JPH0761846A - Highly hydrated active substance, quick setting material for cement and method for accelerating setting and hardening of concrete or mortar - Google Patents
Highly hydrated active substance, quick setting material for cement and method for accelerating setting and hardening of concrete or mortarInfo
- Publication number
- JPH0761846A JPH0761846A JP5209630A JP20963093A JPH0761846A JP H0761846 A JPH0761846 A JP H0761846A JP 5209630 A JP5209630 A JP 5209630A JP 20963093 A JP20963093 A JP 20963093A JP H0761846 A JPH0761846 A JP H0761846A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- cao
- parts
- zno
- bao
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B7/00—Hydraulic cements
- C04B7/345—Hydraulic cements not provided for in one of the groups C04B7/02 - C04B7/34
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
- C04B22/0086—Seeding materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Inorganic Compounds Of Heavy Metals (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】
【目的】この発明は、セメントペ−スト、モルタル、コ
ンクリ−トの凝結、硬化を著しく促進させるセメント用
急結材、その主成分である高水和活性物質およびモルタ
ル、コンクリ−トの凝結、硬化を促進する方法を得よう
とするものである。
【構成】CaO−ZnO−Al2 O3 系組成物を溶融後
急冷したもので、CaOとZnOとAl2 O3 の合量に
対してCaOが10〜79重量%、ZnOが1〜30重
量%、Al2 O3 が20〜60重量%で、かつCaOと
ZnOの合量が40〜80重量%である高水和活性物質
である。(57) [Summary] [Object] The present invention provides a cement quick-setting material that significantly accelerates the setting and hardening of cement paste, mortar and concrete, the main components of which are highly hydrated active substances and mortar and concrete. -To obtain a method for accelerating the setting and hardening of the grate. [Structure] A CaO-ZnO-Al 2 O 3 system composition is melted and then rapidly cooled. CaO is 10 to 79% by weight and ZnO is 1 to 30% by weight based on the total amount of CaO, ZnO and Al 2 O 3. %, Al 2 O 3 is 20 to 60% by weight, and the total amount of CaO and ZnO is 40 to 80% by weight.
Description
【0001】[0001]
【産業上の利用分野】この発明は、セメントの急結材に
用いられる高水和活性物、セメント用急結材およびこの
セメント用急結材を用いてコンクリ−トまたはモルタル
の凝結、硬化を促進する方法に関する。BACKGROUND OF THE INVENTION The present invention relates to a highly hydrated active substance used as a quick-setting material for cement, a quick-setting material for cement, and the setting and hardening of concrete or mortar using the quick-setting material for cement. Regarding how to promote.
【0002】[0002]
【従来の技術】水和活性に優れた混和材をセメントに混
合することによって、セメントの硬化、凝結速度を調整
することができ、これによりコンクリ−トやモルタルの
初期強度を著しく高めたり、凝結時間を極端に短くする
ことが出来る。また、これを用いてトンネルの天井部、
橋台下などの天板にコンクリ−トやモルタルを吹き付け
る、いわゆる吹付け工法が広く行われている。2. Description of the Related Art By mixing an admixture having an excellent hydration activity with cement, the hardening and setting speed of the cement can be adjusted, whereby the initial strength of concrete and mortar can be remarkably increased and the setting can be improved. The time can be extremely shortened. Also, using this, the ceiling of the tunnel,
A so-called spraying method is widely used, in which concrete or mortar is sprayed on the top plate under the abutment.
【0003】このためのセメント用急結材として、従来
から様々なものが存在している。吹付工事に使用する流
動性コンクリ−トとして必要な特性は、付着性が良好で
跳ね返りが少ないこと、コンクリ−トの凝結が早く付着
後直ちに硬化すること、芯材となる鋼材を腐食させない
ことなどが上げられる。As a quick-setting material for cement for this purpose, various materials have been conventionally available. The characteristics required as a fluid concrete used for spraying work are that it has good adhesion and little bounce, that the concrete quickly sets and then hardens immediately after adhesion, and that it does not corrode the steel that is the core material. Can be raised.
【0004】すでに公知の多くのセメント用急結材を大
別すると、水ガラスを主体とするもの、アルミン酸塩を
主体とするもの、か焼明ばん石を主体としたものなどが
ある。しかしながら、水ガラスを主体とするものは、硬
化後のコンクリ−トの強度が向上せず長期安定性が不十
分で、しかもアルカリ量も多くアルカリ公害を生じる恐
れがある。A large number of known quick-setting cement materials are roughly classified into water glass-based ones, aluminate-based ones, and calcined albite-based ones. However, those mainly composed of water glass have insufficient strength of the concrete after curing and insufficient long-term stability, and also have a large amount of alkali, which may cause alkali pollution.
【0005】また、アルミン酸ソ−ダと炭酸ソ−ダとか
らなる急結材は、その添加量の変動により凝結時間、初
期強度が大きく変化し、品質が安定しないという問題点
が指摘されている。また、これは吸湿性が高く、アルカ
リ量も多く長期安定性にも問題があった。か焼明ばん石
を主体とするものは、付着性が低く初期強度発現性も低
い。また通常では特に問題を生じるないが、厳冬期に急
結性能が低下するもの、硬化後の強度発現に特に問題の
あるセメント用急結材などもある。Further, it has been pointed out that the quick-setting material composed of soda aluminate and soda carbonate has a problem that the setting time and the initial strength are largely changed due to the change of the addition amount and the quality is not stable. There is. Further, it has a high hygroscopicity, a large amount of alkali, and has a problem in long-term stability. Those mainly composed of calcined alum have low adhesion and low initial strength development. In addition, although there is usually no particular problem, there are also quick-setting materials for cement which have a poor quick-setting performance in the severe winter season, and quick-setting materials for cement which have particular problems in developing strength after curing.
【0006】[0006]
【発明が解決しようとする課題】この発明は、セメント
ペ−スト、モルタル、コンクリ−トの凝結、硬化を著し
く促進させるセメント用急結材、その主成分である高水
和活性物質およびモルタル、コンクリ−トの凝結、硬化
を促進する方法を得ようとするものである。DISCLOSURE OF THE INVENTION The present invention is directed to a cement quick-setting material which significantly accelerates the setting and hardening of cement paste, mortar and concrete, the main components of which are highly hydrated active substances and mortar and concrete. -To obtain a method for accelerating the setting and hardening of the grate.
【0007】[0007]
【課題を解決するための手段】この発明は、CaO−Z
nO−Al2 O3 系組成物を溶融後急冷したもので、C
aOとZnOとAl2 O3 の合量に対してCaOが10
〜79重量%、ZnOが1〜30重量%、Al2 O3 が
20〜60重量%で、かつCaOとZnOの合量が40
〜80重量%である高水和活性物質(請求項1)、Ca
O−ZnO−Al2 O3 系組成物を溶融後急冷したもの
で、CaOとZnOとAl2 O3 の合量に対してCaO
が10〜79重量%、ZnOが1〜30重量%、Al2
O3 が20〜60重量%で、かつCaOとZnOの合量
が40〜80重量%である高水和活性物質に対して、石
こう、石灰、炭酸アルカリ、アルミン酸ソ−ダおよび水
酸化アルミニウムの中の少なくとも1種を混合したセメ
ント用急結材(請求項2)CaO−ZnO−Al2 O3
系組成物を溶融後急冷したもので、CaOとZnOとA
l2 O3 の合量に対してCaOが10〜79重量%、Z
nOが1〜30重量%、Al2 O3 が20〜60重量%
で、かつCaOとZnOの合量が40〜80重量%であ
る高水和活性物質に対し、この高水和活性物質の中のC
aOとZnOとAl2 O3 の合量100重量部に対し、
石こうを5〜35重量部、石灰を5〜40重量部、炭酸
アルカリを5〜50重量部、アルミン酸ソ−ダを10〜
50重量部添加したセメント用急結材(請求項3)、C
aO−ZnO−Al2 O3 系組成物を溶融後急冷したも
ので、CaOとZnOとAl2 O3 の合量に対してCa
Oが10〜79重量%、ZnOが1〜30重量%、Al
2 O3 が20〜60重量%で、かつCaOとZnOの合
量が40〜80重量%である高水和活性物質に対し、こ
の高水和活性物質の中のCaOとZnOとAl2 O3 の
合量100重量部に対し、石こうを5〜35重量部、石
灰を5〜40重量部、炭酸アルカリを5〜50重量部、
アルミン酸ソ−ダを10〜50重量部、水酸化アルミニ
ウムを25重量部以下添加したセメント用急結材(請求
項4)、コンクリ−トまたはモルタルを混練する際に、
請求項2ないし4のいずれかに記載したセメント用急結
材をセメントに対し2〜25重量%添加することを特徴
とするコンクリ−トまたはモルタルの凝結、硬化を促進
する方法(請求項5)、CaO−BaO−Al2 O3系
組成物を溶融後急冷したもので、CaOとBaOとAl
2 O3 の合量に対してCaOが10〜79重量%、Ba
Oが1〜30重量%、Al2 O3 が20〜60重量%
で、かつCaOとBaOの合量が40〜80重量%であ
る高水和活性物質(請求項6)、CaO−BaO−Al
2 O3 系組成物を溶融後急冷したもので、CaOとBa
OとAl2 O3 の合量に対してCaOが10〜79重量
%、BaOが1〜30重量%、Al2 O3 が20〜60
重量%で、かつCaOとBaOの合量が40〜80重量
%である高水和活性物質に対して、石こう、石灰、炭酸
アルカリ、アルミン酸ソ−ダおよび水酸化アルミニウム
の中の少なくとも1種を混合したセメント用急結材(請
求項7)、CaO−BaO−Al2 O3 系組成物を溶融
後急冷したもので、CaOとBaOとAl2 O3 の合量
に対してCaOが10〜79重量%、BaOが1〜30
重量%、Al2 O3 が20〜60重量%で、かつCaO
とBaOの合量が40〜80重量%である高水和活性物
質に対し、この高水和活性物質の中のCaOとBaOと
Al2 O3 の合量100重量部に対し、石こうを5〜3
5重量部、石灰を5〜40重量部、炭酸アルカリを5〜
50重量部、アルミン酸ソ−ダを10〜50重量部添加
したセメント用急結材(請求項8)、CaO−BaO−
Al2 O3 系組成物を溶融後急冷したもので、CaOと
BaOとAl2 O3 の合量に対してCaOが10〜79
重量%、BaOが1〜30重量%、Al2 O3 が20〜
60重量%で、かつCaOとBaOの合量が40〜80
重量%である高水和活性物質に対し、この高水和活性物
質の中のCaOとBaOとAl2 O3 の合量100重量
部に対し、石こうを5〜35重量部、石灰を5〜40重
量部、炭酸アルカリを5〜50重量部、アルミン酸ソ−
ダを10〜50重量部、水酸化アルミニウムを25重量
部以下添加したセメント用急結材(請求項9)およびコ
ンクリ−トまたはモルタルを混練する際に、請求項7な
いし9のいずれかに記載したセメント用急結材をセメン
トに対し2〜25重量%添加することを特徴とするコン
クリ−トまたはモルタルの凝結、硬化を促進する方法
(請求項10)である。The present invention is a CaO-Z
The nO-Al 2 O 3 composition was melted and then rapidly cooled.
CaO is 10 with respect to the total amount of aO, ZnO and Al 2 O 3.
˜79 wt%, ZnO is 1 to 30 wt%, Al 2 O 3 is 20 to 60 wt%, and the total amount of CaO and ZnO is 40.
~ 80% by weight of highly hydrated active substance (claim 1), Ca
A composition obtained by melting an O—ZnO—Al 2 O 3 composition and then rapidly cooling it, and CaO with respect to the total amount of CaO, ZnO, and Al 2 O 3.
Is 10 to 79% by weight, ZnO is 1 to 30% by weight, Al 2
Gypsum, lime, alkali carbonate, soda aluminate and aluminum hydroxide for highly hydrated active substances having O 3 of 20 to 60% by weight and CaO and ZnO of 40 to 80% by weight in total. A quick-setting material for cement in which at least one of the above is mixed (claim 2) CaO-ZnO-Al 2 O 3
The system composition was melted and then rapidly cooled. CaO, ZnO and A
10 to 79% by weight of CaO with respect to the total amount of l 2 O 3 , Z
nO is 1 to 30% by weight, Al 2 O 3 is 20 to 60% by weight
And the total amount of CaO and ZnO is 40 to 80% by weight for the highly hydrated active substance,
For 100 parts by weight of the total amount of aO, ZnO and Al 2 O 3 ,
Gypsum 5 to 35 parts by weight, lime 5 to 40 parts by weight, alkali carbonate 5 to 50 parts by weight, sodium aluminate 10 to 10 parts by weight.
Quick-setting material for cement added with 50 parts by weight (claim 3), C
An aO-ZnO-Al 2 O 3 composition was melted and then rapidly cooled, and Ca was added to the total amount of CaO, ZnO, and Al 2 O 3.
O is 10 to 79% by weight, ZnO is 1 to 30% by weight, Al
In 2 O 3 is 20 to 60 wt%, and CaO and the total content of ZnO is to Kazu Takamizu active substance is 40 to 80 wt%, CaO, ZnO and Al 2 O in the Kazu Takamizu active substance 5 to 35 parts by weight of gypsum, 5 to 40 parts by weight of lime, 5 to 50 parts by weight of alkali carbonate, and 100 parts by weight of the total amount of 3 ;
When kneading a rapid-setting cement material (claim 4), concrete or mortar containing 10 to 50 parts by weight of sodium aluminate and 25 parts by weight or less of aluminum hydroxide,
A method for accelerating the setting and hardening of concrete or mortar, which comprises adding 2 to 25% by weight to the cement of the quick setting material for cement according to any one of claims 2 to 4 (claim 5). , CaO-BaO-Al 2 O 3 composition was melted and then rapidly cooled.
