JP2001198915A - Method for manufacturing sprayed concrete - Google Patents

Method for manufacturing sprayed concrete

Info

Publication number
JP2001198915A
JP2001198915A JP2000012075A JP2000012075A JP2001198915A JP 2001198915 A JP2001198915 A JP 2001198915A JP 2000012075 A JP2000012075 A JP 2000012075A JP 2000012075 A JP2000012075 A JP 2000012075A JP 2001198915 A JP2001198915 A JP 2001198915A
Authority
JP
Japan
Prior art keywords
kneading
mixing water
primary
concrete
shotcrete
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.)
Pending
Application number
JP2000012075A
Other languages
Japanese (ja)
Inventor
Michio Nakatani
通夫 中谷
Junichi Nagasato
純一 永里
Masatomo Nakajima
雅友 中島
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP2000012075A priority Critical patent/JP2001198915A/en
Publication of JP2001198915A publication Critical patent/JP2001198915A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/44Thickening, gelling or viscosity increasing agents
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034Physico-chemical characteristics of the mixtures
    • C04B2111/00146Sprayable or pumpable mixtures
    • C04B2111/00155Sprayable, i.e. concrete-like, materials able to be shaped by spraying instead of by casting, e.g. gunite

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To largely decrease an amount of splashes. SOLUTION: In a manufacturing method, cemente c, fine aggregate s, coarse aggregate S and mixing water W which are components of concrete are prepared according to the proportional ratio, the mixing water W is divided into two parts of primary mixing water W1 and secondary mixing water W2, and they are primarily kneaded. The primary kneading is carried out by adding the mixing water W1 to the cement c and the fine aggregate s. When the primary kneading is ended, then secondary kneading is carried out. In the secondary kneading, the coarse aggregate S, the secondary mixing water W2 and starch based thickener X are additively casted into a mixture containing the cement c and the fine aggregate s which are kneaded in the primary kneading, and the secondary kneading is carried out.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、トンネル掘削面
に吹付けられる吹付けコンクリートの製造方法に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing shotcrete to be sprayed on a tunnel excavation surface.

【0002】[0002]

【従来の技術】近時のトンネル構築には、ロックボル
ト,吹付けコンクリートを支保工としたNATM工法が
主流になっている。この種の工法では、掘削地山の緩み
を拘束するため、早期に掘削壁面にコンクリートの吹付
けが施工される。
2. Description of the Related Art In recent years, the NATM method using rock bolts and shotcrete as a support has become the mainstream for tunnel construction. In this type of construction method, concrete is sprayed on the excavated wall at an early stage in order to restrain the excavated ground from loosening.

【0003】ところが、このコンクリートの吹付けにお
いては、吹付け時の跳ね返り量の増加低減と、吹付けに
伴なう粉塵の発生による作業環境の悪化低減とが大きな
技術的な課題であるが、従来の吹付けコンクリートに
は、以下の問題があった。
[0003] However, in the spraying of concrete, it is a great technical problem to reduce the increase in the amount of rebound during spraying and to reduce the deterioration of the working environment due to the generation of dust accompanying the spraying. Conventional shotcrete has the following problems.

【0004】[0004]

【発明が解決しようとする課題】すなわち、従来の吹付
けコンクリートは、吹付け時の跳ね返りを低減させるた
めに、コンクリートを製造する際に、セルロース系やア
クリル系の増粘剤を添加し、吹付けコンクリートの粘性
を上げることで、跳ね返りを低減させていた。
That is, the conventional shotcrete is prepared by adding a cellulosic or acrylic thickener during the production of concrete in order to reduce the rebound during spraying. By increasing the viscosity of the concrete, the rebound was reduced.

【0005】しかしながら、このような増粘剤を添加し
ても、跳ね返り量を十分に低減させることが難しく、作
業環境の改善効果も不十分であった。
However, even if such a thickener is added, it is difficult to sufficiently reduce the amount of rebound, and the effect of improving the working environment is insufficient.

【0006】本発明は、このような従来の問題点に鑑み
てなされたものであって、跳ね返り量を十分に低減し、
顕著な作業環境改善効果が得られる吹き付けコンクリー
トの製造方法を提供することにある。
[0006] The present invention has been made in view of such a conventional problem, and has been made to sufficiently reduce the amount of rebound,
It is an object of the present invention to provide a method for producing sprayed concrete capable of obtaining a remarkable working environment improvement effect.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、トンネル掘削壁面に吹付けるコンクリー
トの製造方法において、前記コンクリートの練り混ぜ水
を一次および二次練り混ぜ水の2回に分割して混練する
とともに、前記二次練り混ぜ水により混練する際に、デ
ンプン系の増粘剤を添加するようにした。このように構
成した吹き付けコンクリート製造方法によれば、まず、
コンクリートの練り混ぜ水を一次および二次練り混ぜ水
にの2回に分割して混練するので、一次混練の際に、細
骨材の表面にセメント皮膜を形成させて、骨材の分離を
低減させるので、コンクリートのワーカビリティーが向
上する。また、二次練り混ぜ水により混練する際に、デ
ンプン系の増粘剤を添加するので、吹付けコンクリート
の粘性が高くなって、吹き付けた際の跳ね返り量が低減
し、施工時間も短縮できるとともに、作業環境も著しく
改善することができる。前記デンプン系の増粘剤は、前
記一次および二次練り混ぜ水の総重量に対して、重量比
で2%程度添加することができる。この程度の量のデン
プン系増粘剤の添加によれば、経済性を損なうことなく
上述した作用効果を発揮させることができる。
In order to achieve the above object, the present invention relates to a method for producing concrete to be sprayed on a wall of a tunnel excavation, wherein the mixing water for the concrete is mixed twice with primary and secondary mixing water. And kneading with the secondary kneading water, a starch-based thickener was added. According to the sprayed concrete manufacturing method configured as described above, first,
Concrete kneading water is divided into primary and secondary kneading water twice and kneaded, so at the time of primary kneading, a cement film is formed on the surface of fine aggregate to reduce aggregate separation. Therefore, the workability of concrete is improved. In addition, when kneading with secondary kneading water, since a starch-based thickener is added, the viscosity of the shotcrete increases, the amount of rebound when sprayed is reduced, and the construction time can be shortened In addition, the working environment can be significantly improved. The starch-based thickener can be added in an amount of about 2% by weight based on the total weight of the primary and secondary mixing waters. By adding a starch-based thickener in such an amount, the above-described effects can be exerted without impairing economic efficiency.

【0008】[0008]

【発明の実施の形態】以下、本発明の好適な実施の形態
について、添付図面に基づいて詳細に説明する。図1
は、本発明にかかる吹付けコンクリートの製造方法の一
実施例の製造過程を経時的に示した説明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG.
FIG. 2 is an explanatory view showing a manufacturing process of the shotcrete production method according to one embodiment of the present invention over time.

【0009】同図に示した吹付けコンクリートの製造方
法では、まず、設定された配合比に従って、コンクリー
トの構成材料であるセメントc,細骨材s,粗骨材S,
練り混ぜ水Wが準備され、練り混ぜ水Wは、一次練り混
ぜ水W1と、二次練り混ぜ水W2の二つに分割されて、
一次混練が行われる。
In the method for manufacturing shotcrete shown in FIG. 1, first, cement c, fine aggregate s, coarse aggregate S, which are constituent materials of concrete, are set according to a set mixing ratio.
Kneading water W is prepared, and kneading water W is divided into two parts, primary kneading water W1 and secondary kneading water W2,
Primary kneading is performed.

【0010】この一次混練は、セメントc,細骨材sに
一次練り混ぜ水W1を加えて行われる。一次混練が終了
すると、次ぎに、二次混練が行われる。二次混練では、
一次混練で混練されたセメントc,細骨材sを含んだ混
合物に、粗骨材S,二次練り混ぜ水W2とデンプン系増
粘剤Xとを添加投入して行われる。
The primary kneading is performed by adding the primary kneading water W1 to the cement c and the fine aggregate s. When the primary kneading is completed, the secondary kneading is performed next. In secondary kneading,
This is performed by adding the coarse aggregate S, the secondary mixing water W2, and the starch-based thickener X to a mixture containing the cement c and the fine aggregate s kneaded in the primary kneading.

【0011】そして、所定時間混練を行うことにより本
実施例の吹きつけコンクリートCが製造される。このよ
うにして製造された吹付けコンクリートCは、例えば、
吹付けノズルの近傍で、液状ないしは粉体状の急結剤を
添加された状態でトンネルの掘削壁面に圧縮空気を利用
して吹付けられる。
Then, by performing kneading for a predetermined time, the sprayed concrete C of this embodiment is manufactured. Shotcrete C produced in this manner is, for example,
In the vicinity of the spray nozzle, a liquid or powdery quick setting agent is added to the excavation wall of the tunnel by using compressed air while being sprayed.

【0012】このようにして製造される吹き付けコンク
リートは、まず、コンクリートの練り混ぜ水を一次およ
び二次練り混ぜ水W1,W2にの2回に分割して混練す
るので、一次混練の際に、細骨材sの表面にセメント皮
膜を形成させて、骨材の分離を低減させるので、コンク
リートのワーカビリティーが向上する。
[0012] The sprayed concrete produced in this manner is first kneaded by mixing the kneading water of the concrete twice into primary and secondary kneading waters W1 and W2. Since the cement film is formed on the surface of the fine aggregate s to reduce the separation of the aggregate, the workability of the concrete is improved.

【0013】また、二次練り混ぜ水W2により混練する
際に、デンプン系の増粘剤Xを添加するので、吹付けコ
ンクリートCの粘性が増して、吹き付けた際の跳ね返り
量が低減し、施工時間も短縮できるとともに、作業環境
も著しく改善することができる。
Further, when kneading with the secondary kneading water W2, the starch-based thickener X is added, so that the viscosity of the shotcrete C is increased and the amount of rebound when sprayed is reduced. The time can be reduced, and the working environment can be significantly improved.

【0014】以下に示した表は、本発明の上述した作用
効果を確認するために、本発明にかかる製造方法で吹付
けコンクリート(実施例1)を製造し、比較のために2
つの配合比の吹付けコンクリート(比較例1,2)を製
造した。
The following table shows that shotcrete (Example 1) was manufactured by the manufacturing method according to the present invention in order to confirm the above-mentioned effects of the present invention.
Shotcrete with two mixing ratios (Comparative Examples 1 and 2) were produced.

【0015】[0015]

【表】【table】

【0016】実施例1では、増粘剤としてデンプン系の
もの(エルフレッシュ K−200、商品名、日澱化学
株式会社製)を用い、これを水に対する重量比で2.0
%添加した。
In Example 1, a starch-based thickener (Elfresh K-200, trade name, manufactured by Nisse Chemical Co., Ltd.) was used as a thickener, and the weight ratio of the thickener to water was 2.0%.
% Was added.

【0017】比較例1は、増粘剤としてセルロース系の
もの(ナトムクリーン、商品名、信越化学工業株式会社
製)を用い、これを水に対する重量比で0.36%添加
した。
In Comparative Example 1, a cellulose-based thickener (Natom Clean, trade name, manufactured by Shin-Etsu Chemical Co., Ltd.) was used, and 0.36% by weight of water was added.

【0018】比較例2は、増粘剤は何も添加しなかっ
た。実施例1および比較例1,2の各吹付けコンクリー
トの製造では、練り混ぜ水を2回に分割して混練し、二
次混練の際に増粘剤を添加した。
In Comparative Example 2, no thickener was added. In the production of each shotcrete of Example 1 and Comparative Examples 1 and 2, kneading water was kneaded in two divided portions, and a thickener was added during secondary kneading.

【0019】得られた。実施例1および比較例1,2の
各吹付けコンクリートに同じ急結剤をそれぞれ同量添加
して、トンネル掘削面に吹付けて、そのときの跳ね返り
量(リバウンド量)を測定した。
Obtained. The same quick-setting agent was added in the same amount to each of the shotcrete of Example 1 and Comparative Examples 1 and 2, and the shotgun was sprayed on the excavated surface of the tunnel, and the rebound amount (rebound amount) at that time was measured.

【0020】その結果、実施例1のリバウンド量が1
0.7%、比較例1のリバウンド量が15.3%、比較
例2のリバウンド量が20.6%であった。
As a result, the rebound amount of the first embodiment is 1
0.7%, the rebound amount of Comparative Example 1 was 15.3%, and the rebound amount of Comparative Example 2 was 20.6%.

【0021】この測定結果から明らかなように、実施例
1では、増粘剤を添加しない比較例2に比べてリバウン
ド量が約半分に低減し、セルロース系の増粘材を添加し
た比較例1に対しても、リバウンド量を約1/3程度低
減できることが確認された。
As is apparent from the measurement results, in Example 1, the rebound amount was reduced to about half as compared with Comparative Example 2 in which no thickener was added, and Comparative Example 1 in which a cellulosic thickener was added was used. Again, it was confirmed that the rebound amount could be reduced by about 1/3.

【0022】この場合のデンプン系の増粘剤は、水の総
重量に対して、重量比で2%程度添加するだけなので、
比較的高価なデンプン系増粘剤を用いても、経済性を損
なうことなく上述した作用効果を発揮させることができ
る。
In this case, the starch-based thickener is added only by about 2% by weight based on the total weight of water.
Even if a relatively expensive starch-based thickener is used, the above-mentioned effects can be exerted without impairing economic efficiency.

【0023】[0023]

【発明の効果】以上、詳細に説明したように、本発明に
かかる吹付けコンクリートの製造方法によれば、跳ね返
り量を十分に低減し、顕著な作業環境改善効果が得られ
る。
As described in detail above, according to the method for producing shotcrete according to the present invention, the amount of rebound can be sufficiently reduced and a remarkable effect of improving the working environment can be obtained.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明にかかる吹付けコンクリートの製造方法
の一例を示す工程説明図である。
FIG. 1 is a process explanatory view showing one example of a method for producing shotcrete according to the present invention.

【符号の説明】[Explanation of symbols]

c セメント s 細骨材 S 粗骨材 W 水 W1 一次練り混ぜ水 W2 二次練り混ぜ水 X デンプン系増粘剤 C 吹付けコンクリート c Cement s Fine aggregate S Coarse aggregate W Water W1 Primary mixing water W2 Secondary mixing water X Starch thickener C Shotcrete

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中島 雅友 東京都港区港南2丁目15番2号 株式会社 大林組本社内 Fターム(参考) 4G012 PB39 PC08 PD01 PE01 4G056 AA07 CB32 CB34 CB35  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Masatomo Nakajima 2-15-2 Konan, Minato-ku, Tokyo F-term (reference) 4G012 PB39 PC08 PD01 PE01 4G056 AA07 CB32 CB34 CB35

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 トンネル掘削壁面に吹付けるコンクリー
トの製造方法において、 前記コンクリートの練り混ぜ水を一次および二次練り混
ぜ水の2回に分割して混練するとともに、 前記二次練り混ぜ水により混練する際に、デンプン系の
増粘剤を添加することを特徴とする吹付けコンクリート
の製造方法。
1. A method for producing concrete to be sprayed on a tunnel excavation wall surface, wherein the mixing water for the concrete is kneaded by dividing the mixing water into primary and secondary mixing water twice, and kneading with the secondary mixing water. A method for producing shotcrete, wherein a starch-based thickener is added.
【請求項2】 前記デンプン系の増粘剤は、前記一次お
よび二次練り混ぜ水の総重量に対して、重量比で2%程
度添加することを特徴とする請求項1記載の吹付けコン
クリートの製造方法。
2. The shotcrete according to claim 1, wherein the starch-based thickener is added in an amount of about 2% by weight based on the total weight of the primary and secondary mixing waters. Manufacturing method.
JP2000012075A 2000-01-20 2000-01-20 Method for manufacturing sprayed concrete Pending JP2001198915A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000012075A JP2001198915A (en) 2000-01-20 2000-01-20 Method for manufacturing sprayed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000012075A JP2001198915A (en) 2000-01-20 2000-01-20 Method for manufacturing sprayed concrete

Publications (1)

Publication Number Publication Date
JP2001198915A true JP2001198915A (en) 2001-07-24

Family

ID=18539848

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000012075A Pending JP2001198915A (en) 2000-01-20 2000-01-20 Method for manufacturing sprayed concrete

Country Status (1)

Country Link
JP (1) JP2001198915A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005343786A (en) * 2004-06-02 2005-12-15 Roquette Freres Use of particular polysaccharide as admixing agent for mineral material
CN102837361A (en) * 2012-09-25 2012-12-26 北京新奥混凝土集团有限公司 New concrete production technology
AT513099A1 (en) * 2012-07-11 2014-01-15 Suedzucker Ag Wet spraying process for the production of shotcrete
JP2014136424A (en) * 2013-01-18 2014-07-28 Taiheiyo Cement Corp Method for producing concrete

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005343786A (en) * 2004-06-02 2005-12-15 Roquette Freres Use of particular polysaccharide as admixing agent for mineral material
AT513099A1 (en) * 2012-07-11 2014-01-15 Suedzucker Ag Wet spraying process for the production of shotcrete
CN102837361A (en) * 2012-09-25 2012-12-26 北京新奥混凝土集团有限公司 New concrete production technology
JP2014136424A (en) * 2013-01-18 2014-07-28 Taiheiyo Cement Corp Method for producing concrete

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