JPH055035B2 - - Google Patents

Info

Publication number
JPH055035B2
JPH055035B2 JP61202427A JP20242786A JPH055035B2 JP H055035 B2 JPH055035 B2 JP H055035B2 JP 61202427 A JP61202427 A JP 61202427A JP 20242786 A JP20242786 A JP 20242786A JP H055035 B2 JPH055035 B2 JP H055035B2
Authority
JP
Japan
Prior art keywords
pipe
ductile
spacer
trailing
leading
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP61202427A
Other languages
Japanese (ja)
Other versions
JPS6360394A (en
Inventor
Kenji Kondo
Norio Doman
Takezo Yoshimura
Jusuke Shibata
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.)
Kurimoto Ltd
Original Assignee
Kurimoto 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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP61202427A priority Critical patent/JPS6360394A/en
Publication of JPS6360394A publication Critical patent/JPS6360394A/en
Publication of JPH055035B2 publication Critical patent/JPH055035B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 この発明は推進工法用ダクタイル管に分岐管や
空気弁を各種弁等、被接続体を接続する方法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a method for connecting objects to be connected, such as branch pipes, air valves, various valves, etc., to a ductile pipe for propulsion construction.

従来の技術 推進工法に用いるダクタイル管は、推進の円滑
化を図るためにその外周面がそれぞれ面一となつ
ていることが好ましい。そのため、ダクタイル管
としては第6図に示すように、鉄製管体51に鉄
筋コンクリート52を外装したダクタイル管50
が従来から用いられている。そして、推進に際し
てはダクタイル管50の後行管の先端挿口側に設
けたフランジ53に、先行管の後端受口側の端面
を突き合せて、推力の伝達を行なつている。
BACKGROUND TECHNOLOGY It is preferable that the outer circumferential surfaces of ductile pipes used in the propulsion method are flush with each other in order to facilitate propulsion. Therefore, as a ductile pipe, as shown in FIG.
has traditionally been used. During propulsion, the end face of the leading pipe on the rear end socket side is abutted against the flange 53 provided on the leading end socket side of the trailing pipe of the ductile pipe 50, thereby transmitting thrust.

発明が解決しようとする課題 ところで、前記のようにして推進され、第7図
のように或る区間配管されたダクタイル管50に
おいて、発進立坑Aと到達立坑Dの途中である
B,Cの地点に、例えば分岐管60を接続する必
要が生じたときは、B,Cの地点に前記立坑A,
Dと同規模の作業用立坑B,Cを掘削し、該立坑
B,C内でそのダクタイル管50における、分岐
管60の接続該当箇所に分岐用の開口を設けるな
どの作業を行なうことになる。
Problems to be Solved by the Invention By the way, in the ductile pipe 50 that is propelled as described above and piped in a certain section as shown in FIG. For example, when it becomes necessary to connect a branch pipe 60, the vertical shafts A and C are connected to points B and C.
Work shafts B and C of the same scale as D will be excavated, and work will be carried out within these shafts B and C, such as providing a branch opening at the corresponding location where the branch pipe 60 will be connected in the ductile pipe 50. .

しかしながら、従来のダクタイル管50は、前
記のように鉄筋コンクリート52を外装している
ため、作業の前にこのコンクリート52を解体し
て撤去しなければならず、作業が煩雑となり容易
でなく、しかも作業に時間を要することから、工
期が長くなつて、工費が増大するのに加え、前記
解体作業に際し、管体51に傷がつくことが多
い。したがつて、前記のような鉄筋コンクリート
52を外装したダクタイル管50では、一旦、配
管を終えると、事実上、分岐管60の接続ができ
なかつた。
However, since the conventional ductile pipe 50 is covered with reinforced concrete 52 as described above, the concrete 52 must be dismantled and removed before work, which makes the work complicated and difficult. Since this takes time, the construction period becomes longer and the construction cost increases, and the pipe body 51 is often damaged during the dismantling work. Therefore, with the ductile pipe 50 covered with reinforced concrete 52 as described above, once the piping is completed, it is virtually impossible to connect the branch pipe 60.