10 to 79% by weight of CaO with respect to the total amount of 2 O 3 , Ba
1 to 30 wt% O, 20 to 60 wt% Al 2 O 3
And a highly hydrated active substance having a total content of CaO and BaO of 40 to 80% by weight (claim 6), CaO-BaO-Al.
2 O 3 composition is melted and quenched, and CaO and Ba
10 to 79% by weight of CaO, 1 to 30% by weight of BaO, and 20 to 60% of Al 2 O 3 with respect to the total amount of O and Al 2 O 3.
At least one of gypsum, lime, alkali carbonate, soda aluminate and aluminum hydroxide with respect to the highly hydrated active substance having a total content of CaO and BaO of 40 to 80% by weight. A rapid binding material for cement (Claim 7), which is mixed with CaO-BaO-Al 2 O 3 composition, is melted and then rapidly cooled, and CaO is 10 with respect to the total amount of CaO, BaO and Al 2 O 3. ~ 79 wt%, BaO 1-30
% By weight, 20-60% by weight of Al 2 O 3 , and CaO
For a highly hydrated active substance having a total content of 40 to 80% by weight and BaO, 5 gypsum was added to 100 parts by weight of the total amount of CaO, BaO and Al 2 O 3 in the highly hydrated active substance. ~ 3
5 parts by weight, 5 to 40 parts by weight of lime, 5 to 5 parts of alkali carbonate
50 parts by weight, 10 to 50 parts by weight of sodium aluminate, a quick-setting cement material (claim 8), CaO-BaO-
Which was quenched after melting the Al 2 O 3 based compositions, CaO against the total amount of CaO and BaO, Al 2 O 3 is 10 to 79
% By weight, 1 to 30% by weight of BaO, 20 to 20% of Al 2 O 3.
60 wt% and the total amount of CaO and BaO is 40-80
To 100% by weight of the total amount of CaO, BaO and Al 2 O 3 in the highly hydrated active substance, the gypsum is 5 to 35 parts by weight and the lime is 5 to 5% by weight. 40 parts by weight, 5 to 50 parts by weight of alkali carbonate, sodium aluminate
10. When kneading a quick-setting admixture for cement (claim 9) containing 10 to 50 parts by weight of da and 25 parts by weight or less of aluminum hydroxide, and concrete or mortar, the method according to claim 7 or 9. The method for accelerating the setting and hardening of concrete or mortar is characterized by adding 2 to 25% by weight of the above-mentioned quick-setting material for cement to the cement (claim 10).
【0008】上記発明の中、請求項1〜5は高水和活性
物質として共通してCaO−ZaO−Al2 O3 系組成
物を用いたのに対し、請求項6〜10では高水和活性物
質としてCaO−BaO−Al2 O3 系組成物を用いた
点で相違しその他の点では同一である。In the above inventions, claims 1 to 5 use a CaO-ZaO-Al 2 O 3 composition in common as a highly hydrated active substance, whereas claims 6 to 10 highly hydrate. The difference is that a CaO—BaO—Al 2 O 3 based composition is used as the active substance, and the other points are the same.
【0009】まず請求項1の高水和活性物質は、CaO
−ZnO−Al2 O3 系組成物を溶融後急冷したもの
で、CaOとZnOとAl2 O3 の合量に対して、Ca
Oが10〜79重量%、ZnOが1〜30重量%、Al
2 O3 が20〜60重量%で、かつCaOとZnOの合
量を40〜80重量%としたものである。この高水和活
性物質は、外に微量成分として、Na2 O、K2 、O、
MgO、Fe2 O3 などを5%程度含有していてもよ
い。First, the highly hydrated active substance according to claim 1 is CaO.
-ZnO-Al 2 O 3 composition was melted and quenched, and CaO, ZnO, and Al 2 O 3 were mixed with Ca.
O is 10 to 79% by weight, ZnO is 1 to 30% by weight, Al
2 O 3 is 20 to 60% by weight, and the total amount of CaO and ZnO is 40 to 80% by weight. This highly hydrated active substance is used as a minor component in addition to Na 2 O, K 2 , O,
MgO, may contain about 5% and Fe 2 O 3.
【0010】この高水和活性物質は、CaO,Al2 O
3 ,ZnO原料を電気炉などで溶融し、その後室温まで
急冷することによって得られる。原料は完全に溶融され
たのち急冷され非晶質となることが好ましい。急冷速度
は早いほど好ましく、例えば300〜1000℃/秒で
冷却する。溶融後急冷したものはその全体が非晶質であ
ることが好ましいが、一部に結晶質を含むものがあって
もよい。 この高水和活性物質は、主にセメント用急結
材の主成分として用いられるが、外に他の成分とともに
セメントモルタルやコンクリ−トの速効性混和材として
用いられる。こうした用途の場合、セメントへの添加量
は併用する添加材の種類、量などによって異なるが1〜
40%、好ましくは5〜25%である。This highly hydrated active substance is CaO, Al 2 O.
3 , obtained by melting the ZnO raw material in an electric furnace or the like and then rapidly cooling it to room temperature. It is preferable that the raw material is completely melted and then rapidly cooled to become amorphous. The faster the quenching rate, the more preferable. For example, cooling is performed at 300 to 1000 ° C./sec. It is preferable that the whole that is rapidly cooled after melting is amorphous, but some may contain a crystal. This highly hydrated active substance is mainly used as a main component of a quick-setting admixture for cement, but is also used as a fast-acting admixture for cement mortar and concrete together with other components. In such applications, the amount added to cement will vary depending on the type and amount of the additive used in combination, but
It is 40%, preferably 5 to 25%.
【0011】請求項6は上記請求項1の発明のZnOの
代わりにBaOを用いたものであるが、その用途、製法
などは請求項1の場合と同様である。これらの発明で、
ZnOまたはBaOが30重量%を超えると、水和活性
が低下する。また、ZnOまたはBaOが1重量%未満
ではCaO−Al2 O3 系組成物から十分なCa2+,A
l3+イオンを溶出させることが出来ず、優れた急結性を
得ることができない。ZnOまたはBaOの更に好まし
い配合比は5〜15重量%である。In claim 6, BaO is used in place of ZnO in the invention of claim 1, but the use and manufacturing method thereof are the same as in claim 1. With these inventions,
When ZnO or BaO exceeds 30% by weight, the hydration activity decreases. Further, when the content of ZnO or BaO is less than 1% by weight, the CaO-Al 2 O 3 based composition has sufficient Ca 2+ , A
The l 3+ ion cannot be eluted and an excellent quick-setting property cannot be obtained. A more preferable compounding ratio of ZnO or BaO is 5 to 15% by weight.
