JPH01198997A - Painting device for tunnel inner wall - Google Patents
Painting device for tunnel inner wallInfo
- Publication number
- JPH01198997A JPH01198997A JP63021326A JP2132688A JPH01198997A JP H01198997 A JPH01198997 A JP H01198997A JP 63021326 A JP63021326 A JP 63021326A JP 2132688 A JP2132688 A JP 2132688A JP H01198997 A JPH01198997 A JP H01198997A
- Authority
- JP
- Japan
- Prior art keywords
- trowel
- concrete
- link mechanism
- tunnel
- timberings
- 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
- 238000010422 painting Methods 0.000 title abstract 2
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000000428 dust Substances 0.000 abstract description 2
- 230000002411 adverse Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000000843 powder Substances 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 229910052742 iron Inorganic materials 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005422 blasting Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000007592 spray painting technique Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、隣り合う両支保間のトンネル内壁面にコン
クリートやモルタル等を塗りつけることができるトンネ
ル内壁用塗装装に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a tunnel inner wall coating device that can apply concrete, mortar, etc. to the tunnel inner wall surface between adjacent supports.
(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、亀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
を形成するようになっていた。(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, mortar, etc. was sprayed to form a concrete or mortar layer.
(発明が解決しようとする課題) そのように吹付機により吹付けた場合には。(Problem to be solved by the invention) When sprayed with a spray machine like that.
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、トンネル内の環墳雰
囲気を悪くシ、とくに人体に対して影響が悪く、また、
吹付塗装では、v4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、といった不具合があっ
た。The rapid release of water containing cement into the air from the nozzle of the spray machine creates fog, and the concrete dust that bounces off the concrete creates a negative atmosphere inside the tunnel, which has a particularly bad effect on the human body. ,Also,
In spray painting, there were problems such as spraying was also performed on the surface side of both supports that matched V4, and the sprayed layer was not uniform and unnecessary spraying was performed.
(課題を解決するための手段)
この発明は、そのような不具合を解決し、隣り合う側皮
保間のトンネル内壁面に確実良好に塗装できるようにし
たものであり、そのため。(Means for Solving the Problems) This invention solves such problems and makes it possible to reliably and satisfactorily paint the inner wall surfaces of tunnels between adjacent side skin sections.
トンネル内に設置できる支持部より延出して伸縮移動で
きるリンク機構の先端側には、コンクリート等を前面側
に受給できるこてを連設し。A trowel that can receive concrete, etc. from the front side is connected to the tip side of the link mechanism that can extend and contract from the support part that can be installed in the tunnel.
前面両横6′r″nす、県テ両側0両支7°°近+fi
″。Front both sides 6'r''n, Prefecture Te both sides 0 both supports 7°° near +fi
″.
ことができて移動方向前後端にブラシ層を突設した前記
こての前面には前高後低のテーパー面を形成して構成し
たものである。The front surface of the trowel, which has a brush layer protruding from the front and rear ends in the moving direction, has a tapered surface that is high at the front and low at the rear.
(作用)
したがって、支持側のリンク機構を伸縮移動させながら
、隣り合う側皮保の間をこてが移動するように抛作する
と、こての前面に供給されるコンクリート等は、前面の
テーパー面により程良く押しつけられながら側皮保間の
トンネル内壁面に良好に塗りつけられることになる。(Function) Therefore, if the trowel is moved between the adjacent side panels while expanding and contracting the link mechanism on the supporting side, the concrete etc. supplied to the front of the trowel will be It can be applied well to the inner wall surface of the tunnel of the side skin retainer while being pressed moderately by the surface.
(実施例) 次に1図面に示す実施例について説明する。(Example) Next, an embodiment shown in one drawing will be described.
lは円弧状に湾曲したH型鋼製の支保て、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。1 is a support made of H-shaped steel 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2図および第3図において、Aは支持部を示し、該支
持部Aは1両、端側下部を両側の側皮特装で4.4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5からなるものであり、該ガントリ5の外周には、モ
ータ6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7を装備し、該移動支持体7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8を連
結して、第7図に矢印イで示すように前後方向に伸縮さ
せる油圧シリンダ9を基部側に、また、矢印口で示すよ
うに上下方向に伸縮させる油圧シリンダ10を先端側に
それぞれ介装して構成する。In Figures 2 and 3, A indicates a support part, and the support part A is one car, the lower end of which is supported by 4.4 with special side skins on both sides, and is installed so that it can move inside the tunnel. The gantry 5 is equipped with a movable support 7 on its outer periphery that can reciprocate along substantially its entire circumference by driving a motor 6, and a link mechanism B is connected from the movable support 7 to the gantry 5.
The link mechanism B has a hydraulic cylinder 9 on the base side that connects a large number of links 8 and expands and contracts in the front and back direction as shown by the arrow A in FIG. Hydraulic cylinders 10 that extend and contract in the vertical direction are interposed on the distal end sides.
前記リンク機構Bの先端側に板体のこてCを連設するが
、該こてCは、その前面側両側には騎り合う側皮保1,
1の表面に接合できる段部11、11を形成し、流出孔
12を有する前面には前高後低のテーパー面3を形成す
るとともに、その移動方向前後端にはブラシ層2をそれ
ぞれ突設して構成し、該こてCを前記リンク機構Bの先
端側に対し、第7図に示すように前後方向の軸心ハに対
し矢印二で示すように横方向に回動させることができる
油圧モータ13と、横方向の軸心ホに対し矢印へで示す
ように前後方向に回動させることができる油圧モータ1
4を介装して連設し、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15の先端を前記
こてCの流出孔12後部に連通連設して構成する。A plate-shaped iron C is connected to the tip side of the link mechanism B, and the iron C has side retainers 1 on both sides of the front side thereof, which fit against each other.
1, a tapered surface 3 with a high front and a low rear is formed on the front surface having an outflow hole 12, and a brush layer 2 is protruded from the front and rear ends of the brush layer 2 in the moving direction. The iron C can be rotated in the lateral direction as shown by arrow 2 with respect to the longitudinal axis C with respect to the distal end side of the link mechanism B, as shown in FIG. Hydraulic motor 13 and hydraulic motor 1 that can be rotated in the front and rear directions as shown by arrows with respect to the horizontal axis H.
4 are interposed and connected, and the tip of a conveying hose 15 extending from a concrete pump P movable within the tunnel is connected to the rear of the outflow hole 12 of the trowel C.
なお、前記油圧シリンダ9.10および油圧モータ13
.14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 cylinders 9 and 10 and the hydraulic motor 13
.. 14 is equipped with a sensor that can detect the force with which the trowel C is pressed against the coating surface.
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。The system is configured so that the operator can operate the system appropriately while understanding 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支持部
Aのガントリ5の外周にそわせながら移動支持体7を移
動させる状態で、リンク機構Bを前後上下方向に伸縮さ
せながらこてCを塗り始めの位置に合わせ、隣り合う側
皮保l。Therefore, while moving the movable support 7 along the outer periphery of the gantry 5 of the support part A that can be moved and installed in the tunnel, the trowel C is applied while extending and contracting the link mechanism B in the front and back up and down directions. Adjust the position and protect the adjacent side skin.
lの表面にこてCの両段部If、 11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
を移動させると、こてCはトンネル内壁面の凹凸に対応
して前後方向および横方向に回動しながら、前面のテー
パー面3でもって。Align both step parts If and 11 of trowel C with the surface of trowel C, and while supplying concrete to the front surface of trowel C,
When the iron C is moved, the iron C rotates back and forth and in the lateral direction in response to the unevenness of the inner wall surface of the tunnel, while using the tapered surface 3 on the front side.
均一層となって仕上げ面が良好となるよう側皮保1,1
間の内壁面にコンクリートを程良く押しつけながら塗り
つけることができることになる。Apply side skin protection 1, 1 to ensure a uniform layer and a good finished surface.
This means that the concrete can be applied to the inner wall surface between the two while pressing it just the right amount.
第8図は他の実施例を示し、前記実施例とは同一符号で
示すように、リンク機構Bの構造を変えただけで略同様
に構成したものである。FIG. 8 shows another embodiment, and as indicated by the same reference numerals as in the previous embodiment, it has substantially the same structure except that the structure of the link mechanism B is changed.
第9図に示す別の実施例では1支持部Aを走行移動車に
したものであり、前記実施例とは同一符号で示すように
略同様に構成するが、リンク機構Bの基部側は油圧モー
タ16により横方向に回動自在にして連設したものであ
る。In another embodiment shown in FIG. 9, one support part A is used as a traveling vehicle, and the structure is substantially the same as that of the previous embodiment as indicated by the same reference numerals, but the base side of the link mechanism B is hydraulically connected. They are arranged in series so that they can be rotated laterally by a motor 16.
第10図に示すさらに別の実施例では、支持部Aを走行
移動車にして第9図に示す実施例と略同様に構成するが
、リンク機構Bの上下動は伸縮装置10aにより行なう
ようにして構成したものである。In yet another embodiment shown in FIG. 10, the support part A is a traveling vehicle and is constructed in substantially the same manner as the embodiment shown in FIG. It is composed of
(発明の効果)
このようにこの発明は、リンク機構により操作されるこ
とが側皮保の間を側皮保にそって移動させられる状態で
、こての前面に送給されるコンクリート等を、前面のテ
ーパー面により程良く押しつけながら1両支保間のトン
ネル内壁面に、仕上がりが良好となるよう均−状に、し
かも側皮保の表面側に塗りつけないようにして無駄なく
良好に塗りつけることができることになり、オペレータ
に影響なく操作性良く確実良好に5また作業性良く塗装
できることになり。(Effects of the Invention) In this way, the present invention allows concrete, etc., to be fed to the front surface of the trowel, to be moved between the side sheaths along the side sheaths by being operated by the link mechanism. Apply it evenly to the inner wall surface of the tunnel between one car support while pressing it moderately against the tapered surface of the front side, to ensure a good finish, and without wasting any waste by avoiding applying it to the surface of the side skin protection. This means that it is possible to paint with good operability, reliably, and with good workability without affecting the operator.
好適に実施できる特長を有する。It has the advantage of being suitable for implementation.
第1図はこの発明の実施例であるこての側断面図、第2
図は要部全体の側面図、第3図は第2図の一部の背面図
、第4図は第1図の斜視図を示し、第5図および第6図
は第1図のv−v線およびVl−Vl線における断面図
をそれぞれ示し、第7図は説明図、第8図、第9図およ
び第10図はそれぞれ他の実施例を示す。
A・・・支持部、 B・・・リンク機構。
C・・・こて、 l・・・支保。
2・・・ブラシ層、 3・・・テーパー面。
特許出願人 株式会社小松製作所
代理人 (弁理士)松 澤 統
第1図
第2図
第3図
ノ
第5図11
;図Fig. 1 is a side sectional view of a iron which is an embodiment of the present invention;
The figure shows a side view of the entire main part, FIG. 3 shows a rear view of a part of FIG. 2, FIG. 4 shows a perspective view of FIG. 1, and FIGS. 7 is an explanatory view, and FIG. 8, FIG. 9, and FIG. 10 each show other embodiments. A...Support part, B...Link mechanism. C...trowel, l...support. 2...Brush layer, 3...Tapered surface. Patent Applicant Komatsu Ltd. Representative (Patent Attorney) Osamu Matsuzawa Figure 1 Figure 2 Figure 3-5 Figure 11;
Claims (1)
きるリンク機構の先端側には、コンクリート等を前面側
に受給できるこてを連設し前面両横端部を平行両側の両
支保に近接させることができて、移動方向前後端にブラ
シ層を突設した前記こての前面には前高後低のテーパー
面を形成して、隣り合う両支保間のトンネル内壁面にコ
ンクリート等を塗りつけることができるように構成した
ことを特徴とするトンネル内壁用塗装装置。A trowel capable of receiving concrete, etc., is installed on the front side of the link mechanism that can be extended and expanded from a support part that can be installed in the tunnel, and both front side ends are placed close to both supports on both parallel sides. The front surface of the trowel, which has a brush layer protruding from the front and rear ends in the moving direction, has a tapered surface with a high front and a low rear, and concrete, etc., can be applied to the inner wall surface of the tunnel between the two adjacent supports. A coating device for tunnel inner walls, characterized in that it is configured to be able to perform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63021326A JPH01198997A (en) | 1988-02-02 | 1988-02-02 | Painting device for tunnel inner wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63021326A JPH01198997A (en) | 1988-02-02 | 1988-02-02 | Painting device for tunnel inner wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01198997A true JPH01198997A (en) | 1989-08-10 |
Family
ID=12052018
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63021326A Pending JPH01198997A (en) | 1988-02-02 | 1988-02-02 | Painting device for tunnel inner wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01198997A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003074299A (en) * | 2001-08-31 | 2003-03-12 | Daiho Constr Co Ltd | Spraying device in tunnel |
JP2008179946A (en) * | 2007-01-23 | 2008-08-07 | Daiken Doboku Kk | Scraper for support |
JP2018040116A (en) * | 2016-09-06 | 2018-03-15 | 株式会社大林組 | Repair method of concrete structure |
CN110344862A (en) * | 2019-07-10 | 2019-10-18 | 河南城建学院 | A kind of foundation pit support device for tunnel drainage engineering |
-
1988
- 1988-02-02 JP JP63021326A patent/JPH01198997A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003074299A (en) * | 2001-08-31 | 2003-03-12 | Daiho Constr Co Ltd | Spraying device in tunnel |
JP4646466B2 (en) * | 2001-08-31 | 2011-03-09 | 大豊建設株式会社 | Tunnel spraying device |
JP2008179946A (en) * | 2007-01-23 | 2008-08-07 | Daiken Doboku Kk | Scraper for support |
JP4649420B2 (en) * | 2007-01-23 | 2011-03-09 | 大建土木株式会社 | Support scraper |
JP2018040116A (en) * | 2016-09-06 | 2018-03-15 | 株式会社大林組 | Repair method of concrete structure |
CN110344862A (en) * | 2019-07-10 | 2019-10-18 | 河南城建学院 | A kind of foundation pit support device for tunnel drainage engineering |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP4386798B2 (en) | Curing method and curing device for tunnel lining concrete | |
JP2015206173A (en) | Lining concrete placing device | |
JPH01198997A (en) | Painting device for tunnel inner wall | |
JPH06117197A (en) | Pray-coating robot for forming waterproof layer in tunnel | |
JPH01198999A (en) | Painting device for tunnel inner wall | |
JPH0416699A (en) | Covering method for concrete | |
JPH01198998A (en) | Painting device for tunnel inner wall | |
JP5483641B2 (en) | Tunnel lining concrete curing device and tunnel lining concrete curing method | |
JPH07559Y2 (en) | Coating device for tunnel inner wall | |
JPH01310098A (en) | Concreting trowel device | |
JPH04330199A (en) | Method and device for mounting of waterproof sheet | |
JPH01322099A (en) | Application method for tunnel shielding concrete and device therefor | |
JP7001520B2 (en) | Concrete formwork equipment and concrete placing method | |
CN210370683U (en) | Device is applied paint with a brush to tunnel lining platform truck panel release agent | |
JP2898818B2 (en) | Tunnel construction method | |
JPH0745678Y2 (en) | Trowel equipment for concrete painting | |
JPH01280200A (en) | Concrete coater for tunnel | |
JP2020147989A (en) | Wet curing method for concrete | |
JP4012719B2 (en) | Roll coating equipment | |
JPH0243498A (en) | Method for covering concrete | |
JPH0296098A (en) | Covering construction with concrete | |
JPH03478Y2 (en) | ||
JPH01284696A (en) | Trowel device for coating concrete | |
JPH0353990B2 (en) | ||
JPH01284698A (en) | Trowel device for concrete applying device |