Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0574420B2 - - Google Patents
[go: Go Back, main page]

JPH0574420B2 - - Google Patents

Info

Publication number
JPH0574420B2
JPH0574420B2 JP60191889A JP19188985A JPH0574420B2 JP H0574420 B2 JPH0574420 B2 JP H0574420B2 JP 60191889 A JP60191889 A JP 60191889A JP 19188985 A JP19188985 A JP 19188985A JP H0574420 B2 JPH0574420 B2 JP H0574420B2
Authority
JP
Japan
Prior art keywords
lining
lining material
liquid
transport pipe
fan
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
JP60191889A
Other languages
Japanese (ja)
Other versions
JPS6253758A (en
Inventor
Yoshimasa Kondo
Kazuo Yoshida
Kazuo Yamaguchi
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.)
Aoki Construction Co Ltd
Original Assignee
Aoki Construction 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 Aoki Construction Co Ltd filed Critical Aoki Construction Co Ltd
Priority to JP60191889A priority Critical patent/JPS6253758A/en
Publication of JPS6253758A publication Critical patent/JPS6253758A/en
Publication of JPH0574420B2 publication Critical patent/JPH0574420B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/105Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Nozzles (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は、トンネル工事等において、掘削した
地盤の壁面の崩壊を防ぐために、セメント等の覆
工材料を吹き付ける覆工法および、その工法を実
施するために使用する覆工装置に関するものであ
る。 この覆工法には、湿式工法と乾式工法とがあ
り、前者の湿式工法は、セメント、細骨材、粗骨
材等の乾燥粉体材料をあらかじめ液体と練り混ぜ
たものを輸送管によつて圧送する工法であり、後
者の乾式工法は、前記した乾燥粉体材料を圧縮空
気と共に輸送配管内に圧送して、その吐出口の手
前で液体を輸送管内に注入する工法である。本発
明は、後者の乾式工法に関するものである。 (従来の技術) 従来の乾式工法では、覆工材料の輸送管を閉塞
させないために、乾燥粉体材料を圧縮空気と共
に、約30m/sec以上で圧送し、その吐出口付近
で第4図および第5図に示すように、輸送管aの
途中に設けた中空の環体bの内面に設けた数個の
ノズル孔cより送水管dにより供給した液体を噴
射して乾燥粉体材料に注入したものを壁面に吹き
付けていた。 (発明が解決しようとする問題点) しかしながらこの従来の方法では、ノズル孔c
より噴射される液体が直線状にとび出していたた
め、乾燥粉体材料全体に液体が行きわたることが
困難である結果、吹き付け時に液体が粉塵となつ
てトンネル工事等の作業環境を悪化させる原因と
なつていた。 また乾燥粉体材料の中で特にセメントと細骨材
とが液体と十分混合できないと、粘性の大きいモ
ルタルができないため、壁面に付着しない吹き付
け材料がはね返るという問題点があつた。 また従来の液体量制御は、作業者が壁面に対す
る吹き付け材料の付着状況を見ながら、手元の注
水量調節バルブ(図示せず)を操作することによ
つて行つていたため、設計配合通りの水セメント
比(単位センメント当りの液体量)を得ることが
困難であつた。その結果、出来上つた吹き付けコ
ンクリートの強度にばらつきが多いという問題点
があつた。 (問題点を解決するための手段) 本発明は、上述の問題点を解決するためになさ
れたもので、覆工材料を空気圧により圧送して壁
面に吹き付ける覆工法において、覆工材料の輸送
管の途中に設けた扇形スプレーノズルと直進ノズ
ルにより覆工材料に液体を広角度に噴射して供給
する覆工法であり、また、覆工材料を空気圧によ
り圧送して壁面に吹き付ける覆工法において、覆
工材料の輸送管の途中に設けた扇形スプレーノズ
ルと直進ノズルにより覆工材料に液体を広角度に
噴射して供給すると共に、周波数調節器を介して
運転される誘導モータによつて定容積型ポンプの
回転を制御することにより、前記液体の供給量を
所望の設定値に制御する覆工法であり、また、覆
工材料を圧縮空気と共に輸送管内に送り込む吹付
機と、この輸送管の途中に設けた扇形スプレーノ
ズルおよび直進ノズルと、これらのノズルに液体
を供給する定容積型ポンプと、この定容積型ポン
プを駆動する誘導モータと、この誘導モータの回
転を制御する周波数調節器とを具備してなる覆工
装置を特徴とするものである。 (作用) 上述のように本発明工法においては、覆工材料
の輸送管の途中に設けた扇形スプレーノズルと直
進ノズルにより覆工材料に液体を広角度に噴射し
て供給するようにしたから、乾燥粉体材料が液体
とよく混合するため、吹き付け時に発生する粉塵
が減少すると共に、壁面に付着しないではね返る
吹き付け材料の量を減少する。特に本発明におい
ては扇形スプレーノズルと直進ノズルとを併用し
たため、上述の作用効果が促進された。 さらに本発明では、周波数調節器を介して運転
される誘導モータによつて定容積型ポンプの回転
を制御することにより、液体の供給量を所望の設
定値に制御するようにしたから、吹き付けコンク
リートの水セメント比が常にほぼ設計値になる。
したがつて出来上がつた吹き付けコンクリートが
均質となり、強度上のばらつきも少なくなる。 (実施例) 以下、第1図〜第3図について本発明の実施例
を説明する。図中1は覆工材料を吹き付ける壁
面、2は覆工材料の乾燥粉体材料のホツパー、3
はホツパー2から吐出された材料を搬送するベル
トコンベアヤーである。 本実施例においては、ベルトコンベヤー3の送
出端と接続して、乾燥粉体材料をコンプレツサー
4の圧縮空気と共に輸送管5内に送り込む吹付機
6を設け、この輸送管5の吐出口5aの近くの円
周上に、第2図および第3図に示すような複数個
の扇形スプレーノズル7を輸送管5の管壁を貫通
して設けると共に、これら扇形スプレーノズル7
間に直進ノズル8をそれぞれ輸送管5の管壁を貫
通して設ける。本実施例においては、第1図に示
すAの個所に、それぞれ第2図に示すように、同
一円周上に3個の扇形スプレーノズル7を設ける
と共に、これら各扇形スプレーノズル7間にそれ
ぞれ直進ノズル8を設けて、合計6個のノズル
7,8から輸送管5内に注水できるようにしてあ
る。 これらの扇形スプレーノズル7と直進ノズル8
は、それぞれ液体送給管9を介して定容積型ポン
プ10に接続し、このポンプ10を誘導モータ1
1によつて駆動するようにすると共に、周波数調
節器12によつて誘導モータ11の回転数を所望
