JPS5851902B2 - Rapid hardening method of cement - Google Patents
Rapid hardening method of cementInfo
- Publication number
- JPS5851902B2 JPS5851902B2 JP2756276A JP2756276A JPS5851902B2 JP S5851902 B2 JPS5851902 B2 JP S5851902B2 JP 2756276 A JP2756276 A JP 2756276A JP 2756276 A JP2756276 A JP 2756276A JP S5851902 B2 JPS5851902 B2 JP S5851902B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- liquid
- rapid hardening
- weight
- hardening
- 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
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】
本発明は、セメントを数秒から10秒程度でゲル化させ
、特に止水にすぐれた効果を発揮するセメントの急速硬
化法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for rapidly curing cement, which gels cement in a few seconds to about 10 seconds and exhibits particularly excellent water-stopping effects.
従来より止水グラウトとしては主に水ガラス系のものが
採用されているが、施工後のPH管理の問題や地下水の
汚染などの公害発生の問題があるため、最近になって急
硬性セメントグラウトが注目されるようになった。Traditionally, water glass-based grouts have been mainly used as water-stop grouts, but recently rapid hardening cement grouts have been used due to the problems of post-construction PH management and pollution caused by groundwater contamination. has started to attract attention.
しかしながら市販の急硬性セメントあるいはセメント急
硬材を配合したセメントはゲル化時間が早いものは60
秒程度であるために充分のハンドリングタイム(可使時
間)を必要とし、このため流動状態を示す止水等の施工
作業において急速に硬化させることは困難であった。However, commercially available quick-hardening cement or cement containing quick-hardening cement has a quick gelling time of 60%.
Since the curing time is about seconds, sufficient handling time (pot life) is required, and therefore, it is difficult to cure rapidly in construction work such as water stoppage, which is in a fluid state.
この解決のため、セメント急硬材を有効成分とするスラ
リーをA液とし、セメントを有効成分とするスラリーを
B液として別々に調整しておき、施工時に両液を連続的
又は断続的に合流させてセメントを硬化する方法が提案
されているが、この方法においてはA液の練り置き性を
十分にするため、凝結遅延剤の存在は免れず、従って両
液を合流させても前記の問題点の解決は得られなかった
。In order to solve this problem, a slurry containing cement rapidly hardening material as an active ingredient is prepared as Solution A, and a slurry containing cement as an active ingredient is prepared as Solution B, and the two solutions are combined continuously or intermittently during construction. A method has been proposed in which the cement is hardened by letting the liquid mix. However, in this method, the presence of a setting retarder is inevitable in order to ensure that liquid A has sufficient kneading properties. Therefore, even if the two liquids are combined, the above problem does not occur. No point was resolved.
本発明はこれの改良を目的とし、A液の練り置き性を十
分生かし、しかもB液の練り置き性ならびに混練り性に
悪影響を与えないで両液を合流させると数秒から10秒
程度でゲル化する方法を提供するものであり、その要旨
は、B液に、セメントに対して0.5〜5重量%の硫酸
アルミニウムを存在させるものである。The purpose of the present invention is to improve this, by making full use of the kneading properties of Part A, and without adversely affecting the kneading properties and kneading properties of Part B. When both liquids are combined, it gels in about 10 seconds from a few seconds. The gist of the method is to make liquid B contain aluminum sulfate in an amount of 0.5 to 5% by weight based on cement.
以下詳しく本発明の方法について説明する。The method of the present invention will be explained in detail below.
A液に用いるセメント急硬材とは、化学成分としてCa
02A1203およびSO3を有効成分として含有する
ものであり、例えば12CaO・7A403゜11Ca
0・7A1203・CaF2.CaO−Al2O3゜3
CaO−A1203などのカルシウムアルミネートと例
えば石膏類、硫酸ソーダなどの無機硫酸塩との混合物又
はそれらの同時融成物であり、結晶形態の別なく使用で
きるが、特に12 CaO−7A71203または11
Ca0・7A1203・CaF2の組成を有するものを
高温溶融して急冷し無定形化したものと、硬セツコウと
の混合物が最も急硬性が大きい。The cement rapid hardening material used for liquid A contains Ca as a chemical component.
It contains 02A1203 and SO3 as active ingredients, for example, 12CaO・7A403°11Ca
0.7A1203.CaF2. CaO-Al2O3゜3
It is a mixture of calcium aluminate such as CaO-A1203 and an inorganic sulfate such as gypsum or sodium sulfate, or a simultaneous melt thereof, and can be used regardless of crystal form, but in particular 12 CaO-7A71203 or 11
A mixture of a material having a composition of Ca0.7A1203.CaF2 melted at high temperature and then rapidly cooled to form an amorphous material and hard stone has the highest rapid hardening.
カルシウムアルミネートと無機硫酸塩との好ましい割合
は、前者に対して後者が0.5〜1.5重量倍である。A preferred ratio of calcium aluminate and inorganic sulfate is 0.5 to 1.5 times the weight of the latter to the former.
またA液には例えばクエン酸、酒石酸、リンフ酸などの
有機ヒドロキシカルボン酸やショ糖、化学分析に使用さ
れているEDTAならびに炭酸ナトリウム、炭酸カリウ
ムなどの公知の凝結遅延剤の少量を添加しておくことは
、A液の練り置き性を十分にするために好ましいことで
ある。In addition, a small amount of organic hydroxycarboxylic acids such as citric acid, tartaric acid, and phosphoric acid, sucrose, EDTA used in chemical analysis, and known setting retarders such as sodium carbonate and potassium carbonate are added to liquid A. It is preferable to leave the mixture for a while in order to ensure that the liquid A has sufficient kneading properties.
例えば凝結遅延剤として炭酸カリウムとクエン酸とを併
用した場合は、前述のセメント急硬材に対して5重量9
以下、好ましくは0.3〜4重量贅の配合量で、A液を
調整してから少くとも20分間は、適度な流動性を保ち
つつ凝結しないようにできる。For example, when potassium carbonate and citric acid are used together as setting retarders, 5 weight 9
Hereinafter, preferably at a blending amount of 0.3 to 4 weight, liquid A can be prevented from condensing while maintaining appropriate fluidity for at least 20 minutes after being prepared.
次にB液はペースト、モルタル、コンクリートであるが
、これのセメント分に対して0.5〜5重量ぞの硫酸ア
ルミニウムを存在させる。Next, liquid B is a paste, mortar, or concrete, and aluminum sulfate is present in an amount of 0.5 to 5 weight based on the cement content.
その理由はA、B両液の濃度にも関係するが、A、B両
液の流動性を保持できる最大の両液濃度において、0.
5重量%未満では両液を混合しても数秒から10秒程度
でゲル化させることができず、また、5重量贅をこえて
も該急結効果の増大はなく、かえってB液の練り置き安
定性が悪くなるからである。The reason for this is related to the concentration of both A and B, but at the maximum concentration of both A and B that can maintain their fluidity, 0.
If it is less than 5% by weight, even if both liquids are mixed, it will not be possible to gel it in a few seconds to about 10 seconds, and even if it exceeds 5% by weight, the rapid setting effect will not increase, and the kneading of liquid B will be worse. This is because stability deteriorates.
さらには、本発明において硫酸アルミニウムに特定した
理由は、例えば塩化カルシウム、塩化鉄などの無機塩化
物からなる公知のセメント急結剤ではゲル化時間を10
秒程度までに短縮することができないからである。Furthermore, the reason for specifying aluminum sulfate in the present invention is that known cement quick setting agents made of inorganic chlorides such as calcium chloride and iron chloride require gelling time of 10
This is because it cannot be shortened to about seconds.
A、B両液を混合する装置としては、A、B両液を合流
させた後の合流部を極力短かくしたY字管やあるいは二
重管を用いて一方の液を内管に、他方の液を内管と外管
との間隙部に注入し、二重管の先端部もしくは二重管か
ら流れ出た空中部で合流させる二重管工法、さらには2
本のパイプを近接させしかも空中で速やかに合流できる
ように2本のパイプを配置しておく方法などが使用でき
る。As a device for mixing both A and B, use a Y-shaped tube with a short merging section after merging the A and B liquids, or a double tube, with one liquid in the inner tube and the other. A double pipe construction method in which the liquid is injected into the gap between the inner pipe and the outer pipe and merged at the tip of the double pipe or in the air flowing out from the double pipe, and 2
A method such as arranging two pipes so that they are close to each other and can quickly merge in the air can be used.
本発明方法によると、A、B両液を混合すると数秒から
10秒程度でゲル化し、しかも短時間の強度(圧縮)も
硫酸アルミニウムを添加しない場合に比べて2〜3割増
加するので、湧出の大きな止水やコンクリート二次製品
の製造、あるいは吹き付は工法、海底ヘドロ処理等に有
用である。According to the method of the present invention, when both liquids A and B are mixed, they gel in a few seconds to about 10 seconds, and the short-term strength (compression) is increased by 20 to 30% compared to when aluminum sulfate is not added. It is useful for large water stops, production of secondary concrete products, spraying construction methods, seabed sludge treatment, etc.
以下実施例により本発明を説明する。The present invention will be explained below with reference to Examples.
実施例
無定形12Ca0・7A1203と硬セツコウとの等重
量混合物よりなるセメント急硬材、炭酸カリウム対クエ
ン酸の重量比が3二″1である両者の混合物からなる凝
結遅延剤および水を各種割合で混合してA液を調整する
一方、普通ポルトランドセメント、硫酸アルミニウムお
よび水でB液を調整し、A、B両液を混合した後のゲル
化時間を測定した。Example: Cement rapid hardening material consisting of a mixture of equal weights of amorphous 12Ca0/7A1203 and anhydrite, a setting retarder consisting of a mixture of potassium carbonate and citric acid with a weight ratio of 32''1, and water in various proportions. Solution A was prepared by mixing, while solution B was prepared using ordinary Portland cement, aluminum sulfate, and water, and the gelation time after mixing both solutions A and B was measured.
その結果とA、B両液の配合条件を第1表に示す。The results and the blending conditions for both solutions A and B are shown in Table 1.
実験/I61および4は本発明と異る配合である。Experiments/I61 and 4 are formulations different from the present invention.
なお凝結遅延剤の量はセメント急硬材に対する重量%で
あり、硫酸アルミニウムはセメントに対する重量四で示
した。The amount of the setting retarder is expressed as % by weight based on the cement rapid hardening material, and the amount of aluminum sulfate is expressed as 4% by weight based on the cement.
Claims (1)
ント急硬材を有効成分とするスラリーをA液とし、セメ
ントを有効成分とするスラリーをB液として別々に調整
しておき、施工時に両液を合流させてセメントを硬化す
る方法において、B液に、セメントに対して0.5〜5
重量%の硫酸アルミニウムを存在させることを特徴とす
るセメントの急速硬化法。1 Prepare a slurry containing calcium aluminate and inorganic sulfate as an active ingredient as a quick-hardening cement as liquid A, and prepare a slurry containing cement as an active ingredient as liquid B separately, and combine both liquids during construction. In the method of hardening cement, B liquid contains 0.5 to 5
A method for rapid hardening of cement, characterized by the presence of % by weight of aluminum sulfate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2756276A JPS5851902B2 (en) | 1976-03-13 | 1976-03-13 | Rapid hardening method of cement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2756276A JPS5851902B2 (en) | 1976-03-13 | 1976-03-13 | Rapid hardening method of cement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS52110724A JPS52110724A (en) | 1977-09-17 |
| JPS5851902B2 true JPS5851902B2 (en) | 1983-11-18 |
Family
ID=12224468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2756276A Expired JPS5851902B2 (en) | 1976-03-13 | 1976-03-13 | Rapid hardening method of cement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5851902B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56155050A (en) * | 1980-04-25 | 1981-12-01 | Asahi Denka Kogyo Kk | Hydraulic cement retarder |
| JPS59108073A (en) * | 1982-12-14 | 1984-06-22 | Denki Kagaku Kogyo Kk | Liquid accelerator for setting of cement |
| JP2716758B2 (en) * | 1988-11-24 | 1998-02-18 | 電気化学工業株式会社 | Cement admixture |
| JPH07232943A (en) * | 1993-12-22 | 1995-09-05 | Chichibu Onoda Cement Corp | Cement quick-setting material and method for producing hardened cement with addition thereof |
| JP7573634B2 (en) * | 2020-09-18 | 2024-10-25 | デンカ株式会社 | Ready-mixed concrete shipping type rapid hardening concrete material, ready-mixed concrete shipping type rapid hardening concrete composition |
-
1976
- 1976-03-13 JP JP2756276A patent/JPS5851902B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS52110724A (en) | 1977-09-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106946518A (en) | A kind of accelerated cement base infiltration crystallization type selfreparing waterproof material and preparation method thereof | |
| JP3600155B2 (en) | Liquid quick-setting agent, quick-setting cement concrete using the same, and method for producing the same | |
| CN107459278A (en) | A kind of gunite concrete low-alkali liquid quick-setting agent and preparation method thereof | |
| CN114573267A (en) | Alkali-free, chlorine-free and fluorine-free environment-friendly liquid accelerator, preparation method and application thereof | |
| JPS5851902B2 (en) | Rapid hardening method of cement | |
| JPH0579621B2 (en) | ||
| JP2018002524A (en) | Early-strength admixture for secondary product and early-strength concrete for secondary product | |
| JP7786877B2 (en) | Ground grouting agent and ground grouting method using same | |
| JPS6216991B2 (en) | ||
| JPH0415273B2 (en) | ||
| JP3549620B2 (en) | Underwater grouting material and underwater grouting method using the same | |
| SU1648920A1 (en) | Concrete mix | |
| JP2017047640A (en) | Method of adding a setting accelerator to a cement composition | |
| JPS59121144A (en) | Retarder and cement rapid setting process therewith | |
| CN117945684B (en) | Synergist using incineration fly ash to improve the early-strength performance of quick-setting agent in low-temperature and stagnant water environment, preparation method and application thereof | |
| JP7503471B2 (en) | Injection material | |
| JP7473604B2 (en) | Spraying materials and spraying methods | |
| JP2929352B2 (en) | Chemical solution for soil stabilization and ground stabilization method using it | |
| JPS6115114B2 (en) | ||
| CN109665768A (en) | A kind of concrete drain tile surface coating material and preparation method thereof | |
| SU1054321A1 (en) | Complex additive for concrete mix and mortar | |
| JPH06263498A (en) | Setting retarder and method for constructing fast-setting concrete using the same | |
| JP3095431B2 (en) | Hardener composition for preparing ground injection chemical, method of preparing ground injection, and method of injecting chemical into ground | |
| JP2929353B2 (en) | Chemical solution for soil stabilization and ground stabilization method using it | |
| JPH06127991A (en) | Injection material |