JPS6118299Y2 - - Google Patents

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Publication number
JPS6118299Y2
JPS6118299Y2 JP9519480U JP9519480U JPS6118299Y2 JP S6118299 Y2 JPS6118299 Y2 JP S6118299Y2 JP 9519480 U JP9519480 U JP 9519480U JP 9519480 U JP9519480 U JP 9519480U JP S6118299 Y2 JPS6118299 Y2 JP S6118299Y2
Authority
JP
Japan
Prior art keywords
tube
backing metal
socket
joint
fitted
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
Application number
JP9519480U
Other languages
Japanese (ja)
Other versions
JPS5719280U (en
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 filed Critical
Priority to JP9519480U priority Critical patent/JPS6118299Y2/ja
Publication of JPS5719280U publication Critical patent/JPS5719280U/ja
Application granted granted Critical
Publication of JPS6118299Y2 publication Critical patent/JPS6118299Y2/ja
Expired legal-status Critical Current

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  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Joints With Sleeves (AREA)

Description

【考案の詳細な説明】 この考案は、上水道などの圧力管等に用いられ
る大径の推進用鋼管の継手に関するものである。
[Detailed description of the invention] This invention relates to a joint for a large-diameter propulsion steel pipe used for pressure pipes in waterworks and the like.

推進用鋼管は、一般に耐圧性の高い1本の長尺
の剛性梁となるように、複数本の鋼管の前後を、
互いに当接の上、管端を溶着するものである。こ
のような推進用鋼管の敷設に当つては、敷設箇所
に順次供給される鋼管を、ジヤツキ等により土中
に圧入し、先行管の後端と後続管の前端とを溶接
したのち、溶接箇所のX線検査を行なうものであ
り、上記の作業を4〜6mの短管1本ごとに繰返
し行なうものであるため、作業は極めて繁雑であ
つて、工期は長引き、不経済でもあつた。
Propulsion steel pipes are generally constructed by connecting multiple steel pipes at the front and back to form one long rigid beam with high pressure resistance.
The ends of the tubes are welded together after they come into contact with each other. When laying such propulsion steel pipes, the steel pipes that are sequentially supplied to the installation location are press-fitted into the soil using jacks, etc., and the rear end of the leading pipe and the front end of the trailing pipe are welded, and then the welded pipes are Since the above-mentioned work was repeated for each short pipe of 4 to 6 meters, the work was extremely complicated, the construction period was long, and it was also uneconomical.

また、上記した溶接接合タイプのほかに、推進
力伝達性質及び止水性を有する継手として、フラ
ンジタイプ,ソケツトタイプ、および分割補強当
板方式、セグメント方式等があるが、何れもゴム
等をボルト、支圧板等で圧縮の上止水し、フラン
ジ面やリブ等で補強した支圧板で推力を伝達する
構造であるから、継手部が管の内外面において厚
くなり、推進断面が大きく、不経済である上、土
砂の搬出や溶接工事に不利である。
In addition to the welded joint type described above, there are other types of joints that have propulsion transmission properties and water-stopping properties, such as flange type, socket type, split reinforcement plate type, and segment type, but all of them use rubber etc. as bolts and supports. The structure uses a pressure plate to stop the water from being compressed, and transmits the thrust with a bearing plate reinforced with flange surfaces and ribs, etc., so the joint becomes thick on the inner and outer surfaces of the pipe, making the thrust cross section large, which is uneconomical. Moreover, it is disadvantageous for carrying out earth and sand and welding work.

推進用鋼管以外の継手には、急速埋設鋼管等の
ソケツトタイプや締付圧板タイプ等があるが、何
れも推進力伝達性能をもつていない。またトンネ
ル内引込み配管等に用いる管端上半円部と次の管
端下半円部に裏当金を設けてかみ合わせ、内面よ
り裏当溶接を施す継手工法があるが、止水性能と
推進力伝達性能はもつていなかつた。
Joints other than propulsion steel pipes include socket types such as quick-build steel pipes and clamping pressure plate types, but none of them have propulsion force transmission performance. In addition, there is a joint construction method in which a backing metal is provided on the upper semicircular part of the pipe end and the lower semicircular part of the next pipe end used for piping leading into tunnels, etc., and the fittings are welded from the inside. It had no power transmission performance.