一方、分岐管60の接続該当箇所が配管前に判
明している場合には、前記の立坑A,B,C,D
を発進立坑又は到達立坑としてダクタイル管50
を推進配管し、この配管の際に立坑B,Cで適宜
の接続管を介して分岐管60を接続することによ
り、可能である。しかしながら、この場合には大
きな立坑B,Cを掘削したまま、配管作業終了ま
で維持しておく必要があり、いずれにしても工期
が長くなつて交通等に支障を及ぼす等の問題点が
あつた。
On the other hand, if the relevant connection point of the branch pipe 60 is known before piping, the vertical shafts A, B, C, D
Ductile pipe 50 as a starting shaft or reaching shaft
This is possible by installing a propulsion piping and connecting branch pipes 60 through appropriate connecting pipes at shafts B and C during this piping. However, in this case, it was necessary to keep the large shafts B and C excavated until the piping work was completed, and in any case, there were problems such as the construction period becoming longer and causing problems with traffic, etc. .

そこで、この発明は分岐管等の接続該等箇所が
配管前に判明している場合は勿論のこと、配管後
においても、鉄筋コンクリートを外装したダクタ
イル管において、該コンクリートを解体すること
なく、迅速、かつ経済的に分岐管等の被接続体の
接続ができるようにすることを技術的課題とす
る。
Therefore, this invention is useful not only when the connection points of branch pipes etc. are known before piping, but also after piping, in ductile pipes covered with reinforced concrete, without dismantling the concrete. The technical problem is to make it possible to economically connect objects to be connected such as branch pipes.

課題を解決するための手段 前記技術的課題を解決するために、この発明は
次のような技術的手段を採つたことを特徴とす
る。すなわち、鉄製管体に鉄筋コンクリートを外
装した複数のダクタイル管の先行管と後行管との
間に、外周面がダクタイル管の外周面とほぼ面一
に形成されて、先行管と後行管に対して分離可能
なスペーサを、その先端を先行管に、かつ後端を
後行管にそれぞれ接合して被接続体の接続該当箇
所に配設した後、前記スペーサを先行管と後行管
から分離して接続該当箇所より撤去するととも
に、このスペーサの跡に接続管を配置し、この接
続管を介して先行管、後行管、及び被接続体を接
続することである。
Means for Solving the Problems In order to solve the above technical problems, the present invention is characterized by adopting the following technical means. In other words, between the leading pipe and the trailing pipe of a plurality of ductile pipes each having a steel pipe body covered with reinforced concrete, the outer circumferential surface is formed almost flush with the outer peripheral face of the ductile pipe, and the leading pipe and the trailing pipe are After connecting a separable spacer with its tip end to the leading pipe and its trailing end to the trailing pipe and placing it at the connection point of the connected object, the spacer is separated from the leading pipe and the trailing pipe. The method is to separate and remove the spacer from the relevant connection point, place a connecting tube in the spacer's trace, and connect the leading tube, trailing tube, and connected object via this connecting tube.

したがつて、この発明によれば、ダクタイル管
に被接続体を迅速に接続することが可能となり、
従来のような推進工法によつて配管されたダクタ
イル管においても、外装コンクリートの解体作業
を行なうことなく被接続体の接続ができる。
Therefore, according to the present invention, it is possible to quickly connect the object to be connected to the ductile pipe,
Even in the case of ductile pipes installed using the conventional propulsion method, objects to be connected can be connected without dismantling the exterior concrete.