の値に設定できるようにする。12aはその周波
数調節用のダイヤルであり、このダイヤル12a
を操作して周波数を変えれば、誘導モータ11の
回転数も変り、その結果定容積型ポンプ10の吐
出量を回転数に比例して変化させることができ
る。したがつて前もつてポンプ10の各吐出量に
対応する周波数を算出しておけば、ダイヤル12
aを調節することによつて所望の吐出量を得るこ
とができるため、吹き付けコンクリートの水セメ
ント比を正確に設定することができる。 つぎに本発明による実験結果と、従来工法との
比較結果を説明する。
(Industrial Application Field) The present invention relates to a lining method in which lining material such as cement is sprayed to prevent wall collapse of excavated ground in tunnel construction, etc., and a lining used to carry out the method. It is related to the device. There are two types of lining methods: the wet method and the dry method. The latter dry method is a construction method in which the dry powder material described above is pumped into a transportation pipe together with compressed air, and a liquid is injected into the transportation pipe before the discharge port. The present invention relates to the latter dry construction method. (Prior art) In the conventional dry construction method, in order to prevent the lining material transport pipe from being blocked, the dry powder material is pumped together with compressed air at a speed of approximately 30 m/sec or more, and near the discharge port, the As shown in Fig. 5, the liquid supplied through the water pipe d is injected into the dry powder material through several nozzle holes c provided on the inner surface of a hollow annular body b provided in the middle of the transport pipe a. The liquid was sprayed onto the wall. (Problem to be solved by the invention) However, in this conventional method, the nozzle hole c
Because the liquid was sprayed out in a straight line, it was difficult for the liquid to spread over the entire dry powder material.As a result, the liquid turned into dust during spraying, causing a worsening of the working environment in tunnel construction, etc. I was getting used to it. Furthermore, if the dry powder materials, especially cement and fine aggregate, cannot be sufficiently mixed with the liquid, a highly viscous mortar will be formed, resulting in the problem that the sprayed material that does not adhere to the wall will bounce back. In addition, conventional liquid volume control was carried out by the worker observing the adhesion of the sprayed material to the wall surface and operating a water volume adjustment valve (not shown) at hand. It was difficult to obtain the cement ratio (the amount of liquid per unit cement). As a result, there was a problem that the strength of the finished shotcrete varied widely. (Means for Solving the Problems) The present invention has been made to solve the above-mentioned problems, and in the lining method in which the lining material is pumped by air pressure and sprayed onto the wall surface, the lining material is transported through a pipe. This is a lining method in which liquid is sprayed at a wide angle onto the lining material using a fan-shaped spray nozzle and a straight nozzle installed in the middle of the lining. A fan-shaped spray nozzle and a straight forward nozzle installed in the middle of the material transport pipe spray and supply liquid to the lining material at a wide angle, and a fixed-volume type is supplied by an induction motor operated via a frequency regulator. This is a lining method that controls the supply amount of the liquid to a desired set value by controlling the rotation of the pump.It also includes a sprayer that feeds the lining material into the transport pipe together with compressed air, and a sprayer that feeds the lining material into the transport pipe along with compressed air. It is equipped with a fan-shaped spray nozzle and a linear nozzle provided, a constant volume pump that supplies liquid to these nozzles, an induction motor that drives this constant volume pump, and a frequency regulator that controls the rotation of this induction motor. The lining device is characterized by: (Function) As mentioned above, in the construction method of the present invention, the fan-shaped spray nozzle and the straight nozzle provided in the middle of the lining material transport pipe are used to spray and supply liquid to the lining material at a wide angle. The dry powder material mixes well with the liquid, reducing the amount of dust generated during spraying and reducing the amount of sprayed material that bounces off rather than sticking to the wall. In particular, in the present invention, since the fan-shaped spray nozzle and the straight nozzle are used in combination, the above-mentioned effects are promoted. Furthermore, in the present invention, the rotation of the fixed displacement pump is controlled by an induction motor driven via a frequency regulator, so that the amount of liquid supplied is controlled to a desired set value. The water-cement ratio is always close to the design value.
Therefore, the finished shotcrete becomes homogeneous, and variations in strength are reduced. (Example) Hereinafter, an example of the present invention will be described with reference to FIGS. 1 to 3. In the figure, 1 is the wall surface on which the lining material will be sprayed, 2 is the hopper for the dry powder material of the lining material, and 3
is a belt conveyor conveying the material discharged from the hopper 2. In this embodiment, a sprayer 6 is provided which is connected to the delivery end of the belt conveyor 3 and sends the dry powder material into the transport pipe 5 together with the compressed air of the compressor 4, and is located near the discharge port 5a of the transport pipe 5. A plurality of fan-shaped spray nozzles 7 as shown in FIG. 2 and FIG.
A straight nozzle 8 is provided in between, penetrating the pipe wall of the transport pipe 5. In this embodiment, as shown in FIG. 2, three fan-shaped spray nozzles 7 are provided on the same circumference at the location A shown in FIG. A straight nozzle 8 is provided so that water can be injected into the transport pipe 5 from a total of six nozzles 7 and 8. These fan-shaped spray nozzles 7 and straight nozzles 8
are connected to a constant displacement pump 10 via a liquid supply pipe 9, and this pump 10 is connected to an induction motor 1.
1, and the number of revolutions of the induction motor 11 can be set to a desired value by a frequency adjuster 12. 12a is a dial for adjusting the frequency, and this dial 12a
If the frequency is changed by operating the induction motor 11, the rotation speed of the induction motor 11 will also change, and as a result, the discharge amount of the constant displacement pump 10 can be changed in proportion to the rotation speed. Therefore, if the frequency corresponding to each discharge amount of the pump 10 is calculated in advance, the dial 12
Since a desired discharge amount can be obtained by adjusting a, the water-cement ratio of shotcrete can be set accurately. Next, experimental results according to the present invention and comparison results with conventional construction methods will be explained.

【表】【table】

【表】 ※ 細骨材の表面水率が6%の際の水量供給量
は9.03/分、水圧は30.0Kg/cm2であつた。 (c) 実験結果 (C‐1) 材料のはね返り試験 コンクリート板(ヨコ4m×タテ2m×厚
さ0.2m)を吹付面として、1回の吹付量を
約0.1m3(≒240Kg)(ヨコ2m×タテ1m×
厚さ0.05m)として実験した。 はね返り率(R%)は、付着重量(AKg)
とはね返り重量(BKg)を測定し R=B/A+B×100(%)より算出した。
[Table] * When the surface water content of fine aggregate was 6%, the water supply rate was 9.03/min and the water pressure was 30.0Kg/ cm2 . (c) Experimental results (C-1) Material rebound test A concrete plate (4 m wide x 2 m long x 0.2 m thick) was used as the spraying surface, and the amount of spray per time was approximately 0.1 m 3 (≒240 kg) (2 m wide). ×Vertical 1m×
The experiment was conducted with a thickness of 0.05 m). Rebound rate (R%) is the attached weight (AKg)
The rebound weight (BKg) was measured and calculated from R=B/A+B×100 (%).

【表】 従来工法−輸送管の出口より3m手前に従来
の6個の噴水孔を有する注水リング1個を
取り付けたものを使用した。 本発明工法−輸送管出口より3m手前の1ケ
所の同一円周上に3個の扇形スプレーノズ
ルと3個の直進ノズルを交互に配置した注
水リングを取り付けたものを使用した。 (C‐2) 粉塵量測定 トンネル断面40m2、通気量600m3/分の条
件で、粉塵量測定を行つた。測定位置は、吹
付地点より5m後方のトンネル中心点付近の
地上高1.5mの位置で行つた。測定器KANO
−MAX(ローボリユームサンプラー)
[Table] Conventional method - A water injection ring with six conventional water injection holes was installed 3 m before the exit of the transport pipe. The construction method of the present invention - A water injection ring was used in which three fan-shaped spray nozzles and three straight nozzles were alternately arranged on the same circumference at one location 3 m before the outlet of the transport pipe. (C-2) Dust amount measurement The dust amount was measured under the conditions of a tunnel cross section of 40 m 2 and ventilation rate of 600 m 3 /min. The measurement location was 1.5m above ground level near the center of the tunnel, 5m behind the spraying point. Measuring instrument KANO
−MAX (low volume sampler)

【表】 (C‐3) コンクリート強度試験 吹き付けコンクリートよりボーリングによ
つて供試体を採取し、圧縮強度試験を行つ
た。材令28日の圧縮試験結果は次の通りであ
つた。
[Table] (C-3) Concrete strength test Specimens were taken from shotcrete by boring and compressive strength tests were conducted. The compression test results on the 28th were as follows.

【表】 (発明の効果) 上述の通り本発明によれば、コンクリート吹き
付け時における粉塵量がほぼ1/3に減少するため、
トンネル工事等の作業環境を良化できる。 また覆工材料のはね返り量も減少するため材料
の無駄が軽減されると共に、作業環境の良化にも
役立つ。 さらに本発明によれば、吹き付けコンクリート
が均質になると共に、全体的にも強度が増大する
という効果が得られる。
[Table] (Effects of the invention) As mentioned above, according to the present invention, the amount of dust during concrete spraying is reduced to approximately 1/3, so
It can improve the working environment for tunnel construction, etc. In addition, the amount of lining material splashed back is reduced, which reduces material waste and helps improve the working environment. Further, according to the present invention, it is possible to obtain the effects that the shotcrete becomes homogeneous and its strength increases as a whole.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明工法に使用する本発明装置の説
明用略図、第2図はその要部の断面図、第3図は
その扇形スプレーノズルの断面図、第4図は従来
工法で使用していた注水リング部の斜視図、第5
図はその部分断面図である。 1……壁面、2……ホツパー、3……ベルトコ
ンベヤー、4……コンプレツサー、5……輸送
管、6……吹付機、7……扇形スプレーノズル、
8……直進ノズル、9……液体送給管、10……
定容積型ポンプ、11……誘導モータ、12……
周波数調節器。
Fig. 1 is a schematic diagram for explaining the device of the present invention used in the method of the present invention, Fig. 2 is a sectional view of its main parts, Fig. 3 is a sectional view of its fan-shaped spray nozzle, and Fig. 4 is a schematic diagram of the device used in the conventional method. Perspective view of the water injection ring section, No. 5
The figure is a partial sectional view. 1... Wall surface, 2... Hopper, 3... Belt conveyor, 4... Compressor, 5... Transport pipe, 6... Spray machine, 7... Fan-shaped spray nozzle,
8... Straight nozzle, 9... Liquid feed pipe, 10...
Constant displacement pump, 11... Induction motor, 12...
Frequency adjuster.