【0012】さらに、CaOは10〜79重量%とす
る。またAl2 O3 は20〜60重量%とする。CaO
およびAl2 O3 がこれらの範囲の場合、必要なC
a2+,Al3+イオンの溶出が生じ、急結性を示すに必要
な水和活性を得ることが出来る。また、CaOが79%
重量%を超える場合には溶融物中に生石灰が生じ水和発
熱量は増加するが急結性は低下する。Further, CaO is 10 to 79% by weight. Further, Al 2 O 3 is 20 to 60% by weight. CaO
And Al 2 O 3 is in these ranges, the required C
Elution of a 2+ and Al 3+ ions occurs, and the hydration activity necessary for exhibiting rapid binding property can be obtained. Also, CaO is 79%
If it exceeds 5% by weight, quick lime is generated in the melt to increase the heat of hydration, but the quick-setting property decreases.
【0013】上記発明の特徴は、CaO−Al2 O3 に
ZnOまたはBaOを添加した組成物として、急結性を
得るのに必要なCa2+,Al3+イオンの溶出が容易にな
るように材料設計したことであるが、そのためには、上
記要件に加えさらにCaOとBaOまたはZnOの合量
が40〜80重量%であることが必要である。これが4
0重量%未満でではアルミン酸カルシウムの水和活性が
低下して急結性が低下する。CaOとZnOの合量、或
いはCaOとBaOの合量が多い程優れた水和活性を示
すが、これがあまり多いとAl2 O3 の配合比が少なく
なるのでその上限は80重量%とする。またその下限は
40重量%である。CaOとZnOの合量、或いはCa
OとBaOの合量のさらに好ましい範囲は60〜80重
量%である。A feature of the above invention is that a composition obtained by adding ZnO or BaO to CaO-Al 2 O 3 facilitates the elution of Ca 2+ and Al 3+ ions necessary for obtaining quick-setting properties. In addition to the above requirements, the total amount of CaO and BaO or ZnO must be 40 to 80% by weight. This is 4
If it is less than 0% by weight, the hydration activity of calcium aluminate is lowered and the quick setting property is lowered. The higher the total amount of CaO and ZnO or the higher total amount of CaO and BaO, the more excellent the hydration activity is. However, if the total amount is too large, the compounding ratio of Al 2 O 3 decreases, so the upper limit is 80% by weight. The lower limit is 40% by weight. The total amount of CaO and ZnO, or Ca
A more preferable range of the total amount of O and BaO is 60 to 80% by weight.
【0014】こうして得られたZnまたはBa添加アル
ミン酸カルシウムの高水和活性物質は、後記実験例が示
すように溶融アルミン酸カルシウムや焼結アルミン酸カ
ルシウムよりも水和活性が著しく顕著である。しかしな
がら、これがセメント用急結材として使用されるために
は、さらに所定の石こう、石灰、炭酸アルカリ、アルミ
ン酸ソ−ダ、更には水酸化アルミニウムの中の少なくと
も1種を添加する。請求項2はこれらの副材を添加した
ものである。The highly hydrated active substance of Zn or Ba-added calcium aluminate thus obtained has remarkably remarkable hydration activity as compared with molten calcium aluminate and sintered calcium aluminate, as shown in the experimental examples described later. However, in order to use it as a quick-setting material for cement, at least one of predetermined gypsum, lime, alkali carbonate, sodium aluminate, and aluminum hydroxide is further added. The second aspect is the addition of these auxiliary materials.
【0015】なお、請求項7は上記請求項2の発明のZ
nOの代わりにBaOを用いたものである。その他の点
では請求項2と同様である。請求項3は、高水和活性物
質に添加される石こう、石灰、炭酸アルカリ、アルミン
酸ソ−ダの量を特定したものである。A seventh aspect of the present invention is the Z of the second aspect of the invention.
BaO is used instead of nO. The other points are the same as in claim 2. Claim 3 specifies the amounts of gypsum, lime, alkali carbonate, and sodium aluminate added to the highly hydrated active substance.
【0016】石こうは、エトリンガイドおよびモノサル
フェ−ト水和物の生成のバランスを図るものであり、水
不溶性のII型無水石こうが最も好ましい。その添加量は
使用温度によって異なるが、上記高水和活性物質の中
の、CaOとZnOとAl2 O3 の合量(以下「三成分
の合量」という)100重量部に対し5〜35重量部の
範囲とする。使用温度が5〜10℃では石こうの配合比
は5〜10重量部が好ましい。低温度使用の場合、これ
が5重量部未満或いは10重量部以上となるとエトリン
ガイドの生成量が低く、強度発現性が低くなる恐れがあ
るので上記範囲が好ましい。使用温度が10〜30℃で
は、石こうは10〜20部重量部、使用温度が30℃以
上の場合は20〜35重量部でさらに良好な急結性を示
す。Gypsum balances the formation of ethrin guide and monosulfate hydrate, water-insoluble type II anhydrous gypsum being most preferred. The addition amount varies depending on the use temperature, but is 5 to 35 with respect to 100 parts by weight of the total amount of CaO, ZnO, and Al 2 O 3 (hereinafter referred to as the “total amount of three components”) in the above-mentioned highly hydrated active substance. The range is parts by weight. When the working temperature is 5 to 10 ° C, the compounding ratio of gypsum is preferably 5 to 10 parts by weight. In the case of using at low temperature, if it is less than 5 parts by weight or more than 10 parts by weight, the amount of ethrin guide produced is low and the strength development may be low, so the above range is preferable. When the use temperature is 10 to 30 ° C, gypsum shows 10 to 20 parts by weight, and when the use temperature is 30 ° C or higher, the gypsum shows 20 to 35 parts by weight, and further shows quick setting property.
【0017】石灰は実質上80%以上CaOまたはCa
(OH)となり、エトリンガイドの生成量および生成速
度を制御する重要な役割を果たす。その配合比は、上記
三成分の合量100重量部に対し5〜40重量部の範囲
とする。これが40重量部を超えると強度発現が低下
し、またこれが5重量部未満では十分な急結性を示さな
い。石灰は生石灰を用いる場合は、硬焼としてCa2+イ
オンの溶出を極力低下させたものが良好な性能を示す。Lime is substantially 80% or more of CaO or Ca.
It becomes (OH) and plays an important role in controlling the production amount and production rate of the ethrin guide. The compounding ratio is in the range of 5 to 40 parts by weight based on 100 parts by weight of the total amount of the above three components. When it exceeds 40 parts by weight, the strength development decreases, and when it is less than 5 parts by weight, sufficient quick-setting property is not exhibited. When quick lime is used as the lime, it is hard-cooked to reduce the elution of Ca 2+ ions as much as possible, which shows good performance.
【0018】炭酸アルカリ金属塩は、炭酸リチウム、炭
酸ソ−ダ、炭酸カルシウムなどで、急結性を付与する場
合の補完的役割を果たす副材で、三成分の合量100重
量部に対し5〜50重量部とする。これが5重量部未満
ではAl2 O3 イオンの溶出を増進することができず、
十分な急結性を示さない。またこれが50重量部を超え
ると長期強度および耐久性は低下し好ましくない。The alkali metal carbonate is an auxiliary material such as lithium carbonate, soda carbonate, calcium carbonate, etc., which plays a complementary role in imparting quick setting property, and is 5 parts per 100 parts by weight of the total amount of the three components. To 50 parts by weight. If this is less than 5 parts by weight, the elution of Al 2 O 3 ions cannot be enhanced,
It does not show sufficient quick-setting property. If it exceeds 50 parts by weight, long-term strength and durability are deteriorated, which is not preferable.