発明の効果 前記のようにこの発明の接続方法ではダクタイ
ル管の先行管と後行管との間に分離可能なスペー
サを接合するため、被接続体の接続に際してスペ
ーサをこれから分離し、このスペーサの跡に接続
管を配置することにより、鉄筋コンクリートを外
装したダクタイル管において、該外装コンクリー
トを解体することなく、迅速、かつ経済的に被接
続体を接続することができ、この接続作業はダク
タイル管の配管前、配管後を問わず可能である。
また、接続に際して立坑を設ける場合には、スペ
ーサのある限られた範囲でよいため、発進立坑や
到達立坑のような大規模の立坑を設置しなくてよ
く、小規模な作業用立坑で充分である。さらに、
ダクタイル管から分離して撤去するスペーサを、
例えば分解可能なものにしておいて再使用するこ
ともでき、経済的である。またこの発明は分離可
能なスペーサを介してダクタイル管を推進配管す
るものであるから、配管区間内に被接続体の接続
を必要とするときでも、発進立坑における推進能
力限度内での長距離配管が可能で、従来に比して
推進区間の分割を無くしたり、或いは少なくで
き、しかも、その後における接続作業も容易であ
るため工費、工期の低減が図れる等の優れた効果
がある。
Effects of the Invention As described above, in the connection method of the present invention, a separable spacer is joined between the leading pipe and the trailing pipe of the ductile pipe. By placing a connecting pipe in the trace, it is possible to quickly and economically connect a ductile pipe with a reinforced concrete exterior without dismantling the exterior concrete. This can be done before or after piping.
In addition, when installing a shaft for connection, it only needs to be within a limited range with a spacer, so there is no need to install a large-scale shaft such as a starting shaft or a destination shaft, and a small-scale working shaft is sufficient. be. moreover,
The spacer to be separated and removed from the ductile pipe,
For example, it can be made decomposable and reused, which is economical. Furthermore, since this invention connects ductile pipes through separable spacers, even when it is necessary to connect connected objects within the piping section, long-distance piping can be carried out within the limits of the propulsion capacity of the starting shaft. It is possible to eliminate or reduce the number of divisions in the propulsion section compared to the conventional method, and furthermore, the subsequent connection work is easy, so it has excellent effects such as reducing construction costs and construction period.

実施例 第1〜3図において1は鉄製円筒状のスペーサ
で、このスペーサ1は鉄製管体11に鉄筋コンク
リート12を外装した複数のダクタイル管10の
先行管と後行管との間に、推力伝達部としての両
端部をダクタイル管10のフランジ13に突き合
せて配設されている。スペーサ1の外周面はダク
タイル管10の外周面と面一に形成され、またス
ペーサ1の内径はダクタイル管10の挿口15の
外径よりやや大きく形成されている。
Embodiment In Figs. 1 to 3, 1 is a cylindrical spacer made of iron, and this spacer 1 transmits thrust between the leading pipe and the trailing pipe of a plurality of ductile pipes 10 made of a steel pipe body 11 covered with reinforced concrete 12. The ductile pipe 10 is disposed such that both ends of the ductile pipe 10 abut against the flange 13 of the ductile pipe 10. The outer circumferential surface of the spacer 1 is formed flush with the outer circumferential surface of the ductile pipe 10, and the inner diameter of the spacer 1 is formed to be slightly larger than the outer diameter of the insertion port 15 of the ductile pipe 10.

スペーサ1は前記のように両端部がダクタイル
管10のフランジ13に突き合つて接合される
と、挿口15に嵌挿される状態となるが、このよ
うな状態で分離されて、ダクタイル管10の先行
管と後行管から分離が可能なように2つ割りとな
つている。すなわち、スペーサ1は半割り状の2
つの管部2,3を具え、該両管部2,3がその対
向する端面を突き合せたうえ、端部外周に切欠形
成された取付孔部4,5間がボルトナツト6など
締付部材で締付け固定されることにより組立てら
れるようになつている。
When the spacer 1 is joined with both ends abutting against the flange 13 of the ductile pipe 10 as described above, it will be in a state where it is inserted into the socket 15, but when it is separated in this state, the ductile pipe 10 is It is divided into two parts so that it can be separated from the leading pipe and the trailing pipe. In other words, spacer 1 is half-split 2
The two pipe parts 2 and 3 have their opposing end surfaces abutted against each other, and a tightening member such as a bolt nut 6 is provided between the mounting holes 4 and 5 formed with a notch on the outer periphery of the end. It is designed to be assembled by tightening and fixing.

