JPS632847A - Rebound reducer - Google Patents

Rebound reducer

Info

Publication number
JPS632847A
JPS632847A JP14609186A JP14609186A JPS632847A JP S632847 A JPS632847 A JP S632847A JP 14609186 A JP14609186 A JP 14609186A JP 14609186 A JP14609186 A JP 14609186A JP S632847 A JPS632847 A JP S632847A
Authority
JP
Japan
Prior art keywords
rebound
ethylene
dust
vinyl acetate
weight
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
JP14609186A
Other languages
Japanese (ja)
Inventor
三原 敏夫
中島 信義
健吉 平野
敏夫 川内
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP14609186A priority Critical patent/JPS632847A/en
Publication of JPS632847A publication Critical patent/JPS632847A/en
Pending legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、コンクリート吹付は工事の施工時に発生する
粉塵およびリバウンドの低減剤に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an agent for reducing dust and rebound generated during concrete spraying construction.

(従来の技術とその問題点) 近年、トンネル工法としてNATM (NewAus+
crian TunnellingMezhod ) 
 の適用が我国でも本格化している。本方法は、トンネ
ル掘削後直ちに表面にコンクリートを吹き付は地山の崩
壊を防ぐ工法である。
(Conventional technology and its problems) In recent years, NATM (NewAus+
crian TunnelingMezhod)
The application of this technology is gaining momentum in Japan as well. In this method, concrete is sprayed on the surface immediately after tunnel excavation to prevent the collapse of the ground.

コンクリートの吹付は工法には、乾式1法と湿式1法が
あり、従来は施工設備上の問題、急結剤の使用が容易等
の理由から乾式1法が多用されていたが、最近は湿式1
法の割合も増えつつある。
There are two methods for concrete spraying: dry method 1 and wet method 1. In the past, dry method 1 was often used due to problems with construction equipment and the ease of using quick-setting agents, but recently wet method 1 has been used. 1
The proportion of laws is also increasing.

く乾式1法〉 水塊外の全ての材料を空練りした混合物と水をそれぞれ
別系統で吹付は機により圧送し、吹付はノズルの手前で
合流させてライニングコンクリートとして吹付ける工法
Dry method 1 method> A method in which a mixture of all the materials other than the water mass is kneaded and water is pumped through separate systems using a machine, and the mixture is combined in front of the nozzle to form the lining concrete.

く湿式1法〉 急結剤を除く全ての材料を混練したスラリーを吹付は機
により圧送し、必要に応じて吹付はノズルの手前で急結
剤を加えてライニングコンクリートとして吹付ける工法
Wet method 1> A slurry made by kneading all the materials except the quick-setting agent is pumped through a spraying machine, and if necessary, the quick-setting agent is added before the nozzle and sprayed as lining concrete.

しかし、これらのコンクリートの吹付は工事では、吹付
は施工時に発生する大量の粉塵が作業環境上大きな間勉
となっており、またリバウンド(はね返り)が吹付は量
の20〜40チにも達し原料のロスも著しいのが現状で
ある。
However, during construction, spraying of concrete is a major nuisance due to the large amount of dust generated during construction, and the rebound can reach 20 to 40 inches of raw material. The current situation is that the loss is significant.

この様な問題点を解決する試みとして、現在まで以下の
様な低減剤の使用が種々考案されたが、その効果は十分
ではなかった。
In an attempt to solve these problems, various methods have been devised to date to use the following reducing agents, but the effects have not been sufficient.

(1)天然高分子・・・メチルセルロース(*1)、で
ん粉(*1) ・  (*2) (2)合成高分子・・・ぼりアクリルアqド  、ポリ
(*1) エチレンオキサイド  、アク リルアミドーアクリル酸(ニス チル)共重合体(*1)、エチレン −酢酸ビニル−塩化ビニル共1 ($2) 合体  、アクリル酸(エステ ル)共重合体 (*1)粉末(*り粉末液体の両者あり部分いわゆる「
ママコ」を発生しやすい。また、少量の溶解で粘度が急
増する場合が多く、希薄水溶液でしか扱えず作業性が悪
いという欠点もあった。
(1) Natural polymers: methyl cellulose (*1), starch (*1), (*2) (2) Synthetic polymers: acryl aqdo, poly(*1) ethylene oxide, acrylamide acryl Acid (nystyl) copolymer (*1), ethylene-vinyl acetate-vinyl chloride copolymer ($2), acrylic acid (ester) copolymer (*1) powder (*The part that has both powder and liquid) "
It is easy to cause "mamako". In addition, the viscosity often increases rapidly when a small amount is dissolved, and it has the disadvantage that it can only be handled as a dilute aqueous solution, resulting in poor workability.

