JPH1181304A - Connection structure of steel pipe - Google Patents

Connection structure of steel pipe

Info

Publication number
JPH1181304A
JPH1181304A JP9252846A JP25284697A JPH1181304A JP H1181304 A JPH1181304 A JP H1181304A JP 9252846 A JP9252846 A JP 9252846A JP 25284697 A JP25284697 A JP 25284697A JP H1181304 A JPH1181304 A JP H1181304A
Authority
JP
Japan
Prior art keywords
cylindrical
steel pipe
divided
joint
fixed
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.)
Pending
Application number
JP9252846A
Other languages
Japanese (ja)
Inventor
Sadao Hayakawa
定夫 早川
Kazuhiko Monma
和彦 門馬
Kazuhiro Yoshida
一弘 吉田
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.)
Hokkaido Electric Power Co Inc
Nasu Denki Tekko Co Ltd
Original Assignee
Hokkaido Electric Power Co Inc
Nasu Denki Tekko 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 Hokkaido Electric Power Co Inc, Nasu Denki Tekko Co Ltd filed Critical Hokkaido Electric Power Co Inc
Priority to JP9252846A priority Critical patent/JPH1181304A/en
Publication of JPH1181304A publication Critical patent/JPH1181304A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

PROBLEM TO BE SOLVED: To dispense with a welding work to connect steel pipes in a construction site and obtain a stable and hight quality of the connected steel pipe, by welding in advance the connection parts of mutual steel pipes in a factory. SOLUTION: Cylindrical connection parts 1, 21 having a smaller outer diameter than steel pipe piles 10, 11 are fixed to the butt ends 10a, 11a of the connecting steel pipe piles 10, 11 and screw holes 3, 23 are formed on the side face of the cylindrical connection parts 1, 21. These connection parts are arranged to butt each other and the outer periphery thereof is covered with a cylindrical joint divided to form arcuate sections and provided with insertion holes for bolts. Respective insertion holes for bolts of the divided cylindrical joint are positioned to correspond to respective screw holes 3, 23 and bolts 12 are inserted in these holes and fastened to connect the steel pipe piles 10, 11. Respective divided cylindrical joints fixed to the cylindrical connection parts 1, 21 and respective bolts 12 are formed not to protrude out of the outer diameter of the connecting steel pipe piles 10, 11.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、鉄塔を建設する
際に土中に打ち込む杭などに使用する鋼管の接続構造に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure for steel pipes used for piles driven into the ground when constructing a steel tower.

【0002】[0002]

【従来の技術】湿地帯等の軟弱地盤において鉄塔を建設
する際、土中の支持地盤まで複数の鋼管杭を軸方向に継
ぎ足し、鉄塔の基礎としている。従来、この鋼管杭の接
続はその場で溶接することによって行われていた。
2. Description of the Related Art When a steel tower is constructed on a soft ground such as a wetland, a plurality of steel pipe piles are added in an axial direction to a supporting ground in the soil to form a foundation of the steel tower. Conventionally, connection of this steel pipe pile was performed by welding on the spot.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、建設現
場で溶接を行う場合は気温や風雨の影響をうけ、特に湿
地帯等の工事では、重機の搬入可能な地面が凍結してい
る冬期に行うため予熱管理が困難で、手間や時間がかか
る。また技術力の乏しい溶接工が作業する場合もあり、
さらに杭打ち作業を長時間中断すると地盤が閉まり、そ
れ以後杭が打ち込めなくなる、これらのような場合、充
分な非破壊検査もできず、溶接部分の品質にも問題があ
った。
However, welding at a construction site is subject to the effects of temperature and wind and rain, and particularly in the case of construction in wetlands, etc., welding is performed in winter when the ground on which heavy equipment can be carried is frozen. Preheating management is difficult and takes time and effort. In some cases, welders with poor technical skills may work,
Furthermore, if the pile driving work is interrupted for a long time, the ground closes and the pile cannot be driven after that. In these cases, sufficient nondestructive inspection cannot be performed, and there is a problem in the quality of the welded portion.

