pile connection structure of the present invention,
(A) is an expanded sectional view of a connection part, (b) is a perspective view showing a backing end member.
【図7】本発明の杭の接続構造の第3実施例の変形例を
示し、(a)は接続部の拡大断面図、(b)は裏当て端
部部材を示す斜視図である。7A and 7B show a modified example of the third embodiment of the pile connecting structure of the present invention, FIG. 7A is an enlarged sectional view of a connecting portion, and FIG. 7B is a perspective view showing a backing end member.
【図8】本発明の杭の接続構造の第4実施例を示し、
(a)は一部切欠正面図、(b)は接続前の状態を示す
拡大断面図、(c)は接続後の状態を示す拡大断面図で
ある。FIG. 8 shows a fourth embodiment of the pile connection structure of the present invention,
(A) is a partially cutaway front view, (b) is an enlarged sectional view showing a state before connection, and (c) is an enlarged sectional view showing a state after connection.
【図9】接続部材の変形実施例を示し、(a)は帯状の
接続部材を示す斜視図、(b)はパイプによって製造し
た接続部材を示す説明図である。9A and 9B show modified examples of the connection member, FIG. 9A is a perspective view showing a strip-shaped connection member, and FIG. 9B is an explanatory view showing the connection member manufactured by a pipe.
【図10】筒状突起と凹部に環状の突部と溝を設けた実
施例を示し、(a)は筒状突起に突部を設けた実施例を
示す拡大断面図、(b)は筒状突起に溝を設けた実施例
を示す拡大断面図である。FIG. 10 shows an embodiment in which an annular protrusion and a groove are provided in the cylindrical projection and the recess, (a) is an enlarged cross-sectional view showing an embodiment in which the protrusion is provided on the cylindrical projection, and (b) is a cylinder. FIG. 7 is an enlarged cross-sectional view showing an example in which a groove is provided on the protrusion.
【図11】筒状突起と凹部の形状の変形実施例を示す斜
視図である。FIG. 11 is a perspective view showing a modified example of the shapes of the cylindrical protrusion and the recess.
【図12】筒状突起と凹部の形状の変形実施例を示す平
面図である。FIG. 12 is a plan view showing a modified example of the shapes of the cylindrical protrusion and the recess.
【図13】接続部材の変形実施例を示し、(a)はX状
の接続部材を示す正面図、(b)は斜状の接続部材を示
す正面図である。13A and 13B show modified examples of the connection member, FIG. 13A is a front view showing an X-shaped connection member, and FIG. 13B is a front view showing an oblique connection member.
1 上杭 2 端部部材 3 下杭 4 端部部材 5 接続部材 6 筒状突起 7 凹部 8 ピン 8a 案内用軸部 9 スリット 10 切欠部 10a 底部 11 裏当て端部部材 12 金属製環状部材 13 金属製短筒 14 パイプ 1 Upper pile 2 end member 3 lower pile 4 End member 5 connection members 6 cylindrical protrusions 7 recess 8 pin 8a Guide shaft 9 slits 10 Notch 10a bottom 11 Backing end member 12 Metal ring member 13 short metal tubes 14 pipes
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−259083(JP,A) 特開2000−46273(JP,A) 特開2000−291000(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 5/24 101 - 103 ─────────────────────────────────────────────────── ─── Continuation of front page (56) References JP-A-7-259083 (JP, A) JP-A-2000-46273 (JP, A) JP-A-2000-291000 (JP, A) (58) Fields investigated ( Int.Cl. 7 , DB name) E02D 5/24 101-103
Claims (9)
いて、上杭及び下杭の外周に沿って、上杭及び下杭の突
き合わせた端部部材に跨るように接続部材を配設し、該
接続部材に筒状突起を端部部材に向けて突設するととも
に、各端部部材に、前記筒状突起が嵌挿される凹部を形
成し、前記筒状突起にピンを圧入して凹部内で筒状突起
を拡開させることにより、筒状突起の外周面を凹部の内
周面に押し付け、筒状突起を凹部内に固定するようにし
たことを特徴とする杭の接続構造。1. In a pile connecting structure for joining an upper pile and a lower pile, a connecting member is arranged along the outer periphery of the upper pile and the lower pile so as to straddle the end members where the upper pile and the lower pile are butted against each other. Then, the connecting member is provided with a cylindrical projection projecting toward the end member, and each end member is formed with a recess into which the cylindrical projection is fitted, and a pin is press-fitted into the cylindrical projection. Cylindrical protrusion in the recess
The pile connecting structure is characterized in that the outer peripheral surface of the cylindrical projection is pressed against the inner peripheral surface of the recess by expanding the cylindrical projection to fix the cylindrical projection in the recess.