したがつて、前記のようなスペーサ1を接続し
たダクタイル管10における推進に際しては、ダ
クタイル管10の後行管のフランジ13からスペ
ーサ1の一端部へ、さらにスペーサ1の他端部か
らダクタイル管10の先行管のフランジ13へと
いうように推力を伝達する。
Therefore, when propelling the ductile pipe 10 connected to the spacer 1 as described above, the ductile pipe 10 is moved from the flange 13 of the trailing pipe of the ductile pipe 10 to one end of the spacer 1, and further from the other end of the spacer 1. The thrust is transmitted to the flange 13 of the leading pipe.

次に、スペーサ1を接続して第1図のように配
管されたダクタイル管10に被接続体として、例
えば分岐管20を接続する作業について説明す
る。
Next, a description will be given of the operation of connecting, for example, a branch pipe 20 as a connected body to the ductile pipe 10 arranged as shown in FIG. 1 by connecting the spacer 1.

まず、分岐管20と最も近くにあるスペーサ1
の位置を、管路図調査、磁気探知、試掘などで求
める。求めた後、該スペーサ1が位置する周囲
を、発進立坑Aや到達立坑Bより小規模な作業用
立坑B′,C′を設けて掘削する。掘削後、ボルトナ
ツト6を取外してスペーサ1を2つの管部2,3
に分離し、作業用立坑B′,C′から外部に撤去す
る。
First, the spacer 1 closest to the branch pipe 20
The location will be determined through pipe map surveys, magnetic detection, test drilling, etc. After determining this, the area around where the spacer 1 is located is excavated by providing working shafts B' and C' which are smaller than the starting shaft A and the arrival shaft B. After drilling, remove the bolt nut 6 and attach the spacer 1 to the two pipe parts 2 and 3.
It is separated into two parts and removed to the outside from working shafts B' and C'.

次に、第4図に示すようにスペーサ1が撤去さ
れた跡(空間)に接続管として、例えばT字管2
2を配置し、このT字管22の一端部とダクタイ
ル管10の先行管の挿口15、及びT字管22の
他端部と同後行管の挿口15との間にそれぞれ継
ぎ輪23を嵌挿するとともに、それぞれの継ぎ輪
23の両端部内周面と、T字管22の端部外周面
及び挿口15外周面との間にシールゴム輪24を
介装したうえ押し輪25で締付固定する。
Next, as shown in FIG.
2, and between one end of this T-shaped tube 22 and the leading pipe inlet 15 of the ductile pipe 10, and the other end of the T-shaped pipe 22 and the trailing pipe inlet 15 of the same, a joint ring is provided. 23, a sealing rubber ring 24 is interposed between the inner circumferential surface of both ends of each joint ring 23, the outer circumferential surface of the end of the T-shaped tube 22, and the outer circumferential surface of the insertion port 15, and a push ring 25 is inserted. Tighten and fix.

しかる後、T字管22に形成された図示しない
分岐用の開口に分岐管20を接続する。接続後、
作業用立坑B′,C′、及び発進立坑A、到達立坑D
を埋戻し、これによつて作業が終了し、ダクタイ
ル管10に分岐管20が接続された状態となる。
尚、発進立坑A、到達立坑Dはダクタイル管10
の配管終了後、分岐管の接続作業に入る前に、埋
戻しておいてもよい。
Thereafter, the branch pipe 20 is connected to a branch opening (not shown) formed in the T-shaped pipe 22. After connecting,
Work shaft B', C', starting shaft A, arrival shaft D
This completes the work, and the branch pipe 20 is now connected to the ductile pipe 10.
In addition, the starting shaft A and the reaching shaft D are ductile pipes 10.
After completing the piping, it may be backfilled before starting the work to connect the branch pipes.

第5図は前記T字管22に代え、両端部に受口
28が形成された別のT字管27を配置した例を
示したもので、この実施例では同図A,B,Cに
その接続過程を示すように、T字管27の一方の
受口28をダクタイル管10の先行管の挿口15
に嵌挿した後、同後行管を推進することにより、
その挿口15をT字管27の他方の受口28に挿
入するようにして接続する。この場合においても
図示省略したが、前記と同様にT字管27の受口
28の内周面と先、後行管の挿口15の外周面と
の間にシールゴム輪を介装し、押し輪で締付固定
する。
FIG. 5 shows an example in which, in place of the T-shaped tube 22, another T-shaped tube 27 having sockets 28 formed at both ends is arranged. As shown in the connection process, one socket 28 of the T-shaped pipe 27 is connected to the leading pipe socket 15 of the ductile pipe 10.
After inserting it into the body, by pushing the trailing tube
The insertion port 15 is inserted into the other socket 28 of the T-shaped tube 27 for connection. In this case as well, although not shown, a sealing rubber ring is interposed between the inner circumferential surface of the socket 28 of the T-shaped tube 27 and the outer circumferential surface of the insertion port 15 of the leading and trailing tubes. Tighten and secure with a ring.

前記において、ダクタイル管10の推進配管前
から分岐管20の位置が判明している場合には、
推進時に発進立坑Aからダクタイル管10の長さ
を、適宜の長さのダクタイル管を用いて調整し、
分岐管20の接続該当箇所にスペーサ1が位置す
るようにしてもよい。
In the above, if the position of the branch pipe 20 is known before the propulsion piping of the ductile pipe 10,
Adjust the length of the ductile pipe 10 from the starting shaft A during propulsion using a ductile pipe of an appropriate length,
The spacer 1 may be located at the connection location of the branch pipe 20.

尚、前記実施例では分岐管20を被接続体の一
例として挙げたため、接続管としてT字管22,
27を挙げたが、ほかに空気弁を接続する場合に
は、T字管22,27に代え、弁設置用管を接続
管とするここができる。また、スペーサ1の構造
も一例を示したにすぎず、配管されたダクタイル
管から分離することが可能なものであれば、別の
設計としてもよいなど細部の設計および発進立坑
ないし到達立坑間における使用個数は適宜に変更
が可能である。
In the above embodiment, the branch pipe 20 was used as an example of the connected object, so the T-shaped pipe 22,
Although 27 is mentioned above, if another air valve is to be connected, the valve installation pipe can be used as the connecting pipe instead of the T-shaped pipes 22 and 27. Furthermore, the structure of the spacer 1 is merely an example; a different design may be used as long as it can be separated from the ductile pipe. The number used can be changed as appropriate.

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

第1図はこの発明の一実施例を示す概略平面
図、第2図は同上のスペーサが接続されたダクタ
イル管を示す、上半部破断の要部拡大正面図、第
3図は第2図の−線に沿う縦断側面図、第4
図は同上における接続管の設置例を示す要部拡大
断面図、第5図A,B,Cは同上における接続管
の別の設置例を示す要部拡大断面図、第6図は従
来例のダクタイル管部を示す要部拡大断面図、第
7図は従来例における第1図と対応する概略平面
図である。 1……スペーサ、2,3……管部、4,5……
取付孔部、6……ボルトナツト、10……ダクタ
イル管、11……鉄製管体、12……鉄筋コンク
リート、13……フランジ、15……挿口、20
……分岐管、22,27……T字管、23……継
ぎ輪、A……発進立坑、D……到達立坑、B′,
C′……作業用立坑。
Fig. 1 is a schematic plan view showing an embodiment of the present invention, Fig. 2 is an enlarged front view of the main part with the upper half cut away, showing a ductile pipe to which the above spacer is connected, and Fig. 3 is the same as Fig. 2. Vertical side view along the - line, No. 4
The figure is an enlarged sectional view of the main part showing an example of installing the connecting pipe in the same as above, Figures 5A, B, and C are enlarged sectional views of the main part showing another example of installing the connecting pipe in the same as above, and Figure 6 is the conventional example. FIG. 7 is an enlarged sectional view of the main part showing the ductile pipe portion, and is a schematic plan view corresponding to FIG. 1 in the conventional example. 1... Spacer, 2, 3... Pipe section, 4, 5...
Mounting hole, 6...Bolt nut, 10...Ductile pipe, 11...Iron pipe body, 12...Reinforced concrete, 13...Flange, 15...Socket, 20
... Branch pipe, 22, 27 ... T-shaped pipe, 23 ... Connection ring, A ... Starting shaft, D ... Arrival shaft, B',
C′...Working shaft.

