JP2991674B2 - Propulsion pipe and pushing wheel for propulsion method - Google Patents

Propulsion pipe and pushing wheel for propulsion method

Info

Publication number
JP2991674B2
JP2991674B2 JP9142442A JP14244297A JP2991674B2 JP 2991674 B2 JP2991674 B2 JP 2991674B2 JP 9142442 A JP9142442 A JP 9142442A JP 14244297 A JP14244297 A JP 14244297A JP 2991674 B2 JP2991674 B2 JP 2991674B2
Authority
JP
Japan
Prior art keywords
lid
pipe
propulsion
main body
joint
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
JP9142442A
Other languages
Japanese (ja)
Other versions
JPH10331579A (en
Inventor
浩 田中
強 宮原
佳和 岡本
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.)
Konoike Construction Co Ltd
Okamoto Kensetsu Yohin Seisakusho KK
Original Assignee
Konoike Construction Co Ltd
Okamoto Kensetsu Yohin Seisakusho KK
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 Konoike Construction Co Ltd, Okamoto Kensetsu Yohin Seisakusho KK filed Critical Konoike Construction Co Ltd
Priority to JP9142442A priority Critical patent/JP2991674B2/en
Publication of JPH10331579A publication Critical patent/JPH10331579A/en
Application granted granted Critical
Publication of JP2991674B2 publication Critical patent/JP2991674B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】この発明は推進工法用の推進
管及び押輪に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion pipe and a push ring for a propulsion method.

【0002】[0002]

【従来の技術】地下埋設物が輻輳した条件下や交通障害
を引き起こさないで管きょを埋設する工法として、従来
から推進工法が多用されている。この工法に用いられる
推進管の長さは施工範囲に含まれるカーブ部分における
推進管の継手部分の止水性や耐震性等を考慮して0.4
〜2.43m程度の範囲で選定されている。
2. Description of the Related Art A propulsion method has been frequently used as a method of burying a ductwork without causing congestion of an underground object or a traffic obstacle. The length of the propulsion pipe used in this method is 0.4 considering the water stoppage and seismic resistance of the joint part of the propulsion pipe in the curved part included in the construction area.
範 囲 2.43 m.

【0003】上記の推進管は、一般に遠心力鉄筋コンク
リート管(いわゆるヒューム管)が用いられており、推
進管の推進方向に見た前端を若干小径に形成して差し口
とし、後端に鋼板製の雌継手が一体に設けられた構造で
ある。
[0003] The above-mentioned propulsion pipe is generally a centrifugal reinforced concrete pipe (so-called fume pipe). The front end of the propulsion pipe as viewed in the propulsion direction is formed into a slightly smaller diameter to serve as an inlet, and the rear end is made of steel. Are integrally provided.

【0004】[0004]

【発明が解決しようとする課題】推進工法は上記のごと
き推進管を発進坑内で順次継ぎ足しながら推進装置によ
り押込んでいく。この場合推進管内には、排泥管、油圧
ホース、送風管、給水管、滑材送給管などの配管類や、
給電用、計測管理用、制御用などのケーブル類が挿通さ
れ、これらの配管類及びケーブル類は発進坑から地上に
引き出され、それぞれ地上の設備に接続される。
In the propulsion method, the propulsion pipe as described above is pushed in by a propulsion device while sequentially adding the propulsion pipe in the starting pit. In this case, inside the propulsion pipe, plumbing pipes such as a drain pipe, a hydraulic hose, a blower pipe, a water supply pipe, and a lubricant supply pipe,
Cables for power supply, measurement management, control, and the like are inserted, and these pipes and cables are drawn out of the starting pit to the ground, and are respectively connected to ground facilities.

【0005】上記のように、配管類やケーブル類が円筒
状の推進管に挿通された状態で、新しい推進管を継ぎ足
そうとすると、上記の配管類やケーブル類を一旦切り離
したうえで新しい推進管を発進坑に据え付け、上記の配
管類やケーブル類の切り離し端をその推進管に挿通した
のちにこれらを再接続する必要がある。
As described above, when a new propulsion pipe is to be added while the pipes and cables are inserted through the cylindrical propulsion pipe, the pipes and cables are once cut off and the new propulsion pipe is cut off. It is necessary to install the propulsion pipe in the starting pit, reconnect the pipes and cables after inserting the cut ends of the propulsion pipe into the propulsion pipe.

【0006】上記の配管類は鋼管やFRP管等が用いら
れ、継手を用いて接続されるが、その長さは推進管と同
一長さ(0.4〜2.43m)であり、急カーブの部分
ではこれより更に短いものが用いられるので、配管類の
切り離しや再接続の頻度が多くなり作業能率を著しく低
下させる原因となる。
[0006] The above-mentioned pipes are steel pipes, FRP pipes, or the like, and are connected using joints. The length of the pipes is the same as that of the propulsion pipe (0.4 to 2.43 m). Since a shorter part is used in the part, the frequency of disconnection and reconnection of the piping is increased, which causes a significant decrease in work efficiency.

【0007】また、特に排泥管は地上の排泥タンクとの
ヘッド差により、切り離した際に排泥が逆流して発進坑
内に噴出し、発進坑の内部や作業者を汚損するため発進
坑内での作業が難渋する大きな原因となる。
[0007] In particular, the sludge pipe is separated from the ground by a head difference from the sludge tank on the ground, and when separated, the sludge flows backward and spouts into the starting pit, thereby contaminating the inside of the starting pit and workers. Is a major cause of difficulty in work.

【0008】そこで、この発明は推進管の継ぎ足し時に
配管類やケーブル類を切り離すことなく継ぎ足しできる
ようにして、作業能率を向上させると共に、排泥による
汚損を無くするようにした推進管及び押輪を提供するこ
とを課題とする。
Accordingly, the present invention provides a propulsion pipe and a press ring which can be refilled without disconnecting pipes and cables when refilling the propulsion pipe, thereby improving work efficiency and eliminating contamination by sludge. The task is to provide.

【0009】[0009]

【課題を解決するための手段】[Means for Solving the Problems]

(1) 上記の課題を解決するためにこの発明に係る推進管
は、所要幅のスリットを全長にわたり設けた鉄筋コンク
リート製の管本体と、上記スリット内に嵌脱自在に嵌合
係止される鉄筋コンクリート製の蓋体とからなり、上記
管本体のスリットの両内側面にそれぞれ管本体の内部鉄
筋と一体の本体側板が設けられ、上記蓋体の両外側面に
それぞれその内部鉄筋と一体の蓋体側板が設けられ、上
記蓋体を管本体のスリット内に嵌合係止させて上記本体
側板と蓋体側板相互を結合手段により結合一体化した構
成としたものである(請求項1)。上記構成の推進管
は、管本体に蓋体を結合した状態で発進坑内に吊り込ま
れ、蓋体を外したうえで配管類やケーブル類を管本体の
スリットからその内部に挿入し、その後蓋体をスリット
に嵌合係止させると共に管本体と結合して円筒状の推進
管として、以後通常の推進管と同様に用いられる。
(1) In order to solve the above problems, a propulsion pipe according to the present invention includes a reinforced concrete pipe body provided with a slit having a required width over the entire length, and a reinforced concrete that is fitted and locked in the slit so as to be freely detachable. And a main body side plate integral with the internal reinforcing bar of the pipe main body is provided on both inner side surfaces of the slit of the pipe main body, respectively, and a lid body integral with the internal reinforcing bar is provided on both outer side surfaces of the lid body, respectively. A side plate is provided, and the lid is fitted and locked in the slit of the tube main body, and the main body side plate and the lid side plate are connected and integrated by a coupling means (claim 1). The propulsion pipe of the above configuration is hung in a start pit with the lid connected to the pipe main body, and after removing the lid, pipes and cables are inserted into the inside of the pipe through the slit of the pipe main body, and then the lid is closed. The body is fitted and locked in the slit and connected to the pipe main body to form a cylindrical propulsion pipe, which is thereafter used in the same manner as a normal propulsion pipe.

【0010】(2) 上記構成の推進管において、上記本体
側板に上記スリットの内方へ突き出した係止段部を全長
にわたり設けると共に、該本体側板の一部に位置決め部
を設け、上記蓋体側板に上記係止段部に係合する係合凹
所をその全長にわたり設けると共に、該蓋体側板の一部
に上記位置決め部と嵌合して管本体に対する蓋体の長さ
方向の位置決めを行う相手位置決め部を設けた構成をと
ることができる(請求項2)。ここにいう位置決め部と
これに嵌合する相手位置決め部は凹凸嵌合構造となる
が、本体側板と蓋体側板のいずれが位置決め凹部となる
か位置決め凸部となるかは問わない。
(2) In the propulsion pipe having the above-described configuration, the main body side plate is provided with a locking step protruding inward of the slit over the entire length, and a positioning portion is provided on a part of the main body side plate. The side plate is provided with an engaging recess for engaging with the locking step portion over its entire length, and a part of the lid side plate is fitted with the positioning portion to position the lid in the longitudinal direction with respect to the tube body. It is possible to adopt a configuration in which a counterpart positioning portion is provided. The positioning portion and the mating positioning portion fitted thereto have an uneven fitting structure, but it does not matter which of the main body side plate and the lid side plate becomes the positioning concave portion or the positioning convex portion.

【0011】(3) 上記の推進管において、上記スリット
が管本体の90度又は90度近辺の中心角に相当する幅
を有する構成をとることができる(請求項3)。これは
通常の円筒形推進管を地中に埋設した場合に、推進管に
作用する土圧の圧力分布が、上面頂部から両側へ45度
付近が最も小さくなることにかんがみ、管本体と蓋体と
の突き合わせ面を圧力分布の小さい位置に設けるように
したものである。
(3) In the above-mentioned propulsion pipe, the slit may have a width corresponding to a central angle of 90 degrees or near 90 degrees of the pipe body (claim 3). This is because, when a normal cylindrical propulsion pipe is buried in the ground, the distribution of earth pressure acting on the propulsion pipe becomes the smallest around 45 degrees from the top of the upper surface to both sides. Is provided at a position where the pressure distribution is small.

【0012】(4) 上記の推進管において、上記管本体は
その一端部に本体雌継手を有すると共に他端部に本体雄
継手を有し、上記蓋体はその一端部に蓋体雌継手を有す
ると共に他端部に蓋体雄継手を有し、上記蓋体を管本体
のスリットに嵌合係止させた状態において、上記本体雌
継手と蓋体雌継手が一つの雌継手を形成し、上記本体雄
継手と蓋体雄継手が一つの雄継手を形成した構成をとる
ことができる(請求項4)。通常の推進管においては、
その後端部には受け口となる鋼板製の雌継手が一体に設
けられるが、差し口となる前端部には雄継手が設けられ
るとは限らない。しかしこの発明のように管本体と蓋体
とが分離された推進管においては、管本体と蓋体の内部
鉄筋はそれぞれ独立しているので、製造時に内部鉄筋を
支持するために、管本体の両端にそれぞれ本体雌継手と
本体雄継手、蓋体の両端にそれぞれ蓋雌継手と蓋雄継手
を設ける必要がある。
(4) In the above-described propulsion pipe, the pipe body has a main body female joint at one end thereof and a main body male joint at the other end, and the lid has a lid female joint at one end thereof. Having the other end with a lid male joint, in a state where the lid is fitted and locked in the slit of the tube main body, the main body female joint and the lid female joint form one female joint, A configuration in which the main body male joint and the lid male joint form one male joint can be adopted (claim 4). In a normal propulsion pipe,
Although a female joint made of a steel plate serving as a receiving port is integrally provided at the rear end, a male joint is not necessarily provided at a front end serving as a receiving port. However, in the propulsion pipe in which the pipe main body and the lid are separated as in the present invention, the internal reinforcements of the pipe main body and the lid are independent of each other. It is necessary to provide a female female joint and a male male joint at both ends, respectively, and a female female joint and a male male cover at both ends of the lid, respectively.

【0013】(5) 上記の推進管において、上記本体雌継
手と本体雄継手の各両側縁にそれぞれ相い欠き継ぎ用の
下段突部を設け、上記蓋体雌継手と蓋体雄継手の各両側
縁に上記下段突部に係合する相い欠き継ぎ用の下段凹部
をそれぞれ設けた構成をとることができる(請求項
5)。管本体のスリットに蓋体を嵌合係止させると、管
本体の本体雌継手と本体雄継手の下段突部上に、蓋体雌
継手と蓋体雄継手の下段凹部がそれぞれ係合して相い欠
き継ぎを構成し、本体雌継手と蓋体雌継手との間及び本
体雄継手と蓋体雄継手間の一体性及びシール性を向上さ
せる。
(5) In the above-mentioned propulsion pipe, lower protruding portions for joints are provided on both side edges of the main body female joint and the main body male joint, respectively, and each of the lid female joint and the lid male joint is provided. It is possible to adopt a configuration in which lower recesses for a joint which are engaged with the lower projections are provided on both side edges, respectively. When the lid is fitted and locked in the slit of the pipe main body, the lower recesses of the female joint of the lid and the male joint of the lid male engage with the lower projections of the female female body and the male male body of the pipe main body, respectively. A split joint is formed to improve the integrity and sealing between the female joint of the main body and the female joint of the lid and between the male joint of the main body and the male joint of the lid.

【0014】(6) 上記の推進管において、上記蓋体の上
面に保護用鋼板を一体に設けた構成をとることができる
(請求項6)。この構成をとると、推進管埋設後におい
て、地表から誤ってボーリングや掘削が行われた際に、
保護用鋼板により推進管が保護される。
(6) In the above-mentioned propulsion pipe, a structure in which a protective steel plate is integrally provided on the upper surface of the lid can be adopted. With this configuration, when drilling or excavation is mistakenly performed from the ground surface after burying the propulsion pipe,
The propulsion pipe is protected by the protective steel plate.

【0015】(7) 上記の推進管において、上記本体側板
及び蓋体側板の推進管内周側の辺縁の高さを、それぞれ
管本体及び蓋体のコンクリート外周面を基準にしてこれ
らのコンクリート内周面より低く形成することにより、
それぞれ本体側段差部及び蓋体側段差部を形成し、これ
らの段差部を周方向に突き合わせてシール部材の装着溝
を形成した構成をとることができる(請求項7)。上記
構成の推進管は、本体側板及び蓋体側板がコンクリート
の肉厚より低くなるので、製造時にコンクリートの流動
性が向上する。逆に上記の各側板をコンクリートの肉厚
と同等の高さに形成すると、コンクリートの流動性が妨
げられ、側板近辺のコンクリートの肉厚が不足し、モル
タルを補う必要があるが、側板を低くすると流動性が向
上しコンクリートの肉厚が均一に仕上がる。なお、製造
時に側板の内周側辺縁がコンクリート中に埋もれてしま
うが、コンクリートの固化後にハツリを加えて側板の内
周側辺縁を露出させる。そのハツリによって本体側段差
部と蓋体側段差部が生じるので、両方の段差部を周方向
に合わせることによりシール部材の装着溝が形成され
る。従って、その溝にシール部材を装着することによ
り、シール効果を増大させることができる。
(7) In the above-mentioned propulsion pipe, the heights of the inner peripheral side of the main body side plate and the lid side plate on the inner peripheral side of the propulsion pipe are determined with reference to the concrete outer peripheral surfaces of the pipe main body and the lid, respectively. By forming lower than the peripheral surface,
It is possible to adopt a configuration in which a step portion on the main body side and a step portion on the lid side are formed, and these step portions are abutted in the circumferential direction to form a mounting groove for the seal member. In the propulsion pipe having the above configuration, the body side plate and the lid side plate are lower than the thickness of the concrete, so that the fluidity of the concrete is improved at the time of manufacturing. Conversely, if each side plate is formed at the same height as the thickness of concrete, the fluidity of concrete will be hindered, the thickness of concrete near the side plate will be insufficient, and it will be necessary to supplement the mortar. Then, the fluidity is improved and the thickness of the concrete is uniformly finished. In addition, the inner peripheral edge of the side plate is buried in the concrete at the time of manufacturing, but after the concrete is solidified, a file is added to expose the inner peripheral edge of the side plate. Since the main body side step portion and the lid body side step portion are generated by the razor, the mounting groove of the seal member is formed by aligning both step portions in the circumferential direction. Therefore, the sealing effect can be increased by mounting the sealing member in the groove.

【0016】(8) 上記の推進管を推進装置により押す場
合に、推進管と推進装置との間に環状の押輪が介在され
る。この押輪にも配管類やケーブル類が挿通されるの
で、その押輪を新しい推進管の後端に移動する際、配管
類やケーブル類の切り離しと再接続が必要となる。その
不便を解消するために請求項8に記載の押輪は、管本体
の端面形状と同様のスリットを有する欠円形部材により
形成したものである。この形状の押輪によると、そのス
リットに配管類やケーブル類を通すことができるので、
これらを切り離すことなく押輪を移動させることができ
る。
(8) When the above-described propulsion tube is pushed by the propulsion device, an annular pressing wheel is interposed between the propulsion tube and the propulsion device. Since pipes and cables are also inserted into this push wheel, when the push wheel is moved to the rear end of a new propulsion pipe, it is necessary to disconnect and reconnect the pipes and cables. In order to solve the inconvenience, the pressing ring according to claim 8 is formed by a cut-out circular member having a slit similar to the end face shape of the tube main body. According to this shape of push wheel, piping and cables can be passed through the slit,
The pressing wheel can be moved without separating them.

【0017】[0017]

【実施の形態】図1(a)、(b)に示すように、この
発明に係る推進工法用の推進管1は、管本体2と蓋体3
とからなる。管本体2と蓋体3は、共に同一の曲率半径
を有する鉄筋コンクリート製である。管本体2にはその
全長にわたり所要幅のスリット4が設けられ、そのスリ
ット4の内側に蓋体3が嵌脱自在に嵌合係止される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIGS. 1A and 1B, a propulsion pipe 1 for a propulsion method according to the present invention comprises a pipe main body 2 and a lid 3.
Consists of The pipe main body 2 and the lid 3 are both made of reinforced concrete having the same radius of curvature. The tube body 2 is provided with a slit 4 having a required width over the entire length thereof, and the lid 3 is fitted and locked inside the slit 4 so as to be freely detachable.

【0018】上記のスリット4の幅は、図2に示すよう
に、管本体2の中心角θ(図示の場合は90度)に相当
する幅を有する。この中心角θ、即ちスリット4の幅
は、推進工法に用いられる配管類、ケーブル類を自由に
通すことができ、かつ管本体2の必要な強度が維持され
る範囲で適宜選定されるが、望ましくは90度又はその
近辺の角度(±10度程度)に選定することが望まし
い。
As shown in FIG. 2, the width of the slit 4 has a width corresponding to the central angle θ (90 degrees in the case shown) of the tube main body 2. The center angle θ, that is, the width of the slit 4 is appropriately selected within a range where the pipes and cables used in the propulsion method can be freely passed and the necessary strength of the pipe main body 2 is maintained. Desirably, it is desirable to select an angle of 90 degrees or an angle near it (about ± 10 degrees).

【0019】それは、推進管に作用する土圧の分布は、
図3に示すようになっており、推進管1の中心を通る鉛
直方向の基準線Vを基準にした±45度の符号aで示す
範囲に引張り応力が分布し、また水平方向の基準線Hを
基準にした±45度の符号bで示す範囲に圧縮応力が分
布する。上記の引張り応力から圧縮応力に変わる変曲点
cは圧力分布が極小になる部分である。従ってこの変曲
点cに管本体2と蓋体3との継ぎ目を位置せしめること
により、推進管の耐荷重性を通常の推進管と同等に維持
することができる。
The distribution of the earth pressure acting on the propulsion pipe is as follows:
As shown in FIG. 3, the tensile stress is distributed in a range indicated by a sign a of ± 45 degrees with respect to a vertical reference line V passing through the center of the propulsion pipe 1, and a horizontal reference line H The compressive stress is distributed in a range indicated by a sign b of ± 45 degrees with respect to. The inflection point c at which the tensile stress changes to the compressive stress is a portion where the pressure distribution is minimized. Therefore, by locating the joint between the pipe body 2 and the lid 3 at the inflection point c, the load resistance of the propulsion pipe can be maintained equal to that of a normal propulsion pipe.

【0020】管本体2は上記のスリット4の両内側面に
鋼板製の本体側板5(図2参照)を有し、その本体側板
5の後端部(受け口側)に鋼板製の本体雌継手6(図1
参照)が設けられると共に、前端部(差し口側)に同じ
く鋼板製の本体雄継手7が設けられる。
The pipe main body 2 has a main body side plate 5 (see FIG. 2) made of a steel plate on both inner surfaces of the slit 4, and a main body female joint made of a steel plate is provided at a rear end (reception port side) of the main body side plate 5. 6 (FIG. 1
) Is provided, and a main body male joint 7 also made of a steel plate is provided at the front end (insertion side).

【0021】上記の本体側板5は、図4及び図5に示す
ように、その幅方向の中間部分にスリット4の内方へ突
き出した係止段部8が全長にわたり形成される。
As shown in FIGS. 4 and 5, the main body side plate 5 has an engaging step 8 projecting inwardly of the slit 4 at an intermediate portion in the width direction over the entire length.

【0022】また、上記本体側板5の一部分に、その上
端辺が広く下方に至るに従い狭くなったテーパ状の位置
決め凹部9が設けられる。
Further, a part of the main body side plate 5 is provided with a tapered positioning recess 9 whose upper end side is widened and narrowed downward.

【0023】上記本体側板5にその長さ方向に一定の間
隔をおいてボルト孔11が設けられ、そのボルト孔11
に対応して本体側板5の内面(スリット4の反対側の
面)に、ボルト操作箱12が一体に設けられる(図7
(b)参照)。このボルト操作箱12は、管本体2の内
面に開放されている。
The main body side plate 5 is provided with bolt holes 11 at regular intervals in its length direction.
The bolt operation box 12 is integrally provided on the inner surface of the main body side plate 5 (the surface opposite to the slit 4) (FIG. 7).
(B)). The bolt operation box 12 is open to the inner surface of the tube body 2.

【0024】また、前記の本体雌継手6は、図4(b)
に示すように、管本体2の後端面に沿った欠円形の端板
13の外周に欠円形断面の継手板14の中央部分を溶接
したものであり、その継手14の約半分は端板13を越
えて後方に突き出し、残りの部分は管本体2のコンクリ
ート15と一体化される。また、上記の端板13と継手
板14はそれぞれ本体側板5の後端部、即ち雌側端部に
溶接一体化される。上記の継手板14の両側面には相い
欠き継ぎ用の下段突部16が形成される。
The female joint 6 of the main body is shown in FIG.
As shown in FIG. 3, the center of a joint plate 14 having a cutout section is welded to the outer periphery of a cutout end plate 13 along the rear end face of the pipe body 2. And the other part is integrated with the concrete 15 of the pipe body 2. The end plate 13 and the joint plate 14 are welded and integrated to the rear end of the main body side plate 5, that is, the female end. Lower joints 16 are formed on both side surfaces of the joint plate 14 for a joint.

【0025】管本体2のコンクリート15は図5及び図
8に示すように、前端部に段部17を介して小径部18
が設けられる。
As shown in FIGS. 5 and 8, the concrete 15 of the pipe body 2 has a small diameter portion 18 at a front end thereof via a step 17.
Is provided.

【0026】前記の本体雄継手7は、図6及び図8に示
すように、上記の小径部18の端面に沿った欠円形の端
板19の外周に上記小径部18の外周に沿った円弧状の
小径継手板21を溶接すると共に、コンクリート15の
大径部外周に沿った円弧状の大径継手板22を、前記段
部17の高さに相当するスペーサ23を介して小径継手
板21の端部外面に溶接したものである。上記小径継手
板21の外面には周方向に平行2本のリブ24が一体に
溶接され、後述するパッキン25のずれ止めとなる。
As shown in FIGS. 6 and 8, the main body male joint 7 has a circular shape along the outer circumference of the small-diameter portion 18 on the outer circumference of the cutout end plate 19 along the end surface of the small-diameter portion 18. The arc-shaped small-diameter joint plate 21 is welded, and the arc-shaped large-diameter joint plate 22 along the outer periphery of the large-diameter portion of the concrete 15 is connected to the small-diameter joint plate 21 via a spacer 23 corresponding to the height of the step portion 17. Is welded to the outer surface of the end. Two ribs 24 parallel to the circumferential direction are integrally welded to the outer surface of the small-diameter joint plate 21 to prevent a later-described packing 25 from shifting.

【0027】上記の本体雌継手6と本体雄継手7の間に
は、鉄筋26が長さ方向及び幅方向に設けられ、管本体
2の骨格を構成する。
A reinforcing bar 26 is provided in the length direction and the width direction between the main body female joint 6 and the main body male joint 7, and forms a skeleton of the pipe main body 2.

【0028】一方、蓋体3は、そのコンクリート15’
の部分に吊りボルト挿通孔27(図1、図2参照)が設
けられ、またそのコンクリート15’の両外側面に鋼板
製の蓋体側板5’が設けられ(図4参照)、その蓋体側
板5’の後端部に鋼板製の蓋体雌継手6’が設けられる
と共に、前端部に同じく鋼板製の蓋体雄継手7’が設け
られる(図5参照)。
On the other hand, the cover 3 is
Are provided with hanging bolt insertion holes 27 (see FIGS. 1 and 2), and a steel plate cover side plate 5 'is provided on both outer surfaces of the concrete 15' (see FIG. 4). At the rear end of the side plate 5 ', a female joint 6' made of steel plate is provided, and at the front end, a male joint 7 'made of steel plate is also provided (see FIG. 5).

【0029】上記の蓋体側板5’は、図2及び図4
(a)に示すように、その幅方向の中間部分に係止凹部
8’が全長にわたり設けられ、前記の本体側板5の係止
段部8上に係止される。その係止により管本体2に対す
る蓋体3の径方向の位置決めを行う。
The lid side plate 5 'is shown in FIGS.
As shown in (a), a locking recess 8 ′ is provided in the middle portion in the width direction over the entire length, and is locked on the locking step 8 of the main body side plate 5. The locking positions the lid 3 in the radial direction with respect to the tube body 2.

【0030】また、上記蓋体側板5’の一部分に、図4
(a)及び図5に示すように、上端辺が広く下方に至る
に従い狭くなったテーパ状の位置決め凸部9’が設けら
れ、前記の本体側板5の位置決め凹部9に上下方向に嵌
脱自在に嵌合される。その嵌合により管本体2に対する
蓋体3の長さ方向の位置決めを行う。
FIG. 4 shows a part of the lid side plate 5 '.
As shown in FIG. 5A and FIG. 5, a tapered positioning projection 9 ′ having a wide upper end and narrowing downward is provided, and is vertically detachable in the positioning recess 9 of the main body side plate 5. Is fitted to. The fitting positions the lid 3 in the longitudinal direction with respect to the tube body 2.

【0031】また、上記蓋側板5’には、前記の本体側
板5のボルト孔11と合致するボルト孔11’が設けら
れると共に、そのボルト孔11’の内面にナット28が
溶接される(図7(b)参照)。
The cover side plate 5 'is provided with a bolt hole 11' corresponding to the bolt hole 11 of the main body side plate 5, and a nut 28 is welded to the inner surface of the bolt hole 11 '(FIG. 7 (b)).

【0032】また、前記の蓋体雌継手6’は、蓋体3の
後端面に沿った円弧状の端板13’(図4(a)参照)
の外面に円弧状の継手板14’の中央部分を溶接したも
のであり、継手板14’の約半分は端板13’を越えて
後方に突き出し、残りの部分は蓋体3のコンクリート1
5’と一体化される。上記の端板13’と継手板14’
はそれぞれ蓋体側板5’の後端部に溶接一体化される。
The lid female joint 6 'has an arc-shaped end plate 13' along the rear end face of the lid 3 (see FIG. 4A).
The center part of an arc-shaped joint plate 14 'is welded to the outer surface of the joint plate 14'. About half of the joint plate 14 'protrudes rearward beyond the end plate 13', and the remaining part is the concrete 1 of the lid 3
Integrated with 5 '. The end plate 13 'and the joint plate 14'
Are integrally welded to the rear end of the lid side plate 5 '.

【0033】上記の継手板14’の両側面には、図4
(a)に示すように、相い欠き継ぎ用の下段凹部16’
が形成され、前記の本体雌継手6の継手板14の下段突
部16と相い欠き継ぎ状に組合される(図7(a)参
照)。
On both sides of the joint plate 14 ', FIG.
As shown in (a), the lower concave portion 16 ′ for a split joint is used.
Is formed, and is combined with the lower projection 16 of the joint plate 14 of the female female joint 6 in a notched joint shape (see FIG. 7A).

【0034】上記のように、蓋体雌継手6’の構造は、
前記の本体雌継手6と、中心角の大きさが異なるだけで
あり、他は同一構造である。管本体2のスリット4に蓋
体3を嵌合係止させて推進管1を構成した状態では、本
体雌継手6と蓋体雌継手6’とが全体として環状の雌継
手29を構成する(図1(a)参照)。
As described above, the structure of the female cover joint 6 ′
The main body female joint 6 has the same structure as the main body female joint 6 except for the size of the central angle. In a state where the lid 3 is fitted and locked in the slit 4 of the pipe main body 2 to form the propulsion pipe 1, the female female joint 6 and the female lid 6 ′ constitute an annular female joint 29 as a whole ( FIG. 1A).

【0035】蓋体3のコンクリート15’は、図8に示
すように前端部に段部17’を介して小径部18’が設
けられ、蓋体雄継手7’は、上記の小径部18’の端面
に沿った円弧状の端板19’の外周に上記小径部18’
の外周に沿った円弧状の小径継手板21’を溶接すると
共にコンクリート15’の大径部外周に沿った円弧状の
大径継手板22’を前記段部17’の高さに相当するス
ペーサ23’を介して小径継手板21’の端部外面に溶
接したものである。上記小径継手板21’の外面には周
方向に平行2本のリブ24’が設けられ、前記の管本体
2側のリブ24と共に、パッキン25のずれ止めとな
る。
As shown in FIG. 8, the concrete 15 'of the lid 3 is provided with a small-diameter portion 18' at the front end via a step 17 ', and the male male cover 7' is provided with the small-diameter portion 18 '. The small-diameter portion 18 'is formed on the outer periphery of an arc-shaped end plate 19' along the end face of the small-diameter portion.
The arc-shaped small-diameter joint plate 21 'along the outer periphery of the concrete 15' is welded and the arc-shaped large-diameter joint plate 22 'along the outer periphery of the large-diameter portion of the concrete 15' is spacers corresponding to the height of the step 17 '. This is welded to the outer surface of the end of the small-diameter joint plate 21 ′ via 23 ′. Two ribs 24 ′ are provided on the outer surface of the small-diameter joint plate 21 ′ in parallel with the circumferential direction.

【0036】上記のように蓋体雄継手7’の構造は、前
述の本体雄継手7と中心角の大きさが異なるだけであ
り、他は同一構造であり、本体雄継手7と蓋体雄継手
7’とにより環状の雄継手31を構成する(図1(a)
参照)。
As described above, the structure of the cover male joint 7 'is the same as that of the above-described main body male joint 7 except for the size of the central angle, and the other structures are the same. An annular male joint 31 is constituted by the joint 7 '(FIG. 1 (a)).
reference).

【0037】上記の蓋体雌継手6’と蓋体雄継手7’の
間には鉄筋26’が長さ方向及び幅方向に設けられ、蓋
体3の骨格を構成する。
A reinforcing bar 26 ′ is provided in the length direction and the width direction between the female cover joint 6 ′ and the male cover joint 7 ′, and forms a skeleton of the cover 3.

【0038】上記の推進管1は、上述した管本体2の骨
格と、蓋体3の骨格とを円筒型枠の内部に籠状に組合せ
て収納したのち、コンクリートを投入し、上記型枠を高
速回転させて遠心力を加えることにより成形される。そ
の成形の際、本体側板5と蓋体側板5’は、コンクリー
トの周方向の流動を妨げ、これらの側板5、5’近傍の
コンクリートの仕上がり面が凹入することがあるが、こ
れを防止するために、図9に示すように両方の側板5、
5’の高さ(コンクリート15、15’の外周面を基準
とした高さ)をコンクリート15、15’の仕上がり内
周面より低くなるように形成するとよい。このようにす
ると、コンクリートの流動性が改善され、コンクリート
15、15’の内周面の仕上がり高さが均一化される。
In the propulsion pipe 1, the skeleton of the above-mentioned pipe body 2 and the skeleton of the lid 3 are housed in a cylindrical form in combination in a basket form, and then concrete is put thereinto. It is formed by rotating at high speed and applying centrifugal force. During the molding, the main body side plate 5 and the lid body side plate 5 'hinder the circumferential flow of the concrete, and the finished surface of the concrete near these side plates 5, 5' may be recessed. In order to do so, as shown in FIG.
The height of 5 ′ (height based on the outer peripheral surface of concrete 15, 15 ′) may be formed to be lower than the finished inner peripheral surface of concrete 15, 15 ′. By doing so, the fluidity of the concrete is improved, and the finished heights of the inner peripheral surfaces of the concretes 15 and 15 'are made uniform.

【0039】なお、両方の側板5、5’を上記のように
低く形成すると、コンクリート15、15’内周面との
間に凹部が生じるため、この部分にもコンクリートが充
填されることになるが、充填されたコンクリートは成形
後にハツリを加えることにより簡単に除去することがで
き、その除去によって本体側段差部32と蓋体側段差部
32’が生じる。これらの両段差部32、32’を周方
向に突き合わせると、長さ方向のパッキン33の装着溝
34が形成される。
If both side plates 5, 5 'are formed low as described above, a concave portion is formed between the inner peripheral surfaces of the concrete 15, 15', so that this portion is also filled with concrete. However, the filled concrete can be easily removed by adding a filer after molding, and the removal results in a main body side step 32 and a lid side step 32 '. When these two step portions 32 and 32 ′ are abutted in the circumferential direction, a mounting groove 34 of the packing 33 in the length direction is formed.

【0040】上記蓋体雌継手6’の継手板14’と蓋体
雄継手7’の大径継手板22’との間のコンクリート1
5’の露出部分を覆う鋼板製の保護用鋼板を該コンクリ
ート15’と一体に設けてもよい。図10は、両方の継
手板14’と22’を一体化することによりこれらの継
手板14’と22’を1枚の保護用鋼板35で兼用した
場合を示している。
Concrete 1 between the joint plate 14 'of the female cover joint 6' and the large-diameter joint plate 22 'of the male cover joint 7'.
A protective steel plate made of a steel plate covering the exposed portion of 5 ′ may be provided integrally with the concrete 15 ′. FIG. 10 shows a case where the two joint plates 14 ′ and 22 ′ are integrated and the joint plates 14 ′ and 22 ′ are also used by one protective steel plate 35.

【0041】上記の保護用鋼板35は、推進管1の埋設
後に、地上から誤ってボーリングなどを行った場合に、
推進管1が破壊されることを防止する。
The above-mentioned protective steel plate 35 is used when boring or the like is mistakenly performed from the ground after the propulsion pipe 1 is buried.
The propulsion pipe 1 is prevented from being destroyed.

【0042】実施形態の推進管1は以上のごときもので
あり、工場において遠心成形を行ったのち、蓋体3の吊
りボルト挿通孔27に吊りボルト37(図2参照)を取
付け、吊上げ機により蓋体3を管本体2から一旦外し
(図2の二点鎖線参照)、本体側板5と蓋体側板5’と
の間にシール剤36(図7参照)を充填したのち、再び
蓋体3をスリット4に嵌合係止させ、ボルト操作箱12
からボルト37をボルト孔11、11’に挿入すると共
に、ナット28に螺合して蓋体3を管本体2に一体に結
合し、更に雄継手31の小径継手板21、21’のまわ
りのリブ24、24’間にパッキン25を装着して現場
に輸送される。
The propulsion pipe 1 according to the embodiment is as described above. After centrifugal molding is performed in a factory, a suspension bolt 37 (see FIG. 2) is attached to the suspension bolt insertion hole 27 of the lid 3 and the lifting machine is used. The lid 3 is temporarily removed from the pipe main body 2 (see a two-dot chain line in FIG. 2), and a sealing agent 36 (see FIG. 7) is filled between the main body side plate 5 and the lid side plate 5 ′. Into the slit 4 and the bolt operation box 12
The bolt 37 is inserted into the bolt holes 11 and 11 ′ and the cover 3 is integrally connected to the pipe body 2 by screwing to the nut 28, and further, around the small-diameter joint plates 21 and 21 ′ of the male joint 31. The packing 25 is mounted between the ribs 24 and 24 'and transported to the site.

【0043】図11は上記の推進管1を用いて推進工法
を実施する発進坑38の部分を示している。発進坑38
の内部には所要数のジャッキ39と反力支持壁41等よ
りなる推進装置42及び基台40等が設置され、地上か
ら基台40上に吊り降ろした推進管1を順次継ぎ足して
地中の掘削坑43内に押し進める。発進坑38のまわり
の地上には、吊上げ機44、排泥タンク52、巻取りド
ラム53、その他推進工法に必要な各種機械器具が設置
され、これらに接続された各種の配管45、ケーブル4
6類が掘削坑43内の推進管1の内部に引き込まれる。
FIG. 11 shows a portion of a starting shaft 38 in which the above-described propulsion pipe 1 is used to carry out the propulsion method. Start pit 38
A propulsion device 42 including a required number of jacks 39, reaction force support walls 41, and the like, a base 40, and the like are installed in the inside. The propulsion pipes 1 suspended from the ground on the base 40 are sequentially added to each other, and Push into the excavation pit 43. On the ground around the starting pit 38, a lifting machine 44, a sludge tank 52, a winding drum 53, and other various kinds of machinery and equipment required for the propulsion method are installed, and various pipes 45 and cables 4 connected to these are installed.
Class 6 is drawn into the propulsion pipe 1 in the excavation pit 43.

【0044】推進装置42によって直接推進力が加えら
れる最後尾の推進管1の後端面にはクッション材49を
介して押輪47が介在される。この押輪47は図14に
示すように管本体2の端面と合致するスリット48を有
する欠円部材により形成される。
A push ring 47 is interposed on the rear end face of the rearmost propulsion tube 1 to which a propulsion force is directly applied by the propulsion device 42 via a cushion material 49. As shown in FIG. 14, the pressing ring 47 is formed by a missing circular member having a slit 48 that matches the end face of the tube body 2.

【0045】なお、図14において、押輪47の端面に
ジャッキ39を押し付ける位置を一点鎖線で示す。
In FIG. 14, the position at which the jack 39 is pressed against the end face of the pressing wheel 47 is indicated by a chain line.

【0046】図11のように、最後尾の推進管1の推進
を完了した状態において、配管45及びケーブル46は
押輪47のスリット48から地上に引き出され、配管4
5は所要の余長をもって排泥タンク52等に接続され、
またケーブル46は巻取りドラム53を経て所要の機器
に接続されている。
As shown in FIG. 11, when the propulsion of the last propulsion pipe 1 is completed, the pipe 45 and the cable 46 are pulled out from the slit 48 of the push wheel 47 to the ground, and the pipe 4
5 is connected to the sludge tank 52 or the like with a required extra length,
The cable 46 is connected to required equipment via a winding drum 53.

【0047】次に、図12に示すように、新しい推進管
1を発進坑38に吊込む前に推進装置42を収縮させ、
押輪47を吊上げ機44により後方に移動させ、その押
輪47と最後尾の推進管1との間に新しい推進管1を吊
込む。基台40上で最後尾の推進管1との芯合わせを行
い、新しい推進管1内部から作業者がボルト操作箱12
(図7(b)参照)に工具を差入れをボルト37を外
す。
Next, as shown in FIG. 12, the propulsion device 42 is contracted before the new propulsion pipe 1 is suspended in the starting shaft 38,
The push wheel 47 is moved backward by the lifting device 44, and a new propulsion pipe 1 is suspended between the push wheel 47 and the last propulsion pipe 1. The center is aligned with the last propulsion tube 1 on the base 40, and the operator operates the bolt operation box 12 from inside the new propulsion tube 1.
(Refer to FIG. 7 (b)) Insert a tool and remove the bolt 37.

【0048】しかる後に、図13に示すように蓋体3を
吊上げて管本体2のスリット4を開放し、そのスリット
4及び押輪47のスリット48に、最後尾の推進管1の
後端から引き出されている配管45及びケーブル46を
通す(図14参照)。その後再び蓋体3をスリット4に
嵌合係止させ、ボルト37を締結する。次に、最後尾の
推進管1の後端部の雌継手29の端板13、13’と、
新しい推進管1の雄継手31の端板19、19’との間
にクッション材49を介在させると共に、シール剤51
を注入する(図8参照)。
Thereafter, as shown in FIG. 13, the lid 3 is lifted to open the slit 4 of the pipe main body 2 and the slit 4 and the slit 48 of the pressing ring 47 are pulled out from the rear end of the last propulsion pipe 1. The pipe 45 and the cable 46 are passed (see FIG. 14). Thereafter, the lid 3 is fitted and locked in the slit 4 again, and the bolt 37 is fastened. Next, the end plates 13, 13 'of the female joint 29 at the rear end of the last propulsion tube 1,
A cushion material 49 is interposed between the new propulsion pipe 1 and the end plates 19 and 19 ′ of the male joint 31, and a sealant 51 is provided.
(See FIG. 8).

【0049】その後、推進装置42を寸動させて押輪4
7と共に、新しい推進管1を押し、その推進管1の雄継
手31を最後尾の推進管1の雌継手29に差込む。その
差込みによりパッキン25が雌継手29の内周面に密着
すると共に、シール剤51が圧縮され、すき間に侵入す
る。この場合のシール剤51としては、液状ポリブタジ
ェンに硬化剤を加えたもの(「TSシール」の商品名で
市販されている。)が好適である。
Thereafter, the propulsion device 42 is slightly moved to move the pressing wheel 4.
7, the new propulsion pipe 1 is pushed, and the male joint 31 of the propulsion pipe 1 is inserted into the female joint 29 of the last propulsion pipe 1. As a result of the insertion, the packing 25 comes into close contact with the inner peripheral surface of the female joint 29, and the sealing agent 51 is compressed and enters the gap. As the sealant 51 in this case, a material obtained by adding a curing agent to liquid polybutadiene (commercially available under the trade name of “TS seal”) is preferable.

【0050】以上のような準備を終えたのち推進装置4
2を駆動させて新しい推進管1と共に掘削坑43内の全
ての先行推進管1を推進させる。以後同様にして次々に
新しい推進管の継ぎ足しと推進を行う。
After completing the above preparations, the propulsion device 4
2 is driven to propel all the preceding propulsion tubes 1 in the excavation pit 43 together with the new propulsion tube 1. Thereafter, a new propulsion pipe is added and propelled one after another in the same manner.

【0051】なお、配管45は地上において適当な余長
をとっておくことにより、その余長がなくなるまでは継
ぎ足しは必要としないが、余長が無くなると新しい配管
45を継ぎ足す必要がある。この場合の継ぎ足しはヘッ
ド差の影響のない地上で行うので、排泥の噴出による周
辺の汚損はない。
The pipe 45 has an appropriate extra length on the ground, so that it is not necessary to add another pipe until the extra length is exhausted. However, when the extra length is exhausted, it is necessary to add a new pipe 45. In this case, since the replenishment is performed on the ground which is not affected by the head difference, there is no contamination of the surrounding area due to the ejection of the sludge.

【0052】[0052]

【発明の効果】以上のように、この発明に係る推進管及
び押輪は、スリットを有するため、推進管の継ぎ足し時
に配管類やケーブル類の切り離し、再接続の必要がな
く、従って継ぎ足し作業の能率が著しく向上し、また排
泥が噴出することもないので周辺の汚損が防止される。
また配管類は可撓性チューブを用いることができるの
で、カーブ部分も継手を用いることなく対処することが
できる。
As described above, since the propulsion pipe and the press ring according to the present invention have slits, there is no need to disconnect and reconnect pipes and cables when adding the propulsion pipe. Is greatly improved, and the surrounding area is prevented from being polluted because no mud is blown out.
Further, since a flexible tube can be used for the piping, a curved portion can be dealt with without using a joint.

【0053】また、上記の推進管の管本体及び蓋体は鉄
筋コンクリート製であり所要の肉厚があるが、蓋体は管
体のスリットの内側に嵌合されるので、外周面に段差を
生じることがなく、通常の円筒形の推進管と同様に取扱
うことができる。
The pipe body and lid of the propulsion pipe are made of reinforced concrete and have a required thickness. However, since the lid is fitted inside the slit of the pipe, a step is formed on the outer peripheral surface. And can be handled in the same manner as a normal cylindrical propulsion pipe.

【0054】更に、管本体と蓋体は、本体側板と蓋体側
板を介して相互に独立しているので、両者を一体に遠心
成形したのちに、管本体から蓋体を容易に分離すること
ができる。
Further, since the pipe main body and the lid are independent from each other via the main body side plate and the lid side plate, the lid can be easily separated from the pipe main body after the both are integrally formed by centrifugal molding. Can be.

【0055】また、請求項2の発明は、管本体に対する
蓋体の径方向及び長さ方向の位置決めが確実となる。請
求項3の発明は、通常の推進管と同程度の耐荷重性が得
られる。請求項4の発明は、管本体と蓋体の鉄筋を含む
骨格を独立に構成することが容易になる。請求項5の発
明は相い欠き継ぎにより継手部分のシール性が向上す
る。請求項6の発明は誤って地上からボーリング等が行
われた場合の推進管の破損を防止できる。請求項7の発
明は遠心成形時のコンクリートの仕上がり厚さが均一に
なると共に、本体側板と蓋体側板との間のシール性が向
上する。
Further, according to the second aspect of the present invention, the positioning of the lid in the radial direction and the length direction with respect to the pipe main body is ensured. According to the third aspect of the present invention, a load resistance equivalent to that of a normal propulsion pipe can be obtained. According to the fourth aspect of the invention, it is easy to independently configure the skeleton including the reinforcing bar of the pipe main body and the lid. According to the fifth aspect of the present invention, the sealability of the joint portion is improved by the joint break. The invention according to claim 6 can prevent breakage of the propulsion pipe when boring is performed from the ground by mistake. According to the invention of claim 7, the finished thickness of the concrete at the time of centrifugal molding becomes uniform, and the sealing property between the main body side plate and the lid side plate is improved.

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

【図1】(a)実施形態の推進管の斜視図 (b)同上の分解斜視図FIG. 1A is a perspective view of a propulsion pipe according to an embodiment. FIG. 1B is an exploded perspective view of the same.

【図2】同上の拡大断面図FIG. 2 is an enlarged sectional view of the above.

【図3】同上の圧力分布図FIG. 3 is a pressure distribution diagram of the above.

【図4】(a)同上の蓋体の一部斜視図 (b)同上の管本体の一部斜視図FIG. 4 (a) is a partial perspective view of a lid body of the above, and (b) is a partial perspective view of a pipe body of the same.

【図5】同上の一部切欠分解斜視図FIG. 5 is a partially cut-away exploded perspective view of the same.

【図6】同上の管本体の前端部分の斜視図FIG. 6 is a perspective view of a front end portion of the pipe body according to the first embodiment;

【図7】(a)図1(a)の7a−7a線の断面図 (b)図1(b)の7b−7b線の断面図7A is a sectional view taken along line 7a-7a in FIG. 1A. FIG. 7B is a sectional view taken along line 7b-7b in FIG. 1B.

【図8】同上の推進管の突き合わせ部分の断面図FIG. 8 is a sectional view of a butt portion of the propulsion tube according to the first embodiment.

【図9】図1(a)の7a−7a線の変形例の断面図FIG. 9 is a sectional view of a modified example taken along line 7a-7a of FIG.

【図10】(a)同上の蓋体の変形例の斜視図 (b)(a)図の拡大断面図10 (a) is a perspective view of a modification of the above lid, and FIG. 10 (b) is an enlarged sectional view of FIG. 10 (a).

【図11】推進工法実施の状況を示す断面図FIG. 11 is a sectional view showing the state of implementation of the propulsion method.

【図12】推進工法実施の状況を示す断面図FIG. 12 is a sectional view showing the state of implementation of the propulsion method.

【図13】推進工法実施の状況を示す断面図FIG. 13 is a sectional view showing the state of implementation of the propulsion method.

【図14】推進工法実施時の一部斜視図FIG. 14 is a partial perspective view when the propulsion method is implemented.

【符号の説明】[Explanation of symbols]

1 推進管 2 管本体 3 蓋体 4 スリット 5 本体側板 5’ 蓋体側板 6 本体雌継手 6’ 蓋体雌継手 7 本体雄継手 7’ 蓋体雄継手 8 係止段部 8’ 係止凹部 9 位置決め凹部 9’ 位置決め凸部 11 ボルト孔 11’ ボルト孔 12 ボルト操作箱 13 端板 13’ 端板 14 継手板 14’ 継手板 15 コンクリート 15’ コンクリート 16 下段突部 16’ 下段凹部 17 段部 17’ 段部 18 小径部 18’ 小径部 19 端板 19’ 端板 21 小径継手板 21’ 小径継手板 22 大径継手板 22’ 大径継手板 23 スペーサ 23’ スペーサ 24 リブ 24’ リブ 25 パッキン 26 鉄筋 26’ 鉄筋 27 吊りボルト挿通孔 28 ナット 29 雌継手 31 雄継手 32 本体側段差部 32’ 蓋体側段差部 33 パッキン 34 装着溝 35 保護用鋼板 36 シール剤 37 吊りボルト 38 発進坑 39 ジャッキ 40 基台 41 反力支持壁 42 推進装置 43 排泥タンク 44 巻取りドラム 45 配管 46 ケーブル 47 押輪 48 スリット 49 クッション材 51 シール剤 52 掘削坑 53 吊上げ機 DESCRIPTION OF SYMBOLS 1 Propulsion pipe 2 Pipe main body 3 Lid 4 Slit 5 Main body side plate 5 'Lid side plate 6 Main body female joint 6' Lid female joint 7 Main body male joint 7 'Lid male joint 8 Locking step 8' Locking recess 9 Positioning recess 9 'Positioning projection 11 Bolt hole 11' Bolt hole 12 Bolt operation box 13 End plate 13 'End plate 14 Joint plate 14' Joint plate 15 Concrete 15 'Concrete 16 Lower protrusion 16' Lower recess 17 Step 17 ' Step 18 Small diameter portion 18 'Small diameter portion 19 End plate 19' End plate 21 Small diameter joint plate 21 'Small diameter joint plate 22 Large diameter joint plate 22' Large diameter joint plate 23 Spacer 23 'Spacer 24 Rib 24' Rib 25 Packing 26 Iron bar 26 'Reinforcing bar 27 Hanging bolt insertion hole 28 Nut 29 Female joint 31 Male joint 32 Body side step 32' Lid side step 33 Packing 34 Mounting groove 3 Reference Signs List 5 protection steel plate 36 sealant 37 hanging bolt 38 launching pit 39 jack 40 base 41 reaction force support wall 42 propulsion device 43 muddy tank 44 winding drum 45 pipe 46 cable 47 press ring 48 slit 49 cushion material 51 sealant 52 excavation Pit 53 lifting machine

───────────────────────────────────────────────────── フロントページの続き (72)発明者 宮原 強 滋賀県愛知郡愛知川町大字東円堂961番 地 栗本コンクリート工業株式会社内 (72)発明者 岡本 佳和 滋賀県蒲生郡竜王町大字山面373番地の 47 (56)参考文献 実開 平2−106093(JP,U) (58)調査した分野(Int.Cl.6,DB名) E21D 9/06 311 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Tsuyoshi Miyahara 961 Toendo, Aichigawa-cho, Aichi-gun, Shiga Prefecture Inside Kurimoto Concrete Industry Co., Ltd. 47 at 373 (56) References JP2-106093 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) E21D 9/06 311

Claims (8)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所要幅のスリットを全長にわたり設けた
鉄筋コンクリート製の管本体と、上記スリット内に嵌脱
自在に嵌合係止される鉄筋コンクリート製の蓋体とから
なり、上記管本体のスリットの両内側面にそれぞれ管本
体の内部鉄筋と一体の本体側板が設けられ、上記蓋体の
両外側面にそれぞれその内部鉄筋と一体の蓋体側板が設
けられ、上記蓋体を管本体のスリット内に嵌合係止させ
て上記本体側板と蓋体側板相互を結合手段により結合一
体化してなる推進工法用の推進管。
1. A reinforced concrete pipe main body provided with a slit of a required width over the entire length, and a reinforced concrete lid body fitted and locked in the slit so as to be freely detachable. A body side plate integral with the internal reinforcing bar of the pipe body is provided on each of the inner side surfaces, and a lid body side plate integral with the internal reinforcing bar is provided on each of the outer side surfaces of the lid. A propulsion pipe for a propulsion method, wherein the main body side plate and the lid side plate are connected and integrated by a connecting means.
【請求項2】 上記本体側板に上記スリットの内方へ突
き出した係止段部を全長にわたり設けると共に、該本体
側板の一部に位置決め部を設け、上記蓋体側板に上記係
止段部に係合する係合凹所をその全長にわたり設けると
共に、該蓋体側板の一部に上記位置決め部と嵌合して管
本体に対する蓋体の長さ方向の位置決めを行う相手位置
決め部を設けてなる請求項1に記載の推進工法用の推進
管。
2. A locking step projecting inwardly of the slit is provided on the main body side plate over the entire length, a positioning portion is provided on a part of the main body side plate, and the locking step is provided on the lid side plate. An engaging recess to be engaged is provided over the entire length thereof, and a mating positioning portion is provided at a part of the lid body side plate to be fitted with the positioning portion to perform positioning of the lid body in the longitudinal direction with respect to the tube body. A propulsion pipe for a propulsion method according to claim 1.
【請求項3】 上記スリットが管本体の90度又は90
度近辺の中心角に相当する幅を有する請求項1又は2に
記載の推進工法用の推進管。
3. The tube according to claim 1, wherein the slit is 90 degrees or 90 degrees.
The propulsion pipe for a propulsion method according to claim 1 or 2, having a width corresponding to a central angle near the degree.
【請求項4】 上記管本体はその一端部に本体雌継手を
有すると共に他端部に本体雄継手を有し、上記蓋体はそ
の一端部に蓋体雌継手を有すると共に他端部に蓋体雄継
手を有し、上記蓋体を管本体のスリットに嵌合係止させ
た状態において、上記本体雌継手と蓋体雌継手が一つの
雌継手を形成し、上記本体雄継手と蓋体雄継手が一つの
雄継手を形成する請求項1から3のいずれかに記載の推
進工法用の推進管。
4. The tube main body has a female body joint at one end and a male body joint at the other end, and the lid has a female joint at one end and a lid at the other end. In a state where the main body female joint and the lid female joint form one female joint, the main body male joint and the lid 4. The propulsion pipe for a propulsion method according to claim 1, wherein the male joint forms one male joint.
【請求項5】 上記本体雌継手と本体雄継手の各両側縁
にそれぞれ相い欠き継ぎ用の下段突部を設け、上記蓋体
雌継手と蓋体雄継手の各両側縁に上記下段突部に係合す
る相い欠き継ぎ用の下段凹部をそれぞれ設けてなる請求
項1から4のいずれかに記載の推進工法用の推進管。
5. A lower projection for connecting and disconnecting is provided on each of both side edges of the female female joint and the male male joint, and the lower projection is provided on both lateral edges of the female female cover and the male male cover. The propulsion pipe for a propulsion method according to any one of claims 1 to 4, further comprising a lower recessed portion for a joint which engages with the lower portion.
【請求項6】 上記蓋体の上面に保護用鋼板を一体に設
けてなる請求項1から5のいずれかに記載の推進工法用
の推進管。
6. The propulsion pipe for a propulsion method according to claim 1, wherein a protective steel plate is integrally provided on an upper surface of the lid.
【請求項7】 上記本体側板及び蓋体側板の推進管内周
側の辺縁の高さを、それぞれ管本体及び蓋体のコンクリ
ート外周面を基準にしてこれらのコンクリート内周面よ
り低く形成することにより、それぞれ本体側段差部及び
蓋体側段差部を形成し、これらの段差部を周方向に突き
合わせてシール部材の装着溝を形成した請求項1から6
のいずれかに記載の推進工法用の推進管。
7. The height of the inner peripheral side of the main body side plate and the lid body side plate on the inner peripheral side of the propulsion pipe is formed lower than the concrete inner peripheral surface of the pipe main body and the lid body with reference to the concrete outer peripheral surface thereof. The main body side step portion and the lid body side step portion are formed respectively, and these step portions are butted in the circumferential direction to form a mounting groove for the seal member.
A propulsion pipe for a propulsion method according to any one of the above.
【請求項8】 請求項1から7のいずれかに記載の推進
工法用の推進管の管本体のスリットと同じ幅のスリット
を有する欠円形部材でなる推進工法用の押輪。
8. A push ring for a propulsion method comprising a cutout circular member having a slit having the same width as a slit of a pipe body of the propulsion method for a propulsion method according to any one of claims 1 to 7.
JP9142442A 1997-05-30 1997-05-30 Propulsion pipe and pushing wheel for propulsion method Expired - Fee Related JP2991674B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9142442A JP2991674B2 (en) 1997-05-30 1997-05-30 Propulsion pipe and pushing wheel for propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9142442A JP2991674B2 (en) 1997-05-30 1997-05-30 Propulsion pipe and pushing wheel for propulsion method

Publications (2)

Publication Number Publication Date
JPH10331579A JPH10331579A (en) 1998-12-15
JP2991674B2 true JP2991674B2 (en) 1999-12-20

Family

ID=15315415

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9142442A Expired - Fee Related JP2991674B2 (en) 1997-05-30 1997-05-30 Propulsion pipe and pushing wheel for propulsion method

Country Status (1)

Country Link
JP (1) JP2991674B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002256792A (en) * 2001-02-28 2002-09-11 Nippon Zenith Pipe Co Ltd Concrete tube
JP4501335B2 (en) * 2002-09-26 2010-07-14 藤村ヒューム管株式会社 Flexible fume tube, manufacturing method of flexible fume tube, flexible box culvert, and manufacturing method of flexible box culvert
JP2005308034A (en) * 2004-04-19 2005-11-04 Shikoku Hume Kan Kk Pipe body having joint and pipe body connecting method
JP6293496B2 (en) * 2014-01-21 2018-03-14 株式会社関電工 Simple rotary shaft device for main pusher in small-diameter propulsion method and propulsion method using the same
JP6785587B2 (en) * 2016-06-27 2020-11-18 株式会社鴻池組 Consolidation material filling status detection method and consolidation material filling status detection system

Also Published As

Publication number Publication date
JPH10331579A (en) 1998-12-15

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