JPS59169957A - Cement accelerator - Google Patents

Cement accelerator

Info

Publication number
JPS59169957A
JPS59169957A JP4081783A JP4081783A JPS59169957A JP S59169957 A JPS59169957 A JP S59169957A JP 4081783 A JP4081783 A JP 4081783A JP 4081783 A JP4081783 A JP 4081783A JP S59169957 A JPS59169957 A JP S59169957A
Authority
JP
Japan
Prior art keywords
cement
quick
spraying
setting agent
present
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.)
Granted
Application number
JP4081783A
Other languages
Japanese (ja)
Other versions
JPH0319179B2 (en
Inventor
田沢 俊介
武内 健司
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.)
Nitto Chemical Industry Co Ltd
Original Assignee
Nitto Chemical Industry 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 Nitto Chemical Industry Co Ltd filed Critical Nitto Chemical Industry Co Ltd
Priority to JP4081783A priority Critical patent/JPS59169957A/en
Publication of JPS59169957A publication Critical patent/JPS59169957A/en
Publication of JPH0319179B2 publication Critical patent/JPH0319179B2/ja
Granted legal-status Critical Current

Links

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】 本発明はセメントモルタル、コンクリート材料等を急速
に凝結させるセメント急結剤に関する0 トンネル覆工、法面防護等の施工においては従来上記セ
メント急結剤が添加されたセメントモルタル、コンクリ
ート等が通常用いられている。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cement quick-setting agent that rapidly sets cement mortar, concrete materials, etc. In the construction of tunnel lining, slope protection, etc., cement to which the above-mentioned cement quick-setting agent has conventionally been added is used. Mortar, concrete, etc. are usually used.

特に、トンネルの如く、天井、壁面にこれらセメントモ
ルタル、コンクリート等を吹付ける場合には、吹付は材
料の自重に、よる剥げ落ち等を防止するため吹付後、短
時間で高強度を発現させる急結剤が必要とされ、従来こ
のための急結剤としてアルミン酸ソーダ7炭酸ソーダ等
の単独を主体としたものが知られているが、従来の急結
剤はその使用量を少し増減させただけで吹付は材料の急
結性が大巾に変化するため、施工に細心の注意を要し、
オだ吹伺材料は凝結後の強度発現が充分ではなく、水も
れ部などへの吹付けでは、吹付は材料を対象物に保持さ
せることが困難である等の欠点を有する。
In particular, when spraying cement mortar, concrete, etc. on ceilings and walls such as in tunnels, spraying is done quickly to develop high strength in a short period of time after spraying to prevent flaking due to the material's own weight. A binding agent is required, and conventionally known quick-setting agents for this purpose are mainly based on sodium aluminate 7 carbonate, etc., but with conventional quick-setting agents, the amount used has been slightly increased or decreased. Spraying alone greatly changes the rapid setting of the material, so great care is required during construction.
Oda blowing materials do not have sufficient strength after setting, and have the disadvantage that it is difficult to hold the material on the object when spraying it to areas such as water leaks.

更にまた。とれもの急結剤は強アルカリ性を呈し、狭い
トンネル内での施工では吹付時または配合時に粉匝とな
って舞い上シ、施工者の健康を損橙うようなことがある
Yet again. Toremono's quick-setting agent exhibits strong alkalinity, and when spraying or mixing it in narrow tunnels, it can become powder and fly up into the air, posing a threat to the health of the constructor.

本発明者らはかかる欠点のないセメント急結剤を見出す
べく種々研死した結果、以下に示す本発明に到達した。
The present inventors conducted various efforts to find a cement quick-setting agent that does not have such drawbacks, and as a result, they arrived at the present invention shown below.

すなわち2本発明は、(イ)アルカリ金属の炭酸塩また
は/および硫酸塩と(ロ)可溶性アルミニウム塩また。
That is, two aspects of the present invention include (a) an alkali metal carbonate or/and sulfate; and (b) a soluble aluminum salt.

マグネシウムの炭酸塩とから成るセメント急結剤な要旨
とするものである。
It is a cement quick-setting agent consisting of magnesium carbonate.

本発明において(イ)成分として用いるアルカリ金属の
炭酸塩としては、炭酸ナトリウムと炭酸カリウムが挙げ
られるが、特に炭酸ナトリウムが安価で効果が大きいの
で好適に用いられる。
Examples of the alkali metal carbonate used as component (a) in the present invention include sodium carbonate and potassium carbonate, and sodium carbonate is particularly preferably used because it is inexpensive and highly effective.

また、アルカリ金属の硫酸塩としては、硫酸ナトリウム
と硫酸カリウムが挙げられるが、力1ノウム摸よシもナ
トリウム塩のほうが吹付は材料の長期強度を高める効果
が大きいので好ましいものと云える。
Examples of alkali metal sulfates include sodium sulfate and potassium sulfate, but sodium salts are preferred since they have a greater effect on increasing the long-term strength of the material when sprayed.

本発明において(ロ)成分として用いる可溶性アルミニ
ウム塩とはr5に酸アルミニウム、ポリ塩化アルミニウ
ム、硫酸ナトリウム、硫酸アルミニウム・カリウム等で
あって、特に効果の直から硫酸アルミニウムが好ましい
In the present invention, the soluble aluminum salt used as component (b) includes acid aluminum, polyaluminum chloride, sodium sulfate, aluminum/potassium sulfate, etc., and aluminum sulfate is particularly preferred from the viewpoint of effectiveness.

まだ、マグネシウムの炭酸塩とは、炭酸マグネシウムま
たは環基性炭酸マグネシウムであって、特に塩基性炭酸
マグネシウムが好適に用いられる。
The carbonate of magnesium is magnesium carbonate or cyclic magnesium carbonate, and basic magnesium carbonate is particularly preferably used.

本発明においては(イ)成分と←ノ成分の混合割合は広
範囲に亘って変化させることができるが。
In the present invention, the mixing ratio of component (a) and component (←) can be varied over a wide range.

←)成分の使用量が多いと、吹付は材料を柔らがくさせ
、その凝結後の初期強度を低下させて。
←) If the amount of ingredients used is large, spraying will make the material soft and reduce its initial strength after setting.

吹付は材料を、対象物に保持させることが出来なくする
ことがある。
Spraying may cause the material to fail to hold onto the object.

反対に(イ)成分の使用量が少ないと、施工後の吹伺は
材料の長期強度が低下する。
On the other hand, if the amount of component (a) used is small, the long-term strength of the material will decrease after construction.

一方、(ロ)成分の使用量が少ないと、吹付は材料の急
結性が損なわれ、かつ吹付は材料を対象物に保持させる
ことができなくなる。
On the other hand, if the amount of component (b) used is small, the rapid setting of the material will be impaired and the material will not be able to be held on the object by spraying.

反対に、(ロ)成分の使用蓋が多いと、施工後の吹付は
材料の長期強度が低下して覆工面の剥離や湧水の原因と
なる。
On the other hand, if a large amount of component (B) is used in the lid, spraying after construction will reduce the long-term strength of the material, causing peeling of the lining surface and water seepage.

このようなことから2本発明においては、(イ)成分と
(ロ)成分の混合割合は通常Ca) / (b) = 
0.1〜9(重量比)であり2%に0.2−1とするの
が好ましい。
For this reason, in the present invention, the mixing ratio of component (a) and component (b) is usually Ca) / (b) =
It is preferably 0.1 to 9 (weight ratio) and 2% to 0.2-1.

本発明のセメント急結剤の使用量は、・セメントモルタ
ルま7辷はコンクリート材ネ斗の種類2組成等によって
種々変化させるが2通膚通用範囲は広く、セメントに対
し一?:1〜20重量%であ)、好ましくは1〜10重
量費用いられる。
The amount of the cement quick-setting agent of the present invention to be used varies depending on the type of concrete material, composition, etc. of the cement mortar, but it has a wide range of general applicability, and the amount of the cement mortar is approximately 1. :1 to 20% by weight), preferably 1 to 10% by weight.

急結剤の使用量が多すぎると施工後の吹付は材料の長期
強度が低下し2反対にその使用量が少なずきると吹付は
材料の急結性が失なわれる。
If the amount of quick-setting agent used is too large, the long-term strength of the material will decrease when sprayed after construction, and on the other hand, if the amount used is too small, the quick-setting property of the material will be lost when sprayed.

ぞして、海、粘剤の使用量が多すぎても少なすぎても施
工後に吹付は制料が剥離したシ、その対象物への伺着任
や耐久性が失々われる。
Therefore, if too much or too little adhesive is used, the adhesive will peel off after spraying, and the coverage and durability of the object will be lost.

本発明の急結剤のセメントモルタルまたはセメントコン
クリート等の吹付材料に対する適用法は従来と同じであ
って、一般的乾式吹付法の場合は、吹付は材料のセメン
ト、骨材等に急結剤を添加混合し、そして施工時に適当
量の水を加えて施工をする。
The method of applying the quick-setting agent of the present invention to sprayed materials such as cement mortar or cement concrete is the same as conventional methods, and in the case of the general dry spraying method, the quick-setting agent is applied to the cement, aggregate, etc. of the material. Add and mix, and then add an appropriate amount of water during construction.

一方、半乾式吹付は法の場合は、吹付は使用水の全部ま
たは・一部に急結剤を溶解し、吹付は時に吹利はガン先
端のノズル部においてセメント、骨材および必要に応じ
てこれに水が添加された吹付は利料と接舷混合させて施
工をする。
On the other hand, in the case of semi-dry spraying, the quick-setting agent is dissolved in all or part of the water used, and sometimes the spraying agent is used at the nozzle at the tip of the gun to remove cement, aggregate, and as necessary. Spraying with water added to it is carried out by mixing it with the water.

本発明の急結剤をセメントモルタル、コンクリート等へ
の吹付は材料に添加することにより得られる効果は征々
・あるが、その第1は本発明の急結剤はアルカリ住が弱
いので、これが添加された吹付は材料の粉塵が発生した
場合にも作業者の健康を害するようなことがない。
When spraying the quick-setting agent of the present invention onto cement mortar, concrete, etc., there are many effects that can be obtained by adding it to the material. Added spraying does not pose a threat to the health of workers even when material dust is generated.

第2は1本発明の急結剤が添加された吹付は材料は、施
工後の立ち上り強度が高く、吹伺は時に剥離するような
ことがない。
Second, the sprayed material to which the quick-setting agent of the present invention has been added has high rising strength after construction, and the sprayed material does not sometimes peel off.

また、長期1匿も高く、覆工面の防護壁を長期にわたシ
安定に保持することができる。
In addition, long-term protection is high, and the protective wall on the lining surface can be stably maintained for a long period of time.

その他2本弗明のセメント急結剤は吹付は工事のみなら
ず、一般のセメント工事にも適用できることは勿論、各
種コンクリート二次製品の製造などにおいてすぐれた効
果を発揮する。
Other two products: Fumei's cement quick-setting agents can be applied not only to spray construction, but also to general cement construction, and are also highly effective in the production of various secondary concrete products.

次に本発明を実施例によシ説明する。Next, the present invention will be explained using examples.

実施例1 本発明のセメント急結剤と普通ポルトランドセメントを
モルタルミキサー中で混合し、得られた混合物を内容2
00 mil のビーカーに採り。
Example 1 The cement quick setting agent of the present invention and ordinary Portland cement were mixed in a mortar mixer, and the resulting mixture was mixed with Content 2.
Pour into a 00 mil beaker.

水を加え、ヘラで手練シをした。Add water and knead by hand with a spatula.

次いで得られたセメントモルタルを直ちに40 (幅)
X40(深さ)X160 (長さ)〔単位目〕の二連式
型枠に充填して凝結させた。
The resulting cement mortar was then immediately 40 (width)
It was filled into a double mold of 40 (depth) x 160 (length) [units] and allowed to solidify.

凝結物について常法にしたがい針貫入試験および圧縮試
験を経時的に行なった結果を第1表に示す。
Table 1 shows the results of needle penetration tests and compression tests performed on the condensates over time according to conventional methods.

比較のため従来のセメント急結剤を用い、上記に準じた
試験を行々った結果を第1表に併記した。
For comparison, a test similar to the above was conducted using a conventional cement quick setting agent, and the results are also listed in Table 1.

実施例2 本発明のセメント急結剤と普通ポルトランドセメントお
よび砂をモルタルミキサー中で5分間混合し7次いで水
を加えて30秒混練した後たたちに40 (In) x
40 (深さ)X160(長さ)〔単位man )の二
連式型枠に充填して凝結させた。
Example 2 The cement quick setting agent of the present invention, ordinary Portland cement and sand were mixed in a mortar mixer for 5 minutes, then water was added and kneaded for 30 seconds, followed by 40 (In) x
It was filled into a double mold of 40 (depth) x 160 (length) [unit: man] and allowed to solidify.

凝結物について圧縮試験を経時的に行なった結果を第2
表に示す。、 実施レリ1の場合と同様に、比較のため従来のセメント
急結剤を用い、上記に準じた試験をした結果を第2表に
併記した。
The results of compression tests on the condensate over time are shown in the second section.
Shown in the table. As in the case of Example 1, a conventional cement quick setting agent was used for comparison, and the results of a test similar to the above are also listed in Table 2.

本発明のセメント急結剤による凝結物は第1表実験番号
1,2.および5に示す如く、針の貫入深さが小さく、
10分後には1o調以下となシ対照の実験番ぞ9〜16
と比べて急結性が良い事を示している。
The aggregates produced by the cement quick setting agent of the present invention are shown in Table 1, Experiment Nos. 1 and 2. and 5, the penetration depth of the needle is small,
After 10 minutes, the level was below 1o. Control experiment numbers 9 to 16
It shows that the rapid setting property is better compared to the above.

また実験番号3.4.6.7および8では10〜20分
後に於ける貫入深さは対照と同等であるが30〜60分
経過すると差が生じ2本発明の急結剤の有利性が示され
ている。
In addition, in Experiment No. 3.4.6.7 and 8, the penetration depth after 10 to 20 minutes was the same as the control, but after 30 to 60 minutes there was a difference, indicating the advantage of the quick setting agent of the present invention. It is shown.

第1表((於ける凝結物の圧縮強度は5本施工での配合
と異部。細骨材は添加し7ていないが。
The compressive strength of the condensate in Table 1 is different from the composition in the 5-piece construction. Although fine aggregate was not added.

本発明の場合は対照の場合にくらべて同等あるいはそれ
以上の強度である。
The strength in the case of the present invention is equivalent to or higher than that in the control case.

第2表に於ける強度は細骨材として標準砂を用いた場合
の値である1、 表2に示す如く、いずれの場合にもセメント/砂比を為
くすると強度は増加する傾向を示す。
The strength in Table 2 is the value when standard sand is used as the fine aggregate.1 As shown in Table 2, in any case, as the cement/sand ratio is changed, the strength tends to increase. .

同じセメント/砂比に於て対照品と比べた場合には同等
ないし高い値を示す、、 以上茨1.2の如く9本発明の急結剤は、吹付材中のセ
メントに添加して使用した場合にはすぐれた急結性と充
分な圧縮強度を示シフ、従来品。
When compared with a control product at the same cement/sand ratio, it shows the same or higher value. As shown in Ibara 1.2, 9. The quick-setting agent of the present invention is used by adding it to the cement in the spraying material. When compared to conventional products, it shows excellent quick-setting properties and sufficient compressive strength.

市販品等に比べてすぐれたものであることがわかる。It can be seen that it is superior to commercially available products.

特許出願人 日東化学エズ株式会社 f  続  抽  正  S 昭牙口58年 γ月躇 日 特許庁長官 若 杉 和 夫 殿 1、 多件の表示 昭和58年特許願第40g / ’7  号2、発明の
名称 セメント急結剤 3、補正をする者 事件との関係   特許出願人 〒100東京都千代田区丸の内−丁目5番1号4、補正
の対象 明細書の発明の詳細な説明の欄 5、補正の内容 (1)明細書第3頁、第12行に記載の1−硫瞬ナトリ
ウム」を「硫酸アルミニウム・ナトリウム」と補正する
Patent Applicant Nitto Kagaku EZ Co., Ltd. S. 1987 1986 Y/M Director General of the Patent Office Kazuo Wakasugi 1, Multiple Indication 1981 Patent Application No. 40g/'7 2, Invention Name: Cement quick-setting agent 3, Relationship with the case of the person making the amendment Patent applicant: 5-1-4, Marunouchi-chome, Chiyoda-ku, Tokyo 100, Column 5 of the detailed description of the invention in the specification to be amended, Contents (1) "Sodium 1-sulfuric acid hydrate" described on page 3, line 12 of the specification is corrected to "sodium aluminum sulfate."

(2)明#I書第4頁、棺8行に記載の「かつ」を「か
つ」と補正する。
(2) "Katsu" written in page 4 of Book I, line 8 of the coffin is amended to "katsu".

以上that's all

Claims (1)

【特許請求の範囲】[Claims] (イ)アルカリ金属の炭酸塩または/および硫酸塩と←
)可溶性アルミニウム塩まだはマグネシウムの炭酸塩と
から成るセメント急結剤。
(a) Carbonate or/and sulfate of alkali metal ←
) A cement quick setting agent consisting of soluble aluminum salts and still magnesium carbonates.
JP4081783A 1983-03-14 1983-03-14 Cement accelerator Granted JPS59169957A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4081783A JPS59169957A (en) 1983-03-14 1983-03-14 Cement accelerator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4081783A JPS59169957A (en) 1983-03-14 1983-03-14 Cement accelerator

Publications (2)

Publication Number Publication Date
JPS59169957A true JPS59169957A (en) 1984-09-26
JPH0319179B2 JPH0319179B2 (en) 1991-03-14

Family

ID=12591202

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4081783A Granted JPS59169957A (en) 1983-03-14 1983-03-14 Cement accelerator

Country Status (1)

Country Link
JP (1) JPS59169957A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS605050A (en) * 1983-06-22 1985-01-11 脇村 嘉郎 Hydraulic cement quick enhancement and quick enhancing agent
US4979990A (en) * 1986-07-24 1990-12-25 Fosroc International Limited Foamable composition
JP2006225172A (en) * 2005-02-15 2006-08-31 Denki Kagaku Kogyo Kk Spray material and spray construction method using the same
JP2006225171A (en) * 2005-02-15 2006-08-31 Denki Kagaku Kogyo Kk Spray material and spray construction method using the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110981257B (en) * 2019-12-16 2020-12-29 北京科技大学 Alkali-free and chlorine-free concrete accelerator based on magnesium carbonate trihydrate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5016717A (en) * 1973-06-15 1975-02-21
JPS54150369A (en) * 1978-05-17 1979-11-26 Takenaka Komuten Co Solidification of wastes*solidifier and addition aid
JPS5550903A (en) * 1978-10-06 1980-04-14 Sumitomo Metal Ind Ltd Rolling method for wide flange beam
JPS5738354A (en) * 1980-08-13 1982-03-03 Nihon Cement Solidifying material for powdery and muddy substance

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5016717A (en) * 1973-06-15 1975-02-21
JPS54150369A (en) * 1978-05-17 1979-11-26 Takenaka Komuten Co Solidification of wastes*solidifier and addition aid
JPS5550903A (en) * 1978-10-06 1980-04-14 Sumitomo Metal Ind Ltd Rolling method for wide flange beam
JPS5738354A (en) * 1980-08-13 1982-03-03 Nihon Cement Solidifying material for powdery and muddy substance

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS605050A (en) * 1983-06-22 1985-01-11 脇村 嘉郎 Hydraulic cement quick enhancement and quick enhancing agent
US4979990A (en) * 1986-07-24 1990-12-25 Fosroc International Limited Foamable composition
JP2006225172A (en) * 2005-02-15 2006-08-31 Denki Kagaku Kogyo Kk Spray material and spray construction method using the same
JP2006225171A (en) * 2005-02-15 2006-08-31 Denki Kagaku Kogyo Kk Spray material and spray construction method using the same

Also Published As

Publication number Publication date
JPH0319179B2 (en) 1991-03-14

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