JPH04112990U - underground pipe - Google Patents

underground pipe

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Publication number
JPH04112990U
JPH04112990U JP40619490U JP40619490U JPH04112990U JP H04112990 U JPH04112990 U JP H04112990U JP 40619490 U JP40619490 U JP 40619490U JP 40619490 U JP40619490 U JP 40619490U JP H04112990 U JPH04112990 U JP H04112990U
Authority
JP
Japan
Prior art keywords
main body
pipe
press
pipe main
underground
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.)
Granted
Application number
JP40619490U
Other languages
Japanese (ja)
Other versions
JPH083517Y2 (en
Inventor
佐和士 西谷
政彦 西岡
勇八朗 内山
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP1990406194U priority Critical patent/JPH083517Y2/en
Publication of JPH04112990U publication Critical patent/JPH04112990U/en
Application granted granted Critical
Publication of JPH083517Y2 publication Critical patent/JPH083517Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】 【目的】 鋼管よりなる管体を地中に並列状態に埋設す
る際に、各管体の圧入状態を監視できるようにする。 【構成】 管主体1の側面に内部から蓋体3によって開
閉自在に閉止された透窓2を長さ方向に適宜間隔毎に設
けると共に透窓2間に中心線17を設けておき、この管主
体1の圧入、埋設時に透窓2を開いて既に埋設された管
主体1を対向側面に設けた中心線17を目安にして管主体
1の圧入状態を監視するように構成した地中敷設管。
(57) [Summary] [Purpose] To enable monitoring of the press-fit condition of each pipe when burying steel pipes in parallel underground. [Structure] Transparent windows 2, which can be opened and closed from the inside by lids 3, are provided on the side surface of the tube main body 1 at appropriate intervals in the length direction, and a center line 17 is provided between the transparent windows 2. An underground pipe configured to monitor the press-fitting state of the pipe main body 1 by opening the transparent window 2 at the time of press-fitting and burying the pipe main body 1 and using the center line 17 provided on the opposite side of the already buried pipe main body 1 as a guide. .

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、地中に並列状態で埋設される鋼管よりなる地中敷設管の改良に関す るものである。 This invention relates to the improvement of underground pipes made of steel pipes buried in parallel underground. It is something that

【0002】0002

【従来の技術】[Conventional technology]

従来から、例えば鉄道と道路とを立体交差にするための地下構造物を築造する 場合、鉄道又は道路を挟んでその両側に立坑を掘削したのち、両立坑間に鋼管を 並列状態に埋設し、この鋼管列の後端面に既製の地下構造物の上床前端面を当接 させて地下構造物を推進させることにより、鋼管列を他方の立坑に押し出しなが らこの鋼管列をガイドとして地下構造物を地中に埋設させる地下構造物の構築方 法が知られている。 Traditionally, underground structures have been constructed to create grade-separated intersections between railways and roads, for example. In such cases, a shaft is excavated on both sides of the railway or road, and then a steel pipe is installed between both shafts. The steel pipes are buried in parallel, and the front end of the upper floor of the ready-made underground structure is brought into contact with the rear end of this row of steel pipes. by pushing the steel pipe row into the other shaft. How to construct an underground structure by burying the underground structure underground using the steel pipe rows as a guide. The law is known.

【0003】 このような工法において、上記のように予め立坑間の地中に鋼管列を敷設する には、まず、一本の鋼管を一方の立坑から他方の立坑に向かって片押しすると共 に内部に挿入したアースオーガによって前方の地盤を掘削しながら埋設したのち この鋼管の側面に沿って次の鋼管を同様の作業によって圧入し、この作業を繰り 返し行うことによって敷設している。0003 In this construction method, rows of steel pipes are laid underground between the shafts in advance as described above. To do this, first push a steel pipe from one shaft toward the other. The ground was buried while excavating the ground in front using an earth auger inserted inside the building. Press fit the next steel pipe along the side of this steel pipe in the same way and repeat this process. It is laid down by doing a return.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

しかしながら、鋼管を地中に圧入する際、地盤の硬軟による強度差や地盤中に 存在する転石等によって、さらにはアースオーガの回転反力等によって圧入状態 が変化し、例え、鋼管の対向側面同士がジョイントにより互いに係合していても 該ジョイントが外れたりして複数本の鋼管をその全長に亘って同一水平面に連な るように圧入することが困難となり、鋼管が先端に行くに従って互いに上下方向 に変位して鋼管列の下面が凹凸となって爾後における上記既製地下構造物の埋設 作業に支障をきたすことになる。 However, when press-fitting steel pipes into the ground, there are differences in strength due to the hardness and softness of the ground. The press-fit condition may be caused by existing boulders, etc., or by the rotational reaction force of the earth auger. changes, even if the opposite sides of the steel pipe are engaged with each other by a joint. If the joint comes off and multiple steel pipes are connected in the same horizontal plane along their entire length. This makes it difficult to press-fit the steel pipes in a vertical direction toward the tip. Due to the displacement, the lower surface of the steel pipe row became uneven, which caused the underground structure to be buried. This will hinder your work.

【0005】 このため、鋼管の圧入中に、該鋼管が正確な方向に推進しているかどうかを、 アースオーガを引き抜いて測量しなければならず、その作業が煩雑であると共に 鋼管の圧入作業が能率よく行えないという問題点があった。[0005] For this reason, during press-fitting of a steel pipe, it is possible to check whether the steel pipe is being propelled in the correct direction. It is necessary to pull out the earth auger and survey, which is a complicated work and There was a problem in that the press-fitting of steel pipes could not be carried out efficiently.

【0006】[0006]

【課題を解決するための手段】[Means to solve the problem]

本考案はこのような問題点を解消し得る地中敷設管体の提供を目的とするもの で、管主体1の側面に、長さ方向に所望間隔毎に透窓2を設け、この透窓2を蓋 体3によって着脱自在に閉止してなることを特徴とするものである。 The purpose of this invention is to provide an underground pipe that can solve these problems. Then, transparent windows 2 are provided at desired intervals in the length direction on the side surface of the pipe main body 1, and the transparent windows 2 are closed with a lid. It is characterized by being detachably closed by the body 3.

【0007】[0007]

【作用】[Effect]

上記のように構成したので、一本の管主体1を地中に埋設したのち、この管主 体1の側面に沿って次の管主体1を圧入する場合、既に埋設している管主体1内 に作業員等が入って該管主体1の適所の透窓2の蓋体3を取り外し、該透窓2か ら圧入中の管主体1の圧入状態を監視するものである。 With the above configuration, after burying one pipe main body 1 underground, When press-fitting the next pipe main body 1 along the side of the pipe main body 1, the inside of the pipe main body 1 that has already been buried. A worker or the like enters the pipe body 1 and removes the lid 3 of the transparent window 2 at the appropriate location and removes the transparent window 2 from the pipe body 1. This is to monitor the press-fitting state of the tube main body 1 during press-fitting.

【0008】[0008]

【実施例】【Example】

次に、本考案の実施例を図面について説明すると、1は断面矩形状の角型鋼管 よりなる一定長さ寸法を有する管主体で、その両側面に長さ方向に適宜間隔毎に 矩形状の透窓2を設けて該透窓2を通じてこの管主体1内から外部を透視可能に してあり、さらに、通常においては各透窓2を蓋体3によって閉止してある。 Next, an embodiment of the present invention will be explained with reference to the drawings. 1 is a square steel pipe with a rectangular cross section. It is a main body of a pipe with a certain length dimension, and on both sides there are A rectangular transparent window 2 is provided so that the outside can be seen from inside the tube main body 1 through the transparent window 2. Furthermore, each transparent window 2 is normally closed with a lid 3.

【0009】 この蓋体3は、図2、3に示すように、透窓2よりも大きく形成されていると 共にその片面中央部に管主体1と略同一肉厚にして透窓2に嵌合させる矩形状の 嵌め込み板部4を一体に設けてあり、さらに、周縁部複数個所にボルト取付孔5 を穿設してある。また、管主体1の内面における透窓2の周縁部には前記ボルト 取付孔5と合致する螺子孔6を設けてあり、ボルト取付孔5から螺子孔6にボル ト7を螺締させることによって蓋体3を透窓2に着脱自在に取付けているもので ある。[0009] As shown in FIGS. 2 and 3, this lid body 3 is formed larger than the transparent window 2. Both have a rectangular shape having approximately the same wall thickness as the tube main body 1 and fitting into the transparent window 2 at the center of one side thereof. A fitting plate portion 4 is provided integrally, and bolt mounting holes 5 are provided at multiple locations on the periphery. has been drilled. Further, the bolts are attached to the peripheral edge of the transparent window 2 on the inner surface of the tube main body 1. A screw hole 6 is provided that matches the mounting hole 5, and a bolt is inserted from the bolt mounting hole 5 into the screw hole 6. The cover body 3 is detachably attached to the transparent window 2 by screwing the cover 7. be.

【0010】 8は管主体1の上面に敷設した平帯鋼板よりなる縁切板である。又、管主体1 の両側面中央に隣接する透窓2、2間に亘って水平中心線17を設けてある。0010 Reference numeral 8 denotes an edge cutting plate made of a flat steel strip laid on the upper surface of the pipe main body 1. Also, pipe main body 1 A horizontal center line 17 is provided between the transparent windows 2, which are adjacent to each other at the center of both sides.

【0011】 このように構成した管体を、例えば地下構造物の築造に使用するには、図4に 示すように、まず、地下構造物を築造すべき地盤に発進側立坑9と到達側立坑10 とを掘削したのち、発進側立坑9から管主体1を到達側立坑10に向かって圧入す る。この際、管主体1内に図6に示すようにアースオーガ11を挿入し、このアー スオーガ11を回転駆動させながら前方の地盤を掘削し、後方に排除すると共に発 進側立坑9から管主体1をジャッキ等の適宜な押圧手段によって押し進める。[0011] In order to use the pipe constructed in this way for example in the construction of an underground structure, the method shown in Fig. 4 is used. As shown, first, a starting side shaft 9 and an arrival side shaft 10 are built on the ground where the underground structure is to be constructed. After excavating, press the pipe main body 1 from the starting side vertical shaft 9 toward the destination side vertical shaft 10. Ru. At this time, insert the earth auger 11 into the pipe main body 1 as shown in FIG. Excavate the ground in front while rotating Suoger 11, remove it to the rear, and emit The pipe main body 1 is pushed forward from the advancement side shaft 9 by an appropriate pressing means such as a jack.

【0012】 この管主体1が地中に圧入されると、該管主体1の後端に次の管主体1を継ぎ 足すと共にアースオーガ11も継ぎ足して上記同様に圧入し、この作業を繰り返し て直列に連結した管主体1を両立坑間に埋設する。なお、この作業時に最初に埋 設される管主体1の縁切板8の先端を該管主体1の先端に溶接等によって一体に 固着しておき、後続する管主体1の縁切板8は先に埋設した管主体1の縁切板8 の後端に溶接等によって一体に連結する。0012 When this pipe main body 1 is press-fitted into the ground, the next pipe main body 1 is connected to the rear end of the pipe main body 1. At the same time, add earth auger 11 and press-fit it in the same way as above, and repeat this process. The pipe bodies 1 connected in series are buried between both vertical shafts. Please note that when doing this, please fill in the The tip of the edge cutting plate 8 of the pipe main body 1 to be installed is integrated with the tip of the pipe main body 1 by welding or the like. The edge cutting plate 8 of the subsequent pipe main body 1 is fixed to the edge cutting plate 8 of the pipe main body 1 buried earlier. It is integrally connected to the rear end by welding, etc.

【0013】 こうして、両立坑9、10間に直列状に管主体1を埋設したのち、次に、これら の管主体1の側面に次の管主体1を並列するように上記同様な手段によって圧入 するものであるが、予め、管主体1の両側面に互いに係合可能なジョイント12、 13を長さ方向に突設しておき、既に埋設された管主体1のジョイント12に次に圧 入する管主体1のジョイント13を係合させながら圧入することが好ましい。[0013] In this way, after burying the main pipe body 1 in series between the shafts 9 and 10, Press fit the next pipe main body 1 in parallel to the side surface of the pipe main body 1 by using the same method as above. However, in advance, joints 12, which can be engaged with each other, are provided on both sides of the pipe main body 1. 13 protruding in the length direction, and then apply pressure to the joint 12 of the pipe main body 1 that has already been buried. It is preferable to press fit while engaging the joint 13 of the tube main body 1 to be inserted.

【0014】 この圧入作業中において、既に埋設された管主体1内の空間を利用して該管主 体1内に作業員が入り、その適所の蓋体3を取り外して透窓2を開口させると、 その透窓2を通して圧入中の管主体1の圧入状態を既に埋設された管主体1の中 心線17を目視することによって監視でき、従来のようにアースオーガ11を引き抜 くことなく精度の確認が可能となるものである。[0014] During this press-fitting work, the space inside the pipe main body 1 that has already been buried is used to When a worker enters the body 1, removes the lid 3 at the appropriate place and opens the transparent window 2, The press-fitting state of the pipe main body 1 being press-fitted through the transparent window 2 is checked inside the pipe main body 1 that has already been buried. It can be monitored by visually observing the core wire 17, and the earth auger 11 can be pulled out as before. This makes it possible to check the accuracy without any trouble.

【0015】 上記圧入作業を繰り返し行って直列状に連結した管主体1を横方向に並列させ た後、最後列の管主体1上に敷設している縁切板8をターンバックル14等を介し て発進側立坑9に固定させると共に到達側立坑10に突設している管主体1列の先 端から最前側の縁切板8の先端部を切除等して切り離したのち、該立坑9に既製 の地下構造物15を配設し、この地下構造物の上床部分の前端面を管主体1列の後 端面に当接させてジャッキ16により押進めると共に地下構造物15前方の地盤を掘 削する。[0015] By repeating the above press-fitting operation, the pipe main bodies 1 connected in series are arranged in parallel in the horizontal direction. After that, insert the edge cutting plate 8 installed on the pipe main body 1 in the last row through the turnbuckle 14, etc. The tip of one row of main pipes is fixed to the starting side shaft 9 and protrudes into the destination side shaft 10. After cutting off the tip of the edge cutting plate 8 on the frontmost side from the end and separating it, An underground structure 15 is installed, and the front end of the upper floor of this underground structure is placed behind one row of main pipes. The ground in front of the underground structure 15 is dug while pushing it forward with the jack 16 while touching the end face. cut down

【0016】 そうすると、該地下構造物15は縁切板8の下面にその上面を摺接させながら前 進し、その前進に従って管主体1が到達側立坑10に押し出され、撤去される。こ の地下構造物15の埋設が完了すると、次の地下構造物15を接続させて同様に推進 埋設させ、この作業を繰り返し行うことにより、両立坑9、10間に一連の地下構 造物による地下道等を形成するものである。[0016] Then, the underground structure 15 moves forward with its upper surface slidingly in contact with the lower surface of the edge cutting plate 8. As the pipe main body 1 advances, it is pushed out into the destination shaft 10 and removed. child When the burial of underground structure 15 is completed, the next underground structure 15 is connected and promoted in the same way. By repeating this process, a series of underground structures will be created between both shafts 9 and 10. This is a structure that forms an underground passage.

【0017】 なお、以上の実施例においては管主体1を地下構造物の築造法に使用したが、 トンネル等の掘削時における覆工部材としても採用でき、このような場合には縁 切板8を必要としないのは勿論である。[0017] In addition, in the above embodiment, the pipe main body 1 was used in the construction method of the underground structure, but It can also be used as a lining material when excavating tunnels, etc. In such cases, the edge Of course, the cutting plate 8 is not required.

【0018】[0018]

【考案の効果】[Effect of the idea]

以上のように本考案の地中敷設管体によれば、管主体1の側面に、長さ方向に 所望間隔毎に透窓2を設け、この透窓2を蓋体3によって着脱自在に閉止してな るものであるから、一本の管主体1を地中に埋設したのち、この管主体1の側面 に沿って次の管主体1を圧入する場合、既に埋設している管主体1内に作業員等 が入って該管主体1の適所の透窓2の蓋体3を取り外すことによって該透窓2か ら圧入中の管主体1の圧入状態を監視することができ、従って従来のように圧入 中の管体からアースオーガ等の掘削機械を引き抜く作業を無くすることができ、 その作業時に生じる事故要因を排除し得るばかりでなく、管の圧入、埋設作業を 能率よく行えるものである。 As described above, according to the underground pipe body of the present invention, on the side surface of the pipe body 1, in the length direction. Transparent windows 2 are provided at desired intervals, and the transparent windows 2 are removably closed with lids 3. Therefore, after one pipe main body 1 is buried underground, the side surface of this pipe main body 1 is When press-fitting the next pipe main body 1 along the The transparent window 2 is removed by removing the lid 3 of the transparent window 2 at the appropriate position of the tube main body 1. It is possible to monitor the press-fitting state of the pipe main body 1 during press-fitting. This eliminates the need to pull out an earth auger or other excavating machine from the inner tube. This not only eliminates the causes of accidents that may occur during this work, but also eliminates the need for press-fitting and burying pipes. It can be done efficiently.

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

【図1】管体の側面図[Figure 1] Side view of the tube body

【図2】その縦断正面図[Figure 2] Its vertical front view

【図3】蓋体の斜視図[Figure 3] Perspective view of the lid

【図4】使用例を示す簡略縦断側面図[Figure 4] Simplified vertical side view showing an example of use

【図5】その縦断正面図[Figure 5] Its vertical front view

【図6】アースオーガを挿入した状態の縦断正面図。FIG. 6 is a vertical sectional front view with the earth auger inserted.

【符号の説明】[Explanation of symbols]

1 管主体 2 透窓 3 蓋体。 1 Management entity 2 Transparent window 3 Lid body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 管主体1の側面に、長さ方向に所望間隔
毎に透窓2を設け、この透窓2を蓋体3によって着脱自
在に閉止してなることを特徴とする地中敷設管。
1. An underground installation characterized in that transparent windows 2 are provided on the side surface of a pipe main body 1 at desired intervals in the length direction, and the transparent windows 2 are removably closed by a lid body 3. tube.
JP1990406194U 1990-12-28 1990-12-28 Underground pipe Expired - Lifetime JPH083517Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990406194U JPH083517Y2 (en) 1990-12-28 1990-12-28 Underground pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990406194U JPH083517Y2 (en) 1990-12-28 1990-12-28 Underground pipe

Publications (2)

Publication Number Publication Date
JPH04112990U true JPH04112990U (en) 1992-10-01
JPH083517Y2 JPH083517Y2 (en) 1996-01-31

Family

ID=31931178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990406194U Expired - Lifetime JPH083517Y2 (en) 1990-12-28 1990-12-28 Underground pipe

Country Status (1)

Country Link
JP (1) JPH083517Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019173380A (en) * 2018-03-28 2019-10-10 株式会社奥村組 Displacement measuring structure of friction cut member

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6435160A (en) * 1987-07-02 1989-02-06 Hutchinson Sa Rotary-tensioning device for power transmission belt

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6435160A (en) * 1987-07-02 1989-02-06 Hutchinson Sa Rotary-tensioning device for power transmission belt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019173380A (en) * 2018-03-28 2019-10-10 株式会社奥村組 Displacement measuring structure of friction cut member

Also Published As

Publication number Publication date
JPH083517Y2 (en) 1996-01-31

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