JPH0416699A - Concrete lining method - Google Patents
Concrete lining methodInfo
- Publication number
- JPH0416699A JPH0416699A JP2117514A JP11751490A JPH0416699A JP H0416699 A JPH0416699 A JP H0416699A JP 2117514 A JP2117514 A JP 2117514A JP 11751490 A JP11751490 A JP 11751490A JP H0416699 A JPH0416699 A JP H0416699A
- Authority
- JP
- Japan
- Prior art keywords
- trowel
- concrete
- moving
- timberings
- supporter
- 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
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、掘削または発破により形成されたトンネル
の内壁面にコンクリートやモルタル等を塗りつけること
ができるようにしたトンネル内壁用塗装方法に関するも
のである。[Detailed Description of the Invention] (Field of Industrial Application) This invention relates to a coating method for the inner wall of a tunnel that enables concrete, mortar, etc. to be applied to the inner wall surface of a tunnel formed by excavation or blasting. be.
(従来の技術)
従来は、掘削または発破により形成されたトンネルの内
壁素地面が崩落したり、&裂や水洩れが発生するのを防
止するため、吹付機によりトンネルの内壁面にコンクリ
ートやモルタル等を吹付けてコンクリートやモルタル層
を形成することが一般に行なわれている。(Prior art) Conventionally, in order to prevent the inner wall surface of tunnels formed by excavation or blasting from collapsing, cracking, and water leakage, concrete or mortar was applied to the inner wall surface of the tunnel using a spraying machine. Generally, a concrete or mortar layer is formed by spraying a concrete or mortar layer.
(発明が解決しようとする課題)
上述のように吹付機により吹付けた場合には吹付機のノ
ズルから急激な空中への放出によるセメント類を含んだ
水による霧の発生や、コンクリートの跳ね返りによるコ
ンクリート粉塵により、トンネル内の環境雰囲気を悪<
シ、特に人体に対して影響が悪く、また、吹付塗装では
。(Problems to be Solved by the Invention) As mentioned above, when spraying with a spray machine, water containing cement may be rapidly released into the air from the nozzle of the spray machine, creating a mist, or may be caused by splashing of concrete. Concrete dust creates a bad environment inside the tunnel.
However, it has a particularly bad effect on the human body, and is also used for spray painting.
隣り合う両支保の表面側に対しても吹付けが行われたり
して、吹付層が均一にならなかったり無駄な吹付けが行
われてしまうというような不具合を呈していた。The spraying was also performed on the surface sides of both adjacent supports, resulting in problems such as an uneven sprayed layer and unnecessary spraying.
この発明は上記のような不具合を解決することをその目
的とする。An object of the present invention is to solve the above-mentioned problems.
(課題を解決するための手段及び作用)この発明は上記
の点に鑑みなされたものであって、トンネル内に設置で
きる支持装置より延出して伸縮移動できるリンク機構の
先端側には。(Means and Effects for Solving the Problems) The present invention has been made in view of the above points, and includes a link mechanism that extends from a support device that can be installed in a tunnel and is movable by extension and contraction.
コンクリート等を前面側に受給できるこてを連設し、前
記こての前面には、それぞれ移動方向前後端側か高く内
方側が低(なって相互に逆テーパー面となる両テーパー
面を対称的に形成し。Trowels that can receive concrete, etc. are installed in series on the front side, and the front side of the trowel has two tapered surfaces that are high on the front and rear ends in the direction of movement, and low on the inner side (so that the tapered surfaces are opposite to each other). Formed.
このこての両段部を隣り合う両支保間の表面に沿わせて
両支保をガイドとして一方側に移動させることによって
コンクリート等を塗装すると共に、その後こての向きを
反転させないで前記方向と反対側の他方側に移動させる
ことによって、こての前面に供給されるコンクリート等
は移動方向前方側のテーパ面によって前方側にはみ出る
のが防止されると共に移動方向後方側のテーパ面により
絞りつけられることにより程よく押しつけられ2両支保
間のトンネル内壁面に良好に塗りつけられることができ
る。Coating concrete, etc. by moving both steps of the trowel along the surfaces of the adjacent supports and moving them to one side using both supports as guides, and then moving the trowel in the above direction without reversing the direction of the trowel. By moving the concrete to the other side, the concrete, etc. supplied to the front of the trowel is prevented from protruding forward by the tapered surface on the front side in the direction of movement, and is squeezed by the tapered surface on the rear side in the direction of movement. By doing so, it can be pressed properly and coated well on the inner wall surface of the tunnel between the two supports.
(実施例) 次にこの発明の一実施例を図面を参照して詳述する。(Example) Next, one embodiment of the present invention will be described in detail with reference to the drawings.
1は円弧状に湾曲したH型鋼型の支保で、掘削または発
破により形成されたトンネルの内壁面にそわせて平行に
一定間隔おきに架着したものである。Reference numeral 1 denotes an H-shaped steel support that is curved into an arc, and is installed parallel to the inner wall surface of a tunnel formed by excavation or blasting at regular intervals.
第1図および第2図において、支持装置Aは。In FIGS. 1 and 2, the support device A is.
両端側下部を両側の支持体5.5により支持されてトン
ネル内を移動可能に設置されたガントリ6からなるもの
であり、該ガントリ6の外周には、モータ7の駆動によ
りその略全周にそって往復動できる移動支持体8を装備
し、該移動支持体8からリンク機構Bを延設するが、該
リンク機構Bは、多数のリンク9を連結して基部側には
前後方向に伸縮させる油圧シリンダlOを。It consists of a gantry 6 which is movably installed in the tunnel with its lower end supported by supports 5.5 on both sides. A movable support body 8 that can reciprocate is equipped, and a link mechanism B is installed extending from the movable support body 8. The link mechanism B connects a large number of links 9 and has a base side that extends and contracts in the front and rear directions. Hydraulic cylinder lO.
先端側には上下方向に伸縮させる油圧シリンダ11をそ
れぞれ介装するとともに、その先端側には、横方向に回
動させる油圧モータ12と1前後方向に回動させること
ができる油圧モータ13を介装して板状体のこてCを連
設し構成する。Hydraulic cylinders 11 that extend and contract in the vertical direction are installed on the tip sides, and hydraulic motors 12 that rotate in the horizontal direction and hydraulic motors 13 that can rotate in the front-rear direction are installed on the tip sides. The trowel C, which is a plate-shaped body, is arranged in series.
なお、前記支持装置Aは移動車体にして、該移動車体よ
り前記実施例同様のリンク機構を延設し、その先端側に
前記実施例同様にしてこてCを連設して構成することも
できる。Note that the support device A can also be constructed by using a moving vehicle body, extending a link mechanism similar to the above embodiment from the moving vehicle body, and connecting a trowel C to the tip side thereof in the same manner as in the above embodiments. .
板状体の前記こてCは、隣り合う両支保1゜1の表面に
近接できる段部14.14を前面両横端部にそれぞれ形
成し、前面の移動方向前後端側にはブラシ層2.2をそ
れぞれ突設し、前面の移動方向中央部位に開口するよう
流出孔15を形成し、その前面には、それぞれ移動方向
前後端側か高く内方側が低くなって流出孔15の部位よ
り相互に逆テーパーとなる両テーパー面3a。The plate-shaped trowel C has stepped portions 14 and 14 formed at both lateral ends of the front surface so that they can approach the surfaces of the two adjacent supports 1. .2 are provided in a protruding manner, and an outflow hole 15 is formed so as to open at the center of the front surface in the direction of movement. Both tapered surfaces 3a are tapered inversely to each other.
3bを対称的に形成して構成し、前記流出孔15の後部
には、トンネル内で移動できるコンクリートポンプPよ
り延出する搬送ホース16の先端を連通連設して構成す
る。3b are formed symmetrically, and the tip of a conveying hose 16 extending from a concrete pump P movable within the tunnel is connected to the rear of the outflow hole 15.
なお、前記油圧シリンダ10.11および油圧モータ1
2.13には、こてCを塗付面に押しつける力を検知で
きるセンサーをそれぞれ配備して。Note that the hydraulic cylinder 10.11 and the hydraulic motor 1
2.13 is equipped with a sensor that can detect the force with which the trowel C is pressed against the surface to be coated.
オペレータはその検出によりコンクリートの塗りつけ状
況を把握しながら、適切に操作できるように構成するも
のである。The system is configured so that the operator can perform appropriate operations while grasping the concrete application status through this detection.
したがって、トンネル内を移動させて設置できるガント
リ6の外周に沿わせながら移動支持体8を移動させる状
態で、リンク機IIIBを移動させながらこてCを塗り
始めの位置に合わせ隣り合う両支保1.1の表面にこて
Cの両段部14、14をそれぞれ合わせてこてCの前面
にコンクリートを供給しながらこてCを矢印イ方向に移
動させると1両支保1.1間の内壁面4にコンクリート
を塗りつけることができることになるが、前面側に供給
されるコンクリートは移動方向前方側のテーパー面3a
により前方側にはみ出るのを防止される状態となり、そ
のまま移動方向後方側となるテーパー面3bにより絞り
つけられるようにして程良く押しつけられながら、均一
層となって仕上げ面が良好となるよう塗りつけられるこ
とになる。Therefore, while moving the movable support 8 along the outer periphery of the gantry 6 that can be moved and installed in the tunnel, the trowel C is placed at the starting position while moving the link machine IIIB, and both adjacent supports 1 When the trowel C is moved in the direction of arrow A while supplying concrete to the front surface of the trowel C, the inner wall surface between the 1 and 1 supports 1. 4, but the concrete supplied to the front side is the tapered surface 3a on the front side in the direction of movement.
This prevents it from protruding to the front side, and the tapered surface 3b, which is on the rear side in the direction of movement, squeezes and presses it moderately, and it is applied in a uniform layer to give a good finished surface. It turns out.
また、こてCが矢印イ方向に移動して塗装が−たん終了
し1次なる隣りの両支保1,1間にこてCを移動させて
再び塗装を行なう場合には。Further, when the trowel C is moved in the direction of arrow A to finish painting immediately, the trowel C is moved between the two primary adjacent supports 1 and 1 to perform painting again.
こてCを反転させないでそのまま移動させて。Move the iron C without turning it around.
こてCを逆矢印イ方向に移動させながら塗装を行なうと
、その状態で移動方向後方側となるテーパー面3aによ
ってコンクリートを絞りつけるようにして程よく押しつ
けながら塗りつけることができることになる。When painting is carried out while moving the trowel C in the direction of the reverse arrow A, it is possible to apply the concrete while squeezing the concrete with the tapered surface 3a on the rear side in the moving direction.
(発明の効果)
この発明は以上詳述したようにして成り、隣り合う両支
保の間をこてが移動しながらコンクリートを塗りつける
状態で、移動方向前方側のテーパー面の一方によりコン
クリートのはみ出しを良好に防止しながら、後方側とな
る他方のテーパー面により絞りつけるようにして程良く
押しつけながら均−状に良好に塗装できることができ、
特に上述のように前方、後方に両方向のテーパをつけた
ことによって2次なる工程では、こてを反転させないで
逆方向に移動させると、その状態で移動方向後方側とな
るテーパー面によりコンクリートを絞りつけるようにし
て程良く押しつけながら良好に塗装できることができる
。(Effects of the Invention) This invention is constructed as described in detail above, and while the trowel is moving between the two adjacent supports and applying concrete, one of the tapered surfaces on the forward side in the direction of movement is used to prevent the concrete from protruding. It is possible to apply the paint evenly and well while applying good pressure by squeezing it with the other tapered surface on the rear side.
In particular, in the secondary process where the taper is tapered in both the front and rear directions as described above, if the trowel is moved in the opposite direction without reversing it, the tapered surface on the rear side in the direction of movement will move the concrete in that state. It is possible to apply a good coating while squeezing the paint just the right amount.
従ってこの発明の方法によれば、操作性もよく、さらに
作業性もよく両支保間にコンクリートを塗装できること
になって好適に実施できる特長を有するものである。Therefore, according to the method of the present invention, the method has the advantage of being easy to operate, and also having good workability and being able to coat concrete between both supports, so that it can be carried out suitably.
第1図はこの発明を実施するのに使用する装置の全体を
示す側面図、第2図は第1図の一部の背面図、第3図は
その要部の側断面図、第4図は斜視図である。
A・・・支持装置 B・・・リンク機構C・・・
こて 1・・・支保2・・・ブラシ層
3a、3b・・・テーパー面
4・・・内壁面
特許出願人 株式会社小松製作所
代理人 (弁理士)松 澤 統
(ほか1名)
第1図
第
図
第
図Fig. 1 is a side view showing the entire device used to carry out this invention, Fig. 2 is a rear view of a part of Fig. 1, Fig. 3 is a side sectional view of the main part, and Fig. 4. is a perspective view. A...Support device B...Link mechanism C...
Trowel 1... Support 2... Brush layer 3a, 3b... Tapered surface 4... Inner wall surface Patent applicant Komatsu Ltd. Representative (patent attorney) Osamu Matsuzawa (and 1 other person) 1st Figure Figure Figure
Claims (1)
て少なくとも前後上下方向および横方向に伸縮回動でき
る長リンク機構を走行移動車から延設し、前記リンク機
構の先端側にはコンクリート等を前面に受給できるよう
にしたこてを回動操作可能にして連設しコンクリート塗
装用こて装置を用いて岩盤壁面にコンクリートを複数回
吹きつけてコンクリートの覆工を行うに際し、上記こて
の前面にそれぞれ移動方向前後端側が高く内方側が低く
なって相互に逆テーパとなる両テーパ面を対称的に形成
し、該こての両段部を隣り合う両支保間の表面に沿わせ
て両支保をガイドとして一方側に移動させ、その後こて
の向きを反転させずに前記方向と反対側の他方側に移動
させることにより、岩盤壁面にコンクリートの塗装を行
うようにした、コンクリートの覆工方法。A long link mechanism that connects a plurality of links and can extend and rotate at least in the front, back, up, down, and lateral directions by interposing a telescopic cylinder or the like is installed from the traveling vehicle, and the tip side of the link mechanism is covered with concrete, etc. When performing concrete lining by spraying concrete on a rock wall surface multiple times using a concrete painting trowel device, the trowels that can be rotated and placed in series so that they can be received from the front are used. Both tapered surfaces are formed symmetrically on the front surface, with the front and rear ends in the direction of movement being higher and the inner side being lower and tapering inversely to each other, and both steps of the trowel are aligned with the surfaces between the two adjacent supports. A concrete coating method in which concrete is applied to a rock wall surface by moving the trowel to one side using both supports as guides, and then moving the trowel to the other side opposite to the direction described above without reversing the direction of the trowel. Construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117514A JPH0416699A (en) | 1990-05-09 | 1990-05-09 | Concrete lining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117514A JPH0416699A (en) | 1990-05-09 | 1990-05-09 | Concrete lining method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0416699A true JPH0416699A (en) | 1992-01-21 |
Family
ID=14713647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2117514A Pending JPH0416699A (en) | 1990-05-09 | 1990-05-09 | Concrete lining method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0416699A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083655A (en) * | 2017-12-29 | 2018-12-25 | 绍兴文理学院 | A kind of high-ground stress environment stratiform surrounding rock tunnel orientation support reinforcement method |
| CN110984236A (en) * | 2019-11-25 | 2020-04-10 | 中交二航局第三工程有限公司 | Construction method for connecting point of sleeved type light and shade excavation structural portal interface |
-
1990
- 1990-05-09 JP JP2117514A patent/JPH0416699A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083655A (en) * | 2017-12-29 | 2018-12-25 | 绍兴文理学院 | A kind of high-ground stress environment stratiform surrounding rock tunnel orientation support reinforcement method |
| CN110984236A (en) * | 2019-11-25 | 2020-04-10 | 中交二航局第三工程有限公司 | Construction method for connecting point of sleeved type light and shade excavation structural portal interface |
| CN110984236B (en) * | 2019-11-25 | 2021-06-01 | 中交二航局第三工程有限公司 | Construction method for connecting point of sleeved type light and shade excavation structural portal interface |
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