【0019】さらにアルミン酸ソ−ダを、三成分の合量
100重量部に対し10〜50重量部配合する。これが
5重量部未満では急結性が低下し、またこれが50重量
部を超えると耐久性が低下する。Further, 10 to 50 parts by weight of sodium aluminate is added to 100 parts by weight of the total amount of the three components. If it is less than 5 parts by weight, the quick-setting property will be deteriorated, and if it exceeds 50 parts by weight, the durability will be deteriorated.
【0020】なお、請求項8は上記請求項3の発明のZ
nOの代わりにBaOを用いたものである。その他の点
では請求項3と同様である。請求項4は請求項3の発明
に水酸化アルミニウムを25重量部以下添加したもので
ある。これによりさらに急結性を向上することができ
る。水酸化アルミニウムは、アルミン酸ソ−ダの配合比
が多い場合は可溶性アルミニウムが多く必要としない。
アルミン酸ソ−ダの配合比が15重量%以下のときは、
使用すると良好な結果が得られる。また水酸化アルミニ
ウムの配合比は、使用温度が20℃以下のときは10〜
20重量部、20℃以上のときは10重量部未満として
使用することが好ましい。The eighth aspect of the present invention is the Z of the third aspect of the invention.
BaO is used instead of nO. The other points are the same as in claim 3. A fourth aspect of the invention is that the aluminum hydroxide is added to the invention of the third aspect in an amount of 25 parts by weight or less. This can further improve the quick-setting property. Aluminum hydroxide does not require much soluble aluminum when the compounding ratio of sodium aluminate is large.
When the blending ratio of soda aluminate is 15% by weight or less,
Good results are obtained when used. The compounding ratio of aluminum hydroxide is 10 when the working temperature is 20 ° C or lower.
It is preferably 20 parts by weight and less than 10 parts by weight when the temperature is 20 ° C. or higher.
【0021】なお、請求項9は上記請求項4の発明のZ
nOの代わりにBaOを用いたものである。その他の点
では請求項4と同様である。請求項5の発明は、コンク
リ−トまたはモルタルを混練する際に、請求項2ないし
4のいずれかに記載のセメント用急結材をセメントに対
し2〜25重量部添加するものである。A ninth aspect of the invention is the Z of the fourth aspect of the invention.
BaO is used instead of nO. The other points are the same as in claim 4. The invention of claim 5 is such that when the concrete or mortar is kneaded, 2 to 25 parts by weight of the quick-setting cement for cement according to any one of claims 2 to 4 is added to the cement.
【0022】即ち、請求項2ないし4のいずれかに記載
の急結材を、セメントに予め混合しておかないで、コン
クリ−トまたはモルタルの混練に際して添加してコンク
リ−トまたはモルタルの凝結、硬化を促進する方法であ
る。この方法は通常、コンクリ−トまたはモルタルの吹
付けで行われるものであるが、この発明はこうした場合
に用いる急結材を請求項2ないし4のいずれかに記載し
たものを用い、かつセメントに対し2〜25重量%添加
するというものである。これが2重量%未満では凝結、
硬化速度が遅く吹付け工事用としては十分でなく、また
これが25重量%を超えると長期強度の低下やコスト高
となって好ましくない。なお、請求項10は上記請求項
5の発明のZnOの代わりにBaOを用いたものであ
る。その他の点では請求項5と同様である。That is, the quick-setting material according to any one of claims 2 to 4 is added to the cement or the mortar during the kneading of the concrete or the mortar without being premixed with the cement, and the concrete or the mortar is condensed. This is a method of promoting curing. This method is usually carried out by spraying concrete or mortar, but the present invention uses the quick-setting material used in such a case as described in any one of claims 2 to 4 and cement. 2 to 25% by weight is added. If this is less than 2% by weight, condensation
The curing speed is slow and it is not sufficient for spraying work, and if it exceeds 25% by weight, the long-term strength is lowered and the cost is increased, which is not preferable. In the tenth aspect, BaO is used in place of the ZnO of the fifth aspect of the invention. The other points are the same as in claim 5.
【0023】[0023]
(実施例1〜17,比較例1〜6)表1に示す各種Ca
O−ZnO−Al2 O3 組成物を、電気炉で1800℃
で全溶融し、ついでこれを風冷し常温とした。このもの
の水和発熱量を微小発熱量計を用いて測定し、1時間ま
での積算水和発熱量を測定した。結果を表1に示した。
なお、表1には本発明の範囲外の組成およびZnO無添
加のアルミン酸カルシウムを比較例1〜6として示し
た。(Examples 1 to 17, Comparative Examples 1 to 6) Various Ca shown in Table 1
The O—ZnO—Al 2 O 3 composition was heated at 1800 ° C. in an electric furnace.
Completely melted, and then air-cooled to normal temperature. The calorific value of hydration of this product was measured using a micro calorimeter, and the cumulative calorific value of hydration up to 1 hour was measured. The results are shown in Table 1.
In Table 1, compositions outside the scope of the present invention and calcium aluminate without ZnO are shown as Comparative Examples 1 to 6.
【0024】[0024]
【表1】 [Table 1]
【0025】表1から分かるように、この発明で用いる
Zn添加アルミン酸カルシウムは、Zn無添加のものに
比べ、また本発明の範囲外のものと比べ、1時間までの
水和発熱量が非常に大きく水和活性が顕著であることが
認められる。 (実施例18〜34,比較例7〜9)表2に示す各種C
aO−BaO−Al2 O3 組成物を、実施例1〜17と
同様にして全溶融し、ついでこれを風冷し常温とした。
このものの水和発熱量を同様にして測定し、1時間まで
の積算水和発熱量を測定した。結果を表2に示した。な
お、表2にはこの発明の範囲外のものを比較例7〜9と
して示した。As can be seen from Table 1, the Zn-added calcium aluminate used in the present invention has an extremely high heat value of hydration up to 1 hour as compared with those without Zn and those outside the scope of the present invention. It is recognized that the hydration activity is large and remarkable. (Examples 18 to 34, Comparative Examples 7 to 9) Various Cs shown in Table 2
The aO-BaO-Al 2 O 3 composition, totally melted in the same manner as in Example 1 to 17, which was then the room temperature cooled air.
The calorific value of hydration of this product was measured in the same manner, and the cumulative calorific value of hydration up to 1 hour was measured. The results are shown in Table 2. In Table 2, those outside the scope of the present invention are shown as Comparative Examples 7-9.