ことを特徴とする請求項1記載の杭の接続構造。2. The pile connecting structure according to claim 1, wherein a slit is formed in the cylindrical projection in the axial direction.
に形成したことを特徴とする請求項1又は2記載の杭の
接続構造。3. The pile connecting structure according to claim 1, wherein the inner peripheral surface of the recess is formed in an inversely tapered shape that widens to the inner side .
形成するとともに、凹部の内周面に、筒状突起が拡開し
たときに前記突部が嵌合する溝及び/又は前記溝に嵌合
する突部を形成したことを特徴とする請求項1、2又は
3記載の杭の接続構造。4. A protrusion and / or a groove is formed on the outer peripheral surface of the cylindrical projection, and a groove and / or a groove into which the protrusion is fitted when the cylindrical projection is expanded on the inner peripheral surface of the recess. The connection structure for a pile according to claim 1, 2 or 3, wherein a protrusion that fits into the groove is formed.
面を、粗面に形成したことを特徴とする請求項1、2、
3又は4記載の杭の接続構造。5. The outer peripheral surface of the cylindrical projection and / or the inner peripheral surface of the recess is formed as a rough surface.
The pile connection structure according to 3 or 4.
とする請求項1、2、3、4又は5記載の杭の接続構
造。6. The pile connection structure according to claim 1, wherein the pin is fixed to the bottom of the recess.
部部材を固定するとともに、該裏当て端部部材に凹部を
形成したことを特徴とする請求項1、2、3、4、5又
は6記載の杭の接続構造。7. The ring-shaped backing end member is fixed to the inside of the end member, and a recess is formed in the backing end member. The pile connection structure according to 5 or 6.
する切欠部を形成したことを特徴とする請求項1、2、
3、4、5、6又は7記載の杭の接続構造。8. A notch for accommodating a connecting member is formed on an outer peripheral portion of each end member.
The connection structure for piles according to 3, 4, 5, 6 or 7.
成したことを特徴とする請求項1、2、3、4、5、
6、7又は8記載の杭の接続構造。9. The connection member is formed in a strip shape extending in the circumferential direction of the pile, and the connection member is formed in a strip shape.
The connection structure for piles according to 6, 7, or 8.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000356859A JP3418170B2 (en) | 2000-11-24 | 2000-11-24 | Connection structure of pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000356859A JP3418170B2 (en) | 2000-11-24 | 2000-11-24 | Connection structure of pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002161531A JP2002161531A (en) | 2002-06-04 |
| JP3418170B2 true JP3418170B2 (en) | 2003-06-16 |
Family
ID=18829013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000356859A Expired - Fee Related JP3418170B2 (en) | 2000-11-24 | 2000-11-24 | Connection structure of pile |
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| Country | Link |
|---|---|
| JP (1) | JP3418170B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101252027B1 (en) | 2012-09-04 | 2013-04-10 | 최성희 | Coupling apparatus of pile |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4753136B2 (en) * | 2005-11-17 | 2011-08-24 | 三谷セキサン株式会社 | Pile connection structure, PC steel bar |
| JP4989409B2 (en) * | 2007-10-18 | 2012-08-01 | 住友金属工業株式会社 | Foundation pile structure, ready-made concrete pile, and joint hardware of ready-made concrete pile and steel pipe pile |
| KR101192633B1 (en) * | 2011-12-23 | 2012-10-18 | 최성희 | Coupling apparatus of pile |
| JP6244925B2 (en) * | 2014-01-14 | 2017-12-13 | 新日鐵住金株式会社 | Steel pipe pile joint structure |
| JP5916780B2 (en) * | 2014-03-20 | 2016-05-11 | 株式会社クボタ | Steel pipe connection structure and steel pipe connection method |
| JP6370284B2 (en) * | 2015-10-27 | 2018-08-08 | 株式会社クボタ | Steel pipe connection structure and steel pipe connection method |
| KR101836880B1 (en) * | 2016-06-23 | 2018-04-19 | 오석환 | Structure and method of connecting hollow pile |
| JP6502915B2 (en) * | 2016-11-16 | 2019-04-17 | 株式会社東部 | Connection method of steel pipe piles |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000291000A (en) | 1997-07-15 | 2000-10-17 | Kubota Corp | Columns and connection structure of columns |
-
2000
- 2000-11-24 JP JP2000356859A patent/JP3418170B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000291000A (en) | 1997-07-15 | 2000-10-17 | Kubota Corp | Columns and connection structure of columns |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101252027B1 (en) | 2012-09-04 | 2013-04-10 | 최성희 | Coupling apparatus of pile |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2002161531A (en) | 2002-06-04 |
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