[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH11240744A - Highly strong glass polymer cement hardened material and its production - Google Patents

Highly strong glass polymer cement hardened material and its production

Info

Publication number
JPH11240744A
JPH11240744A JP10089191A JP8919198A JPH11240744A JP H11240744 A JPH11240744 A JP H11240744A JP 10089191 A JP10089191 A JP 10089191A JP 8919198 A JP8919198 A JP 8919198A JP H11240744 A JPH11240744 A JP H11240744A
Authority
JP
Japan
Prior art keywords
glass
water
cement
weight
particles
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
Application number
JP10089191A
Other languages
Japanese (ja)
Other versions
JP2858003B1 (en
Inventor
Gantan Funaki
元旦 舩木
Hideo Tamanoi
英雄 玉野井
Koji Yanagimachi
孝治 柳町
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gantan Beauty Industry Co Ltd
Original Assignee
Gantan Beauty Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Gantan Beauty Industry Co Ltd filed Critical Gantan Beauty Industry Co Ltd
Priority to JP1089191A priority Critical patent/JP2858003B1/en
Application granted granted Critical
Publication of JP2858003B1 publication Critical patent/JP2858003B1/en
Publication of JPH11240744A publication Critical patent/JPH11240744A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0045Polymers chosen for their physico-chemical characteristics
    • C04B2103/0053Water-soluble polymers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction

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)

Abstract

PROBLEM TO BE SOLVED: To obtain a highly strong hardened material by kneading and solidifying a hydraulic cement, natural silicate mineral particles, a large amount of glass particles and a water-soluble synthetic resin emulsion. SOLUTION: (A) The hydraulic cement comprises ordinary Portland cement, etc., but is preferably white cement. (B) The natural silica mineral includes iron tourmaline and garnet which are ground into particles having sizes of 5-250 μm. (C) The glass particles have particle sizes of 150 μm to 10 mm. (D) The water-soluble synthetic resin emulsion includes an emulsion prepared by diluting an acrylic-styrene copolymer resin or vinyl acetate-ethylene-vinyl chloride copolymer with water in a concentration of 20-40 wt.%. The components A, B, C and D are compounded in amounts of 10-90 pts.wt., 10-90 pts.wt., 20-180 pts.wt. and 20-50 pts.wt., respectively. The components are homogeneously dispersed, deaired, aged, molded and subsequently hardened to give the hardened material.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、食品飲料用並びに建材
等で利用価値を失ったガラス屑廃材の再生活用法とし
て、水硬性セメントと天然ケイ酸塩鉱物の混合物にガラ
ス屑廃材を多量に混入せしめ、水溶性合成樹脂エマルジ
ョンで混練、固化してなる高強度ガラスポリマーセメン
ト固化材とその製造方法に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a method of recycling waste glass waste material which has lost its value for use in foods and beverages and as a building material, as a method of recycling a large amount of waste glass waste into a mixture of hydraulic cement and natural silicate minerals. The present invention relates to a high-strength glass polymer cement solidified material which is mixed, kneaded and solidified with a water-soluble synthetic resin emulsion, and a method for producing the same.

【0002】[0002]

【従来の技術】現在、我が国では環境保全、資源の有効
利用等の観点から、廃棄物のリサイクル処理は重要な課
題となり、多くの提案がある。今日あるガラス屑廃材の
処理方法及び再利用の手段としては、ガラス廃材に硬化
剤、又はアスファルト、セメント等と共に混合し、道路
舗装への利用や固化物として採掘場跡地の埋め立て(特
開平5−154458号)を試みたり、あるいはガラス
ビーズに加工して、ガラスビーズ入りコンクリートとし
て、構造物の光反射板増強剤としての利用(特開平6−
340458号)が提案されている。
2. Description of the Related Art At present, recycling of waste is an important issue in Japan from the viewpoints of environmental protection and effective use of resources, and there are many proposals. As a method of treating and recycling glass waste materials, there is a method of mixing glass waste materials with a hardening agent, asphalt, cement, or the like, and using the mixture for road pavement or reclaiming a digging site as a solidified product (Japanese Unexamined Patent Application Publication No. No. 154458) or processed into glass beads and used as a concrete containing glass beads as an enhancer for a light reflection plate of a structure (Japanese Patent Laid-Open No. 6-1994).
No. 340458) has been proposed.

【0003】しかしながら、アスファルト等の道路舗装
に於いては、ガラス廃材最大混入比率は10〜15%程
度、並びに特開平6−340458号公報におけるセメ
ント、砂、砂利混合の生コンクリートの中にガラスビー
ズを入れた構造物の光反射への利用では、全体量の3〜
5%程度しか混入できない。ガラス廃材の再利用の面で
有効ではあるが、ガラス混入量が少ないため、ガラス廃
材を多量に活用するという面では効果が小さい。
However, in the case of road pavement such as asphalt, the maximum mixing ratio of glass waste material is about 10 to 15%, and glass beads are mixed in ready-mixed concrete mixed with cement, sand and gravel as disclosed in JP-A-6-340458. In the use of a structure with light for light reflection, 3 to 3
Only about 5% can be mixed. Although effective in terms of reusing glass waste material, the effect is small in terms of utilizing a large amount of glass waste material because the glass content is small.

【0004】[0004]

【本発明が解決しようとする課題】本来、ガラスを水硬
性セメントに混入すると、ガラス組成であるケイ酸成分
が水硬性セメントのアルカリ分と化学反応(アルカリ骨
材反応)を起こし、セメント結晶体中で組成変化を生じ
て膨張、剥離、亀裂などの劣化現象を引き起こす。その
ため、ガラス廃材をコンクリート固化体の骨