このように、従来は溶接接合タイプの推進用鋼
管の継手として、推進工事前には溶接工事を行な
わず、推進工事後一括して溶接施工を行なうこと
により工期短縮が図られる、止水性能および推進
力伝達性能を有する継手はなかつた。
In this way, conventional joints for propulsion steel pipes of the welded joint type have improved water-stopping performance and improved construction time by not performing welding work before the propulsion work, but by performing the welding work all at once after the propulsion work. There were no joints capable of transmitting propulsion.

この考案の目的は、溶接接合タイプの推進用鋼
管の継手として、推進工事前には溶接工事を行な
わず、推進工事後一括して溶接施工を行なうこと
により工期短縮が図られ、高能率に施工でき、推
進用鋼管としての優れた推進力伝達性能および止
水性能をともに有する推進用鋼管の継手を提供す
るもので、土中に順次圧入し管路を形成する推進
用鋼管の前後端を互いに当接する管のうちの一方
の管の端部外周に嵌合溶着した短管状の裏当金
と、この裏当金の外周に一端部が嵌合溶着され、
他端部が裏当金の突出端部から張り出した管状の
ソケツトと、このソケツトの内周面と他方の管の
端部の外周面との間に介在された環状のパツキン
材と、前記パツキン材と裏当金とソケツトとで囲
まれる環状の閉空間に充填した充填材と、双方の
管の端部内側の対応位置に設けた仮止用機械的結
合部材とからなる点に特徴を有するものである。
The purpose of this invention is to shorten the construction period by not performing welding work before the propulsion work and to perform the welding work all at once after the propulsion work as a welded joint type joint for propulsion steel pipes, resulting in highly efficient construction. This product provides a joint for a propulsion steel pipe that has both excellent propulsion transmission performance and water-stopping performance as a propulsion steel pipe.The front and rear ends of the propulsion steel pipe are successively press-fitted into the soil to form a pipeline. A short tubular backing metal is fitted and welded to the outer periphery of one end of one of the abutting tubes, and one end is fitted and welded to the outer periphery of this backing metal,
a tubular socket whose other end protrudes from the protruding end of the backing metal; an annular packing material interposed between the inner circumferential surface of the socket and the outer circumferential surface of the end of the other tube; It is characterized in that it consists of a filling material filled in an annular closed space surrounded by a backing metal, a backing metal, and a socket, and mechanical coupling members for temporary fixing provided at corresponding positions inside the ends of both tubes. It is something.

ついで、この考案の継手の構成を実施例により
図面を参照しながら説明する。
Next, the structure of the joint of this invention will be explained by way of examples with reference to the drawings.

第1図には接合を完了した状態におけるこの考
案の継手の実施例が使用状態の縦断側面図で、ま
た第2図には第1図X−X線視部分の半部が断面
図で示されている。図面に示したように、この実
施例の継手は、土中に順次圧入する推進用鋼管の
前後端を互いに当接する管のうちの先行管1とな
る管の後端部外周に嵌合溶着しておく短管状裏当
金2と、一端部を前記裏当金2の外周に嵌合溶着
し、裏当金2の突出端部から後方に所定長張り出
した管状ソケツト3と、前記先行管1の後端とで
溶接開先4を形成する先端形状とした後続管5と
なる管の管本体5Aの露出部の外周に予め嵌め合
わせておいて、ソケツト3と後続管5の管本体5
Aとの間に圧縮変形状態で挾み込むゴム製などの
可撓性パッキン材6と、前記ソケツト3の内側に
おいて、前記裏当金2の後端と、後続管5の管本
体5Aの露出部の外周面と、前記パッキン材6と
で形成される密閉空間に充填する漏水防止用充填
材7とを有し、充填材7の注入のために、後続管
5の管本体5Aの先端に近い上下対称位置には、
充填口8A,8Bが設けられている。
Fig. 1 shows a longitudinal sectional side view of an embodiment of the joint of this invention in a used state after joining is completed, and Fig. 2 shows a sectional view of half of the part taken along the line X--X in Fig. 1. has been done. As shown in the drawing, the joint of this embodiment fits and welds the front and rear ends of the propulsion steel pipes that are successively press-fitted into the soil to the outer periphery of the rear end of the leading pipe 1 of the pipes that abut each other. a short tubular backing metal 2, one end of which is fitted and welded to the outer periphery of the backing metal 2, and a tubular socket 3 extending a predetermined length rearward from the protruding end of the backing metal 2; and the leading pipe 1. The socket 3 and the tube body 5 of the subsequent tube 5 are fitted in advance to the outer periphery of the exposed portion of the tube body 5A of the tube that will become the subsequent tube 5, and the tip is shaped to form a welding groove 4 with the rear end.
A flexible packing material 6 made of rubber or the like is inserted in a compressed and deformed state between A and A, and on the inside of the socket 3, the rear end of the backing metal 2 and the tube body 5A of the succeeding tube 5 are exposed. It has a water leakage prevention filler 7 to be filled into the sealed space formed by the outer circumferential surface of the tube and the packing material 6. In order to inject the filler 7, there is a filler 7 at the tip of the tube main body 5A of the succeeding tube 5. At a close vertically symmetrical position,
Filling ports 8A and 8B are provided.

充填口8A,8Bにはそれぞれプラグ9A,9
Bが螺合されており、充填材の注入に当つては、
両プラグ9A,9Bを取りはずしておいて、例え
ば下方の充填口8Bから充填材7を注入し、上方
の充填口8Aから前記充填材7が溢出したときに
その注入を中止し、両充填口8A,8Bにプラグ
9A,9Bを螺合してこれをとじる。
Filling ports 8A and 8B have plugs 9A and 9, respectively.
B is screwed together, and when injecting the filler,
Both plugs 9A and 9B are removed, and the filling material 7 is injected from the lower filling port 8B, for example, and when the filling material 7 overflows from the upper filling port 8A, the injection is stopped, and both plugs 8A are filled. , 8B, screw the plugs 9A, 9B onto them and close them.

さらにこの考案の継手には、互いに当接する先
行管1と後続管5の端部内側の対応位置に、仮止
用機械的結合部材としての倒亮L形金具10,1
0が設けられている。
Furthermore, in the joint of this invention, inverted L-shaped metal fittings 10, 1 are provided as mechanical coupling members for temporary fixing at corresponding positions inside the ends of the leading pipe 1 and the trailing pipe 5 that abut each other.
0 is set.

倒立L形金具10の取付位置は、両管の内面上
端位置と下部左右位置の3箇所とし、一般的には
等角度分割位置とする。
The inverted L-shaped fittings 10 are installed at three locations: at the upper end of the inner surface of both tubes, and at the lower left and right positions, and generally at equal angle division positions.

両者の倒立L形金具10,10の結合は、第3
図に分解斜視図で示してあるように、連結蔑11
と所定数のボルト12及びナツト13とによる。
このため、倒立L形金具10,10と連結片11
には、相対応する位置にボルト通し孔14,15
が設けられている。
The two inverted L-shaped fittings 10, 10 are connected by the third
As shown in the exploded perspective view in the figure, the connecting section 11
and a predetermined number of bolts 12 and nuts 13.
For this reason, the inverted L-shaped fittings 10, 10 and the connecting piece 11
has bolt through holes 14 and 15 at corresponding positions.
is provided.

なお各管は、その最外層に管端露出部分を除い
てポリマセメント等からなる被覆層16を有して
おり、また先行管1のソケツト3端面と、後続管
5の被覆層16端面の間には、目地材17が充填
されている。
Each tube has a coating layer 16 made of polymer cement or the like on its outermost layer except for the exposed portion of the tube end, and between the end surface of the socket 3 of the leading tube 1 and the end surface of the coating layer 16 of the trailing tube 5. is filled with a joint material 17.

さらに、パツキン材6は、無負荷状態では、接
合直前の状態の上半部を縦断側面図で示した第4
図のように円形断面をなしている。
Furthermore, in the unloaded state, the packing material 6
It has a circular cross section as shown in the figure.

上述の構成からなるこの考案の継手の作用およ
び効果について述べる。先行管1の後端に後続管
5の先端を当接させるべく、パツキン材6を嵌め
合わせた後続管5の先端部分を先行管1のソケツ
ト3及び裏当金2内に挿入するが、その際、ソケ
ツト3の後端には、第4図中に符号18で示した
分解自在で内縁テーパの治具を取付けておき、パ
ツキン材6の圧縮変形嵌入を容易にする。
The function and effect of the joint of this invention having the above-mentioned structure will be described. In order to bring the tip of the trailing tube 5 into contact with the rear end of the leading tube 1, the tip portion of the trailing tube 5 fitted with the packing material 6 is inserted into the socket 3 and backing metal 2 of the leading tube 1. At this time, a removable jig with a tapered inner edge, indicated by reference numeral 18 in FIG. 4, is attached to the rear end of the socket 3 to facilitate fitting of the packing material 6 through compression deformation.

さらに、後続管5を前進させると、やがて後続
管5の管本体5Aの先端は裏当金2の後端に連す
る。この際、裏当金2の後端内縁をテーパ2Aに
形成しておけば、裏当金2への嵌入が容易とな
る。
Furthermore, when the trailing tube 5 is moved forward, the tip of the tube body 5A of the trailing tube 5 eventually connects to the rear end of the backing metal 2. At this time, if the inner edge of the rear end of the backing metal 2 is formed into a taper 2A, fitting into the backing metal 2 becomes easy.

正確な位置に嵌め合わせると、後続管5側の倒
立L形金具10は、先行管1側の倒立L形金具1
0に正対するので、このとき連結片11とボルト
12及びナツト13を使用し、両者を仮止めす
る。これによつて先行管1と後続管5との仮止め
が完了する。
When fitted in the correct position, the inverted L-shaped fitting 10 on the trailing pipe 5 side will fit into the inverted L-shaped fitting 1 on the leading pipe 1 side.
0, so at this time, the connecting piece 11, bolt 12, and nut 13 are used to temporarily fasten both. This completes the temporary fixing of the leading pipe 1 and the trailing pipe 5.

このとき、先行管1の後続管5の先端は、溶接
開先4が形成されている。続いて、充填口8A,
8Bのプラグ9A,9Bを抜き、充填材7を注入
する一方、目地材17を施工しておく。
At this time, a welding groove 4 is formed at the tip of the trailing pipe 5 of the leading pipe 1. Next, filling port 8A,
Plugs 9A and 9B of 8B are removed and filler 7 is injected, while joint material 17 is applied.

これらの作業のうち、目地材17の施工は、後
続管5を土中に圧入開始する前に行なう必要があ
るが、充填材7の注入は、圧入後任意の時期に管
内側から行なえばよい。
Among these operations, the construction of the joint material 17 must be performed before the subsequent pipe 5 is pressed into the soil, but the filler material 7 may be injected from the inside of the pipe at any time after press-fitting. .

このようにして、ほぼ連続して、つぎつぎに推
進用鋼管を圧入推進し、最後に、管内から一括し
て溶接開先4の溶接を行なう。
In this way, the propulsion steel pipes are press-fitted and propelled one after another almost continuously, and finally, the welding groove 4 is welded all at once from inside the pipe.

仮止めに用いた倒立L形金具10,10は、流
体抵抗を増すおそれがあれば、溶接完了時に溶断
除去すればよい。
If the inverted L-shaped metal fittings 10, 10 used for temporary fixing are likely to increase fluid resistance, they may be removed by fusing when welding is completed.

以上の説明から明らかなように、この考案の継
手は、一方の管の端部外周に嵌合溶着した短管状
の裏当金と、記裏当金の外周に一端部が嵌合溶着
され、他端部が裏当金の突出端部から張り出した
管状のソケツトと、前記ソケツト内周面と他方の
管の端部外周面との間に介在された環状のパツキ
ン材とを有しているので、先行管の後端に接続管
の先端を挿入すると、後続管の先端は、裏当金の
後端に当接される。そして、双方の管の端部内側
の対応位置に設けられた仮止用機械的結合部材に
より、先行管と後続管とは仮止めされ、更に、パ
ツキン材を裏当金とソケツトとで囲まれた環状の
閉空間に充填材が充填されることにより、推進工
事前には溶接工事を行なうことなく、全部の鋼管
を高い止水能力で仮接合することができる。この
ようにして全部の鋼管が仮接合された後、管内か
ら一括して溶接開先の溶接を行なうことにより短
い工期で推進用鋼管は接合される。このように、
本願考案によれば、推進用鋼管の推進能力を損う
ことなく、また管の溶接を、あとから行つても止
水能力に影響なく、始めから高い止水能力をつこ
とができ、特に、連続した推進用鋼管の土中圧入
を可能にするので、工期の大幅な縮減を図ること
ができて、従来のいかなる形式の継手よりも推進
用鋼管工法を経済的なものする利点を有する。
As is clear from the above description, the joint of this invention includes a short tubular backing metal that is fitted and welded to the outer periphery of the end of one pipe, and one end that is fitted and welded to the outer periphery of the backing metal. It has a tubular socket whose other end extends beyond the protruding end of the backing metal, and an annular packing material interposed between the inner circumferential surface of the socket and the outer circumferential surface of the end of the other tube. Therefore, when the tip of the connecting tube is inserted into the rear end of the leading tube, the tip of the trailing tube comes into contact with the rear end of the backing metal. Then, the leading pipe and the following pipe are temporarily fastened by mechanical coupling members for temporary fastening provided at corresponding positions inside the ends of both pipes, and the packing material is further surrounded by a backing metal and a socket. By filling the annular closed space with filler material, all the steel pipes can be temporarily joined with high water-stopping ability without welding work before the propulsion work. After all the steel pipes have been temporarily joined in this manner, the welding grooves are welded all at once from inside the pipes, thereby joining the propulsion steel pipes in a short construction period. in this way,
According to the invention of the present application, a high water-stopping ability can be obtained from the beginning without impairing the propulsion ability of the propulsion steel pipe, and even if the pipe is welded later, the water-stopping ability is not affected, and in particular, Since it enables the continuous press-in of propulsion steel pipes into the ground, it is possible to significantly reduce the construction period, and has the advantage of making the propulsion steel pipe construction method more economical than any conventional type of joint.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の継手の実施例を使用状態で
示す縦断側面図、第2図は第1図X−X線視部分
半部を示す断面図、第3図は倒立L形金具部分の
分解斜視図、第4図は接合直前の状態の上半部を
示した縦断側面図である。図面において、 2……裏当金、3……ソケツト、6……パツキ
ン材、7……充填材、10……倒立L形金具、1
1……連結片、12……ボルト、13……ナツ
ト、14,15……ボルト通し孔。
Fig. 1 is a longitudinal side view showing an embodiment of the joint of this invention in use, Fig. 2 is a sectional view showing half of the part taken along the line X-X of Fig. 1, and Fig. 3 is an inverted L-shaped fitting part. FIG. 4 is an exploded perspective view and a vertical sectional side view showing the upper half of the structure immediately before joining. In the drawings, 2...Backing metal, 3...Socket, 6...Packing material, 7...Filling material, 10...Inverted L-shaped fitting, 1
1... Connecting piece, 12... Bolt, 13... Nut, 14, 15... Bolt through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土中に順次圧入し管路を形成する推進鋼管の継
手であつて、前記推進用鋼管の前後端を互いに当
接する管のうちの一方の管の端部外周に嵌合溶着
した短管状の裏当金と、前記裏当金の外周に一端
部が嵌合溶着され、他端部が裏当金の突出端部か
ら張り出した管状のソケツトと、前記ソケツトの
内周面と他方の管の端部外周面との間に介在され
た環状のパツキン材と、前記パツキン材と裏当金
とソケツトで囲まれる環状の閉空間に充填した充
填材と、双方の管の端部内側の対応位置に設けた
仮止用機械的結合部材とからなることを特徴とす
る推進用鋼管の継手。
A joint for propulsion steel pipes that is sequentially press-fitted into the soil to form a conduit, with a short tubular back that is fitted and welded to the outer periphery of one of the pipes that brings the front and rear ends of the propulsion steel pipes into contact with each other. a tubular socket, one end of which is fitted and welded to the outer periphery of the backing metal, and the other end protruding from the protruding end of the backing metal; an inner peripheral surface of the socket and the other end of the tube; An annular packing material interposed between the outer circumferential surface of the tube, a filler filled in an annular closed space surrounded by the packing material, the backing metal, and the socket, and a filling material at corresponding positions inside the ends of both tubes. 1. A joint for a propulsion steel pipe, comprising a mechanical coupling member for temporary fixing.
JP9519480U 1980-07-08 1980-07-08 Expired JPS6118299Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9519480U JPS6118299Y2 (en) 1980-07-08 1980-07-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9519480U JPS6118299Y2 (en) 1980-07-08 1980-07-08

Publications (2)

Publication Number Publication Date
JPS5719280U JPS5719280U (en) 1982-02-01
JPS6118299Y2 true JPS6118299Y2 (en) 1986-06-03

Family

ID=29457104

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9519480U Expired JPS6118299Y2 (en) 1980-07-08 1980-07-08

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Publication number Priority date Publication date Assignee Title
JP2868742B2 (en) * 1997-01-31 1999-03-10 皓一 北村 Detachment prevention device for pipe connection

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JPS5719280U (en) 1982-02-01

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