【0026】[0026]
【表2】 [Table 2]
【0027】表2から分かるように、この発明で用いる
バリウム添加アルミン酸カルシウムは、比較例のものと
比べ、1時間までの水和発熱量が非常に大きく水和活性
が顕著であることが認められる。 (実施例35〜82、比較例10〜18)上記実施例1
〜17および18〜34で得られた各種のCaO−Zn
O−Al2 O3 系組成物またはCaO−BaO−Al2
O3 系組成物の高水和活性物を用い、これに表3〜表6
に示す割合で無水石こう、生石灰、水酸化アルミニウ
ム、炭酸ソ−ダおよびアルミン酸ソ−ダを配合して急結
材とした。これらを表3〜6に示した。As can be seen from Table 2, the barium-added calcium aluminate used in the present invention has a very large hydration calorific value up to 1 hour and a remarkable hydration activity as compared with those of the comparative examples. To be (Examples 35 to 82, Comparative Examples 10 to 18) Above Example 1
~ 17 and various CaO-Zn obtained in 18-34
O-Al 2 O 3 based composition or CaO-BaO-Al 2
A highly hydrated active substance of the O 3 -based composition was used, and Table 3 to Table 6 were used.
Anhydrous gypsum, quick lime, aluminum hydroxide, soda carbonate and soda aluminate were mixed in the proportions shown in Table 1 to prepare a quick-setting material. These are shown in Tables 3-6.
【0028】この急結材にセメントを260kg、豊浦標
準砂520g、上記急結材18.2g(セメントに対し
7%)を混合した後、これを口径10cm、高さ15cmの
円筒型ポリ容器に充填し、これに水168ml( 水比65
%)を加え、直ちに1000r.p.m.の羽車付撹拌機で6
〜8秒混練し、その後容器の回りを叩いて平面を平滑に
して静置した。To this quick-setting material, 260 kg of cement, 520 g of Toyoura standard sand, and 18.2 g of the above-mentioned quick-setting material (7% based on cement) were mixed, and this was put into a cylindrical plastic container having a diameter of 10 cm and a height of 15 cm. Fill it with 168 ml of water (water ratio 65
%), And immediately with a stirrer with impeller at 1000 rpm,
The mixture was kneaded for about 8 seconds, and then tapped around the container to make the flat surface smooth and allowed to stand.
【0029】上記の水を加えた時点より、表7〜表10
に示す時間が経過したときに、これに1/40in2 のプ
ロクタ−針が深さ1in貫入するときの抵抗値(×40ps
i )を測定した。From the time when the above water was added, Table 7 to Table 10
When the time shown in (1) has elapsed, the resistance value (× 40 ps) when the 1/40 in 2 proctor needle penetrates 1 in depth
i) was measured.
【0030】また、このモルタルの圧縮強度を、1日、
3日、28日で測定した。これらの結果を表7〜表10
に示した。なお、これらの表には表1および表2に示し
た高水和活性物質の比較例1〜9を用いて同じように得
た急結材を比較例10〜18として示した。The compressive strength of this mortar is
The measurement was performed on 3 and 28 days. These results are shown in Tables 7 to 10.
It was shown to. In these tables, quick-setting materials obtained in the same manner by using Comparative Examples 1 to 9 of the highly hydrated active substances shown in Tables 1 and 2 are shown as Comparative Examples 10 to 18.
【0031】また、別に上記と同じセメントおよび砂に
上記と同じ急結材10.4g(セメントに対し4%)混
合した場合について表11、12に示した。これの比較
例については同表中の比較例19、20に示した。Tables 11 and 12 show the case where 10.4 g (4% of cement) of the same quick-setting material as above was mixed with the same cement and sand as above. Comparative examples thereof are shown in Comparative Examples 19 and 20 in the table.
【0032】[0032]
【表3】 [Table 3]
【0033】[0033]
【表4】 [Table 4]
【0034】[0034]
【表5】 [Table 5]
【0035】[0035]
【表6】 [Table 6]
【0036】[0036]
【表7】 [Table 7]
【0037】[0037]
【表8】 [Table 8]
【0038】[0038]
【表9】 [Table 9]
【0039】[0039]
【表10】 [Table 10]
【0040】[0040]
【表11】 [Table 11]
【0041】[0041]
【表12】 [Table 12]
【0042】表3の実施例35〜39は、表1に示す高
水和活性物質に対し石こう、石灰、水酸化アルミニウ
ム、炭酸ソ−ダ、アルミン酸ソ−ダのいずれか1種を添
加したセメント用急結材の事例である。また実施例40
〜49は、高水和活性物質100重量部に対し石こう、
石灰、炭酸ソ−ダ、アルミン酸ソ−ダを併用して添加し
たセメント用急結材の事例である。この場合、高水和活
性物質100重量部に対し、石こうは5〜35重量部、
石灰については5〜40重量部、炭酸ソ−ダについては
5〜50重量部、アルミン酸ソ−ダについては10〜5
0重量部で配合した事例が示されている。In Examples 35 to 39 of Table 3, any one of gypsum, lime, aluminum hydroxide, soda carbonate and soda aluminate was added to the highly hydrated active substance shown in Table 1. This is an example of a quick-setting material for cement. Example 40
~ 49 is gypsum per 100 parts by weight of highly hydrated active substance,
This is an example of a quick-setting material for cement, which is added by using lime, soda carbonate, and soda aluminate together. In this case, gypsum is 5 to 35 parts by weight with respect to 100 parts by weight of the highly hydrated active substance,
5 to 40 parts by weight for lime, 5 to 50 parts by weight for soda carbonate, 10 to 5 for soda aluminate.
An example of compounding at 0 parts by weight is shown.
【0043】表4の実施例50〜55は、表1に示す高
水和活性物質に上記の石こう、石灰、炭酸ソ−ダ、アル
ミン酸ソ−ダ、水酸化アルミニウムの全てを併用添加し
た事例を示したものである。実施例56〜58は、石こ
う、石灰、水酸化アルミニウム、炭酸ソ−ダの1種また
は3種以上を用いたものである。同表に示されている比
較例10〜15は、高水和活性物質として比較例1〜6
のものを用いた事例である。Examples 50 to 55 in Table 4 are examples in which all of the above-mentioned gypsum, lime, soda carbonate, soda aluminate and aluminum hydroxide were added together to the highly hydrated active substance shown in Table 1. Is shown. Examples 56 to 58 use one or more of gypsum, lime, aluminum hydroxide and soda carbonate. Comparative Examples 10 to 15 shown in the table are Comparative Examples 1 to 6 as highly hydration active substances.
It is an example of using the one.
【0044】表5の実施例59〜63は、表2に示す高
水和活性物質に対し石こう、石灰、水酸化アルミニウ
ム、炭酸ソ−ダ、アルミン酸ソ−ダのいずれか1種を添
加したセメント用急結材の事例である。実施例64〜7
3は、高水和活性物質に対し石こう、石灰、炭酸ソ−
ダ、アルミン酸ソ−ダを併用して添加したセメント用急
結材の事例である。この場合、高水和活性物質100重
量部に対し、石こうは5〜35重量部、石灰については
5〜40重量部、炭酸ソ−ダについては5〜50重量
部、アルミン酸ソ−ダについては10〜50重量部で配
合した事例が示されている。In Examples 59 to 63 of Table 5, any one of gypsum, lime, aluminum hydroxide, soda carbonate and soda aluminate was added to the highly hydrated active substance shown in Table 2. This is an example of a quick-setting material for cement. Examples 64-7
3 is gypsum, lime, carbonate soda for highly hydrated substances
This is an example of a quick-setting material for cement, which was added by using both aluminum and sodium aluminate. In this case, 5 to 35 parts by weight of gypsum, 5 to 40 parts by weight of lime, 5 to 50 parts by weight of soda carbonate, and 5 to 50 parts by weight of soda aluminate are added to 100 parts by weight of the highly hydrated active substance. Cases of 10 to 50 parts by weight are shown.
【0045】表6の実施例74〜79は、表2に示す高
水和活性物質に石こう、石灰、炭酸ソ−ダ、アルミン酸
ソ−ダ、水酸化アルミニウムの全てを併用添加した事例
を示したものである。実施例80〜82は、石こう、石
灰、水酸化アルミニウム、炭酸ソ−ダの1種または3種
以上を用いたものである。同表に示されている比較例1
3〜18は、高水和活性物質として比較例4〜9のもの
を用いた事例である。Examples 74 to 79 in Table 6 show examples in which gypsum, lime, soda carbonate, soda aluminate, and aluminum hydroxide were added together to the highly hydrated active substance shown in Table 2. It is a thing. Examples 80 to 82 use one type or three or more types of gypsum, lime, aluminum hydroxide and soda carbonate. Comparative Example 1 shown in the table
3 to 18 are cases in which those of Comparative Examples 4 to 9 were used as the highly hydrated active substance.
【0046】表7〜10は、急結材7%添加の各表に示
す各種原料混合物に水を加えた後、表7〜10に示す時
間が経過したとき、これにプロクタ−針が貫入するとき
の抵抗値を測定して示したものであるが、併せて1日、
3日、28日の圧縮強度を示した。比較例についても同
様に示した。表11および12は上記と同様な急結材を
4%配合した事例を示したものである。In Tables 7 to 10, after adding water to the various raw material mixtures shown in each table of adding 7% of quick-setting material, when the time shown in Tables 7 to 10 has elapsed, the proctor needle penetrates into this. The resistance value at that time was measured and shown.
The compressive strength of 3 days and 28 days was shown. The comparative example is also shown in the same manner. Tables 11 and 12 show examples in which 4% of a quick-setting material similar to the above was blended.
【0047】同表に見られるように、本発明品はいずれ
も常温の20℃で良好な急結性を示している。特に、当
初の1〜3分で良好な急結特性を示している。5℃の低
温下においても良好な効果の期待できることが分かる。
また、圧縮強度も高い値を示していることが分かる。こ
れに対し、比較例はいずれも本発明よりも急結性が劣っ
ている。特に、1〜3分の初期の急結性が劣っているこ
とが分かる。As can be seen from the table, all the products of the present invention show a good quick-setting property at room temperature of 20 ° C. In particular, a good quick-setting property is shown in the first 1 to 3 minutes. It can be seen that a good effect can be expected even at a low temperature of 5 ° C.
Further, it can be seen that the compression strength also shows a high value. On the other hand, the comparative examples are all inferior in quick setting property to the present invention. In particular, it can be seen that the initial quick setting property for 1 to 3 minutes is poor.
【0048】[0048]
【作用】この発明は、CaO−Al2 O3 系にZnOま
たはBaOを添加してアルミン酸カルシウムの水和活性
を付与するようにし、セメントの急結性を得るのに必要
なCa2+,Al3+イオンの溶出をコントロ−ルして、急
結性とともにさらに初期および長期強度発現性に優れた
セメント用急結材としたものである。According to the present invention, ZnO or BaO is added to the CaO-Al 2 O 3 system so as to impart the hydration activity of calcium aluminate, and Ca 2+ , which is necessary for obtaining the quick-setting property of cement, This is a quick setting material for cement which is excellent in quick setting property and initial and long-term strength development properties by controlling elution of Al 3+ ions.
【0049】[0049]
【効果】この発明の急結材は、以上の通り優れた急結性
を示すとともに、初期および長期の強度発現もよく、こ
れまでの問題点を解消した急結材ということが出来る。
そのため、これを従来のコンクリ−トまたはモルタルの
吹付に用いると、施工が確実に出来て、一層強固な構築
物を形成することができるようになった。[Effect] The quick-setting material of the present invention exhibits excellent quick-setting properties as described above, and also exhibits good early and long-term strength, and can be said to be a quick-setting material that has solved the problems so far.
Therefore, when this is used for spraying a conventional concrete or mortar, the construction can be reliably performed and a stronger structure can be formed.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 // C04B 103:10 (72)発明者 有本 忠邦 千葉県佐倉市大作2丁目4番2号 小野田 セメント株式会社中央研究所内 (72)発明者 岡村 隆吉 千葉県佐倉市大作2丁目4番2号 小野田 セメント株式会社中央研究所内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Reference number within the agency FI technical display location // C04B 103: 10 (72) Inventor Tadakuni Arimoto 2-4-2 Daisaku Sakura, Chiba Prefecture Central Research Laboratory, Onoda Cement Co., Ltd. (72) Takayoshi Okamura, 2-4-2 Daisaku Sakura, Chiba Prefecture, Central Research Laboratory, Onoda Cement Co., Ltd.
Claims (10)
溶融後急冷したもので、CaOとZnOとAl2 O3 の
合量に対してCaOが10〜79重量%、ZnOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとZnOの合量が40〜80重量%である高水和活
性物質。1. A CaO—ZnO—Al 2 O 3 composition melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and ZnO is 1 to 1% by weight based on the total amount of CaO, ZnO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
A highly hydrated active substance in which the total amount of aO and ZnO is 40 to 80% by weight.
溶融後急冷したもので、CaOとZnOとAl2 O3 の
合量に対してCaOが10〜79重量%、ZnOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとZnOの合量が40〜80重量%である高水和活
性物質に対して、石こう、石灰、炭酸アルカリ、アルミ
ン酸ソ−ダおよび水酸化アルミニウムの中の少なくとも
1種を混合したセメント用急結材。2. A CaO—ZnO—Al 2 O 3 system composition melted and rapidly cooled, wherein CaO is 10 to 79% by weight and ZnO is 1 to 1% by weight based on the total amount of CaO, ZnO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
For cement in which at least one of gypsum, lime, alkali carbonate, sodium aluminate and aluminum hydroxide is mixed with a highly hydrated active substance having a total content of aO and ZnO of 40 to 80% by weight. Quick binding material.
溶融後急冷したもので、CaOとZnOとAl2 O3 の
合量に対してCaOが10〜79重量%、ZnOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとZnOの合量が40〜80重量%である高水和活
性物質に対し、この高水和活性物質の中のCaOとZn
OとAl2 O3 の合量100重量部に対し、石こうを5
〜35重量部、石灰を5〜40重量部、炭酸アルカリを
5〜50重量部、アルミン酸ソ−ダを10〜50重量部
添加したセメント用急結材。3. A CaO—ZnO—Al 2 O 3 composition melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and ZnO is 1 to 100% by weight based on the total amount of CaO, ZnO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
CaO and Zn in the highly hydrated active substance with respect to the highly hydrated active substance in which the total amount of aO and ZnO is 40 to 80% by weight.
