JPH058320B2 - - Google Patents
Info
- Publication number
- JPH058320B2 JPH058320B2 JP61128385A JP12838586A JPH058320B2 JP H058320 B2 JPH058320 B2 JP H058320B2 JP 61128385 A JP61128385 A JP 61128385A JP 12838586 A JP12838586 A JP 12838586A JP H058320 B2 JPH058320 B2 JP H058320B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- tunnel wall
- wall surface
- lining
- nozzle
- 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 - Lifetime
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Nozzles (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明はトンネル壁面等に対してコンクリー
トを吹付ける吹付コンクリート工法に使用するノ
ズルに係り、一次覆工巻厚全体に急結性コンクリ
ートを均一に吹付けることにより、空洞部がなく
強度的にも優れた一次覆工を形成するためのコン
クリート吹付用ノズルに関するものである。[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a nozzle used in the shotcrete method for spraying concrete onto tunnel walls, etc., and applies quick-setting concrete uniformly over the entire thickness of the primary lining. This invention relates to a concrete spraying nozzle for forming a primary lining that has no cavities and is excellent in strength by spraying concrete.
(従来の技術)
吹付コンクリート工法は型枠なしで、かなりの
広い面積の形状に合せての施工が可能な工法であ
り、この施工方式としては、乾式、湿式及びセミ
湿式の各方式が従来より一般に採用されている。
以上の三方式はそれぞれ利点を有しているが、い
ずれも粉じんや、はね返り量が多く発生する欠点
を有している。これら欠点の解消を目的として各
種の新材料やこれら新材料を使用した新工法が開
発されている。しかしながら新材料や新工法によ
り、粉じんや跳ね返り量は低減されてはいるが、
全面的な解消には至つていない。(Conventional technology) The shotcrete method is a construction method that can be constructed to suit the shape of a fairly wide area without the need for formwork, and conventionally there are dry, wet, and semi-wet methods for this construction method. Generally adopted.
Each of the above three methods has advantages, but all have the disadvantage of generating a large amount of dust and splashing. Various new materials and new construction methods using these new materials are being developed to eliminate these drawbacks. However, although new materials and construction methods have reduced the amount of dust and splashes,
Complete resolution has not yet been reached.
上記のような実状に鑑みて、この発明の出願人
は先に特開昭61−53999号に開示されているよう
な覆工工法とその装置を提案した。 In view of the above-mentioned circumstances, the applicant of the present invention previously proposed a lining method and apparatus as disclosed in Japanese Patent Application Laid-Open No. 61-53999.
この方向は第4図に示すように、多数のローラ
6に巻きかけた無端ベルト7を有する型枠8をト
ンネル壁面に対向するように所定の空隙を置いて
配置し、ベルト式型枠8に取付けたノズル10か
らベルト式型枠8及びトンネル壁面9間の空隙に
急結性コンクリーク11を供給打設するととも
に、打設されたコンクリート12をベルト式型枠
8によつてトンネル壁面9の方向に押しつけなが
ら、ベルト式型枠8をコンクリート12の硬化時
間に対応した速度で上昇させつつ一次覆工の施工
を行うもので、粉じんや跳ね返りの発生しない新
規な工法である。 In this direction, as shown in FIG. 4, a formwork 8 having an endless belt 7 wound around a large number of rollers 6 is placed facing the tunnel wall with a predetermined gap, and the belt type formwork 8 is Rapidly setting concrete 11 is supplied from the installed nozzle 10 to the gap between the belt type formwork 8 and the tunnel wall surface 9 and placed, and the poured concrete 12 is poured into the tunnel wall surface 9 by the belt type formwork 8. The primary lining is constructed while the belt-type formwork 8 is raised at a speed corresponding to the hardening time of the concrete 12 while being pressed in the direction, and is a new construction method that does not generate dust or splashing.
(発明が解決しようとする問題点)
上記工法において使用されているノズル10
は、出口部が単に筒状となつている極く一般的な
ものであり、トンネル壁面9の状態が良好で、一
次覆工巻厚が比較的薄い層(6〜10cm)の場合
は、ノズル10から円錐状に吹付けられる急結性
コンクリート11を空隙に支障なく打設充填する
ことが可能である。(Problem to be solved by the invention) Nozzle 10 used in the above construction method
is an extremely common type in which the exit part is simply cylindrical, and if the tunnel wall surface 9 is in good condition and the primary lining thickness is relatively thin (6 to 10 cm), the nozzle It is possible to pour and fill the gap with the quick-setting concrete 11 that is sprayed in a conical shape from the concrete 10 without any trouble.
しかしながら、トンネル壁面9の状態が悪く、
余掘りが多い場合や、一次覆工巻厚が厚い層(10
〜30cm以上)の場合は、前記のようなノズル10
では吹付けられた急結性コンクリート12が空隙
全体にゆき渡らず、空洞部13が発生するという
問題があつた。 However, the condition of the tunnel wall surface 9 is poor,
When there is a lot of excess digging or when the primary lining is thick (10
~30cm or more), use nozzle 10 as described above.
In this case, there was a problem in that the sprayed quick-setting concrete 12 did not spread throughout the void, resulting in the formation of a cavity 13.
この発明は上記のような従来のもののもつ問題
点を解消すべくなされ、その目的とするところは
トンネル壁面状態、覆工巻厚に左右されず、所定
の空隙全体にコンクリートを吹付供給することが
でき、品質のよい覆工コンクリート壁が得られる
コンクリート吹付用ノズルを提供するにある。 This invention was made to solve the above-mentioned problems of the conventional ones, and its purpose is to spray and supply concrete to the entire predetermined gap, regardless of the condition of the tunnel wall surface or the thickness of the lining. To provide a concrete spraying nozzle that can provide a concrete wall lining of good quality.
(問題点を解決するための手段)
上記問題点を解決するためこの発明は、吹付用
ノズル本体の吹付口の周縁の一部に、コンクリー
トの流れを遮る方向に異なる角度をもつて傾斜す
る複数の傾斜板を設けるとともに、これらの傾斜
板によつて遮られない開口が形成されていること
を特徴とするコンクリート吹付用ノズルにある。(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention provides a plurality of inclinations at different angles in the direction of blocking the flow of concrete on a part of the periphery of the spray nozzle of the spray nozzle body. This concrete spraying nozzle is characterized by being provided with inclined plates and having an opening that is not obstructed by the inclined plates.
(作用)
吹付用ノズル本体から吹付けられたコンクリー
トは、その流れを遮る方向に異なる傾斜角度をも
つて設けられた複数の傾斜板に衝突して、それら
に沿つて異なる角度方向に吹付けられる一方、そ
れらによつて遮られない開口から吹付用ノズル本
体の軸線方向と同方向に直線状に吹付けられ、こ
のようにしてコンクリートは広範囲の角度的拡が
りをもつて、トンネル壁面に吹付けられて、トン
ネル壁面の所定の空隙全体にゆき渡つて供給さ
れ、覆工コンクリート壁に空洞部が発生すること
はない。(Operation) Concrete sprayed from the spray nozzle body collides with multiple inclined plates installed at different angles of inclination in the direction that blocks the flow, and is sprayed along them in different angular directions. On the other hand, the concrete is sprayed in a straight line in the same direction as the axial direction of the spray nozzle body from the opening that is not obstructed by these, and in this way, the concrete is sprayed onto the tunnel wall surface with a wide range of angular spread. As a result, the water is supplied throughout the predetermined gap on the tunnel wall surface, and no cavities are created in the concrete lining wall.
(実施例)
第1、2図はこの発明の一実施例を示し、全体
に符号1で示すコンクリート吹付用ノズルは角筒
形の吹付用ノズル本体2を有し、その出口周縁部
2aの一部において側板が延出して延出部3が形
成されている。延出部3には2枚の傾斜板4,5
が固着され、両傾斜板4,5間にはスリツト状の
開口6が形成されている。両傾斜板4,5はとも
にコンクリートの流れを遮る方向に傾斜し、一方
の傾斜板4の傾斜角度αは、他方の傾斜板5の傾
斜角度βよりも大きくなつている。(Embodiment) Figures 1 and 2 show an embodiment of the present invention, in which a concrete spraying nozzle, generally designated by the reference numeral 1, has a prismatic spraying nozzle body 2, and a part of the outlet peripheral edge 2a thereof is The side plate extends at the portion to form an extending portion 3. The extension part 3 has two inclined plates 4 and 5.
is fixed, and a slit-shaped opening 6 is formed between both inclined plates 4 and 5. Both inclined plates 4 and 5 are inclined in a direction that blocks the flow of concrete, and the inclined angle α of one inclined plate 4 is larger than the inclined angle β of the other inclined plate 5.
上記のような構成により、吹付用ノズル本体2
から空気によつて吹付けられるコンクリートの流
れは、開口6を経て矢印イで示す吹付用ノズル本
体2の方向と同様の直線方向と、傾斜板5に衝突
してそれに沿つた矢印ロで示す小さい傾斜角度β
の方向と、傾斜板4に衝突してそれに沿つた矢印
ハで示す大きい傾斜角度αの方向との各異なる方
向をそれぞれ指向し、吹付方向が角度的に拡がつ
て扇状になつてトンネク壁面に吹付けられ、トン
ネル壁面の所定の空隙全体に均等に配分されて充
填される。そしてこのようなコンクリート吹付用
ノズル1を使用して第3図に示すように一次覆工
を行うと、コンクリート吹付用ノズル1から吹付
けられた急結性コンクリート11は、ベルト式型
枠8とトンネル壁面9との間の空隙全体に均等に
配分されてゆき渡つて充填され、従来のような空
洞部が発生することがない。また一次覆工コンク
リート壁内に補強金網14等を設置する場合で
も、コンクリートがその流れの方向性により網目
を通過し易くなるので、金網14に当り跳ね返る
量は極く微量であり、充填にはほとんど支承がな
い。 With the above configuration, the spray nozzle body 2
The flow of concrete sprayed by air from the opening 6 is in a straight line direction similar to the direction of the spray nozzle body 2 shown by arrow A, and in a small direction shown by arrow B after colliding with the inclined plate 5 and along it. Incline angle β
and the direction of the large inclination angle α shown by arrow C, which collides with the inclined plate 4 and follows it, respectively, and the spray direction expands angularly and becomes fan-shaped, hitting the tunnel wall surface. It is sprayed and evenly distributed and filled throughout the predetermined voids in the tunnel wall. When primary lining is performed using such a concrete spraying nozzle 1 as shown in FIG. The filling is evenly distributed and filled throughout the gap between the tunnel wall surface 9, and no cavities are generated as in the conventional case. Furthermore, even when a reinforcing wire mesh 14 or the like is installed inside the primary lining concrete wall, the directionality of the flow makes it easier for concrete to pass through the mesh, so the amount of concrete that hits the wire mesh 14 and bounces back is extremely small. Almost no support.
傾斜板4,5の傾斜角度α,βは、覆工巻厚が
例えば10〜15cmの場合、α=40°、β=30°という
ように覆工巻厚あるいはトンネル壁面の凹凸の程
度によつて種々変化させる。開口6の大きさはコ
ンクリート中の最大粗骨材寸法よりもやや小さめ
にすることが望ましい。 The inclination angles α and β of the inclined plates 4 and 5 are determined depending on the lining thickness or the unevenness of the tunnel wall surface, such as α = 40° and β = 30° when the lining thickness is 10 to 15 cm, for example. Various changes are made. It is desirable that the size of the opening 6 is slightly smaller than the maximum coarse aggregate size in the concrete.
傾斜板はこの実施例では2枚となつているが、
これに限らず3枚以上となつていてもよく、また
開口はスリツト状のものに代えて、円形、角形等
種々の形状としてよい。この発明のノズルは上記
したトンネル覆工工法だけでなく、一般的なコン
クリート吹付工法にも適用できる。 Although there are two inclined plates in this example,
The number of openings is not limited to this, and the number of openings may be three or more, and the opening may have various shapes such as circular or square instead of a slit. The nozzle of the present invention can be applied not only to the tunnel lining method described above, but also to general concrete spraying methods.
(発明の効果)
この発明は前記のように、吹付用ノズル本体の
吹付口の周縁の一部に、コンクリートの流れを遮
る方向に異なる角度をもつて傾斜する複数の傾斜
板を設けるとともに、これらの傾斜板によつて遮
られない開口が形成されているので、吹付用ノズ
ル本体の吹付口から吹付られたコンクリートは、
開口を経て吹付用ノズル本体の方向と同様の直線
方向と、複数の傾斜板に衝突してそれに沿つて大
小の各異なる傾斜角度の方向とをそれぞれ指向
し、吹付方向が角度的に拡がつて扇状になつてト
ンネル壁面に吹付けられ、トンネル壁面状態、覆
工巻厚に左右されずに、トンネル壁面の所定の空
隙全体に均等に配分されて充填され、したがつて
従来のこの種の吹付用ノズルのように空洞部を発
生することがなく、高品質のコンクリート壁を得
ることができるという効果がある。(Effects of the Invention) As described above, this invention provides a plurality of inclined plates that are inclined at different angles in the direction of blocking the flow of concrete on a part of the periphery of the spray port of the spray nozzle body, and Since an unobstructed opening is formed by the inclined plate, the concrete sprayed from the spray port of the spray nozzle body is
Through the opening, the spraying direction is directed in a straight line similar to the direction of the spray nozzle body, and in directions of different angles of inclination, colliding with a plurality of inclined plates and along them, so that the spraying direction expands angularly. It is sprayed onto the tunnel wall in a fan shape, and is evenly distributed and filled into the entire predetermined gap on the tunnel wall, regardless of the condition of the tunnel wall surface or the thickness of the lining. Unlike conventional nozzles, no cavities are created, and the effect is that high-quality concrete walls can be obtained.
第1図はこの発明に係るノズルの一実施例を示
す平面図、第2図は同上のものの右側面図、第3
図は同上のものの使用状態を示す縦断面図、第4
図は従来のものの使用状態を示す縦断面図であ
る。
1……ノズル、2……ノズル本体、4,5……
傾斜板、6……開口、9……トンネル壁面、11
……急結性コンクリート、13……空洞部。
FIG. 1 is a plan view showing one embodiment of the nozzle according to the present invention, FIG. 2 is a right side view of the same, and FIG.
The figure is a vertical cross-sectional view showing the usage condition of the same as above.
The figure is a longitudinal cross-sectional view showing the state of use of a conventional device. 1... Nozzle, 2... Nozzle body, 4, 5...
Inclined plate, 6...Opening, 9...Tunnel wall surface, 11
... Rapid setting concrete, 13 ... Cavity part.
Claims (1)
コンクリートの流れを遮る方向に異なる角度をも
つて傾斜する複数の傾斜板を設けるとともに、こ
れらの傾斜板によつて遮られない開口が形成され
ていることを特徴とするコンクリート吹付用ノズ
ル。1 Part of the periphery of the spray nozzle body,
A concrete spraying nozzle characterized in that a plurality of inclined plates are provided that are inclined at different angles in a direction that blocks the flow of concrete, and an opening that is not blocked by these inclined plates is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61128385A JPS62284899A (en) | 1986-06-03 | 1986-06-03 | Nozzle for spraying concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61128385A JPS62284899A (en) | 1986-06-03 | 1986-06-03 | Nozzle for spraying concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62284899A JPS62284899A (en) | 1987-12-10 |
| JPH058320B2 true JPH058320B2 (en) | 1993-02-01 |
Family
ID=14983504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61128385A Granted JPS62284899A (en) | 1986-06-03 | 1986-06-03 | Nozzle for spraying concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62284899A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6082639A (en) * | 1999-01-25 | 2000-07-04 | Certainteed Corporation | Apparatus for increasing the density of blown insulation materials |
| JP5613020B2 (en) * | 2010-11-04 | 2014-10-22 | 電気化学工業株式会社 | Method for producing rapid hardening cement concrete |
| JP6276669B2 (en) * | 2014-09-17 | 2018-02-07 | 首都高速道路株式会社 | Cement mixture construction method and collection device |
| JP7470007B2 (en) * | 2020-10-08 | 2024-04-17 | 鹿島建設株式会社 | Material spraying device and material spraying method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6153999A (en) * | 1984-08-21 | 1986-03-18 | 鉄建建設株式会社 | Tunnel covering construction method and apparatus |
-
1986
- 1986-06-03 JP JP61128385A patent/JPS62284899A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62284899A (en) | 1987-12-10 |
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