Claims (1)

【特許請求の範囲】[Claims] 1 鉄製管体に鉄筋コンクリートを外装した複数
のダクタイル管の先行管と後行管との間に、外周
面がダクタイル管の外周面とほぼ面一に形成され
て、先行管と後行管に対して分離可能なスペーサ
を、その先端を先行管に、かつ後端を後行管にそ
れぞれ接合して被接続体の接続該当箇所に配設し
た後、前記スペーサを先行管と後行管から分離し
て接続該当箇所より撤去するとともに、このスペ
ーサの跡に接続管を配置し、この接続管を介して
先行管、後行管、及び被接続体を接続することを
特徴とする推進工法用ダクタイル管に被接続体を
接続する方法。
1. Between the leading pipe and the trailing pipe of a plurality of ductile pipes having a steel pipe body covered with reinforced concrete, the outer peripheral surface is formed almost flush with the outer peripheral face of the ductile pipe, and the outer peripheral surface is formed almost flush with the outer peripheral surface of the ductile pipe, and After joining a spacer that can be separated by using the following steps, its tip is connected to the leading pipe and its rear end is connected to the trailing pipe, and the spacer is placed at the connection point of the connected object, and then the spacer is separated from the leading pipe and the trailing pipe. A ductile for a propulsion construction method, characterized in that the ductile is removed from the relevant connection point, a connecting pipe is placed in the place where the spacer remains, and the leading pipe, trailing pipe, and connected object are connected via this connecting pipe. A method of connecting objects to pipes.
JP61202427A 1986-08-28 1986-08-28 Method of connecting body to be connected to ductile pipe for method of propulsion construction Granted JPS6360394A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61202427A JPS6360394A (en) 1986-08-28 1986-08-28 Method of connecting body to be connected to ductile pipe for method of propulsion construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61202427A JPS6360394A (en) 1986-08-28 1986-08-28 Method of connecting body to be connected to ductile pipe for method of propulsion construction

Publications (2)

Publication Number Publication Date
JPS6360394A JPS6360394A (en) 1988-03-16
JPH055035B2 true JPH055035B2 (en) 1993-01-21

Family

ID=16457330

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61202427A Granted JPS6360394A (en) 1986-08-28 1986-08-28 Method of connecting body to be connected to ductile pipe for method of propulsion construction

Country Status (1)

Country Link
JP (1) JPS6360394A (en)

Also Published As

Publication number Publication date
JPS6360394A (en) 1988-03-16

Similar Documents

Publication Publication Date Title
WO1993014340A1 (en) Pipe coupling
JPS5948600A (en) Tunnel covering construction structure
JPH055035B2 (en)
JPH0669574U (en) Cast iron pipe mechanical coupling
JPS6117100Y2 (en)
JPH0450592A (en) Inner surface lining structure material of culvert
JPH0455599A (en) Concrete segment and connecting structure thereof
JPS6227594Y2 (en)
JPH033105B2 (en)
JPS5940631Y2 (en) pipe fittings
JPH02256787A (en) Driving method of pipe with small caliber and device thereof
JP3652147B2 (en) Liner for earthquake-resistant pipe propulsion method
JP2002122287A (en) Rehabilitation method that can improve the performance of buried pipes
JPS5937351Y2 (en) Perfect circle holder for pipes
JPH0220306Y2 (en)
JPH08232590A (en) Steel segment joint structure
JPH0841920A (en) Pipe attaching structure in manhole
JPS6360395A (en) Ductile pipe for method of propulsion construction
JPS6145243Y2 (en)
JP4344637B2 (en) Concrete pipe
JPH03208993A (en) Structure of segment joint
JPS5921346Y2 (en) pipe fittings
JPH01284699A (en) Fixing of thin pipe for shield secondary construction
JP3614292B2 (en) Anti-seismic propellant liner
JPH0214705Y2 (en)

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees