JPH0428872B2 - - Google Patents
Info
- Publication number
- JPH0428872B2 JPH0428872B2 JP55183503A JP18350380A JPH0428872B2 JP H0428872 B2 JPH0428872 B2 JP H0428872B2 JP 55183503 A JP55183503 A JP 55183503A JP 18350380 A JP18350380 A JP 18350380A JP H0428872 B2 JPH0428872 B2 JP H0428872B2
- Authority
- JP
- Japan
- Prior art keywords
- admixture
- hose
- spraying
- spray nozzle
- 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)
Description
本発明はコンクリート等の吹付け法に関するも
のである。
トンネル、坑道、煙突、法面などにコンクリー
トやモルタル類を施工する方法として、ドライミ
ツクスあるいはウエツトミツクスした材料を圧縮
エアにより吹付けノズルに圧送し施工面に吹付け
る方法が汎用されている。このような吹付け法に
おいて、急ぐ工事や冬期の工事あるいは湧水個所
の工事など、硬化を早めて初期強度を向上させた
り、水密性などの性能向上を図る目的で、通常配
合の材料に急結材や減水材などの混和材を加えて
吹付けることが多くなつており、その具体的な実
施にあたり、従来では一般に、吹付け材料を吹付
け機のホツパ等に装入するのと併行して同吹付け
機に混和材を装入し、こうした材料と混和材を一
括して圧縮エアにより機側ノズルおよびホースを
経て先端の吹付けノズルに搬送し噴射させる方法
がとられていた。
しかし、このような吹付け法では、吹付けるべ
き主材料と混和材を吹付け機中に混在させるの
で、材料と混和材を均一に分散混合することが難
しく、単位分量あたりに混和材が過度に含まれた
り、逆に過度に少なくなつたりすることが多い。
そのため、形成された吹付け施工面各部で強度の
バラツキが多く発生すると共に、初期強度が全体
的に不十分なものとなりやすい欠点があつた。
また、吹付け機中に材料と混和材を混在させる
ため、ホース先端の吹付けノズルから吹付けられ
るより前に凝固反応などが進行又は完了して吹付
機内や搬送ホース中に付着し、それらに詰りや閉
塞などのトラブルを生じさせやすい。このことか
ら、材料の性状がドライミツクスに限定され、強
度向上の上で好ましいウエツトミツクス材料を使
用できず、また骨材として含有水分の少ないもの
を用いなければならないという不便さがあつた。
さらに、この方法では材料に対する混和材の添
加量が固定的であるため、吹付け作業中に現場の
状況に即応するよう随意に混和材添加量を調整で
きないという不具合があつた。
本発明は前記のような従来の吹付け法の問題点
を解決し、材料の性状を問わず混和材を均一に混
合させて強度のバラツキが少なくかつ高い初期強
度の吹付け施工面を形成することができ、また、
混和材使用に伴う機器類のトラブルが発生せず、
混和材を現場の状況に即応するように自在にコン
トロールすることができるコンクリート等の吹付
け法を提供しようとするものである。
上記目的を達成するため本発明は、混和材を含
むコンクリート等を吹付けるに際し、吹付け機か
ら材料を定量吐出して吹付けノズルに向かつて搬
送ホース中を気流搬送する一方、これと別の系に
おいてスラリー状若しくはこれよりも液に近い性
状の混和材を定量切り出しこれに圧縮エアを加え
て分散させつつ前記材料搬送圧よりも若干低圧で
ホース中を定量気流搬送し、該分散状の混和材
を、吹付けノズルよりも20m以上上流の搬送ホー
ス中に設けた添加部において気流搬送されつつあ
る前記材料に合流させることで材料と混和材を吹
付けノズルに到る搬送ホース中で撹拌混合し、吹
付けノズルから吹き付けるようにしたものであ
る。
以下、本発明を添付図面に基いて説明する。第
1図は本発明に係るコンクリート等の吹付け法の
一実施例を示すもので、1は吹付け機、2は吹付
け機1に設けた機側ノズル(吐出機構)、3は搬
送ホース、4は搬送ホース先端に接続した吹付け
ノズル、5は吹付けノズル4の後方に介在した添
加部である。
前記吹付け機1は、材料Aの収容部6と、これ
に収容した材料Aを機側ノズル2を通して搬送ホ
ース3に定量吐出させ、吹付けノズル4に向け気
流搬送させるためのエア吹込み部7,7′を備え
ていることが必要であるが、その他は特別な制限
はない。本実施例では、収容部の下で多数のポケ
ツト9,9を持つたロータ8を回転させ、ポケツ
トが機側ノズル2に到つたところでエア吹込み部
7,7′からの圧縮エアにより吐出させ、これを
担体として圧送させるようにしている。この機構
に代え2槽気密容器式やスクイーズ式の吹付け機
を用いてもよい。材料Aがウエツトミツクスであ
る場合には混練機能を備えたタイプのものが推奨
される。
しかして、材料Aすなわち骨材とセメントの配
合は吹付け機1に装入され、エア配管10を経て
導入された圧縮エアにより機側ノズル2に吐出さ
れ、ここから搬送ホース3で吹付ノズル4に向け
圧送されるものであるが、本発明は、機側ノズル
2よりも前方で吹付けノズル4および水添加部5
よりも後方すなわち、吹付けノズル4から20m以
上上流の搬送ホース3に、該ホースと連通する主
路13およびこの主路13に対する導通口14を
備えた混和材添加部11を介在接続させ、搬送ホ
ース中を搬送されてくる材料Aに対し、混和材添
加部11を介して液状ないしスラリー状など湿つ
た混和材Bを定量ずつ添加するものである。
すなわち具体的には、第1図のごとく材料吹付
け機1と別に、湿状混和材Bの収容部15と定量
切出し機構16と吐出部17および圧送用エア吹
込み部18を備えた定量ポンプ12を配し、この
定量ポンプ12の前記吐出部17を混和材添加部
11の導通口14とホース19で接続し、前記圧
送用エア吹込み部18に対し、吹付け機1のエア
配管10と独立しあるいはこれから分岐したエア
配管20を調整弁21を介して接続したものであ
る。定量切出し機構16として本実施例はスクリ
ユーを用いているが、歯車、ローター、スクイー
ズローラなど任意の構成のものでよい。
しかして、吹付けに際しては、湿状の混和材B
を収容部15に入れ、吹付け機1による材料Aの
搬送開始と同期して定量切出し機構16を作動さ
せて湿状混和材Bを定量ずつ吐出部17に排出
し、かつエア配管20を用いて前記混和材Bをホ
ース19から導通口14へと気流搬送するもので
ある。このときの混和材の添加圧力すなわちホー
ス内圧は、材料搬送圧よりも若干低圧とすること
が望ましい。その理由は、ホース内圧が高すぎる
と導通口からの噴射力で主路にエアカーテンが形
成され、搬送ホースでの材料送りに脈動を生じさ
せるからである。前記圧力調整はエア配管10,
20の圧力を圧力計などで検出し、手動もしくは
圧力計と連絡した制御器により調整弁21の開度
を加減することで簡単に行い得る。また混和材B
の添加量は定量切出し機構16の回転数を変化さ
せることでこれまた簡単に行い得る。
前記のように材料Aを定量的に吐出して搬送ホ
ース中でエア搬送させ、これと同期して湿状の混
和材Bを圧縮エアによりホース19に定量づつ送
り込めば、前記混和材は粒bに分散して導通口1
4から主路13へと連続的に導入される。このと
き、主路には圧縮空気流により分散浮遊状となつ
た材料粒aが通過しているので、前記のように導
通口14から導入された圧縮エアにより主路内に
は乱流が生じ、これにより、第2図のごとく圧縮
エアに帯同されてきた混和材粒bは、搬送ホース
内を通過しつつある材料粒子aと旺盛な撹拌を起
し、この撹拌が吹付けノズル4に到るまでの20m
にわたる長い搬送ホース3を通過するあいだ幾度
となく繰返され、混和材粒bはその保有水分によ
り材料粒子aのまわりに付着する。
このように本発明は定量吐出され分散して送ら
れている材料Aに対し、同じく定量吐出され分散
状態となつている湿状混和材Bを送り込み、しか
もそれら材料と混和材を搬送媒体である圧縮エア
の動的エネルギーを利用して撹拌し前送するた
め、混和材が局部的に過大あるいは過少に分布す
ることのない均一な混合状態となる。吹付けノズ
ル部位やこれの近傍で混和材を添加したのでは、
圧縮エアの動的エネルギによる撹拌混合効果を十
分に利用出来ないため、混和材の分散均一化は実
現しがたい。そしてこのような混合物は搬送ホー
ス3を進み、材料がドライミツクスタイプである
ときには水添加部5により所定の水/セメント比
になるような水量が添加されて吹付けノズル4か
ら施工面cに吹付けられる。また材料Aがウエツ
トミツクスタイプである場合には水添加がなされ
ずそのまま吹付けノズル4から吹付けられる。こ
のウエツトミツクスの場合、混和材Bの含水量だ
け材料Aの水添加量を減少させることができるの
で、吹付け機1における圧送が容易となり、搬送
距離を延長し得るメリツトがある。
なお、本発明はコンクリートやモルタルの吹付
けに好適であるが、炉材の吹付けなどにも適用が
可能である。
次に本発明の具体的な実施例を示す。
実施例
() 第1図に示す吹付け機と定量ポンプを用
い、本発明によりトンネル垂直面にコンクリー
ト吹付けを行つた。材料の配合はセメント360
Kg/m3、細骨材997Kg/m3、粗骨材662Kg/m3、
s/a60%、w/c50〜55%とし、湿状混和材
としてスラリー状の無機塩を用い、これを配合
セメント量に対して6%添加することにした。
() 湿状混和材添加部として内径65φの主管に
内径25φの細管が連通したY状分岐金物を用
い、これを吹付け機機側ノズルから前方20m、
吹付けノズルから後方24mの位置の搬送ホース
65φに介在接続させ、添加部の導通口と定量ポ
ンプを25φ、20mのホースで結んだ。
() 施工された吹付け面から第3図のようにサ
ンプル5種を採取し、その初期強度(圧縮強
度)を試験した。その結果を、吹付け機中に材
料と混和材を装入して一括吹付けする従来法と
比較して示すと第1表のとおりである。
The present invention relates to a spraying method for concrete, etc. BACKGROUND ART A commonly used method for constructing concrete or mortar in tunnels, shafts, chimneys, slopes, etc. is to force-feed dry or wet mixed materials to a spray nozzle using compressed air and spray them onto the construction surface. In this type of spraying method, for urgent construction work, construction work in winter, or work at spring water areas, the material is suddenly added to the normally mixed material in order to speed up curing, improve initial strength, or improve performance such as watertightness. It is becoming more common to spray with admixtures such as binders and water-reducing materials added, and in the past, in the past, it was common to charge the spraying material into the hopper of the spraying machine at the same time. The method used was to charge the admixture into the same spraying machine, and use compressed air to convey the material and the admixture together through a nozzle on the machine side and a hose to a spray nozzle at the tip and spray it. However, in this type of spraying method, the main material to be sprayed and the admixture are mixed in the spraying machine, so it is difficult to disperse and mix the material and the admixture uniformly, and the admixture is excessively mixed per unit amount. In many cases, it is included in the amount, or conversely, it is excessively reduced.
Therefore, there was a drawback that there were many variations in strength at various parts of the formed sprayed surface, and the initial strength was likely to be insufficient overall. In addition, because the materials and admixtures are mixed in the spray machine, the coagulation reaction progresses or completes before they are sprayed from the spray nozzle at the end of the hose, and they adhere to the inside of the spray machine or the conveyance hose. This can easily cause problems such as blockages and blockages. For this reason, the properties of the material are limited to dry mixes, making it impossible to use wet mix materials, which are preferable for improving strength, and requiring the use of aggregates with low water content, which is inconvenient. Furthermore, in this method, since the amount of admixture added to the material is fixed, there is a problem that the amount of admixture added cannot be adjusted at will to immediately respond to the situation at the site during the spraying operation. The present invention solves the problems of the conventional spraying method as described above, and forms a sprayed surface with little variation in strength and high initial strength by uniformly mixing admixtures regardless of the properties of the material. You can also
No equipment troubles occur due to the use of admixtures,
The purpose of this invention is to provide a method for spraying concrete, etc., which allows the admixture to be freely controlled in response to on-site conditions. In order to achieve the above object, the present invention, when spraying concrete, etc. containing an admixture, discharges a fixed amount of material from a spraying machine and conveys it through a conveyance hose toward a spray nozzle, while at the same time In the system, a fixed amount of slurry-like or more liquid-like admixture is cut out, compressed air is added to it to disperse it, and a fixed amount of airflow is conveyed through the hose at a pressure slightly lower than the material conveying pressure, and the dispersed mixture is mixed. The material is mixed with the material being air-flow conveyed at the addition section installed in the conveyance hose at least 20m upstream of the spray nozzle, and the material and admixture are stirred and mixed in the conveyance hose leading to the spray nozzle. It is designed to be sprayed from a spray nozzle. Hereinafter, the present invention will be explained based on the accompanying drawings. Fig. 1 shows an embodiment of the spraying method for concrete, etc. according to the present invention, in which 1 is a spraying machine, 2 is a machine side nozzle (discharge mechanism) provided in the spraying machine 1, and 3 is a conveying hose. , 4 is a spray nozzle connected to the tip of the conveying hose, and 5 is an addition section located behind the spray nozzle 4. The spraying machine 1 includes a storage section 6 for material A, and an air blowing section for discharging a fixed amount of the material A stored therein through a machine-side nozzle 2 to a conveying hose 3 and transporting the material A with airflow toward a spraying nozzle 4. 7 and 7', but there are no other special restrictions. In this embodiment, a rotor 8 having a large number of pockets 9, 9 is rotated under the storage part, and when the pockets reach the machine side nozzle 2, they are discharged by compressed air from the air blowing parts 7, 7'. , which is used as a carrier to be pumped. Instead of this mechanism, a two-tank airtight container type or squeeze type spraying machine may be used. If material A is a wet mixer, a type with a kneading function is recommended. The material A, that is, the mixture of aggregate and cement, is charged into the spraying machine 1, and is discharged to the machine side nozzle 2 by compressed air introduced through the air pipe 10, from where it is transferred to the spraying nozzle 4 by the conveying hose 3. However, in the present invention, the spray nozzle 4 and the water addition section 5 are
An admixture adding section 11 equipped with a main passage 13 communicating with the hose and a communication port 14 for the main passage 13 is connected to the conveyance hose 3 at least 20 m upstream from the spray nozzle 4, and A wet admixture B in the form of a liquid or slurry is added in fixed amounts via an admixture addition section 11 to the material A being conveyed through the hose. Specifically, as shown in FIG. 1, apart from the material spraying machine 1, there is provided a metering pump that is equipped with a storage section 15 for wet admixture B, a metering cutting mechanism 16, a discharge section 17, and a pressurizing air blowing section 18. 12, the discharge part 17 of this metering pump 12 is connected to the communication port 14 of the admixture addition part 11 with a hose 19, and the air piping 10 of the spraying machine 1 is connected to the pressure-feeding air blowing part 18. An air pipe 20 that is independent of or branched from the air pipe 20 is connected via a regulating valve 21. In this embodiment, a screw is used as the quantitative cutting mechanism 16, but it may be of any configuration such as a gear, a rotor, or a squeeze roller. Therefore, when spraying, wet admixture B
is put into the storage section 15, and in synchronization with the start of conveyance of the material A by the spraying machine 1, the quantitative cut-out mechanism 16 is operated to discharge the wet admixture B in fixed amounts into the discharge section 17, and using the air piping 20. The admixture B is conveyed by airflow from the hose 19 to the communication port 14. At this time, it is desirable that the admixture addition pressure, that is, the hose internal pressure, be slightly lower than the material conveyance pressure. The reason for this is that if the internal pressure of the hose is too high, an air curtain will be formed in the main path by the jetting force from the communication port, causing pulsations in the material feeding through the conveying hose. The pressure adjustment is carried out through air piping 10,
This can be easily done by detecting the pressure of 20 with a pressure gauge or the like and adjusting the opening degree of the regulating valve 21 manually or with a controller connected to the pressure gauge. Also, admixture B
The addition amount can also be easily determined by changing the rotational speed of the quantitative cutting mechanism 16. As described above, if material A is quantitatively discharged and conveyed by air in the conveying hose, and in synchronization with this, wet admixture B is fed quantitatively into hose 19 by compressed air, the said admixture becomes granular. Distributed to b and conduction port 1
4 into the main path 13. At this time, the material particles a, which have become dispersed and suspended due to the compressed air flow, are passing through the main path, so a turbulent flow is generated in the main path due to the compressed air introduced from the communication port 14 as described above. As a result, the admixture particles b entrained in the compressed air as shown in Fig. 2 cause vigorous agitation with the material particles a passing through the conveyance hose, and this agitation reaches the spray nozzle 4. 20m until
While passing through the long conveyance hose 3, the admixture particles B adhere around the material particles A due to their retained moisture. In this way, the present invention feeds the wet admixture B, which is also dispensed in a fixed quantity and is in a dispersed state, to the material A, which is dispensed in a fixed quantity and is sent in a dispersed state, and furthermore, these materials and the admixture are used as a conveyance medium. Since the dynamic energy of compressed air is used to stir and advance the mixture, a uniform mixing state is achieved in which the admixture is not locally distributed too much or too little. If an admixture is added at or near the spray nozzle,
Uniform dispersion of the admixture is difficult to achieve because the stirring and mixing effect due to the dynamic energy of compressed air cannot be fully utilized. Then, such a mixture advances through a conveying hose 3, and when the material is a dry mixture type, water is added by a water addition unit 5 in an amount to achieve a predetermined water/cement ratio, and is delivered from a spray nozzle 4 to a construction surface c. Sprayed. Further, when the material A is a wet mix type, water is not added and the material is sprayed as is from the spray nozzle 4. In the case of this wet mix, the amount of water added to the material A can be reduced by the water content of the admixture B, which facilitates pressure feeding in the spray machine 1 and has the advantage of extending the conveyance distance. The present invention is suitable for spraying concrete and mortar, but can also be applied to spraying furnace materials. Next, specific examples of the present invention will be shown. Example () Using the spraying machine and metering pump shown in FIG. 1, concrete was sprayed onto the vertical surface of a tunnel according to the present invention. The material composition is Cement 360.
Kg/m 3 , fine aggregate 997Kg/m 3 , coarse aggregate 662Kg/m 3 ,
S/A was set at 60%, W/C was set at 50-55%, and a slurry-like inorganic salt was used as a wet admixture, which was added in an amount of 6% based on the amount of blended cement. () As the wet admixture addition part, a Y-shaped branch metal fitting with a main pipe with an inner diameter of 65φ connected to a narrow tube with an inner diameter of 25φ is used, and this is connected 20m forward from the nozzle on the side of the spray machine.
Transport hose located 24m behind the spray nozzle
A 25φ, 20m hose was used to connect the inlet of the addition section and the metering pump. () Five types of samples were taken from the sprayed surface as shown in Figure 3, and their initial strength (compressive strength) was tested. The results are shown in Table 1 in comparison with the conventional method of charging the material and admixture into a spraying machine and spraying them all at once.
【表】
この第1表から、本発明によれば同量の混和
材を用いて格段に良好な強度を得ていることが
わかる。
() 本発明における湿状混和材の混合性をみる
ため、セメントなしの配合に湿状混和材を添加
して吹付け、PHテストを実施した。吹付け条
件、添加条件などはすべて上記の諸元と同じに
した。その結果を従来法と比較して示すと第2
表のとおりである。なお吹付け機ホツパーサン
プルはPH7であり、サンプル採取位置は第3図
に依つた。[Table] From Table 1, it can be seen that according to the present invention, much better strength was obtained using the same amount of admixture. () In order to examine the mixability of the wet admixture in the present invention, the wet admixture was added to a formulation without cement and sprayed, and a PH test was conducted. The spraying conditions, addition conditions, etc. were all the same as the specifications above. The results are shown in comparison with the conventional method.
As shown in the table. The spraying machine hopper sample had a pH of 7, and the sampling location was as shown in Figure 3.
【表】
この第2表から本発明は混和材が均一に分散
混合していることがわかる。
以上説明した本発明によれば、吹付け機から材
料を定量吐出して吹付けノズルに向かつて搬送ホ
ース中を気流搬送する一方、これと別の系におい
て予め液体又はこれに近い混和材を定量切り出し
しこれに圧縮エアを添加してミスト化と同時に高
速浮遊化させてホースにより搬送するため、細か
な混和材滴とすることができ、そして、それを吹
付けノズルではなく、それよりも上流の搬送ホー
スの添加部を浮遊搬送されつつある材料流に吸い
込ませるため、添加ゾーンでのエアカーテン形成
やこれによる脈動を回避して混和材を定量的かつ
スムーズに添加できると共に、搬送ホースとホー
スの両圧縮エアが搬送ホース内で乱流を起すた
め、これを動的エネルギとして材料粒とミスト状
混和材とを旺盛に撹拌混合させることができ、し
かもこの撹拌混合が吹付けノズルに到るまでの搬
送ホース中で幾度となく繰り返されるため、吹付
けノズルから定量の混和材が材料に均一にきめ細
かく分散された混合物として吹き付けることがで
きる。
したがつて、高価な混和材が未反応のまま吹き
付けられたり、コンクリートの強度にムラが生じ
たりすることなく、混和材添加のメリツトを生か
した均一かつ高強度のコンクリート類を作ること
ができというすぐれた効果が得られる。[Table] From Table 2, it can be seen that in the present invention, the admixture is uniformly dispersed and mixed. According to the present invention as described above, while the material is discharged in a fixed amount from the spraying machine and transported by airflow through the conveying hose toward the spray nozzle, a liquid or an admixture similar to this is preliminarily dispensed in a fixed amount in a separate system. The material is cut out, compressed air is added to it, it becomes a mist, it is suspended at high speed, and it is conveyed by a hose, so it can be made into fine droplets of admixture, and it can be sent not to the spray nozzle but to the upstream side. Since the addition section of the conveyor hose is sucked into the material stream being floated and conveyed, the admixture can be quantitatively and smoothly added by avoiding air curtain formation in the addition zone and the resulting pulsation, and the conveyor hose and Since both compressed air causes turbulence in the conveying hose, this can be used as dynamic energy to vigorously stir and mix the material particles and the mist-like admixture, and this stirring mixture reaches the spray nozzle. As the process is repeated many times in the conveying hose, a fixed amount of admixture can be sprayed from the spray nozzle into the material as a uniformly finely dispersed mixture. Therefore, it is possible to make uniform, high-strength concrete that takes advantage of the benefits of adding admixtures, without having to spray expensive admixtures unreacted or causing uneven concrete strength. Excellent results can be obtained.
第1図は本発明によるコンクリート等の吹付け
法の一実施例を示す断面図、第2図は本発明にお
ける混和材添加状態を示す断面図、第3図は本発
明の実施例におけるサンプル採取位置を示す説明
図である。
1……吹付け機、3……搬送ホース、4……吹
付けノズル、7,7′……エア吹込み部、11…
…混和材添加部、12……定量ポンプ、19……
ホース、A……材料、B……湿状混和剤。
Fig. 1 is a cross-sectional view showing an example of the spraying method for concrete, etc. according to the present invention, Fig. 2 is a cross-sectional view showing the state of admixture addition in the present invention, and Fig. 3 is a sample collection in an example of the present invention. It is an explanatory view showing a position. DESCRIPTION OF SYMBOLS 1... Spray machine, 3... Transfer hose, 4... Spray nozzle, 7, 7'... Air blowing part, 11...
...Admixture addition section, 12... Metering pump, 19...
Hose, A...Material, B...Wet admixture.
Claims (1)
し、吹付け機から材料を定量吐出して吹付けノズ
ルに向かつて搬送ホース中を気流搬送する一方、
これと別の系においてスラリー状若しくはこれよ
りも液に近い性状の混和材を定量切り出しこれに
圧縮エアを加えて分散させつつ前記材料搬送圧よ
りも若干低圧でホース中を定量気流搬送し、該分
散状の混和材を、吹付けノズルよりも20m以上上
流の搬送ホース中に設けた添加部において気流搬
送されつつある前記材料に合流させることで材料
と混和材を吹付けノズルに到る搬送ホース中で撹
拌混合し、吹付けノズルから吹き付けることを特
徴とするコンクリート等の吹付け法。1 When spraying concrete, etc. containing admixtures, the material is discharged in a fixed amount from the spraying machine and transported by airflow through the conveyance hose toward the spraying nozzle.
In a separate system, a fixed amount of slurry-like or more liquid-like admixture is cut out, compressed air is added to it to disperse it, and a fixed amount of airflow is transported through the hose at a pressure slightly lower than the material transport pressure. A conveyance hose that brings the material and the admixture to the spray nozzle by making the dispersed admixture join the material that is being conveyed by airflow at the addition section provided in the conveyance hose at least 20 m upstream of the spray nozzle. A method of spraying concrete, etc., which is characterized by stirring and mixing the mixture inside and spraying it from a spray nozzle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55183503A JPS57108365A (en) | 1980-12-24 | 1980-12-24 | Spraying of concrete or the like |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55183503A JPS57108365A (en) | 1980-12-24 | 1980-12-24 | Spraying of concrete or the like |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57108365A JPS57108365A (en) | 1982-07-06 |
| JPH0428872B2 true JPH0428872B2 (en) | 1992-05-15 |
Family
ID=16136960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55183503A Granted JPS57108365A (en) | 1980-12-24 | 1980-12-24 | Spraying of concrete or the like |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57108365A (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51148935A (en) * | 1975-06-04 | 1976-12-21 | Touwa Taika Kougiyou Kk | Method of and apparatus for dryyspraying cement mortar |
| JPS521923A (en) * | 1975-06-24 | 1977-01-08 | Mitsui Miike Machinery Co Ltd | Method of adding wettblown acceleration agent |
| DE2636799C3 (en) * | 1976-08-16 | 1979-01-25 | Hoechst Ag, 6000 Frankfurt | Plastic container and method for non-destructive testing of the tightness of the closed plastic container |
-
1980
- 1980-12-24 JP JP55183503A patent/JPS57108365A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57108365A (en) | 1982-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4440499A (en) | Method and apparatus of blowing mortar or the like | |
| US5427448A (en) | Method for mixing concrete using a cementitious material/liquid premixer | |
| US4117547A (en) | Apparatus for the preparation of mortar or the like | |
| US3967815A (en) | Dustless mixing apparatus and method for combining materials | |
| EP0307066B1 (en) | Method of shotcreting | |
| JPS5811267A (en) | Apparatus for mixing and injecting wet concrete | |
| US5433519A (en) | Method and apparatus for the application of mortar or concrete by spraying | |
| US2880976A (en) | Mobile mixers of the type carrying spray of other delivery means for concrete or thelike | |
| US3026094A (en) | Method of mixing and delivering aggregate mixtures | |
| US4190373A (en) | Method and apparatus for mixing pulverulent drying substances and/or fluent media with one or more liquids | |
| US3779519A (en) | Concrete placement | |
| CN207554072U (en) | Coal mine air cement slurries spraying equipment | |
| JPH0428872B2 (en) | ||
| JP3193697B2 (en) | Short fibrous material pumping device and method for constructing slopes using short fibrous material pumping device | |
| US3758034A (en) | Method for pneumatically placing semi-fluid materials | |
| US3754683A (en) | Apparatus for pneumatically placing semi-fluid materials | |
| US1500385A (en) | Method of and apparatus for mixing materials | |
| USRE20440E (en) | Concrete conveying and mixing machine | |
| JPH078636Y2 (en) | Powder quick-setting agent supply device | |
| JPH0126752B2 (en) | ||
| US5118224A (en) | Mortar transport apparatus | |
| JPS5955370A (en) | Spraying method of wet material such as concrete | |
| JPS6147960B2 (en) | ||
| JPS6315493Y2 (en) | ||
| JPH0269343A (en) | Dust binder |