JP2963160B2 - Method and apparatus for projecting mixture mixture - Google Patents

Method and apparatus for projecting mixture mixture

Info

Publication number
JP2963160B2
JP2963160B2 JP2196864A JP19686490A JP2963160B2 JP 2963160 B2 JP2963160 B2 JP 2963160B2 JP 2196864 A JP2196864 A JP 2196864A JP 19686490 A JP19686490 A JP 19686490A JP 2963160 B2 JP2963160 B2 JP 2963160B2
Authority
JP
Japan
Prior art keywords
impeller
mixture
supply means
projection
rotating
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.)
Expired - Fee Related
Application number
JP2196864A
Other languages
Japanese (ja)
Other versions
JPH0483096A (en
Inventor
幸一 冨川
勤 萩原
英男 大竹
知平 登坂
亮 永田
由幸 小原
高野  茂
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.)
Taisei Corp
Shimizu Construction Co Ltd
Kumagai Gumi Co Ltd
Original Assignee
Taisei Corp
Shimizu Construction Co Ltd
Kumagai Gumi 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 Taisei Corp, Shimizu Construction Co Ltd, Kumagai Gumi Co Ltd filed Critical Taisei Corp
Priority to JP2196864A priority Critical patent/JP2963160B2/en
Publication of JPH0483096A publication Critical patent/JPH0483096A/en
Application granted granted Critical
Publication of JP2963160B2 publication Critical patent/JP2963160B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 「発明の目的」 本発明は混合物投射施工方法およびその装置に係り、
トンネル内面の如きに対しコンクリートその他の混合物
を簡易且つ的確に投射施工する方法及び装置を提供しよ
うとするものである。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] The present invention relates to a mixture projecting method and an apparatus therefor,
It is an object of the present invention to provide a method and an apparatus for easily and accurately projecting concrete or other mixture to the inside of a tunnel or the like.

(産業上の利用分野) コンクリート、モルタルその他のセメント系などによ
る混合物の投射施工をなすための技術。
(Industrial application field) Technology for projecting a mixture using concrete, mortar or other cement-based materials.

従来の技術 トンネルなどを施工現場における掘削後にコンクリー
トなどで覆装する技術として羽根つき回転円板にコンク
リートなどの混合物を供給し、該回転円板の回転によっ
て投射することについては従来からそれなりの提案がな
されている。
Conventional technology As a technology for covering tunnels etc. with concrete etc after excavation at the construction site, it has been a conventional proposal to supply a mixture such as concrete to a rotating disk with wings and project by rotating the rotating disk. Has been made.

即ち実公昭61−23116号公報においては機体に設けた
回転筒の先端に投射インペラを同心状に設けると共に、
回転筒にスクリューを内蔵した送出筒を設け、該送出筒
に配設されたホッパーから試料を投射インペラの中心部
に供給して投射することが提案されている。
That is, in Japanese Utility Model Publication No. 61-23116, a projection impeller is provided concentrically at the tip of a rotary cylinder provided on the fuselage,
It has been proposed that a rotary cylinder is provided with a delivery cylinder having a built-in screw, and a hopper provided in the delivery cylinder supplies a sample to the center of a projection impeller and projects the sample.

又本出願人等による先願として実願昭63−39539号に
おいては前記のような回転インペラの外周にそって試料
供給部体の吐出口を設けることにより該回転インペラに
供給された試料が回転インペラ上で展開する距離を小と
し、従って分散角度範囲を小とすることが提案されてい
る。
In Japanese Patent Application No. 63-39539 as a prior application filed by the present applicant, the sample supplied to the rotary impeller is rotated by providing a discharge port of the sample supply unit along the outer periphery of the rotary impeller as described above. It has been proposed to reduce the distance deployed on the impeller, and thus the variance angle range.

(発明が解決しようとする課題) 上記したような実公昭61−23116などによる投射イン
ペラの中心側に試料を投入し投射させるものにおいては
試料が回転するインペラの中心側からその端縁まで展開
する間にそれなりに分散することとなるのでインペラ端
縁からの投射に当って分散角度範囲が広くならざるを得
ないから目的位置に集中的な投射施工をなし得ない。又
前記のように分散角度範囲が広くなることから投射時の
空気抵抗などによって投射力が弱くなり、強度の高い投
射施工がなし得ない傾向があると共に跳ね返りなども多
くなる不利を有し、更には粉塵発生量が高圧空気による
場合よりも大幅に低減するとしてもそれなりに認められ
る。
(Problems to be Solved by the Invention) In a system in which a sample is thrown into the center side of a projection impeller according to the above-mentioned Japanese Utility Model Publication No. 61-23116 or the like and projected, the sample extends from the center side of the rotating impeller to its edge. Since the dispersion is moderate, the dispersion angle range must be widened when projecting from the edge of the impeller, so that intensive projection construction cannot be performed at the target position. In addition, since the dispersion angle range is widened as described above, the projection force is weakened by air resistance at the time of projection and the like, and there is a disadvantage that the projection construction with high strength tends to be unable to be performed and the number of rebounds is increased, and further, there is a disadvantage. Is recognized as such even if the amount of dust generated is significantly reduced as compared with the case of high-pressure air.

本発明者等の提案に係る実願昭63−38539によるもの
では回転インペラの外周にそって試料供給部体の吐出口
を設けることにより前記したような投射時の分散角度範
囲をそれなりに絞り、集中的な投射をなすことが可能と
なるが、回転インペラは適当な範囲に投射した後に間欠
的に移動して吹付けをなすことから前記したように供給
部体吐出口が回転インペラの外周にそって移動されるこ
とによって具体的な投射位置もインペラの周側において
移動して施工壁面との間の投射距離が変動することは該
先願の第6図などに示される通りである。つまり投射施
工に当って運転者は投射状態を注視しながら試料供給部
体をインペラの周側にそって移動せしめてインペラの投
射方向を変えて吹付位置を変えることとなるから、そう
した運転をなしながら、しかも施工面に対するインペラ
位置をも変え、施工条件を監視しながら複合した移動変
化条件を常に適切に結合させて運転することは熟練者と
雖も至難である。従ってインペラ自体は間欠的に移動せ
しめ、インペラを定位置として投射施工状態を注視しな
がら試料供給部体を移動せしめ投射方向(従って施工面
における投射位置)を順次に変えながら施工することと
ならざるを得ず、それによって上記のように投射距離が
順次に変化し具体的な投射条件も変動せざるを得ない。
In Japanese Patent Application No. 63-38539 according to the proposal of the present inventors, the dispersion angle range at the time of the projection as described above is narrowed down by providing a discharge port of the sample supply unit along the outer periphery of the rotary impeller. Although it is possible to perform intensive projection, since the rotary impeller moves intermittently after projecting in an appropriate range and performs spraying, as described above, the supply unit body discharge port is located on the outer periphery of the rotary impeller. As shown in FIG. 6 of the prior application, the specific projection position also moves on the peripheral side of the impeller due to the movement, and the projection distance to the construction wall surface fluctuates. In other words, the driver moves the sample supply unit along the periphery of the impeller while watching the projection state during projection construction, and changes the projection direction of the impeller to change the spray position. However, it is difficult to change the position of the impeller with respect to the construction surface and to monitor the construction conditions while always properly combining the combined movement change conditions. Therefore, the impeller itself is intermittently moved, and the sample supply unit is moved while the impeller is in a fixed position while closely observing the projection construction state, and the construction is performed while sequentially changing the projection direction (therefore, the projection position on the construction surface). As a result, the projection distance changes sequentially as described above, and the specific projection conditions must be changed.

又上記のように投射距離、投射条件が変動することに
よって施工状態が変化し、投射施工時のはね返り率も平
均的に大となり、粉塵発生量もそれなりに高くなると共
に施工部における強度がばらつき、充分な強度を安定し
て得ることができない。
Also, as described above, the projecting distance changes, the construction condition changes due to fluctuations in the projection conditions, the rebound rate during projection construction also increases on average, the amount of dust generated increases accordingly, and the strength in the construction part varies, Sufficient strength cannot be obtained stably.

「発明の構成」 (課題を解決するための手段) 本発明は上記したような従来ないし先行技術における
課題を解決するように検討して創案されたものであっ
て、以下の如くである。
"Configuration of the Invention" (Means for Solving the Problems) The present invention has been made by studying to solve the problems in the conventional or prior art described above, and is as follows.

1. 高速回転するインペラに対しセメントその他の水硬
性物質粉体と水および骨材より成る混合物を順次に送給
し前記インペラによって施工面に投射施工するに当り、
前記混合物を供給手段により上記インペラの周側部に供
給し、しかも該インペラと供給手段とをインペラにおけ
る投射位置ないしその近傍を中心として回動操作するこ
とにより施工面に対する投射方向を変えながら連続的に
投射施工することを特徴とする混合物投射施工方法。
1. In order to sequentially feed a mixture of cement or other hydraulic substance powder, water and aggregate to an impeller rotating at a high speed and project it onto a construction surface by the impeller,
The mixture is supplied to the peripheral side of the impeller by the supply means, and furthermore, the impeller and the supply means are continuously rotated while changing the projection direction with respect to the construction surface by rotating around the projection position or the vicinity thereof in the impeller. And a method for projecting a mixture.

2. 高速回転するインペラに対しセメントその他の水硬
性物質粉体と水および骨材より成る混合物を順次に供給
し、前記インペラによって施工面に投射施工するに当
り、インペラの回転平面を施工面に平行状として投射施
工することを特徴とする請求項1に記載の混合物投射施
工方法。
2. A mixture consisting of cement and other hydraulic substance powder, water and aggregate is sequentially supplied to the impeller rotating at high speed, and the impeller's rotating plane is applied to the construction surface when projecting the construction surface with the impeller. The mixture projection method according to claim 1, wherein the mixture is projected in parallel.

3. 機体の前端に回転自在なインペラを設けると共に該
インペラに対する混合物供給手段を連結部材で連結し、
該連結部材における前記インペラ周側部近傍に回動軸を
設けると共に上記連結部材に対し該回動軸を中心として
回動操作するための回動操作機構を設けたことを特徴と
する混合物投射施工装置。
3. A rotatable impeller is provided at the front end of the fuselage, and the mixture supply means for the impeller is connected by a connecting member,
A rotating shaft is provided in the vicinity of the impeller peripheral side portion of the connecting member, and a rotating operation mechanism for rotating the connecting member around the rotating shaft is provided. apparatus.

4. 混合物供給手段に回転可能なリボンスクリューを設
け、該リボンスクリューに切返し片を配設し、しかも該
混合物供給手段とインペラの混合物受入部との間にゴム
質その他の可撓性導入部を形成したことを特徴とする請
求項3に記載の混合物投射施工装置。
4. A rotatable ribbon screw is provided in the mixture supply means, and a turning piece is provided on the ribbon screw. In addition, a rubbery or other flexible introduction section is provided between the mixture supply means and the mixture receiving section of the impeller. The mixture projection construction apparatus according to claim 3, wherein the mixture projection construction apparatus is formed.

5. 混合物供給手段を筒型とし、該混合物供給手段の基
端部をインペラの混合物受入部に連結し、しかもこの混
合物供給手段の先端部に急結剤添加部を設けたことを特
徴とする請求項4に記載の混合物投射施工装置。
5. The mixture supply means is cylindrical, the base end of the mixture supply means is connected to the mixture receiving part of the impeller, and the quick-setting agent addition part is provided at the tip part of the mixture supply means. The mixture projection construction apparatus according to claim 4.

(作用) 高速回転するインペラに対しセメントその他の水硬性
物質粉体と水および骨材より成る混合物を順次に送給し
前記インペラによって施工面に投射施工するに当り、前
記混合物を供給手段により上記インペラの周側部に供給
することにより供給された混合物がインペラ上で展開す
る距離を小とし、該インペラから分散投射角度範囲を小
とし、集中的な投射施工を行わしめる。
(Function) A mixture composed of cement or other hydraulic substance powder, water and aggregate is sequentially fed to an impeller rotating at a high speed, and the mixture is supplied to the impeller by means of a supply means. By supplying the mixture supplied to the peripheral side of the impeller, the distance that the supplied mixture spreads on the impeller is reduced, and the dispersion projection angle range from the impeller is reduced, thereby performing intensive projection construction.

上記のように集中的な投射を行わしめることにより投
射時の空気抵抗を小とし、強力な投射施工を図ると共に
粉塵発生を縮減する。
By performing the intensive projection as described above, the air resistance at the time of the projection is reduced, the powerful projection is performed, and the generation of dust is reduced.

又上記したような投射施工をなすに当ってインペラと
供給手段とをインペラにおける投射位置ないしその近傍
を中心として回動操作することにより施工面に対する投
射方向を変えながら連続的に投射施工することによって
インペラにおける投射方向変化に拘らず投射位置を略一
定として投射距離の変動を小とし、略一定条件での投射
施工を行わしめ、一様な施工を得しめる。即ちばらつき
の少い投射施工を得しめると共に好ましい投射条件が確
保されて粉塵発生を一層低減する。
Further, in performing the above-described projection construction, by continuously rotating the impeller and the supply means around the projection position in the impeller or the vicinity thereof by changing the projection direction with respect to the construction surface, Irrespective of the change in the projection direction of the impeller, the projection position is made substantially constant and the variation of the projection distance is made small, and the projection construction is carried out under a substantially constant condition to obtain a uniform construction. That is, it is possible to obtain a projecting work with a small variation and to secure favorable projecting conditions, thereby further reducing dust generation.

インペラの回転平面を施工面に平行状とすることによ
り、切羽端面やトンネル内支保工の背面に対し混合物を
適切に投射施工せしめ、トンネル長手方向にそった吹付
施工と連続せしめて前記のような支保工背面などに対す
る吹付施工を円滑に行わしめる。
By making the rotation plane of the impeller parallel to the construction surface, the mixture is properly projected onto the face of the face and the back of the support in the tunnel, and the spraying along the longitudinal direction of the tunnel is continued and the construction is continued as described above. The spraying work on the back of the shoring works smoothly.

機体の前端に回転自在なインペラを設けると共に該イ
ンペラに対する混合物供給手段を連結部材で連結し、該
連結部材における前記インペラ周側部近傍に回動軸を設
けることにより混合物供給手段とインペラとを対称的に
連動せしめ、混合物供給手段の供給方向を変えると共に
インペラ回転による投射方向を変化させ、回転軸部分を
一定状態の混合物受入位置とし、しかも上記のようにイ
ンペラによる投射方向変化で投射施工位置を変化せし
め、投射距離が略一定条件下での施工を行わせる。
A rotatable impeller is provided at the front end of the fuselage, and the mixture supply means for the impeller is connected by a connecting member, and a rotating shaft is provided in the vicinity of the impeller peripheral side portion of the connecting member, whereby the mixture supply means and the impeller are symmetrical. In conjunction with changing the supply direction of the mixture supply means and changing the projection direction by the rotation of the impeller, the rotation shaft part is set to the mixture receiving position in a constant state, and the projection construction position is changed by the change of the projection direction by the impeller as described above. Let it change, and work under the condition that the projection distance is almost constant.

前記のようにインペラと混合物供給手段とを連結して
いる上記連結部材に対し該回動軸を中心として回動操作
するための回動操作機構を設けることにより上述したよ
うな混合物受入位置を一定状態としたインペラと混合物
供給手段との対称的連動を的確に行わせる。
As described above, the mixture receiving position is fixed by providing a rotation operation mechanism for rotating the impeller and the mixture supply means around the rotation axis with respect to the connection member. The impeller in the state and the mixture supply means are accurately symmetrically linked.

混合物供給手段に回転可能なリボンスクリューを設
け、該リボンスクリューに切返し片を配設することによ
り混合物のインペラ周側部に対する供給を円滑に行わせ
ると共にこの供給過程において該混合物の混合を行わし
める。
A rotatable ribbon screw is provided in the mixture supply means, and a turning piece is provided on the ribbon screw to smoothly supply the mixture to the peripheral side of the impeller and to mix the mixture in the supply process.

上記したような混合物供給手段においてインペラの混
合物受入側にゴム質その他の可撓性導入部を形成するこ
とによってこの混合物供給手段における供給混合物の詰
まりないし停滞を解消し円滑なインペラに対する供給を
図らしめる。
By forming a rubbery or other flexible introduction portion on the mixture receiving side of the impeller in the mixture supply means as described above, clogging or stagnation of the supply mixture in the mixture supply means is eliminated and smooth supply to the impeller is achieved. .

基端部をインペラの混合物受入部に連結した筒形混合
物供給手段の先端部に急結剤添加部を設けることにより
該筒形混合物供給手段内を移送される混合物に対し均等
状態に急結剤を添加する。
By providing a quick-setting agent adding section at the distal end of the cylindrical mixture supply means having a base end connected to the mixture receiving section of the impeller, the quick-mixing agent is uniformly distributed with respect to the mixture transferred through the cylindrical mixture supply means. Is added.

(実施例) 本発明によるものの具体的な実施態様を適宜に添付図
面を参照して説明すると、先ず本発明による全般的な装
置の概要は第1〜第3図に示す如くであって、走行手段
51を有する機体50には起倒アーム52が取付けられ、該起
倒アーム52の先端部に摺動杆53を設けてある。この摺動
杆53の先端に取付けられているのが投射機構10であっ
て、第5、6図に仔細を示すように回転インペラ1と混
合物供給手段2を有し、それら回転インペラ1と混合物
供給手段2は連結部材3によって連結され、該連結部材
3には回転インペラ1の周側部において筒形の供給手段
2の軸線との交点近傍に軸線4a‥‥4aを有する回転軸4
が設けられ、該回転軸4は軸受部体41に対し回転自在に
設けられている。又この図示のものにおいては連結部材
3に連動ギヤ35を取付け、該連動ギヤ35はモータ33で駆
動されるモータギヤ34と係合しており、従って前記モー
タ33が起動することにより連結部材3及びインペラ、供
給手段2は前記軸線4a‥‥4aを中心として回転するよう
に成っている。
(Embodiment) Specific embodiments of the present invention will be described with reference to the accompanying drawings as appropriate. First, an outline of a general apparatus according to the present invention is as shown in FIGS. means
An elevating arm 52 is attached to a body 50 having 51, and a sliding rod 53 is provided at the tip of the elevating arm 52. The projection mechanism 10 is attached to the tip of the sliding rod 53, and has a rotary impeller 1 and a mixture supply means 2, as shown in detail in FIGS. The supply means 2 is connected by a connecting member 3. The connecting member 3 has a rotating shaft 4 having an axis 4 a ‥‥ 4 a near an intersection with the axis of the cylindrical supply means 2 on the peripheral side of the rotary impeller 1.
The rotating shaft 4 is provided rotatably with respect to the bearing body 41. Also, in the illustrated embodiment, an interlocking gear 35 is attached to the connecting member 3, and the interlocking gear 35 is engaged with a motor gear 34 driven by a motor 33. Therefore, when the motor 33 starts, the connecting member 3 and The impeller and the supply means 2 are configured to rotate about the axis 4a ‥‥ 4a.

なお前記のように連結部材3に取付けられているイン
ペラ1には周側部に回転羽根11、11‥‥が配設されてい
ることは第6図に示す如くであるが、該インペラ1は軸
受部12で回転自在に軸受けされ、モータ13で所要の速度
で回転される。又前記供給手段2にはリボンスクリュー
21が設けられ、該リボンスクリュー21をもう1つのモー
タ22で回転することにより供給口26から送り込まれる混
合物を供給手段2の軸方向に圧送し前記インペラ1の周
側に対し順次送入するが、上記のようなリボンスクリュ
ー21には切返し片24を第5図に示すように配設して圧送
される混合物に対しその圧送過程で混合作用するように
成っており、前記供給口26に隣接してもう1つの導入口
27が設けられていて急結剤などの添加剤を補給せしめ、
それらの混合を図らしめる。更に筒形供給手段2の前記
インペラ1に対する開口部分にはゴム質または合成樹脂
質などによる、可曲性、好ましくは弾性をもった導入部
25を形成し、リボンスクリュー21の回転による送入に際
して適当に可曲伸縮し、該部分における混合物の凝結付
着を回避し、好ましい送入を行わせるように成ってい
る。
As shown in FIG. 6, the impeller 1 attached to the connecting member 3 is provided with the rotating blades 11 and 11 on the circumferential side as described above. It is rotatably supported by the bearing 12 and is rotated at a required speed by the motor 13. The supply means 2 has a ribbon screw
By rotating the ribbon screw 21 with another motor 22, the mixture fed from the supply port 26 is fed in the axial direction of the supply means 2, and is sequentially fed into the peripheral side of the impeller 1. A turning piece 24 is arranged on the ribbon screw 21 as shown in FIG. 5 so as to mix the pressure-fed mixture in the pressure-fed process, and is adjacent to the supply port 26. And another introduction
27 is provided to replenish additives such as quick setting agent,
Try to mix them. In addition, a flexible, preferably elastic, introduction portion made of rubber or synthetic resin is provided at an opening of the cylindrical supply means 2 with respect to the impeller 1.
When the ribbon screw 21 is fed by the rotation of the ribbon screw 21, it flexibly expands and contracts to prevent the mixture from adhering and adhering to the portion and to perform a preferable feeding.

上記した第5、6図の構成において回転インペラ1お
よび混合物供給手段2を取付けた連結部材3の軸線4a‥
‥4aを中心とした回動操作についてはギヤ34と35とを用
いることに代え連結部材3の外側にラックなどを形成し
任意の位置に設けたモータギヤと係合せしめてもよく、
又投射状態を監視しながら手動によるギヤなどで連結部
材3を回動させてもよい。
In the configuration of FIGS. 5 and 6 described above, the axis 4a of the connecting member 3 to which the rotary impeller 1 and the mixture supply means 2 are attached is attached.
For the rotation operation around 4a, instead of using the gears 34 and 35, a rack or the like may be formed outside the connecting member 3 and engaged with a motor gear provided at an arbitrary position,
The connection member 3 may be rotated by a manual gear or the like while monitoring the projection state.

何れにしても軸線4a‥‥4aを中心として回転インペラ
1と供給手段2とが対称的に傾動され、供給手段2によ
る供給位置は第6図における軸線4aを中心とした同じ位
置であって、第7図においてインペラ1と供給手段2が
実線状態から仮想線状態に順次変位するとインペラ1に
よる投射方向が実線状態から仮想線状態に変動した投射
施工がなされる。
In any case, the rotary impeller 1 and the supply means 2 are tilted symmetrically about the axis 4a ‥‥ 4a, and the supply position by the supply means 2 is the same position about the axis 4a in FIG. In FIG. 7, when the impeller 1 and the supply means 2 are sequentially displaced from the solid line state to the virtual line state, a projection construction in which the projection direction of the impeller 1 is changed from the solid line state to the virtual line state is performed.

実際のトンネル内面に対する投射施工は第8図に示す
ように連結部材3を第5図に示すような取付座41におい
て既述した摺動杆53の先端にアーム6を介して取付けら
れ、これを施工面9にそい一定の距離を採って連結部材
3を移動させながら実施されるから投射距離は実質的に
一定状態となり、均一な投射施工が行われる。
In the actual projection construction on the inner surface of the tunnel, as shown in FIG. 8, the connecting member 3 is attached to the distal end of the above-described sliding rod 53 via the arm 6 at the mounting seat 41 as shown in FIG. Since the projection is performed while moving the connecting member 3 at a constant distance along the construction surface 9, the projection distance is substantially constant, and uniform projection construction is performed.

なお前記のように第4図に示した摺動杆53を起倒アー
ム52の先端に取付けた本発明における図示実施態様のも
のは第4図に示すように摺動杆53をトンネル内面などの
施工面9に対しその長さ方向にスライドすると共にイン
ペラ1の回転平面を前記施工面9に平面状として位置せ
しめた施工をも実施することができ、前記したような投
射方向変化によって支保工18内の如きにも有効な投射施
工をなすことができる。
As described above, in the illustrated embodiment of the present invention in which the sliding rod 53 shown in FIG. 4 is attached to the tip of the raising / lowering arm 52, as shown in FIG. It is possible to perform the construction in which the rotation plane of the impeller 1 is positioned as a plane on the construction surface 9 while sliding on the construction surface 9 in the longitudinal direction thereof. Effective projection construction can be performed as inside.

更に本発明による混合物供給手段は第9図に示すよう
に変更して実施することができ、即ち基端部をインペラ
1に連結した筒形供給手段2の先端部に急結剤導入口27
を設けて供給口26から送り込まれる混合物に対しその中
心部に急結剤を添加するようにしたものであって、急結
剤を混合物に対し効率的且つ均等に添加分布させること
ができる。
Further, the mixture supply means according to the present invention can be modified and implemented as shown in FIG. 9, that is, a quick-setting agent inlet 27 is provided at the distal end of the cylindrical supply means 2 having its base end connected to the impeller 1.
Is provided so that the quick-setting agent is added to the center of the mixture sent from the supply port 26, so that the quick-setting agent can be added to the mixture efficiently and evenly.

上記したような本発明装置を用い、前記した先願技術
(実願昭63−38539)の場合と比較して投射吹付施工し
た実施例について説明すると以下の如くである。
An embodiment in which the above-described apparatus of the present invention is used to perform a spraying operation in comparison with the prior art (Japanese Utility Model Application No. 63-38539) will be described below.

即ち先ず、使用した材料は以下の如くである。 That is, the materials used are as follows.

セメント…普通ポルトランドセメント (比重=3.16) 砂 …砕砂、川砂混合(混合比5:5) (比重=2.60) 砕石 …砕石6号 (比重=2.64) 水 …水道水 急結剤 …デンカナトミックNo.5 又これらの材料はm3当り次の第1表のように配合さ
れ、比重が2.277kg/m3の混合物となるように混合して回
転インペラに送入して投射施工した。
Cement: Ordinary Portland cement (specific gravity = 3.16) Sand: Crushed sand, mixed with river sand (mixing ratio 5: 5) (specific gravity = 2.60) Crushed stone: Crushed stone No. 6 (specific gravity = 2.64) Water: Tap water Quick-setting agent: Denkanatomic No .5 These materials were blended per m 3 as shown in Table 1 below, mixed to give a mixture having a specific gravity of 2.277 kg / m 3 , fed into a rotating impeller, and subjected to projection construction.

施工は本発明装置を採用し第2〜3図の状態で実施し
た本発明方法によるものと、前記先願技術によりインペ
ラを中心として供給手段をその周側にそい移動操作する
比較例の双方で、各2m3の材料を10m3/hrの投射速度で実
施したが、得られた施工について、それぞれのコンクリ
ート物性と共に測定結果を要約して示すと次の第2表の
如くであった。
The construction was carried out both by the method of the present invention employing the apparatus of the present invention and carried out in the state of FIG. 2 and FIG. 3, and by the comparative example in which the supply means was moved around the impeller and moved around the impeller by the prior application. While the materials of the 2m 3 were carried out in blasting speed of 10 m 3 / hr, the construction thus obtained, was as in table 2 in the following and shown as being summarized measurement results with each of the concrete properties.

即ち粉塵量において、3.3mg/m3である比較例としての
先願技術によるものは、従来の一般的な吹付コンクリー
トに比すると、正に桁違いに少いものであって、その他
のはね返り率、強度においても先願技術は従来の一般的
吹付コンクリートよりは夫々に好ましいものと言える
が、そうした先願技術に対し本発明によるものは、更に
優れた結果を得しめるものであることが確認された。
That is, in dust amount, by prior application technique as a comparative example is 3.3 mg / m 3, when Hisuru the conventional general Shotcrete, there is exactly orders of magnitude less, other bounce rate, In terms of strength, the prior application technology can be said to be more preferable than the conventional general shotcrete, respectively, but it has been confirmed that the invention according to the present invention with respect to such prior application technology can obtain more excellent results. .

又前記したところとは別に第4図に示すようにインペ
ラの回転方向を施工面9と平行状とした状態での吹付施
工例について説明すると次の第3表の如くであって、は
ね返り率、粉塵量が若干高目であったが、初期強度、コ
ア抜き強度などは高目であり、支保工の背面などに対し
ても円滑に施工することができた。
Further, apart from the above, an example of spraying construction in a state in which the rotation direction of the impeller is parallel to the construction surface 9 as shown in FIG. 4 will be described as in Table 3 below. Although the amount of dust was slightly high, the initial strength, coring strength and the like were high, and the construction could be performed smoothly even on the back of the support.

なお前記したような本発明装置によるものは何れにし
ても投射施工状態を注視して連結部体3を操作すれば自
動的にインペラと供給機構が常に適正な関係を維持して
略一定状態の投射距離を採ることのできる本発明のもの
は、投射距離の変化に対し常に留意して調整操作を別に
必要とする比較例のものよりも操作を単純且つ容易化し
得ることとなり、この点よりしても非常に有利である。
In any case of the apparatus according to the present invention as described above, if the operator observes the projection construction state and operates the connecting portion 3 automatically, the impeller and the supply mechanism always maintain an appropriate relationship and maintain a substantially constant state. In the case of the present invention, which can take the projection distance, the operation can be simpler and easier than that of the comparative example which requires the adjustment operation while always paying attention to the change of the projection distance. Even very advantageous.

「発明の効果」 以上説明したような本発明によるときは、はね返り率
や粉塵発生量を頗る小とすると共に強度的に優れた投射
施工を得しめ、しかも投射施工時の操作性を容易として
常に的確な施工を行わせ得るなどの効果を共に有してお
り、工業的にその効果の大きい発明である。
"Effects of the Invention" When the present invention as described above is used, the rebound rate and the amount of dust generated are extremely small, and a projection work excellent in strength is obtained. The present invention has the effects of being able to perform accurate construction, and is an industrially significant invention.

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

図面は本発明の技術的内容を示すものであって、第1図
は本発明による装置の1例についての全般的な関係を示
した平面図、第2図はその正面図、第3図はその側面
図、第4図はトンネルの長さ方向にそい投射施工する状
態の側面図、第5図はその投射機構の1例についての部
分切欠側面図、第6図はその正面図、第7図は回転イン
ペラと混合物供給手段の操作関係説明図、第8図はその
トンネル内面に対する施工操作についての説明図、第9
図は混合物供給手段に対する急結剤添加系の変形例につ
いての断面図である。 然してこれらの図面において、1は回転インペラ、2は
混合物供給手段、3は連結部材、4は回転軸、4a…4aは
軸線を夫々示すものである。
The drawings show the technical contents of the present invention. FIG. 1 is a plan view showing the general relationship of an example of the device according to the present invention, FIG. 2 is a front view thereof, and FIG. FIG. 4 is a side view of a state in which a projecting operation is performed along the length of the tunnel, FIG. 5 is a partially cutaway side view of an example of the projecting mechanism, FIG. FIG. 8 is an explanatory view showing the operation relationship between the rotary impeller and the mixture supply means, FIG.
The figure is a cross-sectional view of a modification of the quick-setting additive addition system for the mixture supply means. However, in these drawings, 1 is a rotary impeller, 2 is a mixture supply means, 3 is a connecting member, 4 is a rotating shaft, and 4a... 4a are axes.

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 999999999 清水建設株式会社 東京都中央区京橋2丁目16番1号 (72)発明者 冨川 幸一 神奈川県横浜市瀬谷区阿久和町4398―36 (72)発明者 萩原 勤 東京都府中市新町1―40―24 (72)発明者 大竹 英男 大阪府茨木市美穂ヶ丘19―C―904 (72)発明者 登坂 知平 群馬県沼田市下川田町759―2 (72)発明者 永田 亮 神奈川県横浜市港北区大豆戸町480―1 ―1―514 (72)発明者 小原 由幸 千葉県松戸市新松戸4―270 サンライ トパステル6番街B―104号 (72)発明者 高野 茂 栃木県宇都宮市鶴田町3692―4 (58)調査した分野(Int.Cl.6,DB名) E21D 11/10 E04G 21/02 103 E04G 21/02 101 ──────────────────────────────────────────────────続 き Continuing from the front page (73) Patent holder 999999999 Shimizu Corporation 2-16-1 Kyobashi, Chuo-ku, Tokyo (72) Inventor Koichi Tomikawa 4398-36 Akuwa-cho, Seya-ku, Yokohama-shi, Kanagawa Inventor Tsutomu Hagiwara 1-440-24 Shinmachi, Fuchu-shi, Tokyo (72) Inventor Hideo Otake 19-C-904, Mihogaoka, Ibaraki-shi, Osaka (72) Inventor Chihei Tosaka 759-2 Shimokawata-cho, Numata-shi, Gunma Prefecture (72) Inventor Ryo Nagata 480-1-1-1-514 Soyodo-cho, Kohoku-ku, Yokohama-shi, Kanagawa Prefecture (72) Inventor Yoshiyuki Ohara 4-270 Shinmatsudo, Shinmatsudo, Matsudo-shi, Chiba B-104, Sanlight Pastel 6th Avenue B-104 (72) Invention Person Shigeru Takano 3692-4 Tsuruta-cho, Utsunomiya City, Tochigi Prefecture (58) Fields investigated (Int.Cl. 6 , DB name) E21D 11/10 E04G 21/02 103 E04G 21/02 101

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】高速回転するインペラに対しセメントその
他の水硬性物質粉体と水および骨材より成る混合物を順
次に送給し前記インペラによって施工面に投射施工する
に当り、前記混合物を供給手段により上記インペラの周
側部に供給し、しかも該インペラと供給手段とをインペ
ラにおける投射位置ないしその近傍を中心として回動操
作することにより施工面に対する投射方向を変えながら
連続的に投射施工することを特徴とする混合物投射施工
方法。
1. An impeller rotating at a high speed, a mixture of cement or other hydraulic substance powder, water and an aggregate is sequentially fed to the impeller, and the mixture is supplied to the impeller when the mixture is projected onto a work surface by the impeller. Supply to the peripheral side of the impeller, and furthermore, by continuously rotating the impeller and the supply means around the projection position of the impeller or in the vicinity thereof, continuously projecting while changing the projection direction with respect to the construction surface. A mixture projection construction method characterized by the above-mentioned.
【請求項2】高速回転するインペラに対しセメントその
他の水硬性物質粉体と水および骨材より成る混合物を順
次に供給し、前記インペラによって施工面に投射施工す
るに当り、インペラの回転平面を施工面に平行状として
投射施工することを特徴とする請求項1に記載の混合物
投射施工方法。
2. A cement or other hydraulic substance powder and a mixture of water and an aggregate are sequentially supplied to an impeller rotating at a high speed, and when the impeller is projected onto a work surface by the impeller, the rotating plane of the impeller is changed. 2. The mixture projecting method according to claim 1, wherein the projecting process is performed in parallel with the construction surface.
【請求項3】機体の前端に回転自在なインペラを設ける
と共に該インペラに対する混合物供給手段を連結部材で
連結し、該連結部材における前記インペラ周側部近傍に
回動軸を設けると共に上記連結部材に対し該回動軸を中
心として回動操作するための回動操作機構を設けたこと
を特徴とする混合物投射施工装置。
3. A rotatable impeller is provided at a front end of the fuselage, and a mixture supply means for the impeller is connected by a connecting member. A rotating shaft is provided in the vicinity of the impeller peripheral side portion of the connecting member, and the connecting member is provided with a rotating shaft. On the other hand, a mixture projecting / constructing apparatus characterized in that a rotating operation mechanism for rotating around the rotating shaft is provided.
【請求項4】混合物供給手段に回転可能なリボンスクリ
ューを設け、該リボンスクリューに切返し片を配設し、
しかも該混合物供給手段とインペラの混合物受入部との
間にゴム質その他の可撓性導入部を形成したことを特徴
とする請求項3に記載の混合物投射施工装置。
4. A rotatable ribbon screw is provided in the mixture supply means, and a turning piece is disposed on the ribbon screw.
The mixture projecting apparatus according to claim 3, wherein a rubber or other flexible introduction portion is formed between the mixture supply means and the mixture receiving portion of the impeller.
【請求項5】混合物供給手段を筒型とし、該混合物供給
手段の基端部をインペラの混合物受入部に連結し、しか
もこの混合物供給手段の先端部に急結剤添加部を設けた
ことを特徴とする請求項4に記載の混合物投射施工装
置。
5. A mixture supply means having a cylindrical shape, a base end of the mixture supply means being connected to a mixture receiving part of an impeller, and a quick-setting agent addition part being provided at a tip part of the mixture supply means. The apparatus for projecting a mixture according to claim 4, wherein:
JP2196864A 1990-07-25 1990-07-25 Method and apparatus for projecting mixture mixture Expired - Fee Related JP2963160B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2196864A JP2963160B2 (en) 1990-07-25 1990-07-25 Method and apparatus for projecting mixture mixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2196864A JP2963160B2 (en) 1990-07-25 1990-07-25 Method and apparatus for projecting mixture mixture

Publications (2)

Publication Number Publication Date
JPH0483096A JPH0483096A (en) 1992-03-17
JP2963160B2 true JP2963160B2 (en) 1999-10-12

Family

ID=16364923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2196864A Expired - Fee Related JP2963160B2 (en) 1990-07-25 1990-07-25 Method and apparatus for projecting mixture mixture

Country Status (1)

Country Link
JP (1) JP2963160B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102877864A (en) * 2012-10-23 2013-01-16 游天月 Stand arching trolley special for full hydraulic tunnel

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2584048Y2 (en) * 1991-03-13 1998-10-30 株式会社大林組 Projection lining device
JP2584053Y2 (en) * 1992-06-12 1998-10-30 株式会社大林組 Projection lining device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102877864A (en) * 2012-10-23 2013-01-16 游天月 Stand arching trolley special for full hydraulic tunnel

Also Published As

Publication number Publication date
JPH0483096A (en) 1992-03-17

Similar Documents

Publication Publication Date Title
JP2963160B2 (en) Method and apparatus for projecting mixture mixture
CN205973070U (en) Concrete sprayer loading attachment
GB2090761A (en) Mixing apparatus
JP2958147B2 (en) Mortar kneading sprayer for low-rise houses
JP3203741B2 (en) Truck for manufacturing cement kneaded material
CN214136658U (en) Concrete on-spot agitating unit permeates water
JP3866820B2 (en) Spraying method and spraying device for spraying material
JP3210899B2 (en) Lining equipment for tunnels
US3754683A (en) Apparatus for pneumatically placing semi-fluid materials
JP3206769B2 (en) Continuous mixing and kneading equipment
CN210087339U (en) Vehicle-mounted concrete sprayer
JP2000309012A (en) Preparation-supply system for fresh kneaded material
JPH069813B2 (en) Continuous mixing device for hydraulic material and quick-setting agent and its use
JPH0659434B2 (en) Concrete spraying device
JPS6021211Y2 (en) Continuous concrete mixer
CN219387049U (en) Mortar spraying device
JP3803244B2 (en) Belt type concrete spraying machine
JPS6220560Y2 (en)
JP3065780U (en) Shaft spraying equipment
JPS5840483B2 (en) Fresh concrete fluidization equipment
JPS6246753Y2 (en)
JPH0574420B2 (en)
JPS5936289Y2 (en) Continuous spraying equipment for powder and granular materials
JP2005273305A (en) Centrifugal ejection type lining apparatus
JPH06248887A (en) Method and device for projection construction of mixture

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees