JP6347019B1 - A method of manufacturing concrete with admixture to prevent deterioration. - Google Patents

A method of manufacturing concrete with admixture to prevent deterioration. Download PDF

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JP6347019B1
JP6347019B1 JP2017216906A JP2017216906A JP6347019B1 JP 6347019 B1 JP6347019 B1 JP 6347019B1 JP 2017216906 A JP2017216906 A JP 2017216906A JP 2017216906 A JP2017216906 A JP 2017216906A JP 6347019 B1 JP6347019 B1 JP 6347019B1
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廣美 畑中
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Abstract

【課題】高硬度、耐水性、耐候性、変質変色などの防止を実現し、永久的に新品同様で劣化防止を可能とした劣化防止混和剤入コンクリートの製造方法を提供する。【解決手段】既存コンクリート構造物等表面に塗布用とする水溶液状の液体ガラスを用い、又はこの液体ガラスを乾燥機等で水分を蒸発により濃縮させ、或いは石英ガラスを溶解させる段階で少量の溶剤で適度に濃縮させた液体ガラスに精製させ、非濃縮又は濃縮した液体ガラスをコンクリート混和剤として成り、当該液体ガラスをコンクリート用劣化防止混和剤として用い、この混和剤をコンクリート設計条件での単位容積当りの量の計算による割合で配合・調合させた生コンと成す、コンクリートの製造方法。【選択図】図1The present invention provides a method for producing a concrete containing a deterioration-preventing admixture that realizes prevention of high hardness, water resistance, weather resistance, alteration and discoloration, and is capable of preventing deterioration in the same manner as a new article. A small amount of solvent is used at the stage of using an aqueous liquid glass to be applied to the surface of an existing concrete structure or the like, or concentrating the liquid glass by evaporating water with a drier or the like, or dissolving quartz glass. The liquid glass is refined to a moderately concentrated liquid glass, and the non-concentrated or concentrated liquid glass is used as a concrete admixture, and the liquid glass is used as a concrete deterioration-preventing admixture. A concrete manufacturing method consisting of ready-mixed concrete blended and blended at a rate calculated by the amount per unit. [Selection] Figure 1

Description

本発明は、従来の生コン製造方法によるコンクリート構造物の耐用年数は一般的に50年前後とされ、維持補修に用途に応じた補修材・補修剤で劣化の防止に膨大な費用をかけている。
この劣化の原因には、鉄筋コンクリートでは、力学的にコンクリートの疲労、鋼材の疲労であり、物理・化学的にはコンクリートでは収縮、凍害、アルカリ骨材反応、酸性環境下での腐食、炭酸化・中性化と、鋼材では塩害(発錆)、中性化(発錆)が劣化の主な原因とされ、又、材料の劣化としてコンクリートのひび割れ、剥離、変色と、鋼材では腐食(錆)と破断であり、構造物の劣化では、耐荷性能、美観などが劣化要因とされる事から、これらの劣化要因を解消するために開発(発明)された液体ガラスを混和剤に精製し、適当な割合で生コンに配合させミキサで練り混ぜる方法により常温領域で石英ガラス状として硬化し、高硬度、耐水性、耐候性、変質変色などの防止を実現し、永久的に新品同様で劣化防止を可能としたコンクリートを特徴とした劣化防止混和剤入コンクリートの製造方法に関する。
In the present invention, the useful life of a concrete structure produced by a conventional ready-mixed concrete manufacturing method is generally around 50 years, and maintenance and repairs require a huge amount of cost to prevent deterioration with repair materials and repair agents according to the application. .
The cause of this deterioration is the fatigue of concrete and reinforced steel in reinforced concrete, and the shrinkage, frost damage, alkali-aggregate reaction, corrosion in an acidic environment, Neutralization, salt damage (rusting) and neutralization (rusting) are the main causes of deterioration in steel materials, and cracks, delamination and discoloration of concrete as material deterioration, and corrosion (rust) in steel materials In the deterioration of the structure, load resistance performance, aesthetics, etc. are considered as deterioration factors, so the liquid glass developed (invented) to eliminate these deterioration factors is purified into an admixture and used appropriately. It is hardened as quartz glass in the normal temperature range by mixing it with ready-mixed concrete at a proper ratio and kneading with a mixer, realizing high hardness, water resistance, weather resistance, discoloration, etc. Conch made possible The method for producing a degradation preventing admixture input Concrete characterized over bets.

液体ガラスは、ガラスが原料である石英・SiO2の結晶から取り出した微粒子が主成分としている。溶融石英ガラスは主に天然水晶であり、常温で溶融するには「混ぜる物質は企業秘密」とするも、しかし、既に液体ガラス剤として製品化されており、株式会社ニッコー(創業者は液体ガラスの発明者である塩田政利氏)からコンクリートや木材の多孔質材料表面に液体ガラス剤を塗布し浸透させる工法を用い、高密度のガラス層の浸透膜厚はコンクリート表面から5〜6mmと薄いものの、水滴・塩水・酸性雨の耐水性と、少しずつの水蒸気の透過と、中性化の原因となる炭素ガスの侵入を抑制する効果ある改質工法を活用して、生コンクリート製造工程の段階で精製した液体ガラスを混和剤として用いることにより、コンクリート自体が液体ガラス混入で石英ガラス状に硬化となり非劣化(劣化防止を意味する)コンクリートとなる。 Liquid glass is mainly composed of fine particles extracted from quartz / SiO2 crystals which are made of glass. Fused quartz glass is mainly natural crystal, also to melt at room temperature is a "mix material is a trade secret", however, has already been commercialized as liquid glass agent, Co., Ltd. Nikko (founder liquid glass Mr. Masatoshi Shioda, the inventor of the company) uses a method of applying a liquid glass agent to the surface of porous materials such as concrete and wood and infiltrating it. The osmotic film thickness of the high-density glass layer is as thin as 5-6 mm from the concrete surface. Stage of ready-mixed concrete production process, utilizing water resistance of water droplets / salt water / acid rain, permeation of water vapor gradually, and effective reforming method to suppress carbon gas intrusion causing neutralization By using the liquid glass purified in the above as an admixture, the concrete itself is hardened into quartz glass by mixing with the liquid glass, and becomes non-degraded (meaning prevention of deterioration) concrete.

生コンクリートの製造において、通常はセメントに砂と砂利(砕石)の骨材に水と用途に応じた既存の混和剤を適当な割合で配合しミキサで練り混ぜて製造する従来の配合の製造に加え、更に既存の液体ガラスを用い、又は石英ガラスを溶解させる段階で少量の溶剤で適度に濃縮させた液体ガラスを精製させた液体ガラスを混和剤とし、適量な割合で生コンに配合させ、ミキサで練り混ぜる方法により石英ガラス状に硬化し、無筋や有筋コンクリートの構造物、及び二次製品の製造に、常温領域(常温とは15〜25℃と規定されているで石英ガラス状に硬化する液体ガラスは、その原液の成分である石英つまり二酸化ケイ素(Sio2)はガラスが主成分から風化に強い特長があり、劣化を防止できる効果があるコンクリートの製造とした劣化防止混和剤入コンクリートの製造方法により課題が解決できる。 In the production of ready-mixed concrete, it is usually used for the production of conventional blends in which sand and gravel (crushed stone) aggregate is mixed with water and the existing admixture according to the application in an appropriate ratio and mixed with a mixer. In addition, the existing liquid glass or the liquid glass that has been refined with a small amount of solvent at the stage of dissolving the quartz glass is used as an admixture and blended into the ready-mixed mixture at an appropriate ratio. cured quartz glass by a method of mixing kneading, the structure of unreinforced and Yusuji concrete, and the production of secondary products, quartz glass at ambient temperature region (specified as 15-25 ° C. the room temperature) As for liquid glass that hardens rapidly, quartz, which is a component of the stock solution, that is, silicon dioxide (Sio2), is characterized by the fact that glass is the main component and is resistant to weathering, and it has been produced as a concrete that has the effect of preventing deterioration. The problem can be solved by the manufacturing method of the concrete with the additive admixture.

本発明は、このような状況を鑑みて案出されたものであって、劣化するコンクリートから非劣化コンクリートにすることで維持補修を不要としたコンクリートを特徴とした劣化防止混和剤入コンクリートの製造方法に関する。   The present invention has been devised in view of such a situation, and is made of deterioration-preventing admixture-containing concrete characterized by concrete that does not require maintenance and repair by changing from deteriorating concrete to non-deteriorating concrete. Regarding the method.

請求項1に記載の、生コンクリート(以下「生コン」ともいう)の製造において、プラントでセメントに水と砂と砂利の骨材に、用途に応じた混和剤を適量な割合で配合しミキサで練り混ぜ製造する生コン製造において液体ガラスの原料を組成する、Sio2無機微粒子と、TEOS+アルコールと、バインダーと、Mg、V、Znの成分により、組成する原料の配合でアルコールを減量した調合により濃縮液体ガラスに精製し、これをコンクリート混和剤として用いるもので、濃縮した液体ガラスの混和剤をコンクリート設計条件での単位容積当りの計算による割合で、配合・調合させた生コンに製造し、工事現場の型枠内に打設したコンクリートの製造を特徴とした劣化防止混和剤入コンクリートの製造方法に関する。 In the production of ready-mixed concrete according to claim 1 (hereinafter also referred to as "ready-con"), an admixture containing an appropriate amount of admixture according to the application is mixed with water, sand and gravel aggregate in cement at a plant. in ready mixed concrete produced for kneading manufactured concentrate, the composition of the raw material liquid glass, and Sio2 inorganic fine particles, a TEOS + alcohol, a binder, Mg, V, by components of Zn, the formulation was reduced to alcohol formulation of raw material composition This product is refined into liquid glass and used as a concrete admixture. Concentrated liquid glass admixture is manufactured into a ready-mixed concrete mix at a ratio per unit volume calculated under concrete design conditions. The present invention relates to a method for producing a concrete containing a deterioration-preventing admixture characterized by the production of concrete placed in a formwork.

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本発明の劣化防止混和剤入コンクリートの製造方法は、コンクリート構造物及びプレキャストコンクリート(二次製品)又は場所打ち吹付けコンクリート又はモルタルにおいて、常温領域で石英ガラス状として硬化する事で、高硬度、耐水性、耐候性、変質変色などを防止する改質剤により劣化を防ぐ生コンクリートとモルタルを特徴としたコンクリート及びモルタルの製造において、劣化防止混和剤入コンクリートの製造方法は1立方メートルの単価も高額が予想されるが、公共土木工事や高層ビル・マンションの建築工事等に用いる事で永久的に補修工事を不要とし、その経済効果の方が大きい。   The method for producing a concrete with an admixture for preventing deterioration according to the present invention has a high hardness by curing as a quartz glass in a normal temperature region in a concrete structure and precast concrete (secondary product) or cast-in-place concrete or mortar. In the production of concrete and mortar characterized by ready-mixed concrete and mortar that prevents deterioration by a modifier that prevents water resistance, weather resistance, alteration and discoloration, etc., the production method of concrete with deterioration-preventive admixture is also expensive at 1 cubic meter However, it can be used for public civil engineering and high-rise buildings and condominiums, etc., making repair work unnecessary, and its economic effect is greater.

次に図面を参照して、本発明の劣化防止混和剤入コンクリートの製造方法につて説明する。 Next, with reference to drawings, the manufacturing method of the concrete with a deterioration preventing admixture of the present invention will be described.

本発明において、生コンクリートの製造において、プラントでセメントに水と砂と砂利の骨材に、用途に応じた既存の混和剤を適量な割合で配合しミキサで練り混ぜ製造するこれまでの生コン製造方法に、
既存の液体ガラスは木材やコンクリート構造物の表面に塗布する目的から、薄くした液体ガラスであることから、高濃度にして用いる必要から、液体ガラスの原料を組成する、Sio2系無機微粒子と、TEOS系成分+アルコールと、バインダーを少量と、Mg、V、Znの成分を少量により、組成する原料の配合でアルコールを減量した調合により濃縮液体ガラスに精製させ、コンクリート混和剤として用いるものである。液体ガラスを混和剤にするには、原料となる石英ガラス(溶融石英ガラスをいう)は名前の通りガラスの一種であり、他のガラスは種々の成分から出来ているのに対し、石英ガラスはほぼSi02だけからできているため、石英ガラスに含まれる金属不純物の量は極めて少なく、多いもので数10PPM(10万分の1)、少ないものでは10PPb(1億分の1)以下で純度が極めて高いのが石英ガラスの特長であり、成分には二酸化ケイ素(Si02)と、その他微量のホウ酸(B203)、アルミナ、酸化鉛、酸化ナトリウム、酸化カリウム、酸化カルシウムからの物質元素で組成されるも、主原料となる二酸化ケイ素(Si02)は、99,9%以上の高純度からなる二酸化ケイ素を主成分として組成されている。
この石英ガラスを用いた液体ガラスの製法について、株式会社ニッコーが主張する限りでは「水+エタノール+微粒ガラス」という成分表示のみで液体ガラスは出来ているとしているが、実は「液体ガラスの不思議」での特許文献により液体ガラスの組成が判明した。
即ち、石英と言われる(1)Si02系無機微粒子と、(2)TEOS(テトラエトキシシラン)系成分+アルコールと、(3)バインダー少量と、(4)Mg(マグネシウム)、V(バナジウム)、Zn(亜鉛)等の成分少量、による組成(物質の元素)でなっている事を突き止めるが、しかし特許文献では元素の比率は記載されていないとの事であります。この組成により株式会社ニッコーで「液体ガラスを精製」しており、この液体ガラスをコンクリート混和剤として用いるもので、コンクリート設計条件での単位容積当りの計算による割合で、配合・調合させた生コンに製造することで、石英の成分である二酸化ケイ素(Sio2)はガラスを主成分とし風化に強い特長から、劣化を防止する効果のあるコンクリートの製造を特徴とした劣化防止混和剤入コンクリートの製造方法である。
In the present invention, in the production of ready-mixed concrete, the aggregate of water and sand and gravel cement plant, hitherto mixed concrete manufacture of the manufacture kneading the formulation by a mixer with a suitable amount percentage of existing admixtures according to the application On the way,
Since existing liquid glass is a thin liquid glass for the purpose of coating on the surface of wood and concrete structures, it is necessary to use it at a high concentration, so Sio2 inorganic fine particles that compose the raw material of liquid glass, and TEOS It is refined into concentrated liquid glass by blending raw materials to be composed with a small amount of system components + alcohol, a small amount of binder, Mg, V, and Zn, and used as a concrete admixture. In order to use liquid glass as an admixture, quartz glass (referred to as fused silica glass) as a raw material is a kind of glass as the name suggests, while other glasses are made of various components, while quartz glass is Because it is almost made of only Si02, the amount of metal impurities contained in quartz glass is extremely small, with many being several tens of PPM (parts per 100,000), and few being less than 10 PPb (parts per hundred million). The high feature is quartz glass, and it is composed of silicon dioxide (Si02) and other material elements from trace amounts of boric acid (B203), alumina, lead oxide, sodium oxide, potassium oxide, and calcium oxide. However, silicon dioxide (Si02) as a main raw material is composed mainly of silicon dioxide having a high purity of 99,9% or more.
As far as Nikko Corporation claims, this liquid glass manufacturing method uses quartz glass, but it is said that liquid glass is made only with the component indication of “water + ethanol + fine glass”, but in fact it is “the wonder of liquid glass”. The composition of the liquid glass was revealed by the patent literature in
That is, (1) Si02 inorganic fine particles called quartz, (2) TEOS (tetraethoxysilane) component + alcohol, (3) a small amount of binder, (4) Mg (magnesium), V (vanadium), It is found that the composition (substance of the substance) is due to a small amount of components such as Zn (zinc), but the ratio of elements is not described in the patent literature. With this composition, Nikko Co., Ltd. has "refined liquid glass" . This liquid glass is used as a concrete admixture, and is mixed and blended at a ratio calculated per unit volume under concrete design conditions. Manufacturing method of concrete with admixture for preventing deterioration, characterized by the production of concrete that has the effect of preventing deterioration from the fact that silicon dioxide (Sio2), which is a component of quartz, is mainly composed of glass and is resistant to weathering. It is.

本来、液体ガラスの発明は1987年とのことであり、製品開発から既に30年が経過している中で、当時の発明者である株式会社ニッコーの経営者である塩田政利氏は、2017年7月にテレビ東京(ガイアの夜明け)と、テレビ朝日(モーニングショー)での出演による報道によると、通常、ガラスは1400度以上の高温でなければ液状に溶解しないが、塩田氏は常温(常温とは15〜25℃と規定されている)で液体化することに成功する。しかし、この液体ガラスの用途は現在のところ、木材と既存コンクリート構造物の表面に塗布する方法のみで、主に国内で塗布工法による材工共で施工しているため、全国的にまだ普及の途上にある。従って、この液体ガラスを活用し幅広く全ての国々で製造する生コンクリートに混ぜて用いる様にしたのが、本願の劣化防止混和剤入コンクリートの製造方法であり、国内のインフラ整備に用いることは無論、今、中国が主体で進めている「一帯一路」構想に参加し、世界のインフラ整備にも役立たせる必要から、日本で発明した「劣化防止混和剤」を供給するのは当然の成り行きと考えられる。それには、液体ガラスを発明し製造する、株式会社ニッコーの塩田政利氏の協力が不可欠である。 Originally, the invention of liquid glass was in 1987, and 30 years have already passed since product development, and Mr. Masatoshi Shioda, the manager of Nikko Co., Ltd., the inventor at that time, and TV Tokyo in July (dawn of Gaia), according to reports by appearances in TV Asahi (morning show), usually, glass is not dissolved in the liquid if it is not a high temperature of at least 1400 degrees, Shiota Mr. room temperature (room temperature Is defined as 15 to 25 ° C. ). However, at present, this liquid glass is only applied to the surface of timber and existing concrete structures, and is mainly used in Japan by material construction using the application method. On the way. Therefore, using this liquid glass and mixing it with ready-mixed concrete manufactured in all countries in a wide range is the manufacturing method of concrete with admixture for preventing deterioration described in this application, and it goes without saying that it is used for infrastructure development in Japan. Since it is necessary to participate in the “One Belt and One Road” concept, which is being promoted mainly by China, and to contribute to the development of global infrastructure, it is natural to supply the “degradation prevention admixture” invented in Japan. It is done. For that, the cooperation of Mr. Masatoshi Shioda of Nikko Co., Ltd., who invents and manufactures liquid glass, is indispensable.

混和剤には用途に応じた種類があり、大半の生コンに使用されている「AE剤」(コンクリート中に多くの独立した微細な空気泡を一様に連行し、ワーカビリテイーおよび耐凍害性を向上させるために用いる界面活性剤の一種である)と、「減水剤・AE減水剤」と、「高性能減水剤」と、「高性能AE減水剤」と、「流動化剤」と「凝結遅延剤」などがあります。
本発明の「液体ガラス混和剤」の水比率の調合や各種生コンの強度等については、既に製品化されている液体ガラス剤を用いて、コンクリートの示方配合の設計条件と配合強度の決定と、単位容積当りの量の計算と1バッチ当りの量の計算による、示方配合表等の基礎となる各種試験データを依頼し、生コンクリートの水との配合・調合比率、強度等各種データを集めるための試験を実験して戴き、例えば、現行のJIS A(Aは土木及び建築)毎、種類のコンクリートのテストピース試供体を3本毎取り、1週(7日)と4週(28日)の試供体を圧縮強度試験をし、その平均値を試験結果とし、更に別の3個のテストピース試供体のコンクリート表面に液状ガラスを塗装(塗布)し、その圧縮強度試験を行い比較したデータをとり、一方で、本発明の劣化防止混和剤(液体ガラス)の濃縮度の割合を、どの程度に濃縮したらよいのかを、既に製品化されている液体ガラス剤を用いて、JIS A毎種類のコンクリートの水との比率を異にした配合・調合をし、配合別生コンのテストピースを3本毎に1週と4週でのテストピース試供体を圧縮強度試験をし、適正な水と劣化防止混和剤の配合比率を試験して戴き単位容積「1立方メートル」当りの量の計算を算出し、JIS Aコンクリート規格の参考値としたデータを集め、JIS規格を目指す。
There are various types of admixtures depending on the application. “AE agent” used in most ready-mixed concrete (a large number of independent fine air bubbles are uniformly entrained in concrete for workability and frost resistance. Is a kind of surfactant used to improve water), "water reducing agent / AE water reducing agent", "high performance water reducing agent", "high performance AE water reducing agent", "fluidizing agent" and " There is "setting retarder".
About the composition of the water ratio of the `` liquid glass admixture '' of the present invention and the strength of various ready-mixed concrete, using the liquid glass agent that has already been commercialized, In order to collect various data such as mixing / mixing ratio and strength of ready-mixed concrete with water, by requesting various test data to be used as the basis of the formula composition table, etc. by calculating the amount per unit volume and calculating the amount per batch. For example, for every current JIS A (A is civil engineering and architecture), every three test piece specimens of various types of concrete, 1 week (7 days) and 4 weeks (28 days) The test specimens were subjected to a compressive strength test, the average value was taken as the test result, and liquid glass was coated (coated) on the concrete surface of another three test piece test specimens, and the compressive strength test was performed for comparison. While taking a book The ratio of the degree of concentration of the light deterioration prevention admixture (liquid glass) should be determined by using the liquid glass agent that has already been commercialized, and the ratio of JIS A for each type of concrete water. The mixing ratio of the appropriate water and deterioration prevention admixture is tested by mixing and mixing the test pieces with different mixing ratios, testing the compressive strength test of the test piece specimens every three and one week. , And calculate the amount per unit volume “1 cubic meter”, collect the data as reference values for the JIS A concrete standard, and aim for the JIS standard.

次に、一般的建築物に於けるコンクリートの示方配合計算例について述べる。
(1)設計条件、配合条件、設計基準強度:単位N/mm2、28。割り増し係数:1,15。粗骨材の最大寸法:mm、25。スランプ、cm、11。水セメント比:%、60。粗骨材率:%、39。単位水量:Kg/mm3、152。空気量:%、4.5。となり、次に、(2)使用材料条件、混和剤の選択:AE減水剤+当該劣化防止混和剤を使用する。セメント量に対する混和剤の割合:%、0,25。セメントの種類:普通ポルトランドセメント。粗骨材の種類:砕石。細骨材の種類:川砂。混和剤の種類:減水剤ポゾリスNo.5L,及び当該混和剤。セメントの比重:g/cm3、3、15。粗骨材の比重:g/cm3、2、64。細骨材の比重:g/cm3、2,62。1バッチ当りの容量:L、30。(3)単位容積当りの量の計算、1.水 W、152Kg。2.セメント C、253Kg。3.空気量 a、4,5%。4.小計1〜3=405Kg。全骨材 A、1903Kg。5.細骨材 S、739kg、6.粗骨材 G、1164kg。合計(4〜6)2308kg。減水剤、633g。当該混和剤、――。(4)示方配合の決定(示方配合表)、粗骨材の寸法:25mm。スランプ、11cm。水セメント比:60%。空気量:4,5%。細骨材率:39%。単位量(kg/m3)、水W152。セメントC253。細骨材S739。粗骨材G1164。混和剤A633g。となり、この場合の配合強度は32,2(N/mm2)となります。
従って、建築現場へは生コンプラントで製造し、ミキサ車で運搬しポンプ車で打設することになる。
Next, an example of how to mix concrete in a general building is described.
(1) Design conditions, blending conditions, design standard strength: units N / mm2, 28. Extra coefficient: 1,15. Maximum size of coarse aggregate: mm, 25. Slump, cm, 11. Water cement ratio:%, 60. Coarse aggregate rate:%, 39. Unit water volume: Kg / mm3, 152. Air volume:%, 4.5. Next, (2) Use material conditions, selection of admixture: AE water reducing agent + the deterioration preventing admixture is used. Ratio of admixture to cement amount:%, 0.25. Cement type: Ordinary Portland cement. Coarse aggregate type: crushed stone. Fine aggregate type: river sand. Type of admixture: Water reducing agent Pozzolith No. 5L and the admixture. Specific gravity of cement: g / cm3, 3, 15. Specific gravity of coarse aggregate: g / cm 3, 2, 64. Specific gravity of fine aggregate: g / cm 3, 2, 62. Capacity per batch: L, 30. (3) Calculation of the amount per unit volume, 1. Water W, 152Kg. 2. Cement C, 253Kg. 3. Air volume a, 4, 5%. 4. Subtotal 1-3 = 405 kg. Total aggregate A, 1903Kg. 5. Fine aggregate S, 739 kg, 6. Coarse aggregate G, 1164 kg. Total (4-6) 2308 kg. Water reducing agent, 633 g. The admixture. (4) Determination of indication composition (indication recipe), coarse aggregate size: 25 mm. Slump, 11cm. Water cement ratio: 60%. Air volume: 4,5%. Fine aggregate rate: 39%. Unit amount (kg / m3), water W152. Cement C253. Fine aggregate S739. Coarse aggregate G1164. Admixture A633g. In this case, the compounding strength is 32,2 (N / mm2).
Therefore, the building site is manufactured with a raw plant, transported with a mixer truck, and placed with a pump truck.

コンクリート設計配合において、当該液体ガラスの混和剤を用いるにあたり、水セメント比で、予め濃縮した液体ガラスを、コンクリート配合時に調合溶融した液体ガラスを水セメント比において設計条件に応じて配合し適正なスランプを確保する仕組みにより、生コン製造でコンクリートを満遍なく攪乱させた生コンの材齢1週間(7日)と4週間(28日)の供試体で、1)透湿試験、2)吸水率試験、3)酸化物イオン浸透に対する抵抗性試験、4)化学的浸食量に対する抵抗性試験、を「無処理試験体」と「S&TOP試験体」とを比較した試験を行い、現存する液体ガラスと同等の製品又は組成の構成比を変え濃度を高めて製造する。そこで液体ガラスの原料を組成する、1、Si02系無機微粒子と、2、TEOS(テトラエトキシシラン)系成分+アルコールと、3、バインダー少量と、4、Mg(マグネシウム)、V(バナジウム)、Zn(亜鉛)等の成分少量、による組成でなり、劣化防止混和剤としてコンクリートの製造工程で配合・調合した、劣化防止混和剤入コンクリートの製造方法である。 In concrete design blending, when using the liquid glass admixture, pre-concentrated liquid glass at a water cement ratio, liquid glass prepared and melted at the time of concrete blending is blended according to the design conditions at the water cement ratio, and an appropriate slump By using a mechanism to ensure that the concrete is uniformly disturbed in the production of ready-mixed concrete, it is a 1-week (7 days) and 4-week (28-day) specimen of the ready-mixed material. 1) Moisture permeability test, 2) Water absorption rate test, 3 A test comparing resistance test against oxide ion penetration, 4) resistance test against chemical erosion, "Non-processed test specimen" and "S & TOP test specimen", and products equivalent to existing liquid glass Alternatively, the composition is manufactured by changing the composition ratio and increasing the concentration. Therefore, composition of raw material of liquid glass, 1, Si02 inorganic fine particles, 2, TEOS (tetraethoxysilane) component + alcohol, 3, small amount of binder, 4, Mg (magnesium), V (vanadium), Zn This is a method for producing a concrete containing a deterioration-preventing admixture, which is composed of a small amount of components such as (zinc) and is blended and prepared in the concrete production process as a deterioration-preventing admixture.

図1において説明する。符号1は各種類のセメントの種類ごとタンク容器とし、符号2は粗骨材で粒径20mm又は25mm以下、40mm以下、80mm以下に分類の砂利堆積ヤードとし、符号3は細骨材で粒径10mm以下で5mm以下のものが85%以上含まれる砂の堆積ヤードとし、符号4は水で淡水の上水道か地下水のタンク容器とし、符号5は混和剤でAE剤等の容器とし、符号6は液体ガラスを精製した劣化防止混和剤を入れる容器とし、以上を総称してコンクリート材料又は単に材料という。符号7は符号2及び3の骨材表面水の含水比試験を行う試験室、符号8−1から8−6までは、コンクリート材料を配合・調合する時の各計量機である、符号9は各コンクリート材料で計量機を通して投入し撹拌するミキサである、符号10は各コンクリート材料の計量と練り混ぜ時間はコンピュータ制御で管理し生コンとして製造する、符号11はミキサで練り混ぜたコンクリートを積み込むホッパであり、符号12の生コン運搬車(生コンミキサ車ともいう)により、工事現場(土木及び建築)またはプレキャストコンクリートの工場ヤードに運送され型枠に投入しコンクリート構造物や二次製品となる。又、吹付コンクリートの現場では、符号2の粗骨材(粒径20mm以下を標準の砂利)を使用する。 This will be described with reference to FIG. Reference numeral 1 represents a tank container for each type of cement, reference numeral 2 represents a coarse aggregate and a gravel pile yard classified into particle diameters of 20 mm or 25 mm or less, 40 mm or less, and 80 mm or less, and numeral 3 represents a fine aggregate and a particle size. It is a sand accumulation yard containing 85% or more of 10 mm or less and 5 mm or less. Reference numeral 4 is a water and fresh water tank or ground water tank container, reference numeral 5 is an admixture container for AE agent, and reference numeral 6 is A liquid glass is used as a container containing a refined anti-deterioration admixture, and the above is generically called a concrete material or simply a material. Reference numeral 7 is a test room for performing the moisture content test of the aggregate surface water of reference numerals 2 and 3, and reference numerals 8-1 to 8-6 are measuring machines for mixing and blending the concrete material. Reference numeral 10 denotes a mixer for charging and mixing each concrete material through a weighing machine. Reference numeral 10 denotes a concrete mixer that controls the measurement and mixing time of each concrete material under computer control, and reference numeral 11 denotes a hopper for loading the concrete mixed with the mixer. In addition, by a ready-mixer transport vehicle (also referred to as a ready-mixer mixer) of reference numeral 12, it is transported to a construction site (civil engineering and architecture) or a precast concrete factory yard and put into a formwork to become a concrete structure or secondary product. Moreover, in the field of shotcrete, coarse aggregate (reference numeral 2 having a particle size of 20 mm or less) is used.

株式会社ニッコーの文献によると、液体ガラスによってコンクリートは化学変化により強化され、内部に水も浸透することも空気に触れることもなくなるので酸化を防ぎ中性化現象も起こらないため、一度、化学変化を起こし石英ガラス化したものは、永久的といえる効果があり、200年から800年は持つコンクリートに生まれ変わる、と言われている。しかし、この実験データはコンクリート表層部に液体ガラスを塗布し5mmから6mmを浸透させたデータであるが、しかし現存する橋梁の床版と地覆は走行車両で振動が発生し、ひび割れ現象が起こす恐れがあり、又、地震での揺れでもコンクリート内部からひび割れが発生する可能性も考えられる。 According to Nikko Co., Ltd., concrete is strengthened by chemical changes due to liquid glass, so that neither water permeates nor touches the air, preventing oxidation and neutralization. It is said that the glass that has been vitrified and converted into quartz glass has a permanent effect, and is reborn as concrete having 200 to 800 years. However, this experimental data is data in which liquid glass is applied to the concrete surface layer and infiltrated 5 to 6 mm. However , the existing bridge floor slab and ground cover generate vibration in the traveling vehicle, causing cracking phenomenon. There is also a possibility of cracking from the inside of the concrete even if it is shaken by an earthquake.

本発明はこれら上述の問題点を解消するための手段として、液体ガラスを高濃度に精製した、コンクリート用劣化防止混和剤を生コン製造時に配合・調合することで、コンクリート全体に液体ガラスの混入により高硬度に固化され、地震等の振動によるひび割れ(クラック)が防止できる事から、当該混和剤でのコンクリートの耐用年数は、液体ガラスを塗布し浸透させる工法の200年〜800年以上の耐用年数が期待でき新品同様なコンクリートが可能となる。無論従来のひび割れ防止の目地材、及び止水のための止水板は従来通り所定の位置に使用することが好ましい。一方で、この様に世界初の劣化防止コンクリートにするためには、本発明の「劣化防止混和剤」を配合したコンクリートを、取扱う関係責任者等に液体ガラスの基本的な知識を習得させ、資格制度を導入することも検討しなければならない。又、生コン製造工場、土木工事、建築工事現場、二次製品の工場等に従事する技術者・試験管理者が劣化防止混和剤入コンクリートに設計条件に満たした量の液体ガラスが配合されているかの検査をする「携帯型計測器」の製品開発も検討し、簡単に調べられる現場環境にするのが望まれる。 As a means for solving the above-mentioned problems in the present invention, liquid glass is refined to a high concentration. By mixing and blending a concrete deterioration-preventing admixture at the time of production of raw concrete, the entire concrete is mixed with liquid glass. Because it is solidified to a high hardness and can prevent cracking due to earthquakes and other vibrations, the useful life of concrete with the admixture is that of 200 to 800 years or more of the method of applying and infiltrating liquid glass. It is possible to expect concrete like new. Of course, the conventional joint material for preventing cracks and the water stop plate for water stop are preferably used at predetermined positions as before. On the other hand, in order to make the world's first deterioration-preventing concrete in this way, the person responsible for handling the concrete blended with the `` deterioration-preventing admixture '' of the present invention acquires basic knowledge of liquid glass, etc. We should also consider introducing a qualification system. Also, if engineers / test managers engaged in ready-mixed concrete manufacturing plants, civil engineering works, construction work sites, secondary product factories, etc., mix the amount of liquid glass that satisfies the design conditions in the concrete with deterioration prevention admixture. It is desirable to consider the development of products for “portable measuring instruments” that perform inspections, and to create a field environment that can be easily examined.

吹付工とは、吹付けモルタル又は吹付けコンクリートでトンネルや崖面の法面を覆う工法であり、風化等により劣化した崖面に対しては、外気や湿度変化、浸透水の遮断効果が非常に高く、施工性も優れていることから採用実績が多い工法の一つと言われ、また、切土法面やトンネル覆工にも広く用いられる。一般的な吹付けにはモルタル吹付が多いが、崖面や法面、トンネル内等の劣化によりコンクリート吹付け(粗骨材の粒径20mm以下を標準)をすることもある。 Spraying is a method of covering the slopes of tunnels and cliffs with sprayed mortar or shotcrete. The cliffs that have deteriorated due to weathering, etc. are very effective in blocking outside air, humidity, and seepage water. In addition, it is said to be one of the most widely adopted construction methods because of its high construction performance and excellent workability. It is also widely used for cutting slopes and tunnel lining. Mortar spray is common for general spraying, but concrete spraying (coarse aggregate particle size of 20 mm or less is standard) may occur due to deterioration on cliffs, slopes, tunnels, and the like.

本発明の液体ガラスの原料を劣化防止混和剤として用いる混和剤入コンクリートの製造方法は、コンクリート構造物及びプレキャストコンクリート又は場所打ち吹付けモルタルにおいて、常温領域で石英ガラス状として硬化する事で、高硬度、耐水性、耐候性、変質変色なし、汚れ防止、不燃性、耐薬品性、静電気抑制などを防止する画期的な改質剤により劣化を防ぐ生コンクリートとモルタルを特徴とした液体ガラスの劣化防止混和剤入コンクリートとその製造方法は土木構造物、建築等工事に経済効果をもたらすことで、産業上の利用が期待できる。   The method for producing admixture-containing concrete using the liquid glass raw material of the present invention as an anti-degradation admixture is highly effective by curing in a concrete structure and precast concrete or cast-in-place mortar as quartz glass at room temperature. It is a liquid glass characterized by ready-mixed concrete and mortar that prevents deterioration by innovative modifiers that prevent hardness, water resistance, weather resistance, no discoloration, dirt prevention, non-flammability, chemical resistance, static electricity suppression, etc. The concrete with deterioration preventing admixture and its manufacturing method can be expected to be used industrially by bringing economic effects to civil engineering structures and construction works.

本発明の実施の形態を示した液体ガラスを原料とする劣化防止混和剤入コンクリートの製造方法に関する製造工程フロー図である。 尚、モルタル製造の時は符号2の粗骨材計量機は停止させることもできる。It is a manufacturing process flowchart regarding the manufacturing method of the deterioration prevention admixture which uses the liquid glass which showed embodiment of this invention as a raw material. In addition, the coarse aggregate measuring machine of the code | symbol 2 can also be stopped at the time of mortar manufacture.

図1の符号の説明、
1、各種類のセメントをいう。
2、粗骨材で粒径20mm又は25mm以下、40mm以下、80mm以下に分類の砂利をいう。
3、細骨材で粒径5mm以下のものが85%以上含まれる骨材を砂という。
4、水で淡水をいう。
5、混和剤でAE剤等をいう。
6、液体ガラスを精製した劣化防止混合剤をいう。
7、粗骨材及び細骨材の表面水を含水比試験により混入する水量を調整する。
8−1、セメントの計量機。
8−2、粗骨材の計量機。
8−3、細骨材の計量機。
8−4、水の計量機。
8−5、混和剤(AE剤等)の計量機。
8−6、劣化防止混和剤(液体ガラス剤)の計量機。
9、8−1から8−6までの材料をミキサ(練混ぜ機)に投入し撹拌する機械。
10、生コン材料の計量と練り時間をコンピュータ制御により生コンクリートを製造。
11、製造した生コンクリートを吐き出させる所をホッパという。
12、ホッパから出した生コンクリートを現場に搬送する生コン運搬車。
Description of reference numerals in FIG.
1. Each type of cement.
2. Gravel classified into coarse aggregates with a particle size of 20 mm or 25 mm or less, 40 mm or less, or 80 mm or less.
3. Aggregate containing 85% or more of fine aggregate having a particle size of 5 mm or less is called sand.
4. It means fresh water with water.
5. Admixture refers to AE agent.
6. Refers to a deterioration-preventing mixture obtained by refining liquid glass.
7. Adjust the amount of water mixed with the surface water of coarse aggregate and fine aggregate by water content ratio test.
8-1. Cement weighing machine.
8-2, coarse aggregate weighing machine.
8-3, fine aggregate weighing machine.
8-4 Water meter.
8-5, measuring machine for admixture (AE agent etc.).
8-6, a measuring instrument for deterioration preventing admixture (liquid glass agent).
9, A machine in which materials from 8-1 to 8-6 are put into a mixer (kneader) and stirred.
10. Manufacture ready-mixed concrete by computer control of measuring and mixing time of ready-mixed materials.
11. A place where the manufactured ready-mixed concrete is discharged is called a hopper.
12. A ready-mixed concrete cart that transports ready-mixed concrete from the hopper to the site.

Claims (1)

生コンクリート(以下「生コン」ともいう)の製造において、プラントでセメントに水と砂と砂利の骨材に、用途に応じた混和剤を適量な割合で配合しミキサで練り混ぜ製造する生コン製造において液体ガラスの原料を組成する、Sio2無機微粒子と、TEOS+アルコールと、バインダーと、Mg、V、Znの成分により組成する原料の配合でアルコールを減量した調合により濃縮液体ガラスに精製し、これをコンクリート混和剤として用いるもので、濃縮した液体ガラスの混和剤をコンクリート設計条件での単位容積当りの計算による割合で、配合・調合させた生コンに製造し、工事現場の型枠内に打設したコンクリートの製造を特徴とした劣化防止混和剤入コンクリートの製造方法。 In the production of ready-mixed concrete (hereinafter also referred to as “ready-mixed concrete”), in the production of ready-mixed concrete, which mixes water, sand, and gravel aggregates in cement with an appropriate amount of admixture according to the application and mixes them with a mixer . The liquid glass raw material is composed of Sio2 inorganic fine particles, TEOS + alcohol, a binder, and the raw material composition composed of Mg, V, and Zn components. Used as a concrete admixture, concentrated liquid glass admixture was manufactured to a ready- mixed concrete mix at a ratio calculated per unit volume under concrete design conditions, and placed in a formwork at the construction site. method for producing a degradation preventing admixture entering concrete characterized by the production of concrete.
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