これらの技術は、例えば、特開昭61−97152号公
報、特開昭<5o−144466号公報、特開昭61−
117148号公報として知られており、多少の改良は
認められるものの十分な効果は得られていない。
These techniques are disclosed, for example, in JP-A-61-97152, JP-A-5O-144466, and JP-A-61-144466.
It is known as Japanese Patent No. 117148, and although some improvements have been recognized, sufficient effects have not been obtained.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、N ATM工法において吹付は施工時に発生
する大量の粉塵およびリバウンドロスを顕著に低減させ
ることの可能な組成物に関するものであり、本発明者ら
は種々検討した結果エチレン−酢酸ビニル−不飽和カル
ボン酸共重合体エマルジョンが顕著な効果を示すことを
見出し、本発明を完成した。即ち、本発明は、エチレン
−酢酸ビニル−不飽和カルボン酸共重合体エマルジョン
を含有する吹付コンクリート用粉塵およびリバウンド低
減剤である。
The present invention relates to a composition that can significantly reduce the large amount of dust and rebound loss generated during spraying in the NATM construction method. The present invention was completed based on the discovery that an unsaturated carboxylic acid copolymer emulsion exhibits remarkable effects. That is, the present invention is a dust and rebound reducing agent for shotcrete containing an ethylene-vinyl acetate-unsaturated carboxylic acid copolymer emulsion.

本発明で用いる不飽和カルボン酸としては、アクリル酸
、メタクリル酸、イタコン酸、クロトン酸等が挙げられ
るが、アクリル酸またはメタクリル酸が一般的である。
Examples of the unsaturated carboxylic acid used in the present invention include acrylic acid, methacrylic acid, itaconic acid, crotonic acid, etc., but acrylic acid or methacrylic acid is generally used.

不飽和カルボン酸の含有量量は0.1〜5重量%がよ<
、0.5〜6重量%が好ましい。0.1重量−未満では
粉塵低減効果が少なく、5重量%を越えると単量体が水
溶性であるためエマルジョン重合に支障を来す場合があ
る。
The content of unsaturated carboxylic acid is preferably 0.1 to 5% by weight.
, 0.5 to 6% by weight is preferred. If it is less than 0.1% by weight, the effect of reducing dust will be small, and if it exceeds 5% by weight, the monomer is water-soluble and may interfere with emulsion polymerization.

エチレン含有量は5〜40重量%がよく、10〜30重
量%が好ましい。5重量%未満ではガラス転移点が高く
なり過ぎポリマーの柔軟性が低下し、粉塵およびリバウ
ンド低減効果が減少する恐れがある。また耐アルカリ性
が低下するため、けん化されやすくなり、強度が低下す
る可能性がある。
The ethylene content is preferably 5 to 40% by weight, preferably 10 to 30% by weight. If it is less than 5% by weight, the glass transition point becomes too high, the flexibility of the polymer decreases, and the effect of reducing dust and rebound may decrease. Furthermore, since the alkali resistance decreases, it becomes more likely to be saponified and the strength may decrease.

エチレン含量が40重量%を越えるとセメントや骨材と
の混和性が低下してくることがある。
If the ethylene content exceeds 40% by weight, the miscibility with cement and aggregate may decrease.

本発明で用いるエマルジョンの乳化剤としてはポリビニ
ルアルコール、ヒドロキシエチルセルロースなどの高分
子保護コロイドが好ましく、トンネル内に湧れのある場
合など特にリバウンド低減効果が顕著である。さらに、
界面活性剤系の乳化剤の併用も可能である。
As the emulsifier for the emulsion used in the present invention, a polymeric protective colloid such as polyvinyl alcohol or hydroxyethyl cellulose is preferable, and the effect of reducing rebound is particularly remarkable when there is a spring in the tunnel. moreover,
It is also possible to use a surfactant-based emulsifier.

エマルジョンの使用量は、セメントに対して0.01〜
5重量%がよく、0.1〜1.5重量%が好ましい(固
型分換算)。o、o 1x量チ未満では粉塵およびリバ
ウンド低減効果少なく、5重量%を越えるとコンクリー
トの凝結および強度発現に悪影響を与える恐れがある。
The amount of emulsion used is from 0.01 to cement.
It is preferably 5% by weight, and preferably 0.1 to 1.5% by weight (in terms of solid content). o, o If the amount is less than 1x, the effect of reducing dust and rebound will be small, and if it exceeds 5% by weight, it may adversely affect the setting and strength development of concrete.

〔作用〕[Effect]

エチレン−酢酸ビニル−不飽和カルボン酸共重合体エマ
ルションの粉塵およびリバウンド低減効果に関しては完
全に解明された訳ではないが、以下の理由によるものと
考えている。
Although the dust and rebound reducing effect of the ethylene-vinyl acetate-unsaturated carboxylic acid copolymer emulsion has not been completely elucidated, it is believed to be due to the following reasons.

(1)  アルカリ増粘性 エチレン−酢酸ビニル−不飽和カルボン醗共重合体エマ
ルジョンは、中性ないし微酸性雰囲気下では水溶性高分
子に比べて高樹脂分量でも粘度が低いが、アルカリ雰囲
気下では急激に増粘する。すなわちコンクリート(セメ
ント)と接触して急激に増粘し、リバウンドおよび粉塵
低減機能を発現する。従って本低減剤は、乾式1法に特
に好適であり、従来の増粘剤系の低減剤に比べて取扱い
が極めて簡便である。すなわち、従来の増粘剤系の低減
剤は少量の溶解で粘度が急増するため、輸送性、取扱い
性が悪くコンクリートへの添加量も制限されていたが、
エチレン−酢酸ビニル−不飽和カルボン酸共重合体エマ
ルションは水で容易に希釈でき、しかも粘度が低いため
取扱いが極めて簡便である。
(1) Alkali-thickening ethylene-vinyl acetate-unsaturated carboxyl alcohol copolymer emulsions have lower viscosity compared to water-soluble polymers in neutral or slightly acidic atmospheres even when the resin content is high, but the viscosity decreases rapidly in alkaline atmospheres. The viscosity increases. In other words, it rapidly thickens upon contact with concrete (cement) and exhibits rebound and dust reduction functions. Therefore, this reducing agent is particularly suitable for the dry method 1, and is extremely easy to handle compared to conventional thickener-based reducing agents. In other words, the viscosity of conventional thickener-based reducing agents increases rapidly when dissolved in a small amount, making them difficult to transport and handle, limiting the amount that can be added to concrete.
Ethylene-vinyl acetate-unsaturated carboxylic acid copolymer emulsion can be easily diluted with water and has a low viscosity, making it extremely easy to handle.

(2)  セメントおよび骨材との温和性セメントや骨
材への浸透分散性に優れているム ため、瞬間的に均一に混合し、不完全(混合に由来する
粉塵の発生およびリバウンドロスを防止できる。−方ポ
リ酢酸ビニル系以外のエマルションは、セメントへの混
和性が劣る傾向にある。
(2) Mild with cement and aggregates Excellent penetration and dispersion into cement and aggregates, allowing instant and uniform mixing, preventing incomplete mixing (dust generation and rebound loss caused by mixing) Yes, emulsions other than those based on polyvinyl acetate tend to have poor miscibility with cement.

〔実施例〕〔Example〕

以下実施例により本発明を説明する。尚、チは重量%を
示す。また、酢ビとは酢酸ビニルを表わす。
The present invention will be explained below with reference to Examples. Incidentally, CH indicates weight %. Furthermore, vinyl acetate refers to vinyl acetate.

実施例1〜弥および比較例1〜相 本発明の粉塵およびリバウンド低減剤の評価を乾式法に
て実施した。茨1に示すコンクリート配合物から水を除
いたものを吹付は機に供給し、吹付は機より圧力約3.
5 k!?/α2で空気圧送した。吹付はノズル手前の
ウォーターリングのところで別に高圧ポンプにより送ら
れてきた、所定量の本発明低減剤を含む水(表1中記載
)r添加し、瞬時に混合した後、混合物を吹付はノズル
より施工面に吹付けた(1回の吹付量は3rn3であっ
た)。
Examples 1 to 2 and Comparative Example 1 to 1 The dust and rebound reducing agents of the present invention were evaluated using a dry method. The concrete mixture shown in Ibara 1 with water removed is supplied to the spraying machine, and the spraying is carried out at a pressure of about 3.
5k! ? Pneumatic feeding was carried out at /α2. Spraying is carried out at the water ring in front of the nozzle, where a predetermined amount of water containing the reducing agent of the present invention (listed in Table 1) is sent separately by a high-pressure pump, and after mixing instantly, the mixture is sprayed from the nozzle. It was sprayed onto the construction surface (the amount of one spray was 3rn3).

測定データを衣2に示す。The measurement data is shown in Cloth 2.

(”1)  EVA−Ac  :エチレンー酢ビーアク
リル酸共重合体エマルジョン EVA−mAc :エチレンー酢ビーメタクリル酸共重
合体エマルジョン EVA−1T  :エチレンー酢ピーイタコン酸共重合
体エマルジョン EVA−CR:エチレンー酢ピークロトン醪共重合体エ
マルジョン MC:メチルセルロース(信越化学工 業社製) PAm   :ポリアクリルアミド(三脚コロイド化学
社製) PR:O:ポリエチレンオキサイド(製鉄化学工業社製
) PAm−Ac  ニアクリルアミド−アクリル酸エステ
ル共重合体(栗田工業社!り EVA−Vc  :エチレン−酢ビー塩ビ共重合体エマ
ルジョン(ヘキス) 合Jlil 製) PAc   ニアクリル酸エステル共重合体エマルジョ
ン(三洋化成工業社製) (*2)固型分換算 (*3)共重合体中重量比率 エチレン/酢ビ/アクリル酸=20/78乳化剤:デy
力PVAB −17(5%)(本4)共重合体中重量比
率 エチレン/酢ビ/メタクリル酸=20/乳化剤:f/力
PVAB −i 7 (5%)(本5)共重合体中重量
比率 エチレン/酢ビ/イタコン酸=20/78乳化剤:デy
力PvAB −17(5% )(*6)共重合体中重量
比率 エチレン/酢ビ/クロトン酸=20/78乳化Nl :
テy力PV*B −17(5%)(卑7)共重合体中重
量比率 エチレン/酢ビ/アクリル酸=20/78乳化剤:花王
エマルデン985 (5% )上記でMC,PAm 、
 PEOは粉体のため5チ水溶液として添加した。
(''1) EVA-Ac: Ethylene-acetic acid bee-acrylic acid copolymer emulsion EVA-mAc: Ethylene-acetic acid bee-methacrylic acid copolymer emulsion EVA-1T: Ethylene-acetic acid bee-itaconic acid copolymer emulsion EVA-CR: Ethylene-acetic acid bee croton mash Copolymer emulsion MC: Methyl cellulose (manufactured by Shin-Etsu Chemical Co., Ltd.) PAm: Polyacrylamide (manufactured by Tripod Colloidal Chemical Co., Ltd.) PR: O: Polyethylene oxide (manufactured by Steel Chemical Industry Co., Ltd.) PAm-Ac Niacrylamide-acrylic acid ester copolymer (Kurita Industries, Ltd.! EVA-Vc: Ethylene-acetate vinyl chloride copolymer emulsion (hex) manufactured by Jlil) PAc Niacrylic acid ester copolymer emulsion (manufactured by Sanyo Chemical Industries, Ltd.) (*2) Solid content equivalent ( *3) Copolymer weight ratio ethylene/vinyl acetate/acrylic acid = 20/78 Emulsifier: Day
PVAB-17 (5%) (Book 4) Copolymer weight ratio ethylene/vinyl acetate/methacrylic acid = 20/emulsifier: f/PVAB-i 7 (5%) (Book 5) Copolymer weight Ratio ethylene/vinyl acetate/itaconic acid = 20/78 Emulsifier: Day
Power PvAB -17 (5%) (*6) Copolymer weight ratio ethylene/vinyl acetate/crotonic acid = 20/78 Emulsified Nl:
PV*B-17 (5%) (base 7) copolymer weight ratio ethylene/vinyl acetate/acrylic acid = 20/78 Emulsifier: Kao Emulden 985 (5%) MC, PAm,
Since PEO was a powder, it was added as an aqueous solution.

(測定法) 粉塵量測定:粉塵計(柴田化学機械工業(株)P−5型
)使用。施工面より約5m の位置で測定。
(Measurement method) Dust amount measurement: Using a dust meter (Shibata Kagaku Kikai Kogyo Co., Ltd. P-5 type). Measured at a position approximately 5m from the construction surface.

リバウンド試験:吹付下面にビニールシートを敷きリバ
ウンド量を計量。
Rebound test: Place a vinyl sheet on the underside of the spray and measure the amount of rebound.

圧縮強度試験:1.6.6.24時後の強度はプルアウ
ト法によりn=3で測定。
Compressive strength test: 1.6.6. The strength after 24 hours was measured using the pull-out method with n=3.

7.28日後の強度は、円柱形コ ア供試体(7,5cILφx7.5cm)を切り取って
真面イオウキャッピン グをして測定した( n = 3 )。
7. The strength after 28 days was measured by cutting out a cylindrical core specimen (7.5cILφx7.5cm) and capping it with straight sulfur (n = 3).

〔発明の効果〕〔Effect of the invention〕

本発明は、(1)粉塵およびリバウンド低減効果が大き
く 、[21急結剤の急結効果に慾影響を及ぼさず(圧
縮強度の経時変化が少ない)、(31F扱いの衡めて簡
便な低減剤である。
The present invention has the following advantages: (1) It has a large dust and rebound reduction effect, does not affect the quick-setting effect of the 21 quick-setting agent (less change in compressive strength over time), and has a fairly simple reduction when treated as 31F. It is a drug.

特許出願人 1電気化学工業株式会社 手  続  補  正  書 昭和61年7月17日 特許庁長官 黒 1)明 雄 殿 1、事件の表示 昭和61年特許願第146091号 2、発明の名称 リバウンド低減剤 3、補正をする者 事件との関係   特許出願人 住所 ■100 東京都千代田区有楽町1丁目4番1号
明細書の発明の詳細な説明の欄 5、補正の内容 1)第13頁第3〜4行の「5%水溶液として添加した
。」を「5%水溶液としてから添加した。」と訂正する
Patent Applicant 1 Denki Kagaku Kogyo Co., Ltd. Procedural Amendment Written July 17, 1986 Commissioner of the Patent Office Black 1) Akio Yu 1, Indication of the Case 1986 Patent Application No. 146091 2, Name of the Invention Rebound Reduction Agent 3. Relationship with the case of the person making the amendment Address of the patent applicant ■100 Column 5 of the detailed description of the invention in the specification, 1-4-1 Yurakucho, Chiyoda-ku, Tokyo, Contents of the amendment 1) Page 13, No. 3 In line 4, "Added as a 5% aqueous solution." is corrected to "Added as a 5% aqueous solution."

2)第13頁第11行の「24時後」を「24時間後」
と訂正する。
2) Change “24 hours later” in line 11 of page 13 to “24 hours later”
I am corrected.

3)第13頁第20行の「圧縮強度の経時変化が少ない
」を「圧縮強度が、リバうンド低減剤無添加の場合と同
等である」と訂正する。
3) On page 13, line 20, "There is little change in compressive strength over time" is corrected to "compressive strength is the same as when no rebound reducing agent is added."

Claims (1)

【特許請求の範囲】 1 エチレン−酢酸ビニル−不飽和カルボン酸共重合体
エマルジョンを含有する吹付コンクリート用粉塵および
リバウンド低減剤。 2 エチレン−酢酸ビニル−不飽和カルボン酸共重合体
エマルジョンが乳化剤に高分子保護コロイドを使用した
該エマルジョンである特許請求の範囲第1項記載のリバ
ウンド低減剤。
[Claims] 1. A dust and rebound reducing agent for shotcrete containing an ethylene-vinyl acetate-unsaturated carboxylic acid copolymer emulsion. 2. The rebound reducing agent according to claim 1, wherein the ethylene-vinyl acetate-unsaturated carboxylic acid copolymer emulsion is an emulsion using a polymeric protective colloid as an emulsifier.
JP14609186A 1986-06-24 1986-06-24 Rebound reducer Pending JPS632847A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14609186A JPS632847A (en) 1986-06-24 1986-06-24 Rebound reducer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14609186A JPS632847A (en) 1986-06-24 1986-06-24 Rebound reducer

Publications (1)

Publication Number Publication Date
JPS632847A true JPS632847A (en) 1988-01-07

Family

ID=15399928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14609186A Pending JPS632847A (en) 1986-06-24 1986-06-24 Rebound reducer

Country Status (1)

Country Link
JP (1) JPS632847A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008043516A1 (en) 2008-11-06 2010-05-12 Wacker Chemie Ag Method for the application of polymer-modified wet concrete mixtures
US10560084B2 (en) 2017-09-08 2020-02-11 Toshiba Memory Corporation Level shift circuit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008043516A1 (en) 2008-11-06 2010-05-12 Wacker Chemie Ag Method for the application of polymer-modified wet concrete mixtures
US9186697B2 (en) 2008-11-06 2015-11-17 Wacker Chemie Ag Methods for applying polymer-modified wet concrete mixtures
US10560084B2 (en) 2017-09-08 2020-02-11 Toshiba Memory Corporation Level shift circuit

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