JPH0512295B2 - - Google Patents
Info
- Publication number
- JPH0512295B2 JPH0512295B2 JP22171389A JP22171389A JPH0512295B2 JP H0512295 B2 JPH0512295 B2 JP H0512295B2 JP 22171389 A JP22171389 A JP 22171389A JP 22171389 A JP22171389 A JP 22171389A JP H0512295 B2 JPH0512295 B2 JP H0512295B2
- Authority
- JP
- Japan
- Prior art keywords
- silica
- concrete
- water
- silicic acid
- acid
- 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 - Fee Related
Links
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 62
- 239000000377 silicon dioxide Substances 0.000 claims description 28
- 239000004567 concrete Substances 0.000 claims description 26
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 claims description 13
- 239000000126 substance Substances 0.000 claims description 13
- 235000012239 silicon dioxide Nutrition 0.000 claims description 12
- 239000011247 coating layer Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 10
- 239000004927 clay Substances 0.000 description 10
- 239000004570 mortar (masonry) Substances 0.000 description 9
- 229910052910 alkali metal silicate Inorganic materials 0.000 description 8
- 239000000499 gel Substances 0.000 description 8
- 239000002245 particle Substances 0.000 description 8
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 8
- 238000006243 chemical reaction Methods 0.000 description 7
- 239000011248 coating agent Substances 0.000 description 7
- 239000010881 fly ash Substances 0.000 description 7
- 239000004568 cement Substances 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 6
- 238000004078 waterproofing Methods 0.000 description 6
- 239000004115 Sodium Silicate Substances 0.000 description 5
- 230000035699 permeability Effects 0.000 description 5
- 229910052911 sodium silicate Inorganic materials 0.000 description 5
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 4
- 238000000576 coating method Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000000047 product Substances 0.000 description 4
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 230000003472 neutralizing effect Effects 0.000 description 3
- 235000019353 potassium silicate Nutrition 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- 239000006227 byproduct Substances 0.000 description 2
- 239000001110 calcium chloride Substances 0.000 description 2
- 229910001628 calcium chloride Inorganic materials 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 150000007522 mineralic acids Chemical class 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 150000007524 organic acids Chemical class 0.000 description 2
- 125000005372 silanol group Chemical group 0.000 description 2
- 229910000519 Ferrosilicon Inorganic materials 0.000 description 1
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 description 1
- 229910018557 Si O Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- -1 and in particular Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 229940057995 liquid paraffin Drugs 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229930014626 natural product Natural products 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 229910017604 nitric acid Inorganic materials 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 239000000741 silica gel Substances 0.000 description 1
- 229910002027 silica gel Inorganic materials 0.000 description 1
- LIVNPJMFVYWSIS-UHFFFAOYSA-N silicon monoxide Inorganic materials [Si-]#[O+] LIVNPJMFVYWSIS-UHFFFAOYSA-N 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 229920003169 water-soluble polymer Polymers 0.000 description 1
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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
〔産業上の利用分野〕
本発明は、コンクリートの他、モルタルやセメ
ントが主たる使途となるコンクリート混和剤に関
し、特にコンクリートやモルタル等の機械的強度
および防水性を向上させるのに用いられるコンク
リート混和剤とその製造方法に関しての提案であ
る。
かかるコンクリート混和剤は、コンクリートの
他、モルタルやセメントに添加して所要の性質を
付与したり改善するために用いられる。なかでも
防水性混和剤(以下は単に「防水剤」という)
は、セメントの水和反応を促進することにより、
セメントゲルによる空隙の充填作用およびモルタ
ルやコンクリート内部に不透水性または撥水性を
有する層または膜を形成する作用により、モルタ
ルやコンクリートの吸水と透水を妨げる機能を有
する材料として使用されている。
〔従来の技術〕
従来、前記防水剤としては、天然に産出する白
土や粘土等のポゾラン質物質、あるいは火力発電
所で副生するフライアツシユ、フエロシリコン製
造時に副生する微粒子状シリカヒユーム、塩化カ
ルシウム、けい酸ナトリウム、高級脂肪酸、流動
パラフイン(パラフインエマルジヨン)、水溶性
ポリマー等が使用されていた。
〔発明が解決しようとする課題〕
上掲の従来使用されている透水性を減少させる
混合剤のうち、天然に産出する白土、粘板岩等の
ポゾラン質物質は、天然品であるために、物理
的、化学的性質にバラツキが多く、モルタル、コ
ンクリートに添加した場合の効果が一定しないの
で、予め性状についての試験を行つてから使用し
なければならないという問題点があつた。これに
は、例えば同一鉱山でも少し鉱区が変わると性質
が変化するというような例さえもある。
また、前記フライアツシユの場合、反応速度が
遅く、効果が顕れるのに数カ月を要し、一方前記
シリカヒユームは防水剤としての性能には優れて
いるものの、供給源が乏しいことと価格が高いと
いう問題点があつた。
さらに、塩化カルシウムやけい酸ナトリウム等
の場合、防水性は示すものの価格が高く、かつモ
ルタルやコンクリートの強度が低下するという問
題点があつた。
本発明は、上述の如き従来各防水剤が抱えてい
る問題点を克服することを目指し、特にモルタル
やコンクリートの機械的強度および不透水性の向
上に有効で、アルカリ骨材反応の防止にも効果を
示すコンクリート混和剤を提供することを目的と
する。
〔課題を解決するための手段〕
上掲の目的は次の事項を骨子とする手段の採用
により確実に実現される。すなわち、本発明は、
可溶性シリカを含有するけい酸含有物質の表面
に、けい酸アルカリを酸で中和反応させることに
よつて得られるけい酸ゾル及び/またはけい酸ゲ
ルのコーテイング層を有し、さらにそのコーテイ
ング層の表面に微粒子状けい酸を付着させてなる
コンクリート混和剤、
を提案する。
〔作用〕
本発明混和剤の主体となる“可溶性シリカを含
有するけい酸含有物質”は、白土等のポゾラン質
天然鉱物や粘土、フライアツシユ、シリカ含有鉱
滓等で、使用時の粒径は平均粒径で好ましくは1
〜100μm程度のものである。通常、天然鉱物はそ
のまま使用できるが、必要に応じ粉砕する。また
部分的には非晶質高シリカ(可溶性シリカの多い
もの)がよい。いわゆる、シリカ含有量の多い高
シリカ系混和剤は、コンクリートの強度を高めか
つ耐水性を増加させるからである。
その理由は、この混和剤に含まれる非晶質シリ
カ(可溶性シリカ)がコンクリート中の遊離CaO
と結合し、lCaO・mSiO2・nH2Oなる不溶性の
安定な物質を作り(ポラゾン反応という)これが
コンクリート粒子相互間に強く結びつき、その結
果、強度を上昇させると共に、この安定物質が、
水がぬけた後のブリージングなどによる空隙を減
少させることにより、その空隙が充填された緻密
なコンクリートとなることから、不透水性が増す
と考えられている。
しかし、このポラゾン反応は、天然に含まれる
アモルフアスシリカ、フライアツシユや鉱滓中の
シリカでは、非常に遅く、完全に反応させるには
ある程度の温度と長い時間が必要で改善が望まれ
ている。
一方、防水剤として用いられるけい酸アルカリ
(けい酸ソーダ)もコンクリートに混入すれば、
けい酸ソーダ(mNa2O・nSiO2)中のNa2Oの
部分がCaOと置換し、不溶性のmCaO・nSiO2が
でき、アルカリが遊離してアルカリ骨材反応を招
いてコンクリートを崩壊させるので、コンクリー
ト用としては好ましくない。
そこで、本発明者らは、前記けい酸物質のもつ
特性およびけい酸ソーダのもつ上述した隘路を解
決すべく研究したところ、けい酸アルカリを無機
酸(例えば硫酸、塩酸等)あるいは有機酸で中和
し、予めあるいは後発的に活性なゾルまたはゲル
状のシリカを調整し、これを天然のポラゾン系物
質、フライアツシユ、あるいは鉱滓の表面に、コ
ーテイングし、さらにその表面に、ホワイトカー
ボンやシリカヒユームなどの微粒子状(約10〜
20μm)非晶質のけい酸(シリカ)を付着(まぶ
す)すると、良い結果が得られることを知見した
のである。そして、こうして得られた混和材を添
加して得られたコンクリートは、非晶質シリカを
付着しないものに比べると、強度も大きくかつ不
透水性にも優れたものになることが判つた。
けい酸アルカリの中和工程で生成するゾルやゲ
ルは、コロイド粒子から構成されているが、この
コロイド粒子の表面は多量のシラノール基(−Si
−OH)を保有している。そこで、このゾルやゲ
ルによつてポラゾン等のシリカ含有物質の表面に
コーテイングすると、その表面が活性化されるの
である。なお、かかるシラノール基は加熱(特に
200℃を超える温度)されると脱水反応を起こし
て、化学的活性の小さいシロキサン結合(Si−O
−Si)に変化するので、乾燥処理は200℃以下で
行うことが望ましい。
要するに、本発明は、可溶性シリカを含むシリ
カ含有物質の表面に、けい酸のゾルおよび/また
はゲルのコーテイング層を形成し、さらにその表
面に非晶質シリカを付着させてなる点に特徴を有
するが、上記コーテイング層を形成するためのコ
ーテイング剤(予め調整しておく)としては、け
い酸アルカリを硫酸や塩酸、硝酸、燐酸等の無機
酸または有機酸で中和したものを用いる。
上述のようにして中和した前記コーテイング剤
のPHは、9〜4程度(9:ゾル7ゲル:4)
とする。また、このコーテイング剤の濃度は、次
に行う表面コーテイングを考慮して、好ましくは
コーテイングに適するシリカゾルとするのがよい
が、シリカゲルであつても混合機を用いれば充分
均一に表面コーテイングができる。なお、このコ
ーテイング後の製品の乾燥は、表面状態より考え
200℃以下で乾燥するのが望ましい。
かかる表面コーテイングの方法としては、上述
の方式の他に、まずシリカ含有物質に所定量のけ
い酸アルカリを混合し、引続き上記と同じ酸を添
加して中和してもよく、コンクリート混和剤とし
て同一の効果を発揮する。
本発明において、けい酸アルカリとシリカ含有
物質との混合割合は次のように考えられる。すな
わち、シリカ含有物質に対し、けい酸アルカリの
量が0.1wt%以下では効果がなく、一方、40wt%
以上では添加の効果が限界となり、高価となる。
セメントに適用する場合、20wt%程度が上限添
加量として適当である。
〔実施例〕
本発明例としては、まず天然産のけい酸白土
(全シリカ:71.5%、可溶性シリカ:47.3%、平
均粒子径:10μm)に、JIS 3号水ガラスを10倍
量の水で希釈し硫酸でPH7まで中和して得られた
ゲルを、前記白土100部に対し、水ガラス量にし
て2.5部(試料A)および5部(試料B)混合し、
100℃で乾燥し、解砕して供試料(サンプル)と
した。
次に、白土100部に対し水で10倍に希釈したJIS
3ガラスを水ガラス等で2.5部(試料C)および
5.0部(試料D)混合し、PH7まで中和するに必
要な硫酸(10%硫酸)を加えて混合したのち乾
燥、解砕してサンプルとした。
また、上記けい酸白土に代えて、フライアツシ
ユ(全シリカ58.6%、可溶性シリカ33.7%、平均
粒子径23μm)を用いたものをサンプルE,Fと
し、
さらに、試料Aに、白土にシリカヒユーム(全
シリカ:90.7%、可溶性シリカ72.4%、平均粒子
径0.3μm)を添加、混合したものを、それぞれサ
ンプルG,H,I(本発明品)とし、
試料Eにシリカヒユームを添加したものをそれ
ぞれサンプルJ,K,L(本発明品)とした。
また、従来技術としては、未処理のけい酸白土
を用いた例をMとし、未処理のフライアツシユを
用いた例をNとした。
第1表に示した上記各サンプル(A〜N)につ
いて、JIS A1404建築用セメント防水剤の試験方
法に従つて、モルタルに添加したときの圧縮強さ
と透水量について試験結果を第2表に示す。
この表から判るように、例えばテストNo.9に
ついて見ると、従来品であるテストNo.15に比べ
て、6ヶ月経過後の圧縮強さは26kgf/cm2も高い
値を示し、また透水量も6gも低くなつており、
強度および防水性とも本発明混和剤の方が良い結
果を示した。
また、サンプルA〜Fと比較しても、強度、透
水性がともに優れることがわかつた。
[Industrial Application Field] The present invention relates to concrete admixtures that are mainly used for concrete, mortar, and cement, and in particular, concrete admixtures used to improve the mechanical strength and waterproofness of concrete, mortar, etc. This is a proposal regarding its manufacturing method. Such concrete admixtures are used in addition to concrete, as well as mortar and cement, to impart or improve desired properties. Among them, waterproof admixtures (hereinafter simply referred to as "waterproofing agents")
By promoting the hydration reaction of cement,
Cement gel is used as a material that has the function of blocking water absorption and permeation in mortar and concrete by filling voids and forming a water-impermeable or water-repellent layer or membrane inside mortar or concrete. [Prior Art] Conventionally, the waterproofing agents used include naturally occurring pozzolanic substances such as clay and clay, fly ash produced as a by-product in thermal power plants, fine particulate silica hume produced as a by-product during the production of ferrosilicon, and calcium chloride. , sodium silicate, higher fatty acids, liquid paraffin (paraffin emulsion), water-soluble polymers, etc. were used. [Problem to be solved by the invention] Among the above-mentioned mixtures that reduce water permeability that have been conventionally used, naturally occurring pozzolanic materials such as white clay and slate are natural products, so they do not have physical properties. However, since there are many variations in chemical properties, the effect when added to mortar or concrete is inconsistent, so there was a problem in that properties had to be tested before use. There are even examples of this, such as when the properties of the same mine change slightly when the mining area changes slightly. In addition, in the case of the fly ash, the reaction rate is slow and it takes several months for the effect to become apparent.On the other hand, the silica hume has excellent performance as a waterproofing agent, but has problems such as a scarcity of supply sources and a high price. It was hot. Furthermore, in the case of calcium chloride, sodium silicate, etc., although they exhibit waterproof properties, they are expensive and have the problem of lowering the strength of mortar and concrete. The present invention aims to overcome the problems of conventional waterproofing agents as described above, and is particularly effective in improving the mechanical strength and water impermeability of mortar and concrete, and is also effective in preventing alkaline aggregate reactions. The purpose is to provide an effective concrete admixture. [Means for solving the problem] The above objectives will be reliably achieved by adopting means that have the following points as their main points. That is, the present invention
A coating layer of silicic acid sol and/or silicic acid gel obtained by neutralizing an alkali silicate with an acid is provided on the surface of a silicic acid-containing substance containing soluble silica, and We propose a concrete admixture made by adhering fine particulate silicic acid to the surface. [Function] The "silicic acid-containing substance containing soluble silica" which is the main component of the admixture of the present invention is a pozzolanic natural mineral such as white clay, clay, fly ash, silica-containing slag, etc., and the particle size when used is an average particle size. Preferably 1 in diameter
It is about ~100μm. Normally, natural minerals can be used as is, but they may be crushed if necessary. In some cases, amorphous high silica (containing a large amount of soluble silica) is preferable. This is because so-called high-silica admixtures with a high silica content increase the strength and water resistance of concrete. The reason for this is that the amorphous silica (soluble silica) contained in this admixture causes free CaO in the concrete.
This creates a stable, insoluble substance called lCaO・mSiO 2・nH 2 O (called a polazon reaction), which strongly bonds between concrete particles, resulting in an increase in strength, and this stable substance
It is thought that water impermeability increases because by reducing the voids caused by breathing after water has drained out, concrete becomes denser and fills the voids. However, this porazon reaction is very slow with naturally occurring amorphous silica, fly ash, and silica found in mine slag, and a certain temperature and long time are required for complete reaction, so improvements are desired. On the other hand, if alkali silicate (sodium silicate), which is used as a waterproofing agent, is mixed into concrete,
The Na 2 O part in sodium silicate (mNa 2 O・nSiO 2 ) replaces CaO, creating insoluble mCaO・nSiO 2 , which liberates alkali, causing an alkali aggregate reaction and causing the concrete to collapse. , undesirable for use in concrete. Therefore, the present inventors conducted research to solve the above-mentioned bottlenecks of the silicic acid substance and sodium silicate, and found that alkali silicate can be neutralized with an inorganic acid (e.g. sulfuric acid, hydrochloric acid, etc.) or an organic acid. The active sol or gel silica is prepared in advance or subsequently, and this is coated on the surface of natural porazone-based materials, fly ash, or slag, and then white carbon, silica fume, etc. are coated on the surface. Fine particles (approximately 10~
They discovered that good results could be obtained by sprinkling amorphous silicic acid (20 μm). It was also found that concrete obtained by adding the admixture thus obtained has greater strength and excellent water impermeability than concrete that does not have amorphous silica attached. Sols and gels produced in the neutralization process of alkali silicate are composed of colloidal particles, and the surfaces of these colloidal particles have a large amount of silanol groups (-Si
−OH). Therefore, when the surface of a silica-containing substance such as porazone is coated with this sol or gel, the surface is activated. In addition, such silanol groups can be heated (especially
If the temperature exceeds 200℃, a dehydration reaction will occur, forming siloxane bonds (Si-O
-Si), so it is desirable to perform the drying process at 200°C or lower. In short, the present invention is characterized in that a coating layer of silicic acid sol and/or gel is formed on the surface of a silica-containing substance containing soluble silica, and amorphous silica is further adhered to the surface. However, as a coating agent (prepared in advance) for forming the above-mentioned coating layer, an alkali silicate neutralized with an inorganic or organic acid such as sulfuric acid, hydrochloric acid, nitric acid, or phosphoric acid is used. The pH of the coating agent neutralized as described above is about 9 to 4 (9: sol 7 gel: 4)
shall be. Further, the concentration of this coating agent should be set to a silica sol suitable for coating, taking into account the next surface coating, but even with silica gel, the surface can be coated sufficiently uniformly by using a mixer. Please note that the drying of the product after this coating depends on the surface condition.
It is desirable to dry at a temperature below 200℃. In addition to the method described above, such surface coating may be carried out by first mixing a predetermined amount of alkali silicate with a silica-containing substance, and then neutralizing it by adding the same acid as above, and using it as a concrete admixture. It has the same effect. In the present invention, the mixing ratio of alkali silicate and silica-containing substance is considered as follows. In other words, when the amount of alkali silicate is less than 0.1wt%, it has no effect on the silica-containing substance, while when it is 40wt%
Above this amount, the effect of addition becomes limited and becomes expensive.
When applied to cement, approximately 20wt% is appropriate as the upper limit of addition amount. [Example] As an example of the present invention, first, JIS No. 3 water glass was added to natural silicate clay (total silica: 71.5%, soluble silica: 47.3%, average particle size: 10 μm) with 10 times the amount of water. The gel obtained by diluting and neutralizing with sulfuric acid to pH 7 was mixed with 2.5 parts (sample A) and 5 parts (sample B) of water glass per 100 parts of the above clay,
It was dried at 100°C and crushed to obtain a sample. Next, JIS diluted 10 times with water to 100 parts of white clay.
3 glass with water glass etc. 2.5 parts (sample C) and
5.0 parts (sample D) were mixed, and sulfuric acid (10% sulfuric acid) necessary to neutralize the pH to 7 was added and mixed, followed by drying and crushing to obtain a sample. Samples E and F are samples in which fly ash (total silica 58.6%, soluble silica 33.7%, average particle size 23 μm) is used instead of the silicate clay. 90.7% soluble silica, 72.4% soluble silica, average particle size 0.3 μm) were added and mixed as Samples G, H, and I (products of the present invention), respectively, and Samples J and I were obtained by adding silica hume to Sample E, respectively. K and L (products of the present invention). Furthermore, regarding the prior art, an example using untreated silicate clay is designated as M, and an example using untreated fly ash is designated as N. For each of the above samples (A to N) shown in Table 1, test results are shown in Table 2 regarding the compressive strength and water permeability when added to mortar according to the JIS A1404 test method for cement waterproofing agents for construction. . As can be seen from this table, for example, in Test No. 9, compared to the conventional product Test No. 15, the compressive strength after 6 months was 26 kgf/cm 2 higher, and the water permeability was 26 kgf/cm 2 higher. It has also dropped by 6g,
The admixture of the present invention showed better results in both strength and waterproofness. Moreover, it was found that both strength and water permeability were excellent when compared with Samples A to F.
【表】【table】
【表】【table】
【表】【table】
以上説明したように本発明によれば、得られた
混和剤をコンクリートに適用した場合、まず、表
面に付着した非晶質シリカとコーテイングされた
活性なシリカがポラゾン反応をし、強度と透水性
を向上させると共に、核になつているシリカ含有
物質も長期にわたつて反応をするから、短期から
長期にわたつて強固で耐水性のあるコンクリート
が得られる。
As explained above, according to the present invention, when the obtained admixture is applied to concrete, first, the amorphous silica attached to the surface and the coated active silica undergo a porazon reaction, which improves strength and water permeability. In addition, the silica-containing material that forms the core reacts over a long period of time, making it possible to obtain concrete that is strong and water-resistant from short to long term.
Claims (1)
面に、けい酸ゾル及び/またはけい酸ゲルのコー
テイング層を有し、さらにそのコーテイング層の
その表面に微粒子状けい酸を付着させてなるコン
クリート混和剤。1. A concrete admixture that has a coating layer of silicic acid sol and/or silicic acid gel on the surface of a silicic acid-containing substance containing soluble silica, and further has fine particulate silicic acid adhered to the surface of the coating layer. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22171389A JPH02180738A (en) | 1989-08-30 | 1989-08-30 | concrete admixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22171389A JPH02180738A (en) | 1989-08-30 | 1989-08-30 | concrete admixture |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14135286A Division JPS632845A (en) | 1986-06-19 | 1986-06-19 | Concrete admixing agent and manufacture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02180738A JPH02180738A (en) | 1990-07-13 |
| JPH0512295B2 true JPH0512295B2 (en) | 1993-02-17 |
Family
ID=16771102
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22171389A Granted JPH02180738A (en) | 1989-08-30 | 1989-08-30 | concrete admixture |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02180738A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002121053A (en) * | 2000-10-11 | 2002-04-23 | Koyu Sangyo Kk | Cement/concrete admixture and its production process |
| JP7059061B2 (en) * | 2018-03-20 | 2022-04-25 | 日本国土開発株式会社 | Manufacturing method of concrete structure |
-
1989
- 1989-08-30 JP JP22171389A patent/JPH02180738A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02180738A (en) | 1990-07-13 |
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