JPH0617633B2 - Wet spraying method - Google Patents
Wet spraying methodInfo
- Publication number
- JPH0617633B2 JPH0617633B2 JP60136848A JP13684885A JPH0617633B2 JP H0617633 B2 JPH0617633 B2 JP H0617633B2 JP 60136848 A JP60136848 A JP 60136848A JP 13684885 A JP13684885 A JP 13684885A JP H0617633 B2 JPH0617633 B2 JP H0617633B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- cement
- thickener
- water
- spraying method
- 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
Links
- 238000005507 spraying Methods 0.000 title claims description 18
- 239000002562 thickening agent Substances 0.000 claims description 20
- 239000004567 concrete Substances 0.000 claims description 19
- 239000004568 cement Substances 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 238000004898 kneading Methods 0.000 claims description 10
- 239000012615 aggregate Substances 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 6
- 239000000843 powder Substances 0.000 claims description 6
- 239000000428 dust Substances 0.000 description 13
- 238000000034 method Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 4
- 239000002518 antifoaming agent Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 230000006866 deterioration Effects 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 239000011378 shotcrete Substances 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】 ≪産業上の利用分野≫ この発明はコンクリートの吹付工法に関し、特に予めコ
ンクリートを混練して吹付ける湿式吹付工法に関する。TECHNICAL FIELD The present invention relates to a concrete spraying method, and more particularly to a wet spraying method in which concrete is kneaded and sprayed in advance.
≪発明の背景≫ 周知のように近時のトンネル掘削では、ロックボルト,
吹付コンクリートを支保工としたいわゆるNATM工法
が主流になりつつある。<< Background of the Invention >> As is well known, in recent tunnel excavation, rock bolts,
The so-called NATM method, which uses shotcrete as a support, is becoming mainstream.
この種の工法では、掘削地山を緩めないために早期にコ
ンクリートの吹付が行なわれるが、その際に問題となる
のは粉塵による作業環境の悪化、および吹付時のはね返
り量の増加である。In this type of construction method, concrete is sprayed at an early stage in order not to loosen the excavated ground, but the problems at that time are the deterioration of the working environment due to dust and the increase in the amount of rebound during spraying.
一般にコンクリートの吹付工法は、コンクリートの構成
材料を個別に空気などで移送し、噴出ノズルにこれらと
水とを同時供給して行なう乾式工法と、予めコンクリー
トの構成材料を水と混練しておき、これを噴出ノズルで
吐出させる湿式工法とがある。Generally, the concrete spraying method is a dry method in which the constituent materials of concrete are individually transferred by air or the like, and these and water are simultaneously supplied to the jet nozzle, and the constituent material of concrete is previously kneaded with water, There is a wet method in which this is discharged by a jet nozzle.
乾式工法は施工が簡単であるという有利性はあるが、湿
式工法に比べて粉塵の発生およびはね返りが大きく、N
ATM工法にはあまり有利な工法とはいえないため、順
次湿式工法の施工例が多くなっている。The dry method has the advantage that it is easy to install, but it produces more dust and rebounds than the wet method, and
Since it cannot be said that the ATM construction method is very advantageous, the number of construction examples of the wet construction method is increasing.
しかしながら、湿式工法においても乾式工法に比べて粉
塵量およびはね返り量が少いというだけであって、粉塵
の発生による作業環境の悪化およびはね返り量の増加は
依然として解決されていなかった。However, even in the wet method, the amount of dust and the amount of rebound are smaller than those in the dry method, and the deterioration of the work environment and the increase in the amount of rebound due to the generation of dust have not yet been solved.
この発明は上述した背景に鑑みてなされたものであっ
て、その目的とするところは、粉塵およびはね返り量を
大幅に低減できる湿式吹付工法を提供することにある。The present invention has been made in view of the background described above, and an object of the present invention is to provide a wet spraying method capable of significantly reducing the amount of dust and rebound.
≪問題点を解決するための手段≫ 上記目的を達成するために、この発明は、骨材、セメン
トおよび水を混練してなるコンクリートをトンネルなど
の坑道壁面に吹付ける湿式吹付工法において、セルロー
ス系の増粘剤を粉体もしくは液体の状態で予め前記セメ
ントまたは前記水に混入した後に混練吹付けすることを
特徴とする。<< Means for Solving the Problems >> In order to achieve the above object, the present invention relates to a wet spraying method of spraying concrete obtained by kneading aggregate, cement and water onto a wall surface of a tunnel or the like, in a cellulosic system. The thickening agent is mixed in the powder or liquid in the cement or the water in advance, and then the mixture is sprayed.
≪作 用≫ 混練の前に添加された増粘剤によって、吹付コンクリー
トの粘度が大きくなり、ノズルから噴射する際の拡散が
防止され、粉塵の発生が低減するとともに、掘削壁面に
付着する際にも、増粘によって付着力が増すため、はね
返り量も少くなる。<< Working >> The thickener added before kneading increases the viscosity of the shotcrete, prevents diffusion when sprayed from the nozzle, reduces dust generation, and reduces the amount of dust when adhering to the excavated wall surface. However, since the adhesiveness increases due to thickening, the amount of rebound also decreases.
また、セルロース系の増粘剤は、骨材、セメント、水等
と同時に混練されるものではなく、コンクリート全体量
に対して体積が大幅に小さいセメントまたは水に予め混
入されるため、混練時間を長くすることなく増粘剤の均
質性が確保される。増粘剤を骨剤、セメント、水等と同
時に混練すると、混練中にコンクリートの粘度が徐々に
増加するため、粘度が高いコンクリート中における増粘
剤の均質混合性を確保するためには混練時間を長くする
必要がある。なお、粉体の増粘剤を水に混入した場合で
あっても、セルロース系の増粘剤は水溶性であって短時
間で容易に溶ける。Further, the cellulosic thickener is not kneaded at the same time with the aggregate, cement, water, etc., but is mixed in advance with cement or water having a volume significantly smaller than the total amount of concrete, so the kneading time The homogeneity of the thickener is ensured without lengthening. When the thickener is mixed with the bone agent, cement, water, etc. at the same time, the viscosity of the concrete gradually increases during the kneading.Therefore, in order to ensure homogenous mixing of the thickener in high-viscosity concrete, the mixing time Need to be long. Even when a powdery thickener is mixed in water, the cellulosic thickener is water-soluble and easily dissolves in a short time.
≪実施例≫ 以下、この発明の好適な実施例について添付図面を参照
にして詳細に説明する。<< Examples >> Hereinafter, preferred examples of the present invention will be described in detail with reference to the accompanying drawings.
第1図はこの発明に係る湿式吹付工法の第1実施例を示
す説明図である。FIG. 1 is an explanatory view showing a first embodiment of a wet spraying method according to the present invention.
同図に示す吹付工法では、セメント1と骨材2と水3と
を加えて混練する前に、予めセメント1に所定量のセル
ロース系の増粘剤4が粉末の状態で添加されている。In the spraying method shown in the figure, a predetermined amount of a cellulosic thickener 4 is added to the cement 1 in a powder state before the cement 1, the aggregate 2 and the water 3 are added and kneaded.
そして、コンクリートミキサーなどで混練されたコンク
リートは、液体もしくは粉体の急結剤とともに吹付ノズ
ルにポンプや圧縮空気などで圧送され、ノズルから掘削
壁面に向けて噴射される。Then, the concrete mixed by a concrete mixer or the like is pumped to a spray nozzle together with a liquid or powder quick-setting agent by a pump, compressed air, or the like, and jetted from the nozzle toward the excavated wall surface.
ここで、増粘剤4を混入する場合、空気量が増加し、ポ
ンプ圧送性などに支障を来たす場合には、予め一定量の
消泡剤5を増粘剤4中に添加しておけばよい。Here, when the thickener 4 is mixed, the amount of air increases, and when pumpability is impaired, a predetermined amount of the defoaming agent 5 should be added to the thickener 4 in advance. Good.
第2図はこの発明の第2実施例の説明図であり、この実
施例では、セメント1,骨材2と混練される水3に予め
増粘剤4と、場合によってはこれに消泡剤5を添加し、
溶解液6とした後に、ミキサーにセメント1,骨材2,
溶解液6を投入して、混練コンクリートとして急結剤と
ともに吹付工事に用いる。FIG. 2 is an explanatory view of the second embodiment of the present invention. In this embodiment, the cement 1, the aggregate 2 and the water 3 to be kneaded are mixed with the thickener 4 in advance and, in some cases, the defoaming agent. Add 5,
After making the solution 6, cement 1, aggregate 2,
Dissolve liquid 6 is poured and used as a kneading concrete for the spraying work together with a quick-setting agent.
第3図は本発明の上述した実施例のうちの第1例と、比
較のために従来から行なわれていた増粘剤4を添加しな
い湿式工法の、それぞれを同一条件で施工した際の粉塵
濃度とはね返り率とを実測した結果をグラフ表示したも
のである。FIG. 3 shows the dust of the first example of the above-described examples of the present invention and the wet method which is conventionally performed for comparison without the addition of the thickener 4, when the same is applied under the same conditions. The results of actual measurement of the concentration and the rebound rate are displayed in a graph.
この測定では、急結剤はそれぞれ液体と粉体とを使用し
た場合について行ない、以下に示す配合のコンクリート
を用いて行なった。In this measurement, a liquid and a powder were used as the quick-setting admixture, respectively, and concrete having the following composition was used.
なお、急結剤の添加量は、液体の場合はセメント量の6
%、粉体の場合には同4%を加えた。The amount of the quick-setting admixture is 6 for the liquid when the amount of cement is
%, And 4% in the case of powder.
測定結果からも明らかなように、従来の湿式工法では、
粉塵濃度およびはね返り率とも大きな値を示し、しかも
これらの値に大きなバラツキがあるのに対し、本発明の
工法では粉塵濃度とはね返り率とが大幅に低減し、バラ
ツキも少くなっている。 As is clear from the measurement results, in the conventional wet method,
Both the dust concentration and the bounce rate show large values, and there are large variations in these values, whereas the method of the present invention greatly reduces the dust concentration and the bounce rate, and the variations are small.
これは、混練前添加された増粘剤4によって吹付コンク
リートの粘度が高められ、その結果吹付ノズルから噴射
する際に広範囲の拡散が防止されて粉塵となることが制
限されるとともに、掘削壁面への付着力も併せて増加す
るため、はね返り率も低減する。This is because the viscosity of the sprayed concrete is increased by the thickener 4 added before the kneading, and as a result, when sprayed from the spraying nozzle, diffusion in a wide range is prevented and dust is restricted, and it also reaches the excavated wall surface. Since the adhesive force of is also increased, the rebound rate is also reduced.
また、増粘剤は、セメント、骨材、水等と同時に混練さ
れるものではなく、コンクリート全体量に対して体積が
大幅に小さいセメントまたは水に予め混入されるため増
粘剤の均質性が確保されることに加え、セルロース系の
増粘剤は水溶性であって混練時に他のコンクリート構成
材とよく混ざり合う結果、均質な増粘コンクリートを得
ることができ、ばら付きの少ない安定した吹付を行うこ
とができる。Further, the thickener is not kneaded at the same time with cement, aggregate, water, etc., but is premixed in cement or water whose volume is significantly smaller than the total amount of concrete, so the homogeneity of the thickener is In addition to being assured, the cellulosic thickener is water-soluble and mixes well with other concrete components during kneading, resulting in a homogeneous thickened concrete and stable spraying with little dispersion. It can be performed.
≪発明の効果≫ 以上、実施例で詳細に説明したように、本発明に係る湿
式吹付工法によれば、増粘剤を混練前のセメントあるい
は水に予め混入するという比較的簡単な構成の追加によ
って、混練時間を長くすることなく、コンクリートの粘
性が均質に増加され、安定した状態で、粉塵発生量とは
ね返り量とを大幅に低減して作業環境の悪化を防げると
いう優れた効果が得られる。<< Effects of the Invention >> As described in detail in the above, according to the wet spraying method according to the present invention, a relatively simple configuration in which a thickener is premixed with cement or water before kneading is added. By virtue of this, without increasing the kneading time, the viscosity of concrete is increased uniformly, and in a stable state, it is possible to obtain the excellent effect of significantly reducing the amount of dust generation and the amount of rebound and preventing the deterioration of the work environment. .
第1図は本発明工法の第1実施例のブロック図、第2図
は同第2実施例のブロック図、第3図は粉塵濃度とはね
返り率との実測結果のグラフである。 1……セメント、2……骨材 3……水、4……増粘剤 5……消泡剤FIG. 1 is a block diagram of the first embodiment of the method of the present invention, FIG. 2 is a block diagram of the same second embodiment, and FIG. 3 is a graph of measured results of dust concentration and rebound rate. 1 ... Cement, 2 ... Aggregate, 3 ... Water, 4 ... Thickener, 5 ... Defoaming agent
Claims (1)
ンクリートをトンネルなどの坑道壁面に吹付ける湿式吹
付工法において、セルロース系の増粘剤を粉体もしくは
液体の状態で予め前記セメントまたは前記水に混入した
後に混練吹付けすることを特徴とする湿式吹付工法。1. In a wet spraying method of spraying concrete obtained by kneading aggregate, cement and water onto a wall surface of a tunnel or the like, the cellulosic thickening agent is in the form of powder or liquid in advance as the cement or the above. A wet spraying method characterized by mixing and spraying after mixing in water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60136848A JPH0617633B2 (en) | 1985-06-25 | 1985-06-25 | Wet spraying method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60136848A JPH0617633B2 (en) | 1985-06-25 | 1985-06-25 | Wet spraying method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS621973A JPS621973A (en) | 1987-01-07 |
JPH0617633B2 true JPH0617633B2 (en) | 1994-03-09 |
Family
ID=15184913
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60136848A Expired - Fee Related JPH0617633B2 (en) | 1985-06-25 | 1985-06-25 | Wet spraying method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0617633B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0570421U (en) * | 1992-02-29 | 1993-09-24 | 岩井機械工業株式会社 | Extraction tank device in the extractor |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04164850A (en) * | 1990-08-03 | 1992-06-10 | Fuji Bussan Kk | Spraying of concrete and production of concrete for spraying |
JP3019181B2 (en) * | 1993-12-27 | 2000-03-13 | 日本電気株式会社 | Optical head servo signal detection device |
JP7143654B2 (en) | 2017-07-07 | 2022-09-29 | 東ソー株式会社 | Halogen-containing polymer and method for producing same |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60108355A (en) * | 1983-04-28 | 1985-06-13 | 株式会社間組 | Concrete wet spray method |
-
1985
- 1985-06-25 JP JP60136848A patent/JPH0617633B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0570421U (en) * | 1992-02-29 | 1993-09-24 | 岩井機械工業株式会社 | Extraction tank device in the extractor |
Also Published As
Publication number | Publication date |
---|---|
JPS621973A (en) | 1987-01-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0617633B2 (en) | Wet spraying method | |
EP0402319B1 (en) | Admixture for concrete mixes | |
JP2000233954A (en) | Spraying material and spraying method using it | |
JPS6328867B2 (en) | ||
JP4044887B2 (en) | Bolt fixing method | |
JPH07172898A (en) | Ready-mixed cement composition for preventing fall of rock and application method for preventing fall of rock | |
JP3929172B2 (en) | Spraying method | |
JPH0573708B2 (en) | ||
JPH021105B2 (en) | ||
JP2001198915A (en) | Method for manufacturing sprayed concrete | |
JPH0352419B2 (en) | ||
CN110526652A (en) | A kind of premixing wet shot reinforces gunite concrete and its construction method | |
JPH03290564A (en) | Grout injection method for PC | |
JP2832689B2 (en) | Ground improvement method | |
JPH03285858A (en) | Cement composition for spraying application | |
JPH04164850A (en) | Spraying of concrete and production of concrete for spraying | |
JPH032459A (en) | Joint member of tile | |
JPH01100046A (en) | Fixing material for lock bolt or the like | |
JP2004189529A (en) | Dust reduction agent for wet spray concrete, and wet spray concrete | |
JPH0514068B2 (en) | ||
CN106121239A (en) | A kind of omnidistance Wet-type concrete injection CG&MA system and method | |
JPH09110503A (en) | Cement grout material manufacturing method | |
JPH025704B2 (en) | ||
JP2649652B2 (en) | Manufacturing method of special underwater concrete | |
JP4536903B2 (en) | Quick setting cement concrete and spraying method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |