JPS5827992B2 - Mortar and concrete spraying method - Google Patents

Mortar and concrete spraying method

Info

Publication number
JPS5827992B2
JPS5827992B2 JP10665780A JP10665780A JPS5827992B2 JP S5827992 B2 JPS5827992 B2 JP S5827992B2 JP 10665780 A JP10665780 A JP 10665780A JP 10665780 A JP10665780 A JP 10665780A JP S5827992 B2 JPS5827992 B2 JP S5827992B2
Authority
JP
Japan
Prior art keywords
mortar
cement
water
sand
mixed
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
Application number
JP10665780A
Other languages
Japanese (ja)
Other versions
JPS5732764A (en
Inventor
健次 川崎
洋士雄 南川
正史 川上
康治 大北
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.)
Konoike Construction Co Ltd
Original Assignee
Konoike 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 Konoike Construction Co Ltd filed Critical Konoike Construction Co Ltd
Priority to JP10665780A priority Critical patent/JPS5827992B2/en
Publication of JPS5732764A publication Critical patent/JPS5732764A/en
Publication of JPS5827992B2 publication Critical patent/JPS5827992B2/en
Expired legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Description

【発明の詳細な説明】 本発明はモルタル及びコンクリートの吹付方法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for spraying mortar and concrete.

トンネル施工法の改良やアンカーポルI・による地山支
保の技術が発達するに伴って、近年モルタルやコンクリ
ートを堀削地山面に吹付げする工法がよく用いられるよ
うになった。
With the improvement of tunnel construction methods and the development of ground support technology using Anchor Pol I, a method of spraying mortar or concrete onto the surface of excavated ground has come to be frequently used in recent years.

従来から用いられている吹付方法は大別して乾式吹付方
法と湿式吹付方式に大別され、それぞれ長所と短所を有
している。
Spraying methods conventionally used are broadly divided into dry spraying methods and wet spraying methods, each of which has advantages and disadvantages.

乾式吹付方式はドライミックスしたセメントと砂、ある
いはセメント、砂と粗骨材を圧縮空気で輸送し、吐出ノ
ズル附近で圧力水を添加して吹付けする方法であり、湿
式吹付方式は混練り時に水を加え、ウエッ+−ミックス
したセメントと砂、あるいはセメント、砂、粗骨材をス
クイーズポンゾ等で輸送し、吐出「J附近で圧縮空気等
で吹付ける方法である。
The dry spraying method transports dry mixed cement and sand or cement, sand and coarse aggregate using compressed air, and sprays the mixture with pressurized water near the discharge nozzle. This method involves adding water and wet-mixing cement and sand, or cement, sand, and coarse aggregate, and transporting them using a squeeze ponzo, etc., and blowing them with compressed air, etc. near the discharge point 'J'.

湿式吹付方式は吹付方法としては乾式より優っているが
、湿式は乾式に比べて輸送距離が短い、大きな機械を必
要とする、施工コストの而で高価となる等の浬山で現在
トンネル工事で用いられているのは乾式吹伺機が殆どで
ある。
Wet spraying is superior to dry spraying, but compared to dry spraying, wet spraying requires shorter transportation distances, requires larger machinery, and is more expensive due to construction costs. In most cases, dry blowing machines are used.

しかし、乾式吹付方法では粉塵が多く、袖つはね返り竜
が多いと云う大きな欠陥があり、このたメ近年はS、E
、C,コンクリート5によるセミ湿式吹付方式が利用さ
れ始めている。
However, the dry spraying method has major drawbacks, such as a lot of dust and a lot of sleeve-splashing.
, C. A semi-wet spraying method using concrete 5 is beginning to be used.

第1図はS、E、C吹イ」コンクリ−1・工法を示すフ
ロー図の一例である。
Figure 1 is an example of a flow diagram showing the S, E, C blowing concrete method.

この方法ではサンドコントローラ i(よって含水状態
を調整した砂Sの一部に水W1とセメントCを加えてミ
キサーで混練りしたのち、これにさらに水W2と混和材
料Adを添加してS、E、Cモルタルを造り、これをポ
ンプで吐出口近くの混合装置まで輸送する一方、残りの
砂を砂利Gと混練りし、さらにこれに混和材料Adを加
えて乾式混合骨材を作り、この骨材を乾式吹付機によっ
て混合装置まで送ってS、E、Cモルタルと混合して吹
付けを行う方法である。
In this method, water W1 and cement C are added to a part of sand S whose water content has been adjusted using a sand controller i (thus, water W1 and cement C are mixed in a mixer, water W2 and admixture material Ad are further added to this, S, E , C mortar is made and transported by a pump to a mixing device near the discharge port, while the remaining sand is kneaded with gravel G, and the admixture Ad is added to this to make dry mixed aggregate. In this method, the material is sent to a mixing device using a dry sprayer, mixed with S, E, and C mortars, and then sprayed.

この方法による時は粉塵はなくなり、はね返りも少くな
るが、砂の含水調節のためにサンドコントローラーを必
要とし、またS、E、Cモルタルをポンプによって吐出
口の近くの混合装置まで送る一方、ドライミックスした
骨材を乾式吹付装置によって混合装置まで送らねばなら
ぬ等、装置が非常に煩雑になり、乾式吹付方式の最大の
特長である装置がコンパクトで簡単であると云う特質は
失われ、むしろ湿式吹付方法の方が効率的にも経済的に
も優位に立ってくる。
This method eliminates dust and reduces splashing, but it requires a sand controller to adjust the moisture content of the sand, and while the S, E, and C mortars are pumped to the mixing device near the discharge port, the dry The equipment became very complicated, as the mixed aggregate had to be sent to the mixing device using a dry spraying device, and the most important feature of the dry spraying method, which was that the equipment was compact and simple, was lost. The wet spraying method is more efficient and economical.

本発明は上記のような問題点を解決するためになされた
ものであり、乾式吹付装置を用いて粉塵のない、はね返
りの少い、すなわち従来の乾式吹付工法の欠点をカバー
した効率的な吹付工法を提供するものである。
The present invention has been made to solve the above problems, and uses a dry spraying device to achieve efficient spraying without dust and with little splashing, which covers the shortcomings of the conventional dry spraying method. It provides a construction method.

以下本発明を第2図に示す実施例に基づいて説明する。The present invention will be explained below based on the embodiment shown in FIG.

第2図は本発明による吹付方法のフローを示したもので
ある。
FIG. 2 shows the flow of the spraying method according to the present invention.

まず気乾状態の砂SDに砂重量の5〜15%に相当する
水W1を加え、コンクリート吹付方法で混練りしたのち
、これに設計配合量の50%前後のセメントc1を添加
して更に混練りする。
First, water W1 equivalent to 5 to 15% of the sand weight is added to the air-dried sand SD, and the mixture is mixed using a concrete spraying method, and then cement c1, which is approximately 50% of the designed amount, is added and further mixed. Knead.

次にこの貧配合モルタルを回転皿あるいは揺動式の造粒
装置に移して造粒しながら上部から残り半分のセメント
c2をふりがけることによって強固で均等なペレット状
モルタルを製造する。
Next, this poorly blended mortar is transferred to a rotating plate or a swinging type granulator, and while granulating, the remaining half of the cement C2 is sprinkled from the top to produce a strong and uniform pellet-like mortar.

このペレット状モルタルを乾式吹付機によって移送し、
井出日付近で急結剤Acを溶がした設計配合残量の水W
2を加えながら噴射吹付けする。
This pelleted mortar is transferred by a dry spraying machine,
The design mix remaining amount of water W after dissolving the quick setting agent Ac near Idehi
Spray while adding 2.

これは本発明によるモルタル吹付方法である。This is the mortar spraying method according to the invention.

またこのペレット状モルタルコンクリートミキサーで粗
骨材と混練りしたのち、乾式吹付装置によって移送し、
吐出口側近で急結材Acを溶解した設計配合残量の水W
2を加えながら吹付けすればコンクリート吹付方法とな
る。
In addition, after mixing this pelleted mortar with coarse aggregate in a concrete mixer, it is transferred to a dry spraying device.
Design mixture remaining amount of water W after dissolving the quick-setting material Ac near the discharge port
If you spray while adding 2, it becomes a concrete spraying method.

而して本発明による時はコ告粒機によって含水量の非常
に少いモルタルが、均等で堅固なペレットとじて造粒さ
れる為、ペレットモルタル弔独でも、あるいは粗骨材と
の混合物としても、乾式吹付機によって容易に遠距離移
送することが可能であり、また従来の乾式方法のように
乾式吹付機付近における粉塵が\fち込めることは全く
ない。
According to the present invention, mortar with a very low water content is granulated into uniform and solid pellets by the pelletizing machine, so it can be used as pellet mortar alone or as a mixture with coarse aggregate. Also, it can be easily transported over long distances using a dry spraying machine, and there is no possibility of dust being trapped near the dry spraying machine as in the conventional dry method.

またペレット状に造粒されたモルタルは吐出部において
添加された設計配合残量の水と容易に混合されるので混
合機の必要もなく吹付けされた材料の分離も起らないの
ではね返り量は非常に少くなる利点がある。
In addition, the mortar granulated into pellets is easily mixed with the remaining amount of water in the design mix added at the discharge section, so there is no need for a mixer and no separation of the sprayed material occurs, so the amount of rebound is small. It has the advantage of being very small.

即ち本発明は乾式吹付方法の欠点をなくし、長所をその
ま〜活がした効率的なコンクリートあるいはモルタルの
吹付方法であり、従来がら行われている乾式や湿式吹付
方法、あるいはS、E、C等によるセミ湿式吹付方法に
比べると、遥かに経済的で作業性の良い吹付方法である
In other words, the present invention is an efficient concrete or mortar spraying method that eliminates the drawbacks of dry spraying methods and takes advantage of their advantages, and is a method that eliminates the drawbacks of dry spraying methods and makes the most of their advantages. This spraying method is much more economical and has good workability compared to the semi-wet spraying method of et al.

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

第1図はS、E、Cモルタルの吹付方法を示すフロー図
、第2図は本本明にょる吹付方法のフロー図である。 S 、SD・・°・・°砂、Wl、W2・・・・・°水
、C,CI。 C2・・・・・・セメント、G・・・・・・砂利、Ad
・・・・・・混和材料、AC・・・・・・急結材。
FIG. 1 is a flowchart showing a method for spraying S, E, and C mortars, and FIG. 2 is a flowchart showing a method for spraying according to the present invention. S, SD...°...°Sand, Wl, W2...°Water, C, CI. C2... Cement, G... Gravel, Ad
...Admixture material, AC...Quick setting material.

Claims (1)

【特許請求の範囲】 1 気乾状態のコンクリート用洗砂に砂重量の5〜15
%に相当する水を加えて混練りしたのち、これに設計配
合量の約1./2のセメントを添加して更に混練りし、
このモルタルを同転浦あるいは揺動式の造粒装置に移し
て、回転あるいは揺動運動を与えながら、更に設3V配
合量の残り1/2のセメントをふりかげることによって
ベレット状にモルタルを持粒し、次にこのペレット状モ
ルタルを乾式吹付装置によって、管内を移送し、吐出口
付近で急結剤を溶解した設計配合残量の水と混合した上
で対象物に吹付を行うようになしたることを特徴とする
モルタル及びコンク!J −1−の吹付方法。 2 気乾状態のコンクリート用洗砂に秒車:■:の5〜
15%に相当する水を加えて混練りしたのち、これに設
計配合量の約1/2のセメントを添加して更に混練りし
、このモルタルを回転冊あるいは揺動式の造粒装置に移
して、回転あるいは揺動運動をLj、えながら、さらに
設計配合量の残り1/2のセメントをふりかげることに
よってベレツI、状にモルタルを造粒し、次にこのペレ
ット状モルタルに設計量の粗骨材を混合し、乾式吹付装
置によって管内移送ののち、叶出口付近で急結剤を溶解
した設計配合残量の水と混合した一Lで対象物に吹付を
行うようになしたることを特徴とするモルタル及びコン
クリートの吹付方法。
[Claims] 1. 5 to 15% of the sand weight in air-dried washed concrete sand.
After adding and kneading water equivalent to 1.0% of the designed amount, approximately 1. /2 cement was added and further kneaded,
Transfer this mortar to a dotenura or rocking type granulator, and while giving it rotation or rocking motion, sprinkle the remaining 1/2 of the cement of the 3V mixture to hold the mortar in a pellet shape. This pellet-shaped mortar is then transported through the pipe using a dry spraying device, mixed with the remaining amount of water in the design mix in which the quick-setting agent has been dissolved near the discharge port, and then sprayed onto the target object. Mortar and conch featuring the following! Spraying method of J-1-. 2 Second wheel on air-dried concrete washing sand: ■: 5~
After adding water equivalent to 15% and kneading, approximately 1/2 of the designed amount of cement is added and further kneaded, and this mortar is transferred to a rotary or rocking granulator. Then, while rotating or rocking motion Lj, sprinkle the remaining 1/2 of the designed amount of cement to granulate the mortar into a beretsu I shape, and then add the designed amount of cement to this pelleted mortar. Coarse aggregate is mixed, transferred into the pipe by a dry spraying device, and then sprayed onto the object near the leaf outlet with 1 liter of water mixed with the designed mix remaining amount of water in which the quick-setting agent has been dissolved. A mortar and concrete spraying method characterized by:
JP10665780A 1980-08-01 1980-08-01 Mortar and concrete spraying method Expired JPS5827992B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10665780A JPS5827992B2 (en) 1980-08-01 1980-08-01 Mortar and concrete spraying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10665780A JPS5827992B2 (en) 1980-08-01 1980-08-01 Mortar and concrete spraying method

Publications (2)

Publication Number Publication Date
JPS5732764A JPS5732764A (en) 1982-02-22
JPS5827992B2 true JPS5827992B2 (en) 1983-06-13

Family

ID=14439163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10665780A Expired JPS5827992B2 (en) 1980-08-01 1980-08-01 Mortar and concrete spraying method

Country Status (1)

Country Link
JP (1) JPS5827992B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60174292U (en) * 1984-04-27 1985-11-19 新電元工業株式会社 electronic circuit equipment
JPS62170689U (en) * 1986-04-18 1987-10-29
JPH0334948Y2 (en) * 1983-11-28 1991-07-24
JPH0356075Y2 (en) * 1986-05-30 1991-12-16

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0334948Y2 (en) * 1983-11-28 1991-07-24
JPS60174292U (en) * 1984-04-27 1985-11-19 新電元工業株式会社 electronic circuit equipment
JPS62170689U (en) * 1986-04-18 1987-10-29
JPH0356075Y2 (en) * 1986-05-30 1991-12-16

Also Published As

Publication number Publication date
JPS5732764A (en) 1982-02-22

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