JPS62248800A - Method of repairing tunnel - Google Patents
Method of repairing tunnelInfo
- Publication number
- JPS62248800A JPS62248800A JP61092276A JP9227686A JPS62248800A JP S62248800 A JPS62248800 A JP S62248800A JP 61092276 A JP61092276 A JP 61092276A JP 9227686 A JP9227686 A JP 9227686A JP S62248800 A JPS62248800 A JP S62248800A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- tunnel
- scaffolding
- spraying
- scaffold
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 10
- 230000008439 repair process Effects 0.000 claims description 11
- 238000005507 spraying Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 206010012239 Delusion Diseases 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 231100000868 delusion Toxicity 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、トンネルの補修方法に関するものである。[Detailed description of the invention] <Industrial application field> The present invention relates to a tunnel repair method.
〈従来の技術〉
あらたなトンネルの施工方法には各種のすぐれた方法が
開発されている。<Conventional technology> Various excellent methods have been developed for constructing new tunnels.
ところが、すでに完成し、使用しているトンネルの補修
方法はいまだに能率的な、信頼性の高いものは存在しな
い。However, there is still no efficient or reliable repair method for tunnels that have already been completed and are in use.
と(に鉄道のトンネルのように、作業時間がきわめて制
限され、かつ作業空間にも架線、信号線などの障害物の
多い場所では確立した方法がない。There is no established method in places such as railway tunnels, where working time is extremely limited and the working space is full of obstacles such as overhead wires and signal lines.
そのため、外部で行う一般の作業を順次トンネル内部で
思考錯誤的に実行してみるといった、非常に能率のわる
い方法でしか作業がおこなわれていない。As a result, work is only carried out using very inefficient methods, such as trying to carry out common tasks outside the tunnel one by one inside the tunnel, based on delusion and error.
く本発明の目的〉
本発明はこのような点を改善するためになされたもので
、作業時間、作業空間のきわめて制限されている鉄道ト
ンネルにおいても能率的に、システマチックに補修作業
を行うことができる補修方法を提供することを目的とす
る。OBJECT OF THE INVENTION The present invention has been made to improve the above-mentioned problems, and it is an object of the present invention to efficiently and systematically perform repair work even in railway tunnels where work time and work space are extremely limited. The purpose is to provide a repair method that can be used.
く本発明の構成〉
つぎに本発明の補修方法の実施例について、まず使用す
る作業装置から説明する。Structure of the Present Invention> Next, an embodiment of the repair method of the present invention will be described, starting with the working device used.
くイ〉コンクリートポンプ
コンクリートポンプ1は、車輪13付の台車11の上に
タンク12を搭載した形状のポンプ車である。Concrete Pump The concrete pump 1 is a pump truck having a tank 12 mounted on a cart 11 with wheels 13.
タンク12の内部には一定の圧力の圧縮空気を供給して
、コンクリートをホース14の先端から吐き出しつるよ
うに構成する。Compressed air at a constant pressure is supplied to the inside of the tank 12, and the concrete is discharged from the tip of the hose 14.
く口〉足場台車
足場台車2は、車輪21を有する台車の上に、昇降自在
な足場床22を取り付けたものである。Scaffolding Cart The scaffolding cart 2 is a cart having wheels 21, on which a scaffolding floor 22 that can be raised and lowered is attached.
そのために、足場床22を支持する柱27は、ジヤツキ
やパンタグラフ式に製作して伸縮が可能に構成する。To this end, the pillars 27 that support the scaffolding floor 22 are constructed in a jack or pantograph style so that they can expand and contract.
足場台車2には、足場だけではな(、発電機23や、急
結材用のポンプ24やタンク26、洗浄水のタンク25
などを同時に搭載する。The scaffolding cart 2 is equipped with not only scaffolding but also a generator 23, a pump 24 and tank 26 for quick-setting materials, and a tank 25 for washing water.
etc. are installed at the same time.
この足場台車2の上に乗った作業員が、トンネル内面の
コンクリートのはつり作業や、金網を張り付ける作業を
行うものである。A worker riding on this scaffolding cart 2 performs the work of chipping concrete on the inner surface of the tunnel and the work of pasting wire mesh.
くハ〉吹き付け台車
吹き付け台車3はやはり車輪31の上に設けた台車の上
に、昇降自在の吹き付け足場32を設けたものである。Kuha> Spraying trolley The spraying trolley 3 is also a trolley mounted on wheels 31, on which a spraying scaffold 32 that can be raised and lowered is provided.
この吹き付け足場32の上には、足場上をスライド自在
でかつ上下方向に伸縮自在のマスト33を垂直に立て、
このマスト33の上にコンクリートホース14の先端の
ノズル15を回転自在に取り付ける。On top of this spraying scaffold 32, a mast 33 is vertically erected, which can slide freely on the scaffold and can extend and contract in the vertical direction.
A nozzle 15 at the tip of a concrete hose 14 is rotatably mounted on this mast 33.
そのために作業員はノズル15の移動、昇降をマスト3
3上に搭載したまま自由にかつ軽快に操作することがで
きる。For this purpose, the worker must move and raise/lower the nozzle 15.
3. It can be operated freely and easily while mounted on the top.
なおホース14の途中にはノズル15からのコンクリー
トの噴射をおこなわせるために、高圧空気を供給する高
圧エヤホースを連結し、かつノズル15の近(には急結
材の供給ホースを接続する。A high-pressure air hose for supplying high-pressure air is connected to the middle of the hose 14 in order to inject concrete from the nozzle 15, and a quick-setting material supply hose is connected near the nozzle 15.
く補修方法〉
くイ〉構内への進行
終電の通過直後に、各車輪付の台車をトンネルの内部に
進行させる。Repair method〉 Kui〉 Proceed to the premises Immediately after the last train has passed, move the cart with each wheel into the inside of the tunnel.
すべての台車がトンネル修復用に設計されているから短
時間の内に各台車を必要な位置に配車することができる
。Since all the trucks are designed for tunnel repair, each truck can be placed in the required position within a short period of time.
く口〉はつり作業
足場台車2の足場床22を上昇させて、その上の作業員
によって劣化したコンクリートのはつり作業を行う。Exit> Chilling work The scaffolding floor 22 of the scaffolding cart 2 is raised, and the workers on top of it lift the deteriorated concrete.
このはつりは特にコンクリートの劣化が進行していれば
厚(、内部まではつりを行うことになる。This chiseling will be necessary especially if the concrete has deteriorated to the inside.
その後にトンネル内面を補強する目的でロックアンカー
やロックボルトを打ち込み、そこに金網を張り付ける場
合がある。Afterwards, rock anchors and rock bolts are driven in to reinforce the inner surface of the tunnel, and wire mesh is sometimes pasted there.
くハ〉コンクリートの吹き付け
劣化の進行したコンクリートを取り除いた状態で、その
内面にコンクリートを吹き付ける。(kuha) Spraying of concrete After removing concrete that has progressed to deterioration, concrete is sprayed on the inner surface of the concrete.
コンクリートはポンプlからは比較的低圧で、トロトロ
した状態で吐出が行われるが、ホース14の途中から高
圧の圧縮空気を供給しているから、ノズル15からはコ
ンクリートをトンネル内面に強い圧力で吹き付けること
ができる。Concrete is discharged from the pump l at a relatively low pressure and in a mushy state, but since high-pressure compressed air is supplied from the middle of the hose 14, the concrete is sprayed with strong pressure from the nozzle 15 onto the inner surface of the tunnel. be able to.
く二〉撤去
始発の列車が通過する前にすべての作業装置を撤去しな
ければならないが、本発明の装置はすべて台車の上に搭
載しであるから、自走または駆動車両で引いて抗性へ退
避させることが出来る。(ii) Removal All working equipment must be removed before the first train passes, but since all the equipment of the present invention is mounted on a bogie, it can be pulled by a self-propelled or driven vehicle to resist resistance. You can evacuate to.
く本発明の効果〉
本発明は上記したような装置を使用して、システマテイ
ックに補修を行うから、きわめて作業空間、作業時間の
制限されているトンネル内部での作業を能率的におこな
うことができる。Effects of the present invention> Since the present invention systematically performs repairs using the above-mentioned device, it is possible to efficiently perform work inside tunnels where work space and work time are extremely limited. Can be done.
前記したようにコンクリートの寿命の限界が近付いたト
ンネルが増加しているが、その補修の具体的対処が困難
であるため実際に補修できずにいるのが現状である。As mentioned above, an increasing number of tunnels are nearing the end of their concrete lifespan, but the current situation is that they cannot actually be repaired because it is difficult to take concrete measures to repair them.
ところが本発明の工法は上記のように施工を行うので、
能率よく、安全に高い信頼性のもとに補修を行うことが
できるものである。However, since the construction method of the present invention is performed as described above,
Repairs can be performed efficiently, safely, and with high reliability.
第1図二本発明の作業装置の実施例を示す説明図。 FIG. 1 is an explanatory diagram showing an embodiment of the working device of the present invention.
Claims (1)
トを連続的に吐出するコンクリートポンプと、 このコンクリートポンプから延長したパイプの先端に固
定したノズルと、 このノズルの近くで、パイプに圧縮空気を供給する加圧
回路とよりなるコンクリート供給手段と、 台車の上に設けて昇降自在の足場と、 コンクリート吹き付け用の足場とより構成した作業装置
を使用し、 台車上の足場によってトンネル内面のはつり作業を行い
、 次に足場を使用してトンネル内面に金網を張り付け、 その後に金網の上にコンクリートを吹き付けておこなう
、 トンネルの補修方法[Claims] A concrete pump that continuously discharges concrete using the pressure of compressed air mounted on a truck; a nozzle fixed to the tip of a pipe extending from the concrete pump; A concrete supply means consisting of a pressurized circuit that supplies compressed air to the tunnel, a scaffold installed on a trolley that can be raised and lowered, and a scaffold for spraying concrete are used to construct a tunnel. A tunnel repair method that involves chiseling out the inner surface, then using scaffolding to attach wire mesh to the tunnel's inner surface, and then spraying concrete on top of the wire mesh.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61092276A JPS62248800A (en) | 1986-04-23 | 1986-04-23 | Method of repairing tunnel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61092276A JPS62248800A (en) | 1986-04-23 | 1986-04-23 | Method of repairing tunnel |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62248800A true JPS62248800A (en) | 1987-10-29 |
Family
ID=14049876
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61092276A Pending JPS62248800A (en) | 1986-04-23 | 1986-04-23 | Method of repairing tunnel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62248800A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108891432A (en) * | 2018-07-06 | 2018-11-27 | 中国铁建重工集团有限公司 | Railway tunnel maintenance car group |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6110673A (en) * | 1984-06-25 | 1986-01-18 | 技術資源開発株式会社 | Concrete spraying apparatus |
JPS6175200A (en) * | 1984-09-19 | 1986-04-17 | 有限会社三輪エンジニアリング | Dust collector in tunnel inner wall repairing equipment |
JPS6123400B2 (en) * | 1979-07-31 | 1986-06-05 | Tokyo Shibaura Electric Co |
-
1986
- 1986-04-23 JP JP61092276A patent/JPS62248800A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6123400B2 (en) * | 1979-07-31 | 1986-06-05 | Tokyo Shibaura Electric Co | |
JPS6110673A (en) * | 1984-06-25 | 1986-01-18 | 技術資源開発株式会社 | Concrete spraying apparatus |
JPS6175200A (en) * | 1984-09-19 | 1986-04-17 | 有限会社三輪エンジニアリング | Dust collector in tunnel inner wall repairing equipment |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108891432A (en) * | 2018-07-06 | 2018-11-27 | 中国铁建重工集团有限公司 | Railway tunnel maintenance car group |
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