JP2002003251A - Cement admixture and cement composition - Google Patents
Cement admixture and cement compositionInfo
- Publication number
- JP2002003251A JP2002003251A JP2000180873A JP2000180873A JP2002003251A JP 2002003251 A JP2002003251 A JP 2002003251A JP 2000180873 A JP2000180873 A JP 2000180873A JP 2000180873 A JP2000180873 A JP 2000180873A JP 2002003251 A JP2002003251 A JP 2002003251A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- cement admixture
- admixture
- present
- fatty acids
- 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
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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00034—Physico-chemical characteristics of the mixtures
- C04B2111/00086—Mixtures with prolonged pot-life
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主に、土木・建築
業界において使用されるセメント混和材及びセメント組
成物に関する。[0001] The present invention relates to a cement admixture and a cement composition mainly used in the civil engineering and construction industries.
【0002】[0002]
【従来の技術】セメントは安価であり、大きな構造物を
任意の形に造れる優れた材料である。このセメントに、
さらに、セメント混和材を併用することによって、造ら
れた構造物の強度や耐久性を向上させることが可能であ
る。セメント混和材は数多く提案されているが、最も使
用頻度が高いものとしては、コンクリート構造物に膨張
性を付与するセメント混和材が挙げられる。ここで、コ
ンクリートとは、セメント、モルタル及びコンクリート
を総称するものである。2. Description of the Related Art Cement is an excellent material that is inexpensive and can be used to make large structures into any shape. In this cement,
Furthermore, by using a cement admixture together, it is possible to improve the strength and durability of the manufactured structure. Although many cement admixtures have been proposed, the one most frequently used is a cement admixture that imparts expandability to a concrete structure. Here, the concrete is a general term for cement, mortar and concrete.
【0003】コンクリート構造物に膨張性を付与するセ
メント混和材としては、例えば、CaO-Al2O3-SO
3系化合物を有効成分とするものが知られている(特公昭
42-21840号公報,特公昭4219473-号公報,特公昭53-160
07号公報等)。[0003] As a cement admixture for imparting expandability to a concrete structure, for example, CaO-Al 2 O 3 -SO
3 based compound as an active ingredient is known (JP-B
JP-B-42-21840, JP-B-4219473-, JP-B-53-160
No. 07 publication).
【0004】[0004]
【発明が解決しようとする課題】しかしながら、従来の
CaO-Al2O3-SO3系化合物を有効成分とするセメ
ント混和材は、SO3含有量が高く、これを製造する際
に大気中へ放出されるSOXが問題視されていた。ま
た、最近では、膨張性を付与するセメント混和材に要求
される性能は益々高まってきている。即ち、混和率が少
なくても優れた膨張性能を付与できるセメント混和材の
開発が待たれているのが実状である。また、従来の膨張
性を付与するセメント混和材は、貯蔵によって膨張性能
が大きく低下するという課題を有していた。これは、水
濡れや破袋に起因する風化が大きな原因であるが、比較
的貯蔵状態が良好であっても、貯蔵期間が6ヶ月程度に
なると膨張性能は低下してしまうのである。本発明者ら
は、このような状況を鑑み、前記課題を解消すべく種々
検討した結果、特定の膨張物質と脂肪酸及び/又はそれ
らの塩類を配合することによって、膨張性能に優れ、し
かも貯蔵安定性も良好なセメント混和材とすることが可
能であることを知見し、本発明を完成するに至った。However, a conventional cement admixture containing a CaO-Al 2 O 3 -SO 3 compound as an active ingredient has a high SO 3 content, and therefore, when the cement admixture is produced, the cement admixture is released into the atmosphere. The released SO X was viewed as a problem. In recent years, the performance required of a cement admixture that imparts expandability has been increasing more and more. That is, the fact is that the development of a cement admixture capable of imparting excellent expansion performance even at a low admixture ratio has been awaited. Further, the conventional cement admixture imparting expandability has a problem that the expandability is greatly reduced by storage. This is largely due to weathering caused by water wetting and breakage of the bag, but even if the storage condition is relatively good, the swelling performance decreases when the storage period is about 6 months. In view of such a situation, the present inventors have conducted various studies to solve the above-mentioned problems. As a result, by blending a specific swelling substance and a fatty acid and / or a salt thereof, the swelling performance is excellent and the storage stability is improved. The present inventors have found that a cement admixture having good properties can be obtained, and have completed the present invention.
【0005】[0005]
【課題を解決するための手段】即ち、本発明は、遊離石
灰、カルシウムアルミノフェライト、アウイン及び無水
セッコウを含有してなる膨張物質と、脂肪酸及び/又は
それらの塩類とを含有してなるセメント混和材であり、
セメントと、該セメント混和材とを含有してなるセメン
ト組成物である。That is, the present invention relates to a cement admixture containing an expanding substance containing free lime, calcium aluminoferrite, eauin and anhydrous gypsum, and a fatty acid and / or a salt thereof. Material
It is a cement composition containing cement and the cement admixture.
【0006】以下、本発明を詳細に説明する。Hereinafter, the present invention will be described in detail.
【0007】本発明の膨張物質は、遊離石灰、カルシウ
ムアルミノフェライト、アウイン及び無水セッコウを含
有してなるものであり、その割合については特に限定さ
れるものではないが、セメント混和材100部中、遊離
石灰は30〜70部が好ましく、40〜60部がより好
ましい。また、カルシウムアルミノフェライトは5〜2
2.5部が好ましく、10〜15部がより好ましい。ア
ウインは5〜22.5部が好ましく、10〜15部がよ
り好ましい。さらに、無水セッコウは5〜30部が好ま
しく、10〜25部がより好ましい。セメント混和材中
の各化合物の組成割合が前記の範囲にないと、優れた膨
張特性が得られない場合がある。なお、本発明で使用す
る部、%は質量単位を表す。[0007] The expanding substance of the present invention contains free lime, calcium alumino-ferrite, eauin and anhydrous gypsum, and the ratio thereof is not particularly limited. The free lime is preferably 30 to 70 parts, more preferably 40 to 60 parts. In addition, calcium alumino ferrite is 5-2
2.5 parts is preferable, and 10 to 15 parts is more preferable. The amount of the outer is preferably 5 to 22.5 parts, more preferably 10 to 15 parts. Further, the amount of anhydrous gypsum is preferably 5 to 30 parts, more preferably 10 to 25 parts. If the composition ratio of each compound in the cement admixture is not in the above range, excellent expansion characteristics may not be obtained. The parts and% used in the present invention represent mass units.
【0008】本発明の遊離石灰とは、通常、f−CaO
と呼ばれるものである。本発明のカルシウムアルミノフ
ェライトとは、CaO−Al2O3−Fe2O3系化合物を
総称するものであり、特に限定されるものではないが、
一般的に、CaOをC、Al 2O3をA、Fe2O3をFと
すると、C4AFやC6A2F等の化合物がよく知られて
いる。通常は、C4AFとして存在していると考えて良
い。本発明では、カルシウムアルミノフェライトを以
下、C4AFと略記する。本発明のアウインとは、3C
aO・3Al2O3・CaSO4で表される化合物を示す
ものである。The free lime of the present invention is usually f-CaO
It is called. The calcium aluminof of the present invention
Ferrite is CaO-AlTwoOThree-FeTwoOThreeSystem compound
It is a general term and is not particularly limited,
Generally, CaO is C, Al TwoOThreeTo A, FeTwoOThreeAnd F
Then CFourAF and C6ATwoCompounds such as F are well known
I have. Usually, CFourGood to think that it exists as AF
No. In the present invention, calcium alumino ferrite is
Bottom, CFourAbbreviated as AF. The auin of the present invention is 3C
aO ・ 3AlTwoOThree・ CaSOFourShows the compound represented by
Things.
【0009】本発明のセメント混和材を製造する際、C
aO原料、Al2O3原料、Fe2O3原料及びCaSO4
原料を熱処理して、遊離石灰、C4AF、アウイン及び
無水セッコウを含有してなる膨張物質を製造することが
好ましい。即ち、遊離石灰、C 4AF、アウイン及び無
水セッコウを別々に合成し、これらを混合したものや、
CaO原料、Al2O3原料及びFe2O3原料を熱処理し
て、遊離石灰とC4AFからなる物質を合成し、これに
アウインと無水セッコウを混合して製造したものや、C
aO原料、Al2O3原料、Fe2O3原料及びCaSO4
原料を熱処理して、遊離石灰、C4AF及びアウインか
らなる物質を合成して、これに無水セッコウを混合して
製造したもの等は、貯蔵することにより膨張性能が低下
し易い。CaO原料、Al2O3原料、Fe2O3原料及び
CaSO4原料を熱処理して、遊離石灰、C4AF、アウ
イン及び無水セッコウからなる膨張物質を合成してこれ
を粉砕して製造されたものか否かを確認する方法として
は、例えば、セメント混和材の粗粒子、具体的には10
0μmよりも大きな粒子を顕微鏡等により観察して組成
分析を行い、粒子中に遊離石灰、C4AF、アウイン及
び無水セッコウが混在していることを確認することによ
って容易に判別できる。When producing the cement admixture of the present invention, C
aO raw material, AlTwoOThreeRaw material, FeTwoOThreeRaw materials and CaSOFour
The raw material is heat-treated and free lime, CFourAF, Auin and
It is possible to produce an expanding material containing anhydrous gypsum.
preferable. That is, free lime, C FourAF, auin and nothing
Synthesize water gypsum separately and mix them,
CaO raw material, AlTwoOThreeRaw material and FeTwoOThreeHeat-treat the raw materials
And free lime and CFourA substance consisting of AF is synthesized and
The one made by mixing Auyne and anhydrous gypsum,
aO raw material, AlTwoOThreeRaw material, FeTwoOThreeRaw materials and CaSOFour
The raw material is heat-treated and free lime, CFourAF and out?
Synthesize a substance consisting of
Manufactured products have reduced inflation performance when stored
Easy to do. CaO raw material, AlTwoOThreeRaw material, FeTwoOThreeRaw materials and
CaSOFourThe raw material is heat-treated and free lime, CFourAF, Au
Synthesize swelling substance consisting of gypsum and anhydrous gypsum
As a method to confirm whether or not it was manufactured by grinding
Is, for example, coarse particles of cement admixture, specifically 10
Observation of particles larger than 0 μm with a microscope etc. and composition
Analyze the free lime, CFourAF, Auin and
And anhydrous gypsum are mixed.
Can be easily determined.
【0010】本発明のセメント混和材を製造する際の熱
処理温度であるが、1100〜1600℃の範囲が好ま
しく、1200〜1500℃の範囲がより好ましい。1
100℃未満では、得られたセメント混和材の膨張性能
が十分でなく、1600℃を超えると無水セッコウが分
解する場合がある。The heat treatment temperature for producing the cement admixture of the present invention is preferably in the range of 1100 to 1600 ° C, more preferably in the range of 1200 to 1500 ° C. 1
If the temperature is lower than 100 ° C., the obtained cement admixture has insufficient expansion performance. If the temperature exceeds 1600 ° C., anhydrous gypsum may be decomposed.
【0011】CaO原料としては石灰石や消石灰等が挙
げられ、Fe2O3原料としては銅カラミ、鉄粉、及び市
販の酸化鉄等が、Al2O3原料としてはボーキサイトや
アルミ残灰等が、CaSO4原料としては二水セッコ
ウ、半水セッコウ及び無水セッコウ等が挙げられる。こ
れら原料中には不純物が存在する。その具体例として
は、SiO2、MgO、TiO2、P2O5、Na2O、K2
O等が挙げられ、本発明の目的を実質的に阻害しない範
囲では特に問題とはならないが、これらのうちで、特
に、SiO2は珪酸率で0.5未満の範囲であることが
好ましい。珪酸率が0.5以上では優れた膨張性能が得
られない場合がある。本発明でいう珪酸率とは、膨脹物
質中のSiO2量、Al2O3量及びFe2O3量より次式
から算出される。 珪酸率=SiO2/(Al2O3+Fe2O3) また、セメント混和材中のSiO2量は、5.0%以下
が好ましく、3.0%以下がより好ましい。5.0%を
超えると優れた膨張性能が得られない場合がある。Examples of the CaO raw material include limestone and slaked lime. Examples of the Fe 2 O 3 raw material include copper karami, iron powder, and commercially available iron oxide. Examples of the Al 2 O 3 raw material include bauxite and aluminum residual ash. Examples of CaSO 4 raw materials include dihydrate gypsum, hemihydrate gypsum and anhydrous gypsum. There are impurities in these raw materials. Specific examples thereof include SiO 2 , MgO, TiO 2 , P 2 O 5 , Na 2 O, K 2
O, etc., are not particularly problematic as long as the object of the present invention is not substantially impaired. Among them, it is particularly preferable that SiO 2 has a silicate ratio of less than 0.5. If the silicate ratio is 0.5 or more, excellent expansion performance may not be obtained. The silicic acid ratio in the present invention is calculated from the following formula based on the amounts of SiO 2 , Al 2 O 3 and Fe 2 O 3 in the expanded material. Silicic acid ratio = SiO 2 / (Al 2 O 3 + Fe 2 O 3 ) Further, the amount of SiO 2 in the cement admixture is preferably 5.0% or less, more preferably 3.0% or less. If it exceeds 5.0%, excellent expansion performance may not be obtained.
【0012】本発明の脂肪酸とは、一般に、RCOOH
(Rは飽和または不飽和の炭化水素基)で表される化合
物を総称するものであり、特に限定されるものではない
が、その具体例としては、例えば、ラウリン酸、ミリス
チン酸、ステアリン酸、オレイン酸、ベヘニン酸、パル
ミチン酸等が挙げられる。また、本発明では、これら脂
肪酸の塩類も使用可能であり、その具体例としては、ナ
トリウム塩、カリウム塩、カルシウム塩、マグネシウム
塩、アルミニウム塩等が挙げられる。さらに、脂肪酸は
天然油脂として入手することもでき、その具体例として
は、例えば、大豆油、ヤシ油、パーム油、オリーブ油、
アマニ油、綿実油、ナタネ油、キリ油、ヒマシ油、牛
脂、スクワラン、ラノリン、硬化油などが挙げられる。
本発明ではこれらのうちの1種又は2種以上が使用可能
である(以下、脂肪酸類という)。中でも、本発明で
は、ステアリン酸を使用した場合が最も好ましい。The fatty acid of the present invention generally means RCOOH
(R is a saturated or unsaturated hydrocarbon group) and is a general term for a compound represented by the general formula (I), and is not particularly limited. Specific examples thereof include, for example, lauric acid, myristic acid, stearic acid, Oleic acid, behenic acid, palmitic acid and the like can be mentioned. In the present invention, salts of these fatty acids can also be used, and specific examples thereof include sodium salts, potassium salts, calcium salts, magnesium salts, and aluminum salts. Furthermore, fatty acids can also be obtained as natural fats and oils, and specific examples thereof include, for example, soybean oil, coconut oil, palm oil, olive oil,
Linseed oil, cottonseed oil, rapeseed oil, drill oil, castor oil, tallow, squalane, lanolin, hydrogenated oil and the like.
In the present invention, one or more of these can be used (hereinafter referred to as fatty acids). Among them, in the present invention, the case where stearic acid is used is most preferable.
【0013】セメント混和材中の膨張物質と脂肪酸類の
配合割合は、特に限定されるものではないが、通常、膨
張物質はセメント混和材100部中、95〜99.99
5部が好ましく、99〜99.95部がより好ましい。
95部未満では、強度発現性が悪くなる場合があり、9
9.995部を超えると貯蔵安定性が悪くなる場合があ
る。脂肪酸類の配合割合は、0.005〜5部が好まし
く、0.05〜1部がより好ましい。0.005部未満
では、貯蔵安定性が悪くなる場合があり、5部を超える
と強度発現性が悪くなる場合がある。The mixing ratio of the intumescent substance and the fatty acids in the cement admixture is not particularly limited, but usually, the intumescent substance is 95 to 99.99 in 100 parts of the cement admixture.
5 parts is preferable, and 99-99.95 parts is more preferable.
If the amount is less than 95 parts, the strength developability may deteriorate, and 9
If it exceeds 9.995 parts, the storage stability may deteriorate. The compounding ratio of the fatty acids is preferably from 0.005 to 5 parts, more preferably from 0.05 to 1 part. If the amount is less than 0.005 part, the storage stability may be deteriorated, and if the amount is more than 5 parts, the strength expression may be deteriorated.
【0014】本発明のセメント混和材の粒度は、特に限
定されるものではないが、通常、ブレーン比表面積で1
500〜6000cm2/gが好ましく、2500〜4
000cm2/gがより好ましい。1500cm2/g未
満では、強度発現性が悪くなる場合があり、6000c
m2/gを超えると優れた膨張性能が得られない場合が
ある。The particle size of the cement admixture of the present invention is not particularly limited.
500-6000 cm 2 / g is preferable, and 2500-4
000 cm 2 / g is more preferred. If it is less than 1500 cm 2 / g, the strength development may be poor and 6000 c
If it exceeds m 2 / g, excellent expansion performance may not be obtained.
【0015】本発明のセメント混和材の使用量は、特に
限定されるものではないが、通常、セメントとセメント
混和材からなるセメント組成物100部に対して、3〜
12部が好ましく、5〜9部がより好ましい。3部未満
では本発明の効果が十分に得られない場合があり、12
部を超えて使用すると、強度発現性が悪くなる場合があ
る。Although the amount of the cement admixture of the present invention is not particularly limited, it is usually 3 to 100 parts per 100 parts of the cement composition comprising the cement and the cement admixture.
12 parts is preferable, and 5 to 9 parts is more preferable. If the amount is less than 3 parts, the effect of the present invention may not be sufficiently obtained.
If it is used beyond the part, the strength expression may be deteriorated.
【0016】本発明のセメント組成物とは、本発明のセ
メント混和材と、JIS R 5210に規定される各種ポルトラ
ンドセメント、JIS R 5211、JIS R 5212、JIS R 5213に
規定される各種混合セメント、JISに規定された以上の
混和材混合率にて作製した高炉セメント、フライアッシ
ュセメント及びシリカセメント、石灰石粉末等を混合し
たフィラーセメント、並びにアルミナセメント等のうち
の1種又は2種以上とを併用したものである。The cement composition of the present invention includes the cement admixture of the present invention, various portland cements specified in JIS R 5210, various mixed cements specified in JIS R 5211, JIS R 5212 and JIS R 5213, Combine with one or more of blast furnace cement, fly ash cement and silica cement, filler cement mixed with limestone powder, etc., and alumina cement etc. prepared with the admixture ratio of JIS or higher. It was done.
【0017】本発明では、本発明のセメント混和材とセ
メント組成物に、砂、砂利等の骨材の他、減水剤、AE減
水剤、高性能減水剤、高性能AE減水剤、消泡剤、増粘
剤、防錆剤、防凍剤、収縮低減剤、高分子エマルジョ
ン、凝結調整剤、セメント急硬材、ベントナイトやゼオ
ライト等の粘土鉱物、ハイドロタルサイト等のイオン交
換体等のうちの1種又は2種以上を、本発明の目的を実
質的に阻害しない範囲で使用することが可能である。In the present invention, the cement admixture and the cement composition of the present invention may be added to aggregates such as sand and gravel, as well as a water reducing agent, an AE water reducing agent, a high performance water reducing agent, a high performance AE water reducing agent and a defoaming agent , Thickeners, rust inhibitors, anti-freezing agents, shrinkage reducing agents, polymer emulsions, setting regulators, cement hardened materials, clay minerals such as bentonite and zeolite, and ion exchangers such as hydrotalcite Species or two or more species can be used as long as the object of the present invention is not substantially inhibited.
【0018】本発明において、各材料の混合方法は特に
限定されるものではなく、それぞれの材料を施工時に混
合しても良いし、予め一部を、或いは全部を混合してお
いても差し支えない。混合装置としては、既存の如何な
る装置も使用可能であり、例えば、傾胴ミキサ、オムニ
ミキサ、ヘンシェルミキサ、V型ミキサ及びナウターミ
キサ等の使用が可能である。In the present invention, the method of mixing the respective materials is not particularly limited, and the respective materials may be mixed at the time of construction, or some or all of them may be mixed in advance. . As the mixing device, any existing device can be used, and for example, a tilting cylinder mixer, an omni mixer, a Henschel mixer, a V-type mixer, a Nauta mixer and the like can be used.
【0019】[0019]
【実施例】以下、本発明の実施例に基づいて説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below.
【0020】実施例1 CaO原料、Al2O3原料、Fe2O3原料及びCaSO
4原料を配合して、電気炉中にて1350℃で2時間熱
処理することによって、表1に示すような様々な組成の
膨張物質を製造した。これら膨張物質99.5部と、脂
肪酸a0.5部とをポット式ボールミルを用いて混合粉
砕してブレーン比表面積3500±300cm2/gの
セメント混和材とした。Example 1 Raw materials of CaO, Al 2 O 3 , Fe 2 O 3 and CaSO
The four raw materials were blended and heat-treated at 1350 ° C. for 2 hours in an electric furnace to produce expanded materials having various compositions as shown in Table 1. 99.5 parts of these expanding materials and 0.5 part of fatty acid a were mixed and pulverized using a pot-type ball mill to obtain a cement admixture having a Blaine specific surface area of 3500 ± 300 cm 2 / g.
【0021】セメント混和材の貯蔵安定性を確認するた
めに、セメント混和材を紙袋に入れてミシン縫いで閉袋
して温度20℃、相対湿度80%の試験室内で貯蔵し
た。セメントとセメント混和材からなるセメント組成物
100部に対してセメント混和材を7部使用し、水/セ
メント組成物比=50%、セメント組成物/砂比=1/
3のモルタルを調製して膨張率の測定を行い、セメント
混和材の貯蔵期間と長さ変化率の関係を確認することに
よってセメント混和材の貯蔵安定性を評価した。In order to confirm the storage stability of the cement admixture, the cement admixture was put in a paper bag, closed with a sewing machine, and stored in a test room at a temperature of 20 ° C. and a relative humidity of 80%. 7 parts of cement admixture is used for 100 parts of cement composition composed of cement and cement admixture, water / cement composition ratio = 50%, cement composition / sand ratio = 1 /
The mortar No. 3 was prepared, the expansion rate was measured, and the storage stability of the cement admixture was evaluated by confirming the relationship between the storage period and the length change rate of the cement admixture.
【0022】なお、セメント混和材を粉末X線回折法
(XRD)により同定し、遊離石灰、C4AF、アウイ
ン及び無水セッコウを主要な構成化合物とすることを確
認した。また、化学組成は化学分析により求め、化合物
組成は化学分析の結果より、計算によって算出した。The cement admixture was identified by powder X-ray diffraction (XRD), and it was confirmed that free lime, C 4 AF, Auyne and anhydrous gypsum were the main constituent compounds. The chemical composition was determined by chemical analysis, and the compound composition was calculated by calculation from the result of chemical analysis.
【0023】長さ変化率の測定結果を表2に示した。比
較のため、市販の膨張材についても脂肪酸類aを配合せ
ずに同様の実験を行った。Table 2 shows the measurement results of the rate of change in length. For comparison, a similar experiment was performed on a commercially available expander without blending the fatty acids a.
【0024】<使用材料> 脂肪酸類a:市販のステアリン酸 セメント:市販普通ポルトランドセメント 水:水道水 砂:ISO679準拠、標準砂 CaO原料:試薬1級炭酸カルシウム Al2O3原料:試薬1級酸化アルミニウム Fe2O3原料:試薬1級酸化鉄 CaSO4原料:試薬1級無水セッコウ 膨張材:市販のカルシウムアルミネート系膨張材 膨張材:市販の石灰系膨張材<Materials Used> Fatty acids a: Commercially available stearic acid Cement: Commercial ordinary Portland cement Water: Tap water Sand: ISO679 compliant, standard sand CaO raw material: Reagent primary calcium carbonate Al 2 O 3 Raw material: Reagent primary oxidation Aluminum Fe 2 O 3 Raw material: Reagent 1st grade iron oxide CaSO 4 Raw material: Reagent 1st grade anhydrous gypsum Expanding material: Commercial calcium aluminate based expanding material Expanding material: Commercial lime based expanding material
【0025】<測定方法> 化学分析:JIS R 5202に準じて測定。 化合物組成:先ず、遊離石灰含有量をJIS R 5202に準じ
て測定し、それ以外の化合物については計算によって求
めた。即ち、Fe2O3量からC4AF量を算出し、次
に、Al2O3量からアウインを算出し、SO3量から無
水セッコウ量を算出した。 長さ変化率:JIS A 6202に準じて測定。<Measurement method> Chemical analysis: Measured according to JIS R 5202. Compound composition: First, the free lime content was measured according to JIS R 5202, and other compounds were determined by calculation. That is, the amount of C 4 AF was calculated from the amount of Fe 2 O 3 , then the amount was calculated from the amount of Al 2 O 3, and the amount of anhydrous gypsum was calculated from the amount of SO 3 . Length change rate: Measured according to JIS A 6202.
【0026】[0026]
【表1】 [Table 1]
【0027】[0027]
【表2】 [Table 2]
【0028】表1、表2より、本発明のセメント混和材
は、優れた膨張性能を示すと共に、貯蔵期間が長くても
膨張性能の低下が極めて少ないことが判る。From Tables 1 and 2, it can be seen that the cement admixture of the present invention exhibits excellent expansion performance, and the deterioration of expansion performance is extremely small even when the storage period is long.
【0029】実施例2 実施例1の膨張物質Dを使用し、脂肪酸類の種類とセメ
ント混和材中の配合割合を表3に示すように変えたこと
以外は、実施例1と同様に行った。結果を表3に併記す
る。Example 2 The procedure of Example 1 was repeated, except that the expanding substance D of Example 1 was used, and the types of the fatty acids and the mixing ratio in the cement admixture were changed as shown in Table 3. . The results are also shown in Table 3.
【0030】<使用材料> 脂肪酸類b:市販オレイン酸 脂肪酸類c:市販ラウリン酸 脂肪酸類d:市販ヤシ油 脂肪酸類e:市販パーム油 脂肪酸類f:市販牛脂 脂肪酸類g:市販ステアリン酸ナトリウム 脂肪酸類h:市販オレイン酸ナトリウム 脂肪酸類i:脂肪酸類aと脂肪酸類dの等量混合物 脂肪酸類j:脂肪酸類aと脂肪酸類dと脂肪酸類hの等
量混合物<Materials Used> Fatty acids b: commercially available oleic acid fatty acids c: commercially available lauric acid fatty acids d: commercially available coconut oil fatty acids e: commercially available palm oil fatty acids f: commercially available tallow fatty acids g: commercially available sodium stearate fatty acids Class h: Commercially available sodium oleate Fatty acids i: Equivalent mixture of fatty acids a and fatty acids d Fatty acids j: Equivalent mixture of fatty acids a, fatty acids d, and fatty acids h
【0031】[0031]
【表3】 [Table 3]
【0032】表3より、本発明のセメント混和材のよう
に脂肪酸類を配合したものは、貯蔵期間が長くても膨張
性能の低下が極めて少ないことが判る。From Table 3, it can be seen that the compound containing fatty acids, such as the cement admixture of the present invention, has a very small decrease in expansion performance even when the storage period is long.
【0033】実施例3 実施例1の表1の膨張物質Dを99.5部と脂肪酸類a
0.5部からなるセメント混和材を使用し、セメント組
成物100部中のセメント混和材の使用量を表4に示す
ように変えたこと以外は、実施例1と同様に行った。結
果を表4に併記する。Example 3 99.5 parts of the intumescent substance D shown in Table 1 of Example 1 and fatty acids a
Example 1 was repeated except that 0.5 part of the cement admixture was used and the amount of the cement admixture in 100 parts of the cement composition was changed as shown in Table 4. The results are also shown in Table 4.
【0034】[0034]
【表4】 [Table 4]
【0035】表4より、本発明のセメント混和材の使用
量が増加するに従い、膨張性能が向上し、貯蔵期間が長
くても膨張性能の低下が極めて少ないことが判る。From Table 4, it can be seen that as the amount of the cement admixture of the present invention increases, the expansion performance is improved, and the reduction in expansion performance is extremely small even when the storage period is long.
【0036】[0036]
【発明の効果】本発明のセメント混和材は、膨張性能に
優れるばかりでなく、貯蔵安定性が良好であり、長期に
亘って高い品質を保つことができる。Industrial Applicability The cement admixture of the present invention not only has excellent expansion performance, but also has good storage stability, and can maintain high quality for a long period of time.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 28/02 C04B 28/02 // C04B 103:60 103:60 (72)発明者 高橋 光男 新潟県西頸城郡青海町大字青海2209番地 電気化学工業株式会社青海工場内 Fターム(参考) 4G012 MA00 MB23 MB33 PB03 PB05 PB11 PB12 PB18 PC09 PC14 PD02 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 28/02 C04B 28/02 // C04B 103: 60 103: 60 (72) Inventor Mitsuo Takahashi Nishikubiki, Niigata 2209 Aomi, Aomi-gun, Gunma F-term (reference) in the Aomi Plant of Denki Kagaku Kogyo Co., Ltd. 4G012 MA00 MB23 MB33 PB03 PB05 PB11 PB12 PB18 PC09 PC14 PD02
Claims (2)
ト、アウイン及び無水セッコウを含有してなる膨張物質
と、脂肪酸及び/又はそれらの塩類とを含有してなるセ
メント混和材。1. A cement admixture containing a swelling substance containing free lime, calcium alumino-ferrite, eauin and anhydrous gypsum, and a fatty acid and / or a salt thereof.
和材とを含有してなるセメント組成物。2. A cement composition comprising a cement and the cement admixture according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000180873A JP4571274B2 (en) | 2000-06-16 | 2000-06-16 | Cement admixture and cement composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000180873A JP4571274B2 (en) | 2000-06-16 | 2000-06-16 | Cement admixture and cement composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002003251A true JP2002003251A (en) | 2002-01-09 |
JP4571274B2 JP4571274B2 (en) | 2010-10-27 |
Family
ID=18681877
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000180873A Expired - Fee Related JP4571274B2 (en) | 2000-06-16 | 2000-06-16 | Cement admixture and cement composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4571274B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1384704A1 (en) * | 2002-07-22 | 2004-01-28 | Domenico Grilli | Expanding admixture, non-shrinking waterproofing Portland cement with expanding admixture and the process of its production |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0297443A (en) * | 1988-10-04 | 1990-04-10 | Denki Kagaku Kogyo Kk | Method for preventing weathering of hydraulic calcium aluminate |
JPH09110490A (en) * | 1995-10-20 | 1997-04-28 | Denki Kagaku Kogyo Kk | Cement admixture and cement composition |
JPH11302047A (en) * | 1998-04-23 | 1999-11-02 | Denki Kagaku Kogyo Kk | Expansive material composition and expansive cement composition |
-
2000
- 2000-06-16 JP JP2000180873A patent/JP4571274B2/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0297443A (en) * | 1988-10-04 | 1990-04-10 | Denki Kagaku Kogyo Kk | Method for preventing weathering of hydraulic calcium aluminate |
JPH09110490A (en) * | 1995-10-20 | 1997-04-28 | Denki Kagaku Kogyo Kk | Cement admixture and cement composition |
JPH11302047A (en) * | 1998-04-23 | 1999-11-02 | Denki Kagaku Kogyo Kk | Expansive material composition and expansive cement composition |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1384704A1 (en) * | 2002-07-22 | 2004-01-28 | Domenico Grilli | Expanding admixture, non-shrinking waterproofing Portland cement with expanding admixture and the process of its production |
Also Published As
Publication number | Publication date |
---|---|
JP4571274B2 (en) | 2010-10-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2001064054A (en) | Cement admixture and cement composition | |
JP4244261B2 (en) | Cement admixture and cement composition | |
JP2001122650A (en) | Cement admixture and cement composition | |
JP2001064053A (en) | Cement admixture and cement composition | |
JP4107773B2 (en) | Cement admixture and cement composition | |
JP4386503B2 (en) | Cement admixture and cement composition | |
JP4571274B2 (en) | Cement admixture and cement composition | |
JP3853118B2 (en) | Cement admixture and cement composition | |
JP3853121B2 (en) | Cement admixture and cement composition | |
JP2002226243A (en) | Expansive admixture and cement composition | |
JP4459392B2 (en) | Cement admixture and cement composition | |
JP2002029796A (en) | Cement admixture and cement composition | |
JP4571281B2 (en) | Cement admixture and cement composition | |
JP4514319B2 (en) | Cement admixture and cement composition | |
JP4498592B2 (en) | Cement admixture and cement composition | |
JP4527269B2 (en) | Cement admixture and cement composition | |
JP2002087858A (en) | Cement admixing agent and cement composition | |
JP2001322848A (en) | Cement admixture and cement composition | |
JP2002293591A (en) | Cement admixture and cement composition | |
JP2002087860A (en) | Cement admixing agent and cement composition | |
JP2001316148A (en) | Admixture for cement and cement composition | |
JP2001322849A (en) | Cement admixture and cement composition | |
JP4398076B2 (en) | Cement admixture and cement composition | |
JP4244264B2 (en) | Cement admixture and cement composition | |
JP4563599B2 (en) | Cement admixture and cement composition |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20070220 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20091028 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20091104 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20091207 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100810 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100812 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130820 Year of fee payment: 3 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 4571274 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
LAPS | Cancellation because of no payment of annual fees |