5 gypsum is added to 100 parts by weight of O and Al 2 O 3 in total.
~ 35 parts by weight, 5-40 parts by weight of lime, 5-50 parts by weight of alkali carbonate, 10-50 parts by weight of soda aluminate, a quick-setting cement material.
溶融後急冷したもので、CaOとZnOとAl2 O3 の
合量に対してCaOが10〜79重量%、ZnOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとZnOの合量が40〜80重量%である高水和活
性物質に対し、この高水和活性物質の中のCaOとZn
OとAl2 O3 の合量100重量部に対し、石こうを5
〜35重量部、石灰を5〜40重量部、炭酸アルカリを
5〜50重量部、アルミン酸ソ−ダを10〜50重量
部、水酸化アルミニウムを25重量部以下添加したセメ
ント用急結材。4. A CaO—ZnO—Al 2 O 3 system composition melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and ZnO is 1 to 1% by weight based on the total amount of CaO, ZnO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
CaO and Zn in the highly hydrated active substance with respect to the highly hydrated active substance in which the total amount of aO and ZnO is 40 to 80% by weight.
5 gypsum is added to 100 parts by weight of O and Al 2 O 3 in total.
-35 parts by weight, 5-40 parts by weight of lime, 5-50 parts by weight of alkali carbonate, 10-50 parts by weight of soda aluminate, and 25 parts by weight or less of aluminum hydroxide, a quick-setting cement material.
際に、請求項2ないし4のいずれかに記載したセメント
用急結材をセメントに対し2〜25重量%添加すること
を特徴とするコンクリ−トまたはモルタルの凝結、硬化
を促進する方法。5. A concrete characterized in that when the concrete or mortar is kneaded, the quick-setting admixture for cement according to any one of claims 2 to 4 is added in an amount of 2 to 25% by weight with respect to the cement. A method of accelerating the setting and hardening of resin or mortar.
溶融後急冷したもので、CaOとBaOとAl2 O3 の
合量に対してCaOが10〜79重量%、BaOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとBaOの合量が40〜80重量%である高水和活
性物質。6. A CaO—BaO—Al 2 O 3 composition is melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and BaO is 1 to 1 based on the total amount of CaO, BaO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
A highly hydrated active substance in which the total amount of aO and BaO is 40 to 80% by weight.
溶融後急冷したもので、CaOとBaOとAl2 O3 の
合量に対してCaOが10〜79重量%、BaOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとBaOの合量が40〜80重量%である高水和活
性物質に対して、石こう、石灰、炭酸アルカリ、アルミ
ン酸ソ−ダおよび水酸化アルミニウムの中の少なくとも
1種を混合したセメント用急結材。7. A CaO—BaO—Al 2 O 3 composition is melted and then rapidly cooled, wherein CaO is 10 to 79 wt% and BaO is 1 to 1 based on the total amount of CaO, BaO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
For cement in which at least one of gypsum, lime, alkali carbonate, sodium aluminate and aluminum hydroxide is mixed with a highly hydrated active substance having a total content of aO and BaO of 40 to 80% by weight. Quick binding material.
溶融後急冷したもので、CaOとBaOとAl2 O3 の
合量に対してCaOが10〜79重量%、BaOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとBaOの合量が40〜80重量%である高水和活
性物質に対し、この高水和活性物質の中のCaOとBa
OとAl2 O3 の合量100重量部に対し、石こうを5
〜35重量部、石灰を5〜40重量部、炭酸アルカリを
5〜50重量部、アルミン酸ソ−ダを10〜50重量部
添加したセメント用急結材。8. A CaO—BaO—Al 2 O 3 composition is melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and BaO is 1 to 1 based on the total amount of CaO, BaO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
For the highly hydrated active substance in which the total amount of aO and BaO is 40 to 80% by weight, CaO and Ba in the highly hydrated active substance are contained.
5 gypsum is added to 100 parts by weight of O and Al 2 O 3 in total.
~ 35 parts by weight, 5-40 parts by weight of lime, 5-50 parts by weight of alkali carbonate, 10-50 parts by weight of soda aluminate, a quick-setting cement material.
溶融後急冷したもので、CaOとBaOとAl2 O3 の
合量に対してCaOが10〜79重量%、BaOが1〜
30重量%、Al2 O3 が20〜60重量%で、かつC
aOとBaOの合量が40〜80重量%である高水和活
性物質に対し、この高水和活性物質の中のCaOとBa
OとAl2 O3 の合量100重量部に対し、石こうを5
〜35重量部、石灰を5〜40重量部、炭酸アルカリを
5〜50重量部、アルミン酸ソ−ダを10〜50重量
部、水酸化アルミニウムを25重量部以下添加したセメ
ント用急結材。9. A CaO—BaO—Al 2 O 3 composition is melted and then rapidly cooled, wherein CaO is 10 to 79% by weight and BaO is 1 to 1 based on the total amount of CaO, BaO and Al 2 O 3 .
30% by weight, 20 to 60% by weight of Al 2 O 3 , and C
For the highly hydrated active substance in which the total amount of aO and BaO is 40 to 80% by weight, CaO and Ba in the highly hydrated active substance are contained.
5 gypsum is added to 100 parts by weight of O and Al 2 O 3 in total.
-35 parts by weight, 5-40 parts by weight of lime, 5-50 parts by weight of alkali carbonate, 10-50 parts by weight of soda aluminate, and 25 parts by weight or less of aluminum hydroxide, a quick-setting cement material.
る際に、請求項7ないし9のいずれかに記載したセメン
ト用急結材をセメントに対し2〜25重量%添加するこ
とを特徴とするコンクリ−トまたはモルタルの凝結、硬
化を促進する方法。10. A concrete characterized in that when the concrete or mortar is kneaded, the rapid-setting cement for cement according to any one of claims 7 to 9 is added in an amount of 2 to 25% by weight with respect to the cement. A method of accelerating the setting and hardening of resin or mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5209630A JPH0761846A (en) | 1993-08-24 | 1993-08-24 | Highly hydrated active substance, quick setting material for cement and method for accelerating setting and hardening of concrete or mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5209630A JPH0761846A (en) | 1993-08-24 | 1993-08-24 | Highly hydrated active substance, quick setting material for cement and method for accelerating setting and hardening of concrete or mortar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0761846A true JPH0761846A (en) | 1995-03-07 |
Family
ID=16575986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5209630A Pending JPH0761846A (en) | 1993-08-24 | 1993-08-24 | Highly hydrated active substance, quick setting material for cement and method for accelerating setting and hardening of concrete or mortar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0761846A (en) |
-
1993
- 1993-08-24 JP JP5209630A patent/JPH0761846A/en active Pending
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