Claims (1)

【特許請求の範囲】 1 覆工材料を空気圧により圧送して壁面に吹き
付ける覆工法において、覆工材料の輸送管の途中
に設けた扇形スプレーノズルと直進ノズルにより
覆工材料に液体を広角度に噴射して供給すること
を特徴とする覆工法。 2 覆工材料を空気圧により圧送して壁面に吹き
付ける覆工法において、覆工材料の輸送管の途中
に設けた扇形スプレーノズルと直進ノズルにより
覆工材料に液体を広角度に噴射して供給すると共
に、周波数調節器を介して運転される誘導モータ
によつて定容積型ポンプの回転を制御することに
より、前記液体の供給量を所望の設定値に制御す
ることを特徴とする覆工法。 3 覆工材料を圧縮空気と共に輸送管内に送り込
む吹付機と、この輸送管の途中に設けた扇形スプ
レーノズルおよび直進ノズルと、これらのノズル
に液体を供給する定容積型ポンプと、この定容積
型ポンプを駆動する誘導モータと、この誘導モー
タの回転を制御する周波数調節器とを具備してな
る覆工装置。
[Claims] 1. In a lining method in which lining material is pumped by air pressure and sprayed onto a wall surface, a fan-shaped spray nozzle and a straight nozzle installed in the middle of a lining material transport pipe spray liquid onto the lining material at a wide angle. A lining method characterized by spraying and supplying. 2 In the lining method in which lining material is pumped by air pressure and sprayed onto the wall surface, a fan-shaped spray nozzle and a straight nozzle installed in the middle of the lining material transport pipe are used to spray and supply liquid to the lining material at a wide angle. A lining method characterized in that the supply amount of the liquid is controlled to a desired set value by controlling the rotation of a constant displacement pump by an induction motor operated via a frequency regulator. 3. A sprayer that sends the lining material into the transport pipe together with compressed air, a fan-shaped spray nozzle and a straight nozzle installed in the middle of this transport pipe, a fixed volume pump that supplies liquid to these nozzles, and this fixed volume pump. A lining device comprising an induction motor that drives a pump and a frequency adjuster that controls the rotation of the induction motor.
JP60191889A 1985-09-02 1985-09-02 Coating method and apparatus Granted JPS6253758A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60191889A JPS6253758A (en) 1985-09-02 1985-09-02 Coating method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60191889A JPS6253758A (en) 1985-09-02 1985-09-02 Coating method and apparatus

Publications (2)

Publication Number Publication Date
JPS6253758A JPS6253758A (en) 1987-03-09
JPH0574420B2 true JPH0574420B2 (en) 1993-10-18

Family

ID=16282133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60191889A Granted JPS6253758A (en) 1985-09-02 1985-09-02 Coating method and apparatus

Country Status (1)

Country Link
JP (1) JPS6253758A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2857699B2 (en) * 1990-09-28 1999-02-17 東亜建設工業式会社 Concrete spraying method
JP2564434B2 (en) * 1991-07-09 1996-12-18 シューレンベルク ベトン−シュプリッツマシネン ゲーエムベハー Mixing equipment for dry concrete spraying equipment

Also Published As

Publication number Publication date
JPS6253758A (en) 1987-03-09

Similar Documents

Publication Publication Date Title
US5878921A (en) Grout delivery apparatus and method
US4106111A (en) Improved concrete making and transmission
KR0175304B1 (en) Wet Spray Concrete Pump
CA1338560C (en) Apparatus for pneumatically discharging a hardening building material, in particular, a hydraulic air-placed concrete or mortar
JP2958147B2 (en) Mortar kneading sprayer for low-rise houses
JPH0574420B2 (en)
JPH0372778B2 (en)
US3026094A (en) Method of mixing and delivering aggregate mixtures
US3758034A (en) Method for pneumatically placing semi-fluid materials
US3754683A (en) Apparatus for pneumatically placing semi-fluid materials
JPH0340977Y2 (en)
US5118224A (en) Mortar transport apparatus
JPH0339561Y2 (en)
JP2000309012A (en) Preparation-supply system for fresh kneaded material
JP2963160B2 (en) Method and apparatus for projecting mixture mixture
JPH07180355A (en) Pressure conveying device and method for hydraulic fluid and spraying method using the same
KR930001972B1 (en) Process for producing mortar and method for applying the same
JPS583109B2 (en) architectural spray machine
JPS5936293Y2 (en) dry spraying machine
JPS62280495A (en) Method of concrete spray construction and device
JPS607810Y2 (en) rotor spray machine
JPH06336835A (en) Dry spraying method and dry spraying device
JPS6147960B2 (en)
JPS6223916Y2 (en)
JPS59102477A (en) Spraying method of mortar

Legal Events

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