JPH0978993A - Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck - Google Patents

Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck

Info

Publication number
JPH0978993A
JPH0978993A JP7235552A JP23555295A JPH0978993A JP H0978993 A JPH0978993 A JP H0978993A JP 7235552 A JP7235552 A JP 7235552A JP 23555295 A JP23555295 A JP 23555295A JP H0978993 A JPH0978993 A JP H0978993A
Authority
JP
Japan
Prior art keywords
tunnel
cylinder
steel
section
divided
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.)
Withdrawn
Application number
JP7235552A
Other languages
Japanese (ja)
Inventor
Takashi Okamoto
隆志 岡本
Toshikazu Sakumoto
敏和 作本
Teiji Yamashita
禎二 山下
Mitsuhiro Ikeda
光裕 池田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SANKYO GIKEN KOGYO KK
Nippon Steel Corp
Sumitomo Metal Plantec Co Ltd
Original Assignee
SANKYO GIKEN KOGYO KK
Sumitomo Metal Industries Ltd
Sumitomo Metal Plantec Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SANKYO GIKEN KOGYO KK, Sumitomo Metal Industries Ltd, Sumitomo Metal Plantec Co Ltd filed Critical SANKYO GIKEN KOGYO KK
Priority to JP7235552A priority Critical patent/JPH0978993A/en
Publication of JPH0978993A publication Critical patent/JPH0978993A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

PROBLEM TO BE SOLVED: To disuse jointing by welding in a tunnel. SOLUTION: Divided bodies 2, 3 are integrated by welding outside of a tunnel. An obtained barrel body 1 is provided with claw arms 4 of mechanical connectors at the front end, and claw receiving fittings 7 at the rear end. The claw arms 4 are locked to the claw receiving fittings 7 of a preceding barel body to connect the barrel bodies mechanically to each other. Welding in the tunnel is thereby disused so as to prevent the worsening of work environment in the tunnel.

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】本発明は上下水道、工業用若
しくは農業用水路として使用されている既設トンネルが
老朽化した際に実施するトンネルの改修技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel rehabilitation technique which is carried out when an existing tunnel used as a waterway for water and sewage, industrial or agricultural use is deteriorated.

【0002】[0002]

【従来の技術】上下水道、工業用若しくは農業用水路と
して使用されているトンネルが老朽化した場合には補修
若しくは改修する必要があり、従来から下記の方法が採
用されている。 トンネル周辺地盤に薬液を注入し、その後に劣化部分
のコンクリートをはつり、新たに無筋若しくは鉄筋コン
クリートで再覆工する方法。 トンネル内覆工コンクリートを壊さずに、内面をコン
クリートで覆工する方法。
2. Description of the Related Art When a tunnel used as a waterway for sewage, industrial or agricultural use is deteriorated, it must be repaired or repaired, and the following methods have been conventionally adopted. A method in which a chemical solution is injected into the ground around the tunnel, then the deteriorated part of the concrete is peeled off, and then re-covered with unreinforced or reinforced concrete. Tunnel inner lining A method of lining the inner surface with concrete without destroying the concrete.

【0003】しかし、上記の方法では既設コンクリー
トをはつるときに、常に落盤に注意しなければならず、
作業者の負担が大きい。又、上記の方法では内張りコ
ンクリートの厚さ分だけ有効断面積が減少し、初期の通
水能力が確保できない場合がある。内張りコンクリート
を薄くすると補修の効果が小さくなる。
However, in the above method, it is necessary to always pay attention to the falling table when the existing concrete is mounted,
The burden on the operator is heavy. Further, in the above method, the effective cross-sectional area is reduced by the thickness of the lining concrete, and the initial water flow capacity may not be secured. The thinner the lining concrete is, the less effective the repair is.

【0004】そこで、既設トンネル断面より僅かに小さ
な相似形断面の鋼材で内張り補強する技術が着目され、
例えば特開平4−265396号「既設トンネルの内張
設置方法」が提案されている。この技術は、既設トンネ
ルの内周壁断面よりも僅かに小さい相似断面の内張材を
予め下部内張材と上部内張材とに2分割して製作し、こ
れらを専用台車でトンネル内へ運搬し、組立て、溶接
し、仕上塗装するというものである。さらに、専用台車
は下部内張材と上部内張材とを同時に運搬するものであ
るが、その際には上部内張材を下げ下部内張材を上げ、
且つ下部内張材を強制的に弾性変形させることでトータ
ル的に縮径させた形態にする。そうすることにより、施
工済の内張材内部を通行できることを特徴とする。
Therefore, attention has been paid to a technique of reinforcing the lining with a steel material having a similar cross section that is slightly smaller than the existing tunnel cross section.
For example, Japanese Patent Application Laid-Open No. 4-265396, "Method for installing lining of existing tunnel" has been proposed. In this technology, a liner with a similar cross section that is slightly smaller than the cross section of the inner wall of an existing tunnel is divided into two parts, a lower liner and an upper liner, and they are carried into the tunnel by a special truck. Then, it is assembled, welded, and finish-painted. In addition, the special trolley conveys the lower lining material and the upper lining material at the same time, but in that case, lower the upper lining material and raise the lower lining material,
In addition, the lower lining material is forcibly elastically deformed so that the diameter is totally reduced. By doing so, it is possible to pass through the inside of the lining material that has already been constructed.

【0005】[0005]

【発明が解決しようとする課題】しかし、上記専用台車
を用いた従来の技術には次に述べる課題がある。 (a)下部内張材と上部内張材をトンネル内で溶接にて
接合するため、溶接に伴なって発生するガスや熱で作業
環境が悪化し、そのための通気対策、熱対策を講じなけ
ればならず、工費が嵩む。作業環境が悪いので溶接品質
が悪くなりやすい。 (b)下部内張材及び上部内張材を先行内張材に溶接に
て接合するため、(a)と同様の課題が発生する。 (c)上記公報の図7に示される通り、台車の前輪が既
設トンネル床、後輪が内張材に載り、台車が前下りに傾
斜する。一方、下部内張材及び上部内張材は水平にする
必要がある。角度補正する必要性から台車の構造が複雑
となる。 本発明の目的は上記(a)〜(c)を解決し得る技術を
提供することにある。
However, the conventional technique using the above-mentioned dedicated carriage has the following problems. (A) Since the lower lining material and the upper lining material are joined by welding in the tunnel, the working environment is deteriorated by the gas and heat generated by the welding, and ventilation measures and heat measures must be taken for that. Inevitably, the construction cost increases. Since the working environment is bad, the welding quality tends to deteriorate. (B) Since the lower lining material and the upper lining material are joined to the preceding lining material by welding, the same problem as in (a) occurs. (C) As shown in FIG. 7 of the above publication, the front wheels of the truck rest on the existing tunnel floor, the rear wheels rest on the lining material, and the truck leans forward and downward. On the other hand, the lower and upper linings need to be horizontal. The need for angle correction complicates the structure of the truck. An object of the present invention is to provide a technique capable of solving the above (a) to (c).

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に本発明の請求項1は、既設トンネルの内壁面断面より
も少し小さい相似形断面の鋼製筒体を既設トンネルへ搬
入する工程と、この筒体を先行筒体に機械式締結具で結
合する連結工程とでトンネル内張りをなす。トンネル内
部での溶接工事が不要となったので、ガス排出対策を講
じる必要がなくなり、工事費用の低減が可能となる。ま
た、条件の良い場所で溶接ができるので溶接品質が良好
となり、溶接部の品質を高めることができる。
In order to solve the above problems, the first aspect of the present invention is to carry in a steel cylinder having a similar cross section slightly smaller than the inner wall surface cross section of the existing tunnel into the existing tunnel. A tunnel lining is formed by a connecting step of connecting the tubular body to the preceding tubular body with a mechanical fastener. Since welding work inside the tunnel is no longer necessary, there is no need to take measures for gas emission, and construction costs can be reduced. Moreover, since welding can be performed in a place with good conditions, the welding quality is good and the quality of the welded portion can be improved.

【0007】請求項2は、既設トンネルの内壁面断面よ
りも少し小さい相似形断面の鋼製筒体を分割したところ
の分割体を製造する工程と、これらの分割体を既設トン
ネルの出入口まで運ぶ運搬工程と、既設トンネルの外で
分割体同士を溶接にて組立てる工程と、組立られた筒体
を既設トンネル内へ搬入する工程と、この筒体を先行筒
体に機械式締結具で結合する連結工程とでトンネル内張
りをなす。請求項1にかかる効果に加えて、運搬費用を
低減することができる。
According to a second aspect of the present invention, there is provided a step of manufacturing a divided body obtained by dividing a steel cylinder having a similar cross section which is slightly smaller than an inner wall surface cross section of the existing tunnel, and carrying these divided bodies to the entrance and exit of the existing tunnel. A transportation process, a process of assembling the divided bodies by welding outside the existing tunnel, a process of loading the assembled cylinder into the existing tunnel, and connecting this cylinder to the preceding cylinder with mechanical fasteners. The tunnel lining is formed with the connecting process. In addition to the effect of claim 1, the transportation cost can be reduced.

【0008】請求項3は、馬蹄形トンネルの内壁面断面
よりも少し小さい逆U形断面の鋼製半割り筒体を分割し
たところの分割体を製造する工程と、これらの分割体を
既設トンネルの出入口まで運ぶ運搬工程と、既設トンネ
ルの外で分割体同士を溶接にて組立てる工程と、組立ら
れた逆U形断面の半割り筒体を既設トンネル内へ搬入す
る工程と、この半割り筒体を先行半割り筒体に機械式締
結具で結合する連結工程と、半割り筒体の下端部をトン
ネルの床に基礎ボルトで固定する固定工程とからトンネ
ル内張りをなす。トンネル内部での溶接工事が不要とな
ったので、ガス排出対策を講じる必要がなくなり、工事
費用の低減が可能となる。また、条件の良い場所で溶接
ができるので溶接品質が良好となり、溶接部の品質を高
めることができる。
According to a third aspect of the present invention, there is provided a step of manufacturing a divided body obtained by dividing a steel half-cylindrical body having an inverted U-shaped cross section, which is slightly smaller than the inner wall surface cross section of the horseshoe-shaped tunnel, and these divided bodies of the existing tunnel. Carrying process to carry to the entrance / exit, process of assembling the divided bodies by welding outside the existing tunnel, process of carrying the assembled half-divided cylinder of the inverted U-shaped section into the existing tunnel, and this half-divided cylinder The tunnel lining is made up of a connecting step of connecting the first half cylinder to the preceding half cylinder with a mechanical fastener and a fixing step of fixing the lower end of the half cylinder to the floor of the tunnel with a foundation bolt. Since welding work inside the tunnel is no longer necessary, there is no need to take measures for gas emission, and construction costs can be reduced. Moreover, since welding can be performed in a place with good conditions, the welding quality is good and the quality of the welded portion can be improved.

【0009】請求項4は、既設トンネルの内壁面断面よ
りも少し小さい相似形断面の鋼製筒体同士を結合するた
めの締結具において、一方の筒体の端部外面に固定した
爪受け金具と、この爪受け金具に噛合させるために他方
の筒体の端部外面に揺動可能に係止した爪付きアーム
と、このアームを噛合側へ付勢するスプリングとからト
ンネル内張り用鋼製筒体の締結具を構成する。スプリン
グで爪付けアームを噛合側へ付勢させることにより、ト
ンネル内壁面と筒体との間の手の入らない隙間におい
て、先行筒体に次の筒体を確実に連結させることができ
る。爪付きアーム等が筒体の外にあり、筒体内に障害物
を残さないので、有効通水面積を十分に確保することが
できる。この様な機械式連結具を採用することでトンネ
ル内の溶接工事を廃止できる。
According to a fourth aspect of the present invention, there is provided a fastener for connecting steel cylinders having similar cross sections which are slightly smaller than the inner wall surface cross section of the existing tunnel, and a claw receiving metal fitting fixed to an outer surface of an end of one cylinder. A steel tube for tunnel lining is composed of an arm with a claw swingably locked to the outer surface of the end of the other cylinder for meshing with the claw receiving fitting, and a spring for urging this arm toward the meshing side. Make up the body fasteners. By urging the pawl attaching arm toward the meshing side with the spring, the next cylinder can be surely connected to the preceding cylinder in the inaccessible space between the inner wall surface of the tunnel and the cylinder. Since the arm with a claw and the like are located outside the cylinder and do not leave obstacles inside the cylinder, it is possible to secure a sufficient effective water flow area. Welding work in the tunnel can be abolished by adopting such a mechanical connector.

【0010】請求項5は、鋼製筒体同士の間にシール部
材を介在させ、このシール材を圧縮固定したことを特徴
とする。シール部材により、シール性が高まり、筒体内
部の流体が外へ洩れること及び外から筒体内へ流体が流
れ込む心配がない。シール材を筒体間に固定したので、
シール材がずれたり、食み出したりする心配がなく、長
期に渡ってシール性能を発揮させることができる。
A fifth aspect of the present invention is characterized in that a seal member is interposed between the steel cylinders and the seal material is compressed and fixed. The seal member enhances the sealing property, and there is no fear that the fluid inside the cylinder will leak out and the fluid will flow into the cylinder from the outside. Since the sealing material was fixed between the cylinders,
There is no need to worry about the sealing material shifting or protruding, and it is possible to exert the sealing performance for a long time.

【0011】請求項6は、一方の鋼製筒体の端部内面に
ボルトを付設し、このボルトにナットを螺着し、他方の
鋼製筒体の端部内面に前記ナットを掛けるナット掛けピ
ースを付設し、ナットを締めることにより筒体同士の間
隔を狭めることのできる引張り手段を備えたことを特徴
とする。先行筒体へ次の筒体を簡単に引き寄せることが
できるので施工効率を高めることができる。
According to a sixth aspect of the present invention, a bolt is provided on the inner surface of one end of the steel cylinder, a nut is screwed to the bolt, and the nut is hung on the inner surface of the other steel cylinder. It is characterized in that it is provided with a pulling means capable of narrowing the interval between the cylinders by attaching a piece and tightening the nut. Since the next cylinder can be easily drawn to the preceding cylinder, the construction efficiency can be improved.

【0012】請求項7は、トンネル内張り用鋼製筒体を
地面から浮せた状態で運搬する運搬台車において、この
運搬台車は、前輪、中輪及び後輪を備え、前記中輪を昇
降可能とし、この中輪と後輪との間隔を前記鋼製筒体の
長さより大とし、また、前輪を後輪よりも所定寸法高位
置とし、この所定寸法をトンネル内に据え付けられた筒
体の床とトンネル床との差に合わせたことを特徴とす
る。後輪より高位置とされた前輪と、昇降可能な中輪と
を備えたので、筒体を水平のままで運搬し、先行筒体に
突き合せることができる。すなわち、筒体の傾きを修正
するシリンダ及びシリンダ制御装置を必要としないの
で、運搬台車の機構を簡単にすることができる。
According to a seventh aspect of the present invention, there is provided a carrier truck for transporting a steel cylinder for lining a tunnel in a state of being floated from the ground. The carrier truck has front wheels, middle wheels and rear wheels, and the middle wheels can be lifted and lowered. The distance between the middle wheel and the rear wheel is set to be larger than the length of the steel cylinder, and the front wheel is set at a predetermined height higher than the rear wheel, and the predetermined size of the cylinder installed in the tunnel. It is characterized by matching the difference between the floor and the tunnel floor. Since the front wheel positioned higher than the rear wheel and the vertically movable middle wheel are provided, it is possible to transport the tubular body in a horizontal state and abut against the preceding tubular body. That is, since the cylinder and the cylinder control device for correcting the inclination of the cylinder are not required, the mechanism of the carriage can be simplified.

【0013】[0013]

【発明の実施の形態】本発明の実施の形態を添付図に基
づいて以下に説明する。なお、図面は符号の向きに見る
ものとする。図1は本発明に係るトンネル内張り用鋼製
筒体(第1実施例)の分解斜視図であり、トンネル内張
り用鋼製筒体1(以下「筒体1」と略記する。)は半円
形断面の上部分割体2と、チャンネル形状の下部分割体
3とからなる。分割体2,3の一方の端部外面に、爪付
きアーム4・・・(・・・は複数個を示す。以下同様)及び短
冊状の長手ガイド板5・・・を付設し、また、端部内面に
引張り手段の一部であるボルト6・・・を付設する。一
方、分割体2,3の他方の端部外面に爪受け金具7・・・
を付設し、端部内面に引張り手段の一部であるナット掛
けピース8・・・を付設する。更に、下部分割体3の上縁
にガイド板11・・・及び吊り具兼用ガイド板12・・・を付
設する。これら、吊り具兼用ガイド板12、前記爪付き
アーム4などは後に詳しく説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. The drawings should be viewed in the direction of reference numerals. FIG. 1 is an exploded perspective view of a tunnel lining steel cylinder (first embodiment) according to the present invention. A tunnel lining steel cylinder 1 (hereinafter abbreviated as “cylindrical 1”) is a semicircle. It is composed of an upper divided body 2 having a cross section and a lower divided body 3 having a channel shape. On the outer surface of one end of each of the split bodies 2 and 3, arms 4 with claws (... indicates a plurality, the same applies hereinafter) and strip-shaped longitudinal guide plates 5 are attached. Bolts 6 ... Which are part of the pulling means are attached to the inner surface of the end portion. On the other hand, the claw receiving metal fittings 7 ...
, And a nut hook piece 8 ... Which is a part of the pulling means is attached to the inner surface of the end portion. Furthermore, guide plates 11 ... And guide plates 12 also serving as suspenders are attached to the upper edge of the lower divided body 3. The guide plate 12 that also serves as a hanger, the arm 4 with the claw, and the like will be described in detail later.

【0014】図2は本発明に係る筒体(第1実施例)の
組立後の斜視図であり、下部分割体3に上部分割体2を
載せ、合せ部を溶接にて一体化したものであり、これで
馬蹄形の筒体1が完成する。
FIG. 2 is a perspective view of the cylindrical body (first embodiment) according to the present invention after assembly, in which the upper divided body 2 is placed on the lower divided body 3 and the mating portions are integrated by welding. Yes, this completes the horseshoe-shaped cylinder 1.

【0015】図3は本発明に係る筒体の締結具の斜視図
であり、締結具20は前記爪受け金具7と、この爪受け
金具7に噛合する爪4aを備えた爪付きアーム4と、こ
のアーム4を揺動可能に支持するブラケット21,21
と、このブラケット21,21にビス22,22で固定
され前記アーム4を噛合方向へ付勢する板スプリング2
3とからなる。図1,2には示さなかったが、分割体
2,3の一方の端部にはシール部材25が嵌合されてい
る。このシール部材は、水膨張性ゴムやネオプレンゴム
が好適である。
FIG. 3 is a perspective view of a tubular fastener according to the present invention, in which the fastener 20 includes the claw receiving member 7 and the claw arm 4 having a claw 4a that meshes with the claw receiving member 7. , Brackets 21 and 21 for swingably supporting the arm 4
And a leaf spring 2 fixed to the brackets 21 and 21 with screws 22 and 22 for urging the arm 4 in the meshing direction.
3 and 3. Although not shown in FIGS. 1 and 2, a seal member 25 is fitted to one end of each of the divided bodies 2 and 3. The seal member is preferably water-expandable rubber or neoprene rubber.

【0016】図4は本発明に係る筒体の締結具、シール
部材及び引張り手段を示す断面図であり、引張り手段3
0はアイプレート31と、ピン32と、このピン32で
頭部を係止されたボルト6と、ナット掛けピース8と、
ナット33とからなる。ナット33を締めることにより
先行筒体1Aに、後行筒体1同士を引き寄せることがで
きる。なお、作用手順は後述する。
FIG. 4 is a sectional view showing a fastener, a sealing member, and a pulling means of the cylindrical body according to the present invention.
0 is an eye plate 31, a pin 32, a bolt 6 whose head is locked by this pin 32, a nut hook piece 8,
It consists of a nut 33. By tightening the nut 33, the following cylinders 1 can be attracted to the preceding cylinder 1A. The operation procedure will be described later.

【0017】角パッキン状のシール部材25は、溝26
と、ディスタンスピース27と、シール部材ガイドリン
グ28とで形成したコ状の溝に押込む。このコ状の溝に
シール部材25を押込むことでシール部材25を「固
定」する。使用中にシール部材25に圧力が作用しても
コ状の溝に嵌合しているため、簡単にコ状溝から食み出
したり、ずれたりする心配はない。さらに、このコ状の
溝に接着剤を塗布してシール部材25を嵌合させつつ接
着することが脱落防止の観点から好ましい。なお、図に
おいて35はトンネルの内壁面であり、内壁面35と筒
体1の外周面との間隔Lは例えば50mmである。爪付
きアーム4の揺動範囲を少なくすることにより、締結具
20を前記間隔Lに納めたことを特徴とする。
The sealing member 25 in the shape of a square packing is provided with a groove 26.
Then, it is pushed into the U-shaped groove formed by the distance piece 27 and the seal member guide ring 28. The seal member 25 is “fixed” by pushing the seal member 25 into the U-shaped groove. Even if pressure is applied to the seal member 25 during use, the seal member 25 is fitted into the U-shaped groove, so there is no fear of easily protruding or shifting from the U-shaped groove. Further, it is preferable from the viewpoint of preventing the falling off that an adhesive agent is applied to the U-shaped groove and the sealing member 25 is fitted and adhered thereto. In the figure, reference numeral 35 denotes an inner wall surface of the tunnel, and a distance L between the inner wall surface 35 and the outer peripheral surface of the tubular body 1 is, for example, 50 mm. It is characterized in that the fastener 20 is accommodated in the interval L by reducing the swing range of the claw-equipped arm 4.

【0018】図5は本発明に係る吊り具兼用ガイド板の
取付け図であり、下部分割体3の上縁に吊り具兼用ガイ
ド板12と、これと対をなすガイド板11とを示す。こ
れらのガイド板11,12でガイドされるので上部分割
体2の下端は正確に下部分割体3の上縁に当接する。な
お、吊り具兼用ガイド板12の孔12aに図示せぬシャ
ックルを取付けることで、下部分割体3を吊り上げるこ
とができる。
FIG. 5 is a mounting view of the lifting tool-cum-guide plate according to the present invention, and shows a lifting-arm-purpose guide plate 12 and a guide plate 11 paired therewith on the upper edge of the lower divided body 3. Since the guide plates 11 and 12 guide each other, the lower end of the upper divided body 2 accurately contacts the upper edge of the lower divided body 3. The lower divided body 3 can be lifted by attaching a shackle (not shown) to the hole 12a of the guide plate 12 that also serves as a hanging tool.

【0019】図6は本発明に係る長手ガイド板の断面拡
大図であり、図1,2で簡単に述べた長手ガイド板5
は、図6に示す通りに傾斜板であり、本実施例ではシー
ル部材ガイドリング28に適宜溶接にて取付けたもので
ある。先行筒体1Aへ矢印の如く筒体1を寄せると、こ
のガイド板5で筒体1,1A同士の心を簡単に合わせが
できる。
FIG. 6 is an enlarged cross-sectional view of the longitudinal guide plate according to the present invention. The longitudinal guide plate 5 briefly described in FIGS.
6 is an inclined plate as shown in FIG. 6, and is attached to the seal member guide ring 28 by welding as appropriate in this embodiment. When the cylinder 1 is moved to the preceding cylinder 1A as indicated by the arrow, the guide plates 5 can easily align the centers of the cylinders 1 and 1A.

【0020】次に、筒体運搬台車を説明する。図7は本
発明に係る筒体の運搬台車の側面図であり、筒体の運搬
台車40は台車フレーム41に前輪42、中輪43及び
後輪44を備え、前記中輪43を昇降シリンダ45にて
昇降可能とし、中輪43と後輪44との間隔を筒体1の
長さより大とし、また、前輪42を後輪44よりも所定
寸法dだけ高位置としたものであり、更に、後輪44は
駆動輪、中輪43及び前輪42は従動輪である。47は
前進用操縦席、48は後進用操縦席である。
Next, the tubular carrier will be described. FIG. 7 is a side view of a tubular carrier truck according to the present invention. The tubular carrier truck 40 includes a truck frame 41 having a front wheel 42, a middle wheel 43, and a rear wheel 44, and the middle wheel 43 is lifted by a lifting cylinder 45. The distance between the middle wheel 43 and the rear wheel 44 is larger than the length of the cylinder 1, and the front wheel 42 is positioned higher than the rear wheel 44 by a predetermined dimension d. The rear wheels 44 are driving wheels, and the middle wheels 43 and the front wheels 42 are driven wheels. Reference numeral 47 is a forward cockpit and 48 is a reverse cockpit.

【0021】図8は図7の8矢視図であり、中輪43は
台車フレーム41に旋回軸49を介して支持され、旋回
用シリンダ51を備え、このシリンダ51で車軸52を
押すことにより、旋回する転舵輪である。
FIG. 8 is a view taken in the direction of arrow 8 in FIG. 7, in which the middle wheel 43 is supported by the bogie frame 41 via a turning shaft 49 and is provided with a turning cylinder 51. By pushing the axle 52 with this cylinder 51, , Turning wheels.

【0022】図9は本発明に係る筒体の運搬台車の正面
図であり、台車フレーム41の上面に筒体昇降用シリン
ダ53,53、昇降フレーム54、及びコロ55,55
を備え、また、台車フレーム41の側面にサイドサポー
トシリンダ56,56を備える。これらで筒体1の内周
面を押圧することにより、筒体1を地面から浮した状態
で運搬することができる。また、57,57はサイドガ
イドローラであり、トンネルの内周面に直接当接して台
車フレーム41の蛇行を防止する。図中、58は走行モ
ータ、59はチェーン又はベルト、61は後輪車軸であ
る。
FIG. 9 is a front view of a cylindrical carrier truck according to the present invention, in which cylinders 53, 53 for raising and lowering a cylinder, a lifting frame 54, and rollers 55, 55 are provided on the upper surface of a carriage frame 41.
And side support cylinders 56, 56 on the side surface of the bogie frame 41. By pressing the inner peripheral surface of the tubular body 1 with these, the tubular body 1 can be transported in a state of being floated from the ground. Further, 57 and 57 are side guide rollers, which directly contact the inner peripheral surface of the tunnel to prevent the bogie frame 41 from meandering. In the figure, 58 is a traveling motor, 59 is a chain or belt, and 61 is a rear wheel axle.

【0023】以上に述べた筒体の運搬台車の作動及び筒
体の据え付け手順を説明する。図1で述べた分割体2,
3を製缶工場にて製造する。筒体1を分割したのは主と
して、運搬を容易にするためである。従って、筒体1が
小径であれば分割する必要はなく、工場で筒体1を製造
し、そのまま運搬することができる。逆に、大径であれ
ば、本例の上下2分割にする方法、更に大径であれば3
以上に分割する。この分割の数は任意である。
The operation of the tubular carrier and the installation procedure of the tubular body described above will be described. The divided body 2 described in FIG.
3 is manufactured in a can manufacturing factory. The reason why the cylindrical body 1 is divided is mainly to facilitate transportation. Therefore, if the tubular body 1 has a small diameter, it is not necessary to divide the tubular body 1, and the tubular body 1 can be manufactured in a factory and transported as it is. On the contrary, if the diameter is large, the method of dividing the upper and lower halves of this example is used.
Divide into the above. The number of divisions is arbitrary.

【0024】分割体2,3を製造工場から現場へトラッ
ク等の運輸手段で運搬する。ここで重要なことは、前記
分割体2,3を既設トンネルの外、好しくは出入口の近
傍で、図2の様に組立て、溶接にて一体化することであ
る。一般に、溶接の際にガスが大量に発生する。トンネ
ル外であれば、このガスを大気に拡散させることがで
き、格別の排気手段を用意する必要もない。そして、筒
体1の外側から溶接でき、溶接線が横一線であるから、
高度な溶接技術を必要としない。従って、作業者の負担
が少くて済み且つ組立費用が安価となる。
The divided bodies 2 and 3 are transported from the manufacturing plant to the site by transportation means such as a truck. What is important here is that the divided bodies 2 and 3 are assembled outside the existing tunnel, preferably near the entrance and exit, as shown in FIG. 2, and integrated by welding. Generally, a large amount of gas is generated during welding. Outside the tunnel, this gas can be diffused into the atmosphere without the need for special exhaust means. And since it can be welded from the outside of the cylinder 1 and the welding line is a horizontal line,
Does not require advanced welding technology. Therefore, the burden on the operator is small and the assembly cost is low.

【0025】なお、組立ての際には、原則として上部分
割体2をレッカクレーンなどの重機で下部分割体3に載
せる。しかし、この作業に筒体の運搬台車40を使用す
ることは差支えない。筒体の運搬台車40は昇降シリン
ダを備えおり、上部分割体2を昇降し、運搬できるから
である。ただし、目的外用途であるため作業能率は低く
なる虞れはある。
When assembling, as a rule, the upper divided body 2 is placed on the lower divided body 3 by a heavy machine such as a recker crane. However, it does not matter to use the tubular carrier 40 for this work. This is because the cylindrical carriage 40 has an elevating cylinder, and can move the upper divided body 2 up and down and carry it. However, there is a risk that the work efficiency will be low because it is an unintended use.

【0026】図10(a)〜(c)は本発明に係る施工
説明図(前半)である。(a)において、前記組立後の
筒体1に向って、運搬台車40を白抜き矢印の如く走行
させる。この時には、中輪43と後輪44とで走行す
る。(b)において、中輪43が筒体1を通過したとき
に運搬台車40を停止する。(c)において、筒体昇降
用シリンダ53,53を伸張して筒体1を地面から浮上
させる。そして、白抜き矢印の如く走行して、トンネル
34内の現場に向う。
FIGS. 10 (a) to 10 (c) are construction explanatory diagrams (first half) according to the present invention. In (a), the carriage 40 is run toward the assembled cylinder 1 as indicated by the white arrow. At this time, the middle wheels 43 and the rear wheels 44 travel. In (b), the carriage 40 is stopped when the middle wheel 43 passes through the cylinder 1. In (c), the cylinder body lifting cylinders 53, 53 are extended to float the cylinder body 1 above the ground. Then, the vehicle runs as shown by the white arrow and heads for the site in the tunnel 34.

【0027】図11(a)〜(c)は本発明に係る施工
説明図(後半)である。(a)において、先行筒体1A
の床とトンネル34の床との高低差をd1とした場合
に、図7に示した前輪42の地面からの高さdをこのd
1に略々合わせておく。そうすれば、筒体1を先行筒体
1Aに近づけたときに、前輪42を容易に先行筒体1A
に載せることができる。前輪42が先行筒体1Aに掛か
ったら、運搬台車40の走行を停止し、今度は中輪43
を白抜き矢印の如く上昇させる。(b)において、前輪
42が先行筒体1Aの床、後輪44がトンネル34の床
に接地した状態で運搬台車40を進める。(c)におい
て、先行筒体1Aの後端に筒体1の先端を極く近づけ、
運搬台車40の走行を停止する。この際に、図6で述べ
た長手ガイド板5・・・がセンタリング作用をなす。
11 (a) to 11 (c) are construction explanatory diagrams (second half) according to the present invention. In (a), the preceding cylinder 1A
If the height difference between the floor of the vehicle and the floor of the tunnel 34 is d1, the height d of the front wheel 42 from the ground shown in FIG.
Set it to 1. Then, when the cylinder 1 is brought close to the preceding cylinder 1A, the front wheel 42 can be easily moved to the preceding cylinder 1A.
Can be placed on. When the front wheel 42 hangs on the preceding cylinder 1A, the traveling of the carriage 40 is stopped, and this time the middle wheel 43
As shown by the white arrow. In (b), the carriage 40 is advanced with the front wheels 42 grounded on the floor of the leading cylinder 1A and the rear wheels 44 grounded on the floor of the tunnel 34. In (c), the tip of the cylinder 1 is brought very close to the rear end of the preceding cylinder 1A,
The traveling of the carriage 40 is stopped. At this time, the longitudinal guide plates 5 ... Described in FIG. 6 perform a centering action.

【0028】図12(a)〜(d)は本発明の締結具及
び引張り手段の作用説明図であり、(a)において、筒
体1の内側にあるボルト6を矢印の如くナット掛けピ
ース8に掛ける。(b)において、ナット33を締めて
筒体1を矢印の如く、先行筒体1Aに引き寄せる。す
ると、アーム4の爪4aが爪受け金具7の背面傾斜面7
aを競り上がる。(c)は、爪4aが爪受け金具7に正
しく噛み合った状態を示し、この後は板スプリング23
で付勢されていること及びシール部材25の反発力で爪
4aと爪受け金具7との係合が強まることにより、爪4
aが金具7から外れる心配はない。(d)は、連結工程
完了を示し、これ以降の適当な時期に役目を終えた引張
り手段30を撤去する。これらを残すと、ごみや異物が
掛かりやすくなるからである。
12 (a) to 12 (d) are explanatory views of the operation of the fastener and the pulling means of the present invention. In FIG. 12 (a), the bolt 6 on the inner side of the tubular body 1 is attached with the nut hook piece 8 as shown by the arrow. Hang on. In (b), the nut 33 is tightened and the cylinder body 1 is drawn toward the preceding cylinder body 1A as indicated by the arrow. Then, the claws 4 a of the arm 4 are connected to the back inclined surface 7 of the claw receiving fitting 7.
bid up a. (C) shows a state in which the claw 4a is properly engaged with the claw receiving metal fitting 7, and thereafter, the leaf spring 23
The claw 4a and the claw receiving fitting 7 are strongly engaged by the repulsive force of the seal member 25.
There is no concern that a will come off from the metal fitting 7. (D) shows the completion of the connecting step, and the pulling means 30 which has finished its function is removed at an appropriate time thereafter. This is because if these are left, dust and foreign matter are likely to be caught.

【0029】図13は本発明に係る筒体(第1実施例)
とトンネルとの関係を示す図であり、前記手順で筒体1
をトンネル34内の所定の位置に据え付けたら、筒体1
内の不要物である、引張り手段30・・・及び吊り具兼用
ガイド板12・・・を取り除く。これらは、原則としてグ
ラインダで溶接部(隅肉溶接部)を研削することとする
が、ガス切断であってもよい。そして、トンネルの内壁
面35と筒体1との間の隙間(約50mm)にセメント
を注入すれば、トンネルの内張り工事はこの部分につい
ては完了であり、以下同様に新たな筒体1を繰り返しト
ンネル34内に搬入して連結すればよい。
FIG. 13 shows a cylindrical body according to the present invention (first embodiment).
It is a figure which shows the relationship between a tunnel and a tunnel.
Once installed in place in the tunnel 34,
The unnecessary means inside, such as the pulling means 30 ... And the guide plate 12 also serving as a hanger, are removed. As a general rule, a welder (fillet weld) is ground by a grinder, but gas cutting may be used. Then, if cement is injected into the gap (about 50 mm) between the inner wall surface 35 of the tunnel and the cylinder 1, the tunnel lining work is completed for this part, and the new cylinder 1 is repeated in the same manner. It may be carried in the tunnel 34 and connected.

【0030】図14は本発明に係るトンネル内張り用鋼
製筒体(第2実施例)の分解斜視図であり、トンネル内
張り用鋼製筒体70(以下「筒体70」と略記する。)
は半円形断面の上部分割体71と、逆T形状の下部分割
体72,72とからなる。分割体71,72,72の一
方の端部外面に、爪付きアーム4・・・(・・・は複数個を示
す。以下同様)及び短冊状の長手ガイド板5・・・を付設
し、また、端部内面に引張り手段の一部であるボルト6
・・・を付設する。一方、分割体71,72,72の他方
の端部外面に爪受け金具7・・・を付設し、端部内面に引
張り手段の一部であるナット掛けピース8・・・を付設す
る。更に、下部分割体72,72の上縁にガイド板11
・・・及び吊り具兼用ガイド板12・・・を付設する。上記爪
付きアーム4、長手ガイド板5、ボルト6、爪受け金具
7、ナット掛けピース8、ガイド板11及び吊り具兼用
ガイド板12は第1実施例と同じなので構成及び作用の
説明を省略する。
FIG. 14 is an exploded perspective view of a tunnel lining steel cylinder (second embodiment) according to the present invention, and a tunnel lining steel cylinder 70 (hereinafter abbreviated as "cylinder 70").
Is composed of an upper division 71 having a semicircular cross section and lower divisions 72, 72 having an inverted T shape. On the outer surface of one end of each of the divided bodies 71, 72, 72, a claw-equipped arm 4 ... (... indicates a plurality; hereinafter the same) and a strip-shaped longitudinal guide plate 5 ... Further, the bolt 6 which is a part of the pulling means is provided on the inner surface of the end portion.
... is attached. On the other hand, claw receiving metal fittings 7 ... Are attached to the outer surface of the other end of the divided bodies 71, 72, 72, and nut hook pieces 8 which are a part of pulling means are attached to the inner surface of the end. Furthermore, the guide plate 11
... and a guide plate 12 that also serves as a hanger are attached. Since the arm with claw 4, the longitudinal guide plate 5, the bolt 6, the claw receiving fitting 7, the nut hooking piece 8, the guide plate 11 and the guide plate 12 also serving as a lifting tool are the same as those in the first embodiment, the description of the configuration and the operation is omitted. .

【0031】図15は本発明に係る筒体(第2実施例)
の組立後の斜視図であり、下部分割体72,72に上部
分割体71を載せ、合せ部を溶接にて一体化したもので
あり、これで逆U字形(馬蹄形)の筒体70が完成す
る。図16は本発明に係る筒体(第2実施例)の下部分
割体のフランジ部拡大図であり、下部分割体72の下端
のフランジ部73を示す。このフランジ部73は、下部
分割体72に逆Tを構成するように溶接されたフランジ
74と、このフランジ74を補強する補強板75とから
なり、基礎ボルト76,77にてトンンル34の床に固
定される。
FIG. 15 shows a cylindrical body according to the present invention (second embodiment).
Is a perspective view after assembly, in which the upper divided body 71 is placed on the lower divided bodies 72, 72 and the mating portions are integrated by welding, whereby the inverted U-shaped (horseshoe-shaped) tubular body 70 is completed. To do. FIG. 16 is an enlarged view of the flange portion of the lower divided body of the tubular body (second embodiment) according to the present invention, and shows the flange portion 73 at the lower end of the lower divided body 72. The flange portion 73 includes a flange 74 welded to the lower divided body 72 so as to form an inverted T and a reinforcing plate 75 that reinforces the flange 74, and is attached to the floor of the tunnel 34 by the foundation bolts 76 and 77. Fixed.

【0032】図17は本発明に係る筒体(第2実施例)
とトンネルとの関係を示す図である。トンネルの外、好
しくは出入口で、図15に示す逆U字形の筒体70を組
立て、この筒体70を実施例1と同様の手順でトンネル
34内の所定の位置に据え付けたら、筒体1内の不要物
である、引張り手段30・・・及び吊り上げ兼用ガイド板
12・・・を取り除く。これらは、原則としてグラインダ
で隅肉溶接を研削することとするが、ガス切断であって
もよい。そして、トンネルの内壁面35と筒体70との
間の隙間(約50mm)にセメントを注入すれば、トン
ネルの内張り工事はこの部分については完了であり、以
下同様に新たな筒体70を繰り返しトンネル34内に搬
入して連結すればよい。
FIG. 17 shows a cylindrical body according to the present invention (second embodiment).
It is a figure which shows the relationship between a tunnel and. Outside the tunnel, preferably at the entrance / exit, an inverted U-shaped cylinder 70 shown in FIG. 15 is assembled, and when this cylinder 70 is installed at a predetermined position in the tunnel 34 in the same procedure as in Example 1, the cylinder is The pulling means 30 ... And the lifting / lowering guide plate 12 ... Which are unnecessary objects in 1 are removed. These are, in principle, ground fillet welds with a grinder, but may be gas cut. Then, if cement is injected into the gap (about 50 mm) between the inner wall surface 35 of the tunnel and the tubular body 70, the lining work of the tunnel is completed for this portion, and a new tubular body 70 is repeated in the same manner. It may be carried in the tunnel 34 and connected.

【0033】この第2実施例の筒体70は、床が無いの
で第1実施例の筒体1より軽量であり、簡便な補修工事
に好適である。ただし、トンネルの天井、側壁のみなら
ず、床にも傷みがある場合には、第1実施例の筒体1を
使用すべきである。
The cylindrical body 70 of the second embodiment is lighter than the cylindrical body 1 of the first embodiment because it has no floor and is suitable for simple repair work. However, if not only the ceiling and side walls of the tunnel but also the floor are damaged, the cylinder 1 of the first embodiment should be used.

【0034】尚、本発明の請求項1及び請求項2は、原
則として馬蹄形トンネルを対象とするが、円形トンネ
ル、角形トンネル、多角形トンネルであっても差支えな
い。同様に、請求項4〜請求項6の締結具は、各種の断
面形状の筒体、半割り筒体の連結に使用する。また、爪
付きアームを付勢するスプリングは、本実施例の板スプ
リングの他、コイルスプリング、トーションスプリング
であってもよい。
Although claim 1 and claim 2 of the present invention are intended for horseshoe-shaped tunnels in principle, circular tunnels, rectangular tunnels, and polygonal tunnels may be used. Similarly, the fasteners according to claims 4 to 6 are used to connect tubular bodies and halved tubular bodies having various cross-sectional shapes. Further, the spring for urging the arm with a claw may be a coil spring or a torsion spring in addition to the leaf spring of this embodiment.

【0035】[0035]

【発明の効果】本発明は上記構成により次の効果を発揮
する。請求項1は、既設トンネルの内壁面断面よりも少
し小さい相似形断面の鋼製筒体を既設トンネルへ搬入す
る工程と、この筒体を先行筒体に機械式締結具で結合す
る連結工程とでトンネル内張りをなす。トンネル内部で
の溶接工事が不要となったので、ガス排出対策を講じる
必要がなくなり、工事費用の低減が可能となる。また、
条件の良い場所で溶接ができるので溶接品質が良好とな
り、溶接部の品質を高めることができる。
The present invention has the following effects due to the above configuration. According to a first aspect of the present invention, a step of bringing in a steel cylinder having a similar cross section to the existing tunnel, which is slightly smaller than the inner wall surface cross section of the existing tunnel, and a connecting step of connecting the cylinder to the preceding cylinder with a mechanical fastener. Line the tunnel. Since welding work inside the tunnel is no longer necessary, there is no need to take measures for gas emission, and construction costs can be reduced. Also,
Since welding can be performed in a place with good conditions, the welding quality is good and the quality of the welded portion can be improved.

【0036】請求項2は、既設トンネルの内壁面断面よ
りも少し小さい相似形断面の鋼製筒体を分割したところ
の分割体を製造する工程と、これらの分割体を既設トン
ネルの出入口まで運ぶ運搬工程と、既設トンネルの外で
分割体同士を溶接にて組立てる工程と、組立られた筒体
を既設トンネル内へ搬入する工程と、この筒体を先行筒
体に機械式締結具で結合する連結工程とでトンネル内張
りをなす。請求項1にかかる効果に加えて、運搬費用を
低減することができる。
According to a second aspect of the present invention, there is provided a step of manufacturing a divided body obtained by dividing a steel cylinder having a similar cross section which is slightly smaller than the inner wall surface cross section of the existing tunnel, and carrying these divided bodies to the entrance and exit of the existing tunnel. A transportation process, a process of assembling the divided bodies by welding outside the existing tunnel, a process of loading the assembled cylinder into the existing tunnel, and connecting this cylinder to the preceding cylinder with mechanical fasteners. The tunnel lining is formed with the connecting process. In addition to the effect of claim 1, the transportation cost can be reduced.

【0037】請求項3は、馬蹄形トンネルの内壁面断面
よりも少し小さい逆U形断面の鋼製半割り筒体を分割し
たところの分割体を製造する工程と、これらの分割体を
既設トンネルの出入口まで運ぶ運搬工程と、既設トンネ
ルの外で分割体同士を溶接にて組立てる工程と、組立ら
れた逆U形断面の半割り筒体を既設トンネル内へ搬入す
る工程と、この半割り筒体を先行半割り筒体に機械式締
結具で結合する連結工程と、半割り筒体の下端部をトン
ネルの床に基礎ボルトで固定する固定工程とからトンネ
ル内張りをなす。トンネル内部での溶接工事が不要とな
ったので、ガス排出対策を講じる必要がなくなり、工事
費用の低減が可能となる。また、条件の良い場所で溶接
ができるので溶接品質が良好となり、溶接部の品質を高
めることができる。
According to a third aspect of the present invention, there is provided a step of manufacturing a divided body obtained by dividing a steel half-cylindrical body having an inverted U-shaped cross section, which is slightly smaller than the inner wall surface cross section of the horseshoe-shaped tunnel, and the division body of the existing tunnel. Carrying process to carry to the entrance / exit, process of assembling the divided bodies by welding outside the existing tunnel, process of carrying the assembled half-divided cylinder of the inverted U-shaped section into the existing tunnel, and this half-divided cylinder The tunnel lining is made up of a connecting step of connecting the first half cylinder to the preceding half cylinder with a mechanical fastener and a fixing step of fixing the lower end of the half cylinder to the floor of the tunnel with a foundation bolt. Since welding work inside the tunnel is no longer necessary, there is no need to take measures for gas emission, and construction costs can be reduced. Moreover, since welding can be performed in a place with good conditions, the welding quality is good and the quality of the welded portion can be improved.

【0038】請求項4は、既設トンネルの内壁面断面よ
りも少し小さい相似形断面の鋼製筒体同士を結合するた
めの締結具において、一方の筒体の端部外面に固定した
爪受け金具と、この爪受け金具に噛合させるために他方
の筒体の端部外面に揺動可能に係止した爪付きアーム
と、このアームを噛合側へ付勢するスプリングとからト
ンネル内張り用鋼製筒体の締結具を構成する。スプリン
グで爪付けアームを噛合側へ付勢させることにより、ト
ンネル内壁面と筒体との間の手の入らない隙間におい
て、先行筒体に次の筒体を確実に連結させることができ
る。爪付きアーム等が筒体の外にあり、筒体内に障害物
を残さないので、有効通水面積を十分に確保することが
できる。この様な機械式連結具を採用することでトンネ
ル内の溶接工事を廃止できる。
According to a fourth aspect of the present invention, there is provided a fastener for connecting steel cylinders having similar cross sections, which are slightly smaller than the inner wall surface cross section of the existing tunnel, and a claw receiving metal fitting fixed to the outer surface of the end of one cylinder. A steel tube for tunnel lining is composed of an arm with a claw swingably locked to the outer surface of the end of the other cylinder for meshing with the claw receiving fitting, and a spring for urging this arm toward the meshing side. Make up the body fasteners. By urging the pawl attaching arm toward the meshing side with the spring, the next cylinder can be surely connected to the preceding cylinder in the inaccessible space between the inner wall surface of the tunnel and the cylinder. Since the arm with a claw and the like are located outside the cylinder and do not leave obstacles inside the cylinder, it is possible to secure a sufficient effective water flow area. Welding work in the tunnel can be abolished by adopting such a mechanical connector.

【0039】請求項5は、鋼製筒体同士の間にシール部
材を介在させ、このシール材を圧縮固定したことを特徴
とする。シール部材により、シール性が高まり、筒体内
部の流体が外へ洩れること及び外から筒体内へ流体が流
れ込む心配がない。シール材を筒体間に固定したので、
シール材がずれたり、食み出したりする心配がなく、長
期に渡ってシール性能を発揮させることができる。
A fifth aspect of the present invention is characterized in that a seal member is interposed between the steel cylinders and the seal material is compressed and fixed. The seal member enhances the sealing property, and there is no fear that the fluid inside the cylinder will leak out and the fluid will flow into the cylinder from the outside. Since the sealing material was fixed between the cylinders,
There is no need to worry about the sealing material shifting or protruding, and it is possible to exert the sealing performance for a long time.

【0040】請求項6は、一方の鋼製筒体の端部内面に
ボルトを付設し、このボルトにナットを螺着し、他方の
鋼製筒体の端部内面に前記ナットを掛けるナット掛けピ
ースを付設し、ナットを締めることにより筒体同士の間
隔を狭めることのできる引張り手段を備えたことを特徴
とする。先行筒体へ次の筒体を簡単に引き寄せることが
できるので施工効率を高めることができる。
According to a sixth aspect of the present invention, a bolt is attached to an inner surface of an end of one steel cylinder, a nut is screwed to the bolt, and the nut is hung on an inner surface of the end of the other steel cylinder. It is characterized in that it is provided with a pulling means capable of narrowing the interval between the cylinders by attaching a piece and tightening the nut. Since the next cylinder can be easily drawn to the preceding cylinder, the construction efficiency can be improved.

【0041】請求項7は、トンネル内張り用鋼製筒体を
地面から浮せた状態で運搬する運搬台車において、この
運搬台車は、前輪、中輪及び後輪を備え、前記中輪を昇
降可能とし、この中輪と後輪との間隔を前記鋼製筒体の
長さより大とし、また、前輪を後輪よりも所定寸法高位
置とし、この所定寸法をトンネル内に据え付けられた筒
体の床とトンネル床との差に合わせたことを特徴とす
る。後輪より高位置とされた前輪と、昇降可能な中輪と
を備えたので、筒体を水平のままで運搬し、先行筒体に
突き合せることができる。すなわち、筒体の傾きを修正
するシリンダ及びシリンダ制御装置を必要としないの
で、運搬台車の機構を簡単にすることができる。
According to a seventh aspect of the present invention, there is provided a carrier truck for transporting a steel tube for lining a tunnel in a state of being floated from the ground. The distance between the middle wheel and the rear wheel is set to be larger than the length of the steel cylinder, and the front wheel is set at a predetermined height higher than the rear wheel, and the predetermined size of the cylinder installed in the tunnel. It is characterized by matching the difference between the floor and the tunnel floor. Since the front wheel positioned higher than the rear wheel and the vertically movable middle wheel are provided, it is possible to transport the tubular body in a horizontal state and abut against the preceding tubular body. That is, since the cylinder and the cylinder control device for correcting the inclination of the cylinder are not required, the mechanism of the carriage can be simplified.

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

【図1】本発明に係るトンネル内張り用鋼製筒体(第1
実施例)の分解斜視図
FIG. 1 is a steel cylinder for tunnel lining according to the present invention (first
Example) exploded perspective view

【図2】本発明に係る筒体(第1実施例)の組立後の斜
視図
FIG. 2 is a perspective view of a cylindrical body (first embodiment) according to the present invention after assembly.

【図3】本発明に係る筒体の締結具の斜視図FIG. 3 is a perspective view of a fastener for a tubular body according to the present invention.

【図4】本発明に係る筒体の締結具、シール部材及び引
張り手段を示す断面図
FIG. 4 is a cross-sectional view showing a fastener, a seal member, and a pulling means for a tubular body according to the present invention.

【図5】本発明に係る吊り具兼用ガイド板の取付け図FIG. 5 is a mounting view of a guide plate for combined use with a hanging tool according to the present invention.

【図6】本発明に係る長手ガイド板の断面拡大図FIG. 6 is an enlarged cross-sectional view of a longitudinal guide plate according to the present invention.

【図7】本発明に係る筒体の運搬台車の側面図FIG. 7 is a side view of a tubular carrier according to the present invention.

【図8】図7の8矢視図FIG. 8 is a view on arrow 8 of FIG.

【図9】本発明に係る筒体の運搬台車の正面図FIG. 9 is a front view of a tubular carrier according to the present invention.

【図10】本発明に係る施工説明図(前半)FIG. 10 is a construction explanatory view according to the present invention (first half)

【図11】本発明に係る施工説明図(後半)FIG. 11 is a construction explanatory view (second half) according to the present invention.

【図12】本発明の締結具及び引張り手段の作用説明図FIG. 12 is an operation explanatory view of the fastener and the pulling means of the present invention.

【図13】本発明に係る筒体(第1実施例)とトンネル
との関係を示す図
FIG. 13 is a diagram showing a relationship between a cylinder (first embodiment) and a tunnel according to the present invention.

【図14】本発明に係るトンネル内張り用鋼製筒体(第
2実施例)の分解斜視図
FIG. 14 is an exploded perspective view of a steel cylinder for tunnel lining according to the present invention (second embodiment).

【図15】本発明に係る筒体(第2実施例)の組立後の
斜視図
FIG. 15 is a perspective view of a cylindrical body (second embodiment) according to the present invention after assembling.

【図16】本発明に係る筒体(第2実施例)の下部分割
体のフランジ部拡大図
FIG. 16 is an enlarged view of a flange portion of a lower divided body of a cylinder body (second embodiment) according to the present invention.

【図17】本発明に係る筒体(第2実施例)とトンネル
との関係を示す図
FIG. 17 is a diagram showing a relationship between a cylinder (second embodiment) and a tunnel according to the present invention.

【符号の説明】[Explanation of symbols]

1,70…トンネル内張り用鋼製筒体(筒体)、1A…
先行筒体、2,3,71,72…分割体、4…爪付きア
ーム、5…長手ガイド板、6…ボルト、7…爪受け金
具、8…ナット掛けピース、20…締結具(機械式締結
具)、23…スプリング(板スプリング)、25…シー
ル部材、30…引張り手段、34…トンネル(既設トン
ネル)、35…トンネルの内壁面、40…筒体の運搬台
車、41…台車フレーム、42…前輪、43…中輪、4
4…後輪、45…昇降シリンダ、74…フランジ、7
6,77…基礎ボルト。
1, 70 ... Steel tubing for lining tunnel (cylindrical body), 1A ...
Leading cylinder, 2, 3, 71, 72 ... Divided body, 4 ... Arm with claw, 5 ... Longitudinal guide plate, 6 ... Bolt, 7 ... Claw receiving metal fitting, 8 ... Nut hook piece, 20 ... Fastener (mechanical type) Fasteners, 23 ... Spring (plate spring), 25 ... Seal member, 30 ... Pulling means, 34 ... Tunnel (existing tunnel), 35 ... Tunnel inner wall surface, 40 ... Cylindrical carrier truck, 41 ... Truck frame, 42 ... front wheel, 43 ... middle wheel, 4
4 ... rear wheel, 45 ... lifting cylinder, 74 ... flange, 7
6, 77 ... Foundation bolt.

フロントページの続き (72)発明者 作本 敏和 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 山下 禎二 神奈川県横浜市磯子区中原1丁目1番31号 三共技研工業株式会社内 (72)発明者 池田 光裕 大阪府堺市出島西町2番地 住友金属プラ ンテック株式会社内Front page continuation (72) Inventor Toshikazu Sakumoto 4-5-3 Kitahama, Chuo-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries Co., Ltd. (72) Teiji Yamashita 1-31, Nakahara, Isogo-ku, Yokohama, Kanagawa No. Sankyo Giken Industry Co., Ltd. (72) Inventor Mitsuhiro Ikeda 2 Dejima Nishimachi, Sakai City, Osaka Prefecture Sumitomo Metals Plantech Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 既設トンネルの内壁面断面よりも少し小
さい相似形断面の鋼製筒体を既設トンネルへ搬入する工
程と、この筒体を先行筒体に機械式締結具で結合する連
結工程とからなることを特徴としたトンネル内張り方
法。
1. A step of bringing in a steel cylinder having a similar cross section, which is slightly smaller than the inner wall surface cross section of the existing tunnel, into the existing tunnel, and a connecting step of connecting this cylinder to the preceding cylinder with a mechanical fastener. Tunnel lining method characterized by consisting of.
【請求項2】 既設トンネルの内壁面断面よりも少し小
さい相似形断面の鋼製筒体を分割したところの分割体を
製造する工程と、これらの分割体を既設トンネルの出入
口まで運ぶ運搬工程と、既設トンネルの外で分割体同士
を溶接にて組立てる工程と、組立られた筒体を既設トン
ネル内へ搬入する工程と、この筒体を先行筒体に機械式
締結具で結合する連結工程とからなることを特徴とした
トンネル内張り方法。
2. A step of manufacturing divided bodies obtained by dividing a steel cylinder having a similar cross section that is slightly smaller than the inner wall surface section of the existing tunnel, and a transportation step of carrying these divided bodies to the entrance and exit of the existing tunnel. , A step of assembling the divided bodies by welding outside the existing tunnel, a step of loading the assembled tubular body into the existing tunnel, and a connecting step of connecting the tubular body to the preceding tubular body with a mechanical fastener. Tunnel lining method characterized by consisting of.
【請求項3】 馬蹄形トンネルの内壁面断面よりも少し
小さい逆U形断面の鋼製半割り筒体を分割したところの
分割体を製造する工程と、これらの分割体を既設トンネ
ルの出入口まで運ぶ運搬工程と、既設トンネルの外で分
割体同士を溶接にて組立てる工程と、組立られた逆U形
断面の半割り筒体を既設トンネル内へ搬入する工程と、
この半割り筒体を先行半割り筒体に機械式締結具で結合
する連結工程と、半割り筒体の下端部をトンネルの床に
基礎ボルトで固定する固定工程とからなることを特徴と
したトンネル内張り方法。
3. A process of manufacturing a divided body of a steel half-divided cylinder having an inverted U-shaped cross section, which is slightly smaller than the inner wall surface cross section of the horseshoe-shaped tunnel, and carrying these divided bodies to the entrance / exit of the existing tunnel. A carrying step, a step of assembling the divided bodies by welding outside the existing tunnel, and a step of bringing the assembled half-divided cylinder having an inverted U-shaped cross section into the existing tunnel,
It is characterized by a connecting step of connecting this half-divided cylinder to the preceding half-divided cylinder with a mechanical fastener, and a fixing step of fixing the lower end of the half-divided cylinder to the floor of the tunnel with foundation bolts. Tunnel lining method.
【請求項4】 既設トンネルの内壁面断面よりも少し小
さい相似形断面の鋼製筒体同士を結合するための締結具
において、この締結具は、一方の筒体の端部外面に固定
した爪受け金具と、この爪受け金具に噛合させるために
他方の筒体の端部外面に揺動可能に係止した爪付きアー
ムと、このアームを噛合側へ付勢するスプリングとから
なることを特徴としたトンネル内張り用鋼製筒体の締結
具。
4. A fastener for joining steel cylinders having a similar cross section, which is slightly smaller than the inner wall surface cross section of an existing tunnel, wherein the fastener is a claw fixed to the outer surface of the end of one cylinder. It is characterized by comprising a receiving metal fitting, an arm with a pawl swingably locked to the outer surface of the end of the other cylinder for engaging with the pawl receiving metal fitting, and a spring for biasing this arm toward the engaging side. Steel tubular fasteners for lining tunnels.
【請求項5】 前記鋼製筒体同士の間にシール部材を介
在させ、このシール材を圧縮固定したことを特徴とする
請求項4記載のトンネル内張り用鋼製筒体の締結具。
5. The fastener for a steel cylinder for tunnel lining according to claim 4, wherein a seal member is interposed between the steel cylinders, and the seal material is compressed and fixed.
【請求項6】 前記一方の鋼製筒体の端部内面にボルト
を付設し、このボルトにナットを螺着し、他方の鋼製筒
体の端部内面に前記ナットを掛けるナット掛けピースを
付設し、ナットを締めることにより筒体同士の間隔を狭
めることのできる引張り手段を備えたことを特徴とする
請求項4又は請求項5記載のトンネル内張り用鋼製筒体
の締結具。
6. A nut-hanging piece, wherein a bolt is attached to an inner surface of an end of one of the steel cylinders, a nut is screwed to the bolt, and the nut is hung on an inner surface of the end of the other steel cylinder. A fastener for a steel cylinder for tunnel lining according to claim 4 or 5, further comprising a pulling means that is attached and that can tighten the nut to reduce the distance between the cylinders.
【請求項7】 トンネル内張り用鋼製筒体を地面から浮
せた状態で運搬する運搬台車において、この運搬台車
は、前輪、中輪及び後輪を備え、前記中輪を昇降可能と
し、この中輪と後輪との間隔を前記鋼製筒体の長さより
大とし、また、前輪を後輪よりも所定寸法高位置とし、
この所定寸法をトンネル内に据え付けられた筒体の床と
トンネル床との差に合わせたことを特徴とするトンネル
内張り用鋼製筒体の運搬台車。
7. A transporting vehicle for transporting a steel cylinder for tunnel lining in a state of being floated from the ground, the transporting vehicle including front wheels, middle wheels and rear wheels, the middle wheels being able to be raised and lowered. The distance between the middle wheel and the rear wheel is set to be larger than the length of the steel cylinder, and the front wheel is set at a predetermined height higher than the rear wheel.
A carrier for a steel cylinder for lining a tunnel, characterized in that the predetermined size is matched to the difference between the floor of the cylinder installed in the tunnel and the floor of the tunnel.
JP7235552A 1995-09-13 1995-09-13 Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck Withdrawn JPH0978993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7235552A JPH0978993A (en) 1995-09-13 1995-09-13 Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7235552A JPH0978993A (en) 1995-09-13 1995-09-13 Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck

Publications (1)

Publication Number Publication Date
JPH0978993A true JPH0978993A (en) 1997-03-25

Family

ID=16987682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7235552A Withdrawn JPH0978993A (en) 1995-09-13 1995-09-13 Tunnel lining method, tunnel lining steel barrel body fastener and tunnel lining steel barrel body transport truck

Country Status (1)

Country Link
JP (1) JPH0978993A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323797A (en) * 2000-05-12 2001-11-22 Yoshiji Matsumoto Tunnel lining reinforcing structure using segment with non-uniform section, and method for constructing the same
JP2006291652A (en) * 2005-04-14 2006-10-26 Nippon Steel Corp Tunnel inner surface protecting/reinforcing segment, tunnel inner surface protecting/reinforcing structure and construction method for protecting/reinforcing structure
JP2008115667A (en) * 2006-11-08 2008-05-22 Geostr Corp Tunnel repairing method and tunnel repairing lining plate
KR101885638B1 (en) * 2017-09-06 2018-08-06 주식회사 강물 Socket type steel pipe and water pipe construction method using thereof
JP2019085848A (en) * 2017-11-10 2019-06-06 前田建設工業株式会社 Connection structure for divided supporting

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323797A (en) * 2000-05-12 2001-11-22 Yoshiji Matsumoto Tunnel lining reinforcing structure using segment with non-uniform section, and method for constructing the same
JP2006291652A (en) * 2005-04-14 2006-10-26 Nippon Steel Corp Tunnel inner surface protecting/reinforcing segment, tunnel inner surface protecting/reinforcing structure and construction method for protecting/reinforcing structure
JP2008115667A (en) * 2006-11-08 2008-05-22 Geostr Corp Tunnel repairing method and tunnel repairing lining plate
KR101885638B1 (en) * 2017-09-06 2018-08-06 주식회사 강물 Socket type steel pipe and water pipe construction method using thereof
JP2019085848A (en) * 2017-11-10 2019-06-06 前田建設工業株式会社 Connection structure for divided supporting

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A300 Withdrawal of application because of no request for examination

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Effective date: 20021203