【0004】この発明はこれらの点に鑑みて為されたも
のであり、工場において予め鋼管の端縁部に円筒状接続
部を溶接しておき、この様な鋼管を現場に搬入し、鋼管
杭として使用する。そして鋼管同士の接続に当たって
は、鋼管に設けられた円筒状接続部の突き合わせ部分
を、分割された円筒状継手により管外から被い、その後
ボルトで締結することにより行うものとし、この様な接
続構造を提供することにより上記課題を解決するもので
ある。
The present invention has been made in view of the above points, and a cylindrical connecting portion is welded in advance to an end portion of a steel pipe in a factory, and such a steel pipe is carried to a site, and a steel pipe pile is welded. Use as When connecting the steel pipes, the butted portion of the cylindrical connection portion provided on the steel pipe is covered from the outside of the pipe with a divided cylindrical joint, and then the connection is performed by fastening with bolts, and such connection is performed. The problem is solved by providing a structure.

【0005】[0005]

【課題を解決するための手段】請求項1項の発明は、接
続する夫々の鋼管の突き合わせ端縁部にこの鋼管の径よ
り小さい外径の円筒状接続部を同軸上に接続、固定し、
この円筒状接続部の側面上に多数のネジ孔を設け、各鋼
管に接続、固定されたこれらの円筒状接続部を相互に突
き合わせ、この突き合わせた二つの円筒状接続部の外周
を、円弧状に適宜に分割され、各分割片に多数のボルト
挿通孔を穿った分割円筒状継手で被い、この分割円筒状
継手の各ボルト挿通孔と上記円筒状接続部の各ネジ孔を
合わせ、これらのボルト挿通孔にボルトを通してボルト
端をネジ孔に螺着して締め付けることによって上記鋼管
同士を接続し、上記円筒状接続部に固定された各分割円
筒状継手及び締め付けられた各ボルトの頭部は上記接続
する鋼管の外径より突出しないようにした鋼管の接続構
造である。
According to the first aspect of the present invention, a cylindrical connecting portion having an outer diameter smaller than the diameter of the steel pipe is coaxially connected to and fixed to a butt end of each steel pipe to be connected.
A number of screw holes are provided on the side surface of the cylindrical connecting portion, and these cylindrical connecting portions connected and fixed to each steel pipe are butted against each other, and the outer periphery of the two butted cylindrical connecting portions is formed in an arc shape. Each divided piece is covered with a divided cylindrical joint in which a number of bolt insertion holes are drilled, and each bolt insertion hole of the divided cylindrical joint and each screw hole of the cylindrical connection portion are aligned. The steel pipes are connected to each other by screwing the bolt ends into the screw holes and tightening the bolt ends by passing the bolts through the bolt insertion holes, and the divided cylindrical joints fixed to the cylindrical connection portion and the heads of the tightened bolts Is a steel pipe connection structure which does not protrude beyond the outer diameter of the steel pipe to be connected.

【0006】請求項2項の発明は、接続する夫々の鋼管
の突き合わせ端縁部にこの鋼管の径より小さい外径の円
筒状接続部を同軸上に接続、固定し、この円筒状接続部
の側面上の外周に多数のネジ孔及び環状凹凸部を設け、
各鋼管に接続、固定されたこれらの円筒状接続部を相互
に突き合わせ、この突き合わせた二つの円筒状接続部の
外周を、円弧状に適宜に分割され、各分割片に多数のボ
ルト挿通孔及び裏面に環状凹凸部を設けた分割円筒状継
手で被い、当該円筒状接続部及び上記分割円筒状継手の
夫々に設けた環状凹凸部を嵌合させ、分割円筒状継手の
各ボルト挿通孔及び円筒状接続部の各ネジ孔を合わせて
これらのボルト挿通孔にボルトを通してボルト端をネジ
孔に螺着して締め付けて上記鋼管同士を接続し、上記円
筒状接続部に固定された各分割円筒状継手及び締め付け
られた各ボルトの頭部は上記接続する鋼管の外径より突
出しないようにした鋼管の接続構造である。
According to a second aspect of the present invention, a cylindrical connecting portion having an outer diameter smaller than the diameter of the steel pipe is coaxially connected to and fixed to a butt end of each steel pipe to be connected. Provide a number of screw holes and annular irregularities on the outer circumference on the side,
These cylindrical connection parts connected and fixed to each steel pipe are butted against each other, the outer periphery of the two butted cylindrical connection parts is appropriately divided into an arc shape, and a number of bolt insertion holes and Cover with a split cylindrical joint provided with an annular uneven portion on the back surface, fit the annular uneven portion provided on each of the cylindrical connecting portion and the split cylindrical joint, fit each bolt insertion hole of the split cylindrical joint and Align each screw hole of the cylindrical connection part, pass a bolt through these bolt insertion holes, screw the bolt end into the screw hole, tighten and connect the steel pipes, and each divided cylinder fixed to the cylindrical connection part The joint of the steel pipe and the head of each of the bolts tightened are steel pipe connecting structures that do not protrude beyond the outer diameter of the steel pipe to be connected.

【0007】[0007]

【実施の形態例】次にこの発明の実施の形態例を図につ
いて説明する。まず図1乃至図3によって、鋼管杭の端
縁部に設ける円筒状接続部1を説明する。この円筒状接
続部1の、鋼管杭に接続される端縁部1aの外径は、接
続される鋼管杭の内径よりも小さく成っており、この端
縁部1aに続いて当該円筒状接続部1を鋼管杭端に一定
長嵌合した際、当該円筒状接続部1が鋼管杭端に係止さ
れるように円筒状接続部1の側面に環状突部2を設けて
いる。この環状凸部2の外径は、図1に示すように、鋼
管杭の外径と同じにして土中での抵抗を少なくしてい
る。
Next, an embodiment of the present invention will be described with reference to the drawings. First, a cylindrical connecting portion 1 provided at an edge portion of a steel pipe pile will be described with reference to FIGS. 1 to 3. The outer diameter of the end 1a of the cylindrical connecting portion 1 connected to the steel pipe pile is smaller than the inner diameter of the connected steel pipe pile, and the cylindrical connecting portion follows the end 1a. An annular protrusion 2 is provided on the side surface of the cylindrical connecting portion 1 so that the cylindrical connecting portion 1 is engaged with the steel pipe pile end when the fixed length 1 is fitted to the steel pipe pile end. As shown in FIG. 1, the outer diameter of the annular convex portion 2 is made equal to the outer diameter of the steel pipe pile to reduce the resistance in the soil.

【0008】またこの環状突部2に続く円筒状接続部1
の側面はその外径が鋼管杭の外径より小さくすぼまって
おり、この箇所では貫通したネジ孔3が環状に12個等
間隔で穿たれている。これらの各ネジ孔3は内周にネジ
が切ってある。またこれらのネジ孔3に続く円筒状接続
部1の側面には、後述する分割円筒状継手によって被わ
れた際、当該分割円筒状継手が円筒状接続部1に係止さ
れるように環状凹凸部4を設けている。さらにこれらの
環状凹凸部4によって円筒状接続部1の強度の補強も為
されている。
The cylindrical connecting portion 1 following the annular projecting portion 2
Has an outer diameter which is smaller than the outer diameter of the steel pipe pile. At this point, twelve threaded holes 3 are formed annularly at equal intervals. Each of these screw holes 3 is internally threaded. In addition, the side surface of the cylindrical connecting portion 1 following these screw holes 3 is provided with an annular concave and convex so that the split cylindrical joint is locked to the cylindrical connecting portion 1 when covered by a later-described divided cylindrical joint. A part 4 is provided. Further, the strength of the cylindrical connecting portion 1 is reinforced by these annular uneven portions 4.

【0009】またこの円筒状接続部の形状は図2の他、
図4に示すようにもう一種類有り、この円筒状接続部2
1は鋼管杭に設けられる側と反対の側の端縁部21bの
形状のみが上記円筒状接続部1と異なる。つまりこれら
の二つの円筒状接続部1、21が突き合わされた際、一
方の円筒状接続部1の端縁部1bは他方の円筒状21の
端縁部21bの中に嵌合されるように、円筒状接続部1
の端縁部1bは断面がテーパー状の先細と成っており、
他方の円筒状接続部21の端縁部21bはこの端縁部1
bを受け入れられる形状と成っている。そして端縁部2
1a、環状凸部22、ネジ孔23及び環状凹凸部24に
ついては、上記円筒状接続部1と同様の形状である。ま
たこれらの円筒状接続部1、21には強度の補強のた
め、内側に夫々十字型のリブ5、25を設けている。
The shape of the cylindrical connecting portion is different from that shown in FIG.
There is another type as shown in FIG.
1 is different from the cylindrical connecting portion 1 only in the shape of an edge 21b on the side opposite to the side provided on the steel pipe pile. That is, when these two cylindrical connecting portions 1 and 21 are abutted, the edge 1b of one cylindrical connecting portion 1 is fitted into the edge 21b of the other cylindrical shape 21. , Cylindrical connection 1
Has a tapered cross section.
The edge 21b of the other cylindrical connecting portion 21 is the edge 1
It is configured to accept b. And edge 2
1a, the annular convex portion 22, the screw hole 23, and the annular concave and convex portion 24 have the same shape as the cylindrical connecting portion 1. These cylindrical connecting portions 1 and 21 are provided with cross-shaped ribs 5 and 25 on the inner side, respectively, for reinforcement of strength.

【0010】図5及び図6は、この発明の分割円筒状継
手6の四分割された内の一つの分割片6aを示す。この
分割片6aには表側から裏側に貫通したボルト挿通用の
ボルト挿通孔7を上下に三個づつ等間隔で横並びに穿っ
てあり、このボルト挿通孔7の外側の開口部分は、分割
片6aの表面より一段低い略半円状の段部8の略中央に
位置し、この分割片6aの強度の補強及びボルトが締め
付けられた際にボルトの頭部を隠して他物との接触を避
け、抵抗をできるだけ少なくしている。またこの分割片
6aの裏側には、図1に示すように上記円筒状接続部1
及び21の外側面に設けられた環状凹凸部4及び24に
対応して、これらと嵌合できるように凹凸部9が設けら
れている。またこの分割片6aは、分割円筒状継手6と
して、円筒状接続部1及び21の外側に固着された際、
その外径は鋼管杭の外径と同じと成っており、また上記
各凹凸部9は環状凹凸部を形成する構成と成っている。
FIGS. 5 and 6 show one of the four divided pieces 6a of the divided cylindrical joint 6 of the present invention. Bolt insertion holes 7 for bolt insertion penetrating from the front side to the back side are formed in the upper and lower three pieces at equal intervals in the divided piece 6a. Is located at the approximate center of the substantially semicircular step 8 which is one step lower than the surface of the bolt, to reinforce the strength of the divided piece 6a and to hide the head of the bolt when the bolt is tightened to avoid contact with other objects. The resistance is as low as possible. As shown in FIG. 1, the cylindrical connecting portion 1 is provided on the back side of the divided piece 6a.
Corresponding to the annular concave and convex portions 4 and 24 provided on the outer surfaces of the first and the second concave portions, the concave and convex portions 9 are provided so as to be fitted to them. Also, when the split piece 6a is fixed to the outside of the cylindrical connecting portions 1 and 21 as the split cylindrical joint 6,
The outer diameter is the same as the outer diameter of the steel pipe pile, and each of the uneven portions 9 is configured to form an annular uneven portion.

【0011】次に、これらの円筒状接続部1及び分割円
筒状継手6を使って鋼管杭10及び11を接続する手順
を説明する。予め工場等において、接続する一方の鋼管
杭10の端縁部10aに円筒状接続部1の一方の端縁部
1aを、また他方の鋼管杭11の端縁部11aに円筒状
接続部21の一方の端縁部21aを夫々嵌合し、その後
溶接にてこれらを固着する。これらの鋼管杭10、11
を建設現場に持ち込み、鋼管杭10の円筒状接続部1を
固着していない方を先にして、土中に打ち込む。
Next, a procedure for connecting the steel pipe piles 10 and 11 using the cylindrical connecting portion 1 and the divided cylindrical joint 6 will be described. In a factory or the like, one end 1a of the cylindrical connecting portion 1 is connected to the end 10a of one steel pipe pile 10 to be connected, and the cylindrical connecting portion 21 is connected to the end 11a of the other steel pipe pile 11 to be connected. One of the edge portions 21a is fitted with each other, and then they are fixed by welding. These steel pipe piles 10, 11
Is brought into a construction site, and the steel pipe pile 10 is driven into the soil with the cylindrical connecting portion 1 not fixed first.

【0012】打ち込みが進み、新たな鋼管杭11を接続
する段になったときには、鋼管杭10の後尾に溶接した
円筒状接続部1の端縁部1bを、他の鋼管杭11に設け
た円筒状接続部21の端縁部21bに嵌合する。その後
円筒状接続部1、21の環状凹凸部4、24の形状及び
ネジ孔3及び23に合わせて、4枚の分割片6aを当て
てボルト12を通して締め付け、二つの鋼管杭10、1
1を接続する。これにより二つの鋼管杭10、11は強
固に連結される。
When the driving progresses and a stage for connecting a new steel pipe pile 11 is reached, the end 1b of the cylindrical connection portion 1 welded to the tail of the steel pipe pile 10 is replaced with a cylindrical pipe provided on another steel pipe pile 11. It fits into the edge 21b of the connection part 21. Then, according to the shape of the annular concave and convex portions 4, 24 of the cylindrical connecting portions 1, 21 and the screw holes 3 and 23, four divided pieces 6a are applied and tightened through the bolts 12, and the two steel pipe piles 10, 1
1 is connected. Thereby, the two steel pipe piles 10 and 11 are firmly connected.

【0013】また、この様にして連結された鋼管杭1
0、11の連結部分の応力は、圧縮力に対しては円筒状
接続部1、21間の接触面で抵抗し、引張力に対しては
円筒状接続部1、21の外面に設けられた凹凸部4及び
24と分割片6aの裏面に設けられた凹凸部9の剪断、
支圧で抵抗し、曲げ力に対しては最大応力となる箇所の
応力的性状が圧縮と引張力の場合と同じであるため、圧
縮力、引張力と同様な機構で抵抗し、剪断曲げの場合の
剪断力は円筒状接続部1、21間の当接面の凹凸部で抵
抗する。またボルト12は円筒状接続部1、21と分割
片6aの外れ防止と、引張力によって生じる偏心曲げに
抵抗する。従って、強度的の面においても、安定した強
固なものである。また円筒状接続部1、21に分割円筒
状継手6を固定させた後も、この分割円筒状継手6が鋼
管杭10、11の円周の外側に突出するものではないの
で、土中に打ち込むに際しても、抵抗が少ないものであ
る。
Further, the steel pipe pile 1 connected in this manner is
The stress of the connecting portions 0 and 11 is provided on the contact surface between the cylindrical connecting portions 1 and 21 against the compressive force, and is provided on the outer surface of the cylindrical connecting portions 1 and 21 against the tensile force. Shearing of the uneven portions 4 and 24 and the uneven portion 9 provided on the back surface of the divided piece 6a;
Since the stress at the point where the maximum stress is applied against the bearing force and the bending force is the same as that of the compression and tension forces, it resists by the same mechanism as the compression and tension forces, In this case, the shearing force is resisted by the uneven portion of the contact surface between the cylindrical connecting portions 1 and 21. Further, the bolt 12 prevents the cylindrical connecting portions 1 and 21 and the split piece 6a from coming off, and resists eccentric bending caused by a tensile force. Therefore, it is stable and strong in terms of strength. Further, even after the divided cylindrical joint 6 is fixed to the cylindrical connecting portions 1 and 21, the divided cylindrical joint 6 does not protrude outside the circumference of the steel pipe piles 10 and 11. In this case, the resistance is low.

【0014】鋼管杭の継手による接続に際しては、上杭
からの応力を下杭に確実に伝え、また杭打ち込み時の衝
撃にも耐え、さらに鋼管杭自体がくの字に曲がらないな
どといった様々なことがらが要求されるが、上記の通り
この発明によれば、これらの要求を満足して、さらに作
業としてもが迅速かつ容易に行えるものであり、接続し
た箇所の品質も安定したものが得られる。
When connecting the steel pipe piles with the joints, various things such as transmitting the stress from the upper pile to the lower pile reliably, withstanding the impact at the time of pile driving, and further preventing the steel pipe pile itself from bending into a square shape. However, according to the present invention, as described above, these requirements can be satisfied, and the work can be performed quickly and easily, and the quality of the connected portion can be stabilized. .

【0015】なお上記実施の形態例では、鋼管杭の連結
に使用しているが、鋼管杭に限らず、鋼管を連結する場
合に広く採用できるものである。また円筒状接続部1及
び21のネジ孔3、23は貫通させているが、これはこ
の発明の必須要件ではない。またこれらのネジ孔3、2
3を透孔とし、円筒状接続部1及び21の円周面にナッ
トを設けてもよく、さらに分割円筒状継手6の各ボルト
挿通孔7を内周にネジを切ったネジ孔としてもよい。ま
た二つの円筒状接続部1及び21を突き合わせた際、嵌
合できるように異なった端縁部1b、21bを有するも
のとしたが、これはこの発明の必須要件ではない。さら
に円筒状接続部1及び21の側面及び分割円筒状継手6
の裏面にそれぞれ環状凹凸部4、24及び凹凸部9を設
けたが、これらを設けない場合もある。さらに分割バン
ドとして円筒状継手を4分割したものを採用したが、4
分割に限定されるものではない。
Although the above embodiment is used for connecting steel pipe piles, the present invention is not limited to steel pipe piles, but can be widely used for connecting steel pipes. The screw holes 3 and 23 of the cylindrical connecting portions 1 and 21 are penetrated, but this is not an essential requirement of the present invention. In addition, these screw holes 3, 2
3 may be a through hole, a nut may be provided on the circumferential surface of the cylindrical connecting portions 1 and 21, and each bolt insertion hole 7 of the divided cylindrical joint 6 may be a threaded hole with an internal thread. . Although the two cylindrical connecting portions 1 and 21 have different edge portions 1b and 21b so that they can be fitted when the two cylindrical connecting portions 1 and 21 are abutted, this is not an essential requirement of the present invention. Further, the side surfaces of the cylindrical connecting portions 1 and 21 and the divided cylindrical joint 6
Are provided on the back surface of the substrate, respectively, but there are cases where these are not provided. Furthermore, a cylindrical joint obtained by dividing a cylindrical joint into four parts was used as a dividing band.
It is not limited to division.

【0016】[0016]

【発明の効果】請求項1項の発明によれば、予め工場等
において円筒状接続部を溶接した鋼管杭を建設現場に持
ち込んで使用するので、建設現場における溶接作業が必
要ない。また工場等で溶接作業を行うので非破壊検査を
そのまま工場等で充分に行える。その為、安定した高品
質のものが得られる。また現場において溶接作業がない
ので、現場における溶接作業に伴う煩雑な作業が一切不
要である。
According to the first aspect of the present invention, a steel pipe pile with a cylindrical connection welded in a factory or the like is brought into a construction site and used, so that welding work at the construction site is not required. In addition, since the welding operation is performed at a factory or the like, the nondestructive inspection can be sufficiently performed at the factory or the like. Therefore, stable and high quality products can be obtained. Also, since there is no welding work at the site, no complicated work involved in the welding work at the site is required.

【0017】請求項2項の発明によれば、請求項1項の
効果に加えて、円筒状接続部及び分割円筒状継手の夫々
に設けた環状凹凸部を嵌合させているので、分割円筒状
継手が確実かつ堅個に接続できる。また接続部の強度面
においても、夫々の凹凸部が嵌合しているので強固で信
頼できるものである。
According to the second aspect of the invention, in addition to the effect of the first aspect, the annular concave and convex portions provided on each of the cylindrical connecting portion and the divided cylindrical joint are fitted, so that the divided cylindrical portion is formed. Shaped joints can be securely and firmly connected. Also, the strength of the connecting portion is strong and reliable because the respective concave and convex portions are fitted.

【0018】この様な結果、従来に比べ現場等における
鋼管杭打ち作業が、容易に、早くできるものでり、その
上施工後の鋼管杭の強度的な品質にも安定しており信頼
がおけるものである。
As a result, the steel pipe pile driving work can be performed more easily and quickly on site than in the past, and the strength of the steel pipe pile after construction is stable and reliable. Things.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施の形態例の鋼管杭を連結した状
態の垂直方向断面図である。
FIG. 1 is a vertical sectional view showing a state where steel pipe piles according to an embodiment of the present invention are connected.

【図2】この発明の実施の形態例の円筒状接続部の正面
図である。
FIG. 2 is a front view of a cylindrical connecting portion according to the embodiment of the present invention.

【図3】この発明の実施の形態例の円筒状接続部の平面
図である。
FIG. 3 is a plan view of a cylindrical connecting portion according to the embodiment of the present invention.

【図4】この発明の実施の形態例における他の種類の円
筒状接続部の正面図である。
FIG. 4 is a front view of another type of cylindrical connecting portion in the embodiment of the present invention.

【図5】この発明の実施の形態例における分割円筒状継
手を4等分割した分割片の正面図である。
FIG. 5 is a front view of a divided piece obtained by equally dividing the divided cylindrical joint in the embodiment of the present invention into four parts.

【図6】図5におけるA−A線断面図である。FIG. 6 is a sectional view taken along line AA in FIG.

【図7】この発明の実施の形態例の外観図である。FIG. 7 is an external view of an embodiment of the present invention.

【図8】図7におけるB−B線断面図である。FIG. 8 is a sectional view taken along line BB in FIG. 7;

【符号の説明】[Explanation of symbols]

1、21 円筒状接続部 3、23
ネジ孔 4、24 環状凹凸部 6
分割円筒状継手 6a 分割片 7
ボルト挿通孔 10、11 鋼管 10a、
11a 端縁部 12 ボルト
1,21 Cylindrical connection part 3,23
Screw holes 4, 24 Annular irregularities 6
Split cylindrical joint 6a Split piece 7
Bolt insertion hole 10, 11 Steel pipe 10a,
11a Edge 12 Bolt

───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉田 一弘 東京都新宿区新宿1丁目1番14号 那須電 機鉄工株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Kazuhiro Yoshida 1-1-1 Shinjuku, Shinjuku-ku, Tokyo Nasu Electric Machinery Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】接続する夫々の鋼管の突き合わせ端縁部に
この鋼管の径より小さい外径の円筒状接続部を同軸上に
接続、固定し、この円筒状接続部の側面上に多数のネジ
孔を設け、各鋼管に接続、固定されたこれらの円筒状接
続部を相互に突き合わせ、この突き合わせた二つの円筒
状接続部の外周を、円弧状に適宜に分割され、各分割片
に多数のボルト挿通孔を穿った分割円筒状継手で被い、
この分割円筒状継手の各ボルト挿通孔と上記円筒状接続
部の各ネジ孔を合わせ、これらのボルト挿通孔にボルト
を通してボルト端をネジ孔に螺着して締め付けることに
よって上記鋼管同士を接続し、上記円筒状接続部に固定
された各分割円筒状継手及び締め付けられた各ボルトの
頭部は上記接続する鋼管の外径より突出しないようにし
たことを特徴とする、鋼管の接続構造。
1. A cylindrical connecting part having an outer diameter smaller than the diameter of the steel pipe is coaxially connected to and fixed to a butt end of each steel pipe to be connected, and a number of screws are provided on a side surface of the cylindrical connecting part. A hole is provided, and these cylindrical connecting portions connected and fixed to each steel pipe are butted against each other, and the outer periphery of the two butted cylindrical connecting portions is appropriately divided in an arc shape. Cover with a split cylindrical joint with a bolt insertion hole,
The steel pipes are connected to each other by aligning each bolt insertion hole of the split cylindrical joint with each screw hole of the cylindrical connection portion, passing bolts through these bolt insertion holes, screwing bolt ends into the screw holes, and tightening. The joint structure of steel pipes, wherein each of the divided cylindrical joints fixed to the cylindrical connection part and the heads of the tightened bolts do not project beyond the outer diameter of the steel pipe to be connected.
【請求項2】接続する夫々の鋼管の突き合わせ端縁部に
この鋼管の径より小さい外径の円筒状接続部を同軸上に
接続、固定し、この円筒状接続部の側面上の外周に多数
のネジ孔及び環状凹凸部を設け、各鋼管に接続、固定さ
れたこれらの円筒状接続部を相互に突き合わせ、この突
き合わせた二つの円筒状接続部の外周を、円弧状に適宜
に分割され、各分割片に多数のボルト挿通孔及び裏面に
環状凹凸部を設けた分割円筒状継手で被い、当該円筒状
接続部及び上記分割円筒状継手の夫々に設けた環状凹凸
部を嵌合させ、分割円筒状継手の各ボルト挿通孔及び円
筒状接続部の各ネジ孔を合わせてこれらのボルト挿通孔
にボルトを通してボルト端をネジ孔に螺着して締め付け
て上記鋼管同士を接続し、上記円筒状接続部に固定され
た各分割円筒状継手及び締め付けられた各ボルトの頭部
は上記接続する鋼管の外径より突出しないようにしたこ
とを特徴とする、鋼管の接続構造。
2. A cylindrical connecting part having an outer diameter smaller than the diameter of the steel pipe is coaxially connected to and fixed to a butt end of each steel pipe to be connected. The screw hole and the annular uneven portion are provided, and these cylindrical connection portions connected to each steel pipe and fixed are butted against each other, and the outer periphery of the two butted cylindrical connection portions is appropriately divided into an arc shape, Each divided piece is covered with a number of bolt insertion holes and a divided cylindrical joint provided with an annular uneven portion on the back surface, and the annular uneven portion provided on each of the cylindrical connecting portion and the divided cylindrical joint is fitted. Align each bolt insertion hole of the split cylindrical joint and each screw hole of the cylindrical connection part, pass a bolt through these bolt insertion holes, screw the bolt ends into the screw holes and tighten them to connect the steel pipes to each other. Each cylindrical joint fixed to the joint And the head of the bolt is tightened is characterized in that so as not to protrude from the outer diameter of the steel pipe to the connection, the connection structure of the steel pipe.
JP9252846A 1997-09-02 1997-09-02 Connection structure of steel pipe Pending JPH1181304A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9252846A JPH1181304A (en) 1997-09-02 1997-09-02 Connection structure of steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9252846A JPH1181304A (en) 1997-09-02 1997-09-02 Connection structure of steel pipe

Publications (1)

Publication Number Publication Date
JPH1181304A true JPH1181304A (en) 1999-03-26

Family

ID=17243004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9252846A Pending JPH1181304A (en) 1997-09-02 1997-09-02 Connection structure of steel pipe

Country Status (1)

Country Link
JP (1) JPH1181304A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005002791A (en) * 2004-08-31 2005-01-06 Nippon Steel Corp Columnar body
JP2008031716A (en) * 2006-07-28 2008-02-14 Toshiba Corp Foundation stand construction method and turbine generator foundation stand
JP2011069071A (en) * 2009-09-24 2011-04-07 Ohbayashi Corp Structure and method for coupling steel pipes for steel pipe pile
CN104775455A (en) * 2015-02-15 2015-07-15 上海市政工程设计研究总院(集团)有限公司 Test connection device for anti-draw prefabricated pile and construction method thereof
JP2016044476A (en) * 2014-08-25 2016-04-04 日鐵住金建材株式会社 Joint structure of steel pipe for casting and connection method for the steel pipe for casting
JP2017223072A (en) * 2016-06-17 2017-12-21 新日鐵住金株式会社 Method and structure for joining steel pipe
JP2018112285A (en) * 2017-01-13 2018-07-19 フタバ産業株式会社 Pipe connection structure
JP2019049187A (en) * 2018-09-05 2019-03-28 日鐵住金建材株式会社 Joint structure of steel pipe for installation, and connection method of steel pipe for installation

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4923605Y1 (en) * 1970-03-17 1974-06-25
JPH02144034U (en) * 1989-05-09 1990-12-06
JPH07292662A (en) * 1994-04-28 1995-11-07 Kubota Corp Connection structure of steel pipe pile
JPH08333743A (en) * 1995-06-06 1996-12-17 Kojima Seisakusho:Kk Joint structure of pile body
JPH09125376A (en) * 1995-08-28 1997-05-13 Asahi Chem Ind Co Ltd Joint structure of pile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4923605Y1 (en) * 1970-03-17 1974-06-25
JPH02144034U (en) * 1989-05-09 1990-12-06
JPH07292662A (en) * 1994-04-28 1995-11-07 Kubota Corp Connection structure of steel pipe pile
JPH08333743A (en) * 1995-06-06 1996-12-17 Kojima Seisakusho:Kk Joint structure of pile body
JPH09125376A (en) * 1995-08-28 1997-05-13 Asahi Chem Ind Co Ltd Joint structure of pile

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005002791A (en) * 2004-08-31 2005-01-06 Nippon Steel Corp Columnar body
JP4632723B2 (en) * 2004-08-31 2011-02-16 新日本製鐵株式会社 Columnar
JP2008031716A (en) * 2006-07-28 2008-02-14 Toshiba Corp Foundation stand construction method and turbine generator foundation stand
JP2011069071A (en) * 2009-09-24 2011-04-07 Ohbayashi Corp Structure and method for coupling steel pipes for steel pipe pile
JP2016044476A (en) * 2014-08-25 2016-04-04 日鐵住金建材株式会社 Joint structure of steel pipe for casting and connection method for the steel pipe for casting
CN104775455A (en) * 2015-02-15 2015-07-15 上海市政工程设计研究总院(集团)有限公司 Test connection device for anti-draw prefabricated pile and construction method thereof
JP2017223072A (en) * 2016-06-17 2017-12-21 新日鐵住金株式会社 Method and structure for joining steel pipe
JP2018112285A (en) * 2017-01-13 2018-07-19 フタバ産業株式会社 Pipe connection structure
JP2019049187A (en) * 2018-09-05 2019-03-28 日鐵住金建材株式会社 Joint structure of steel pipe for installation, and connection method of steel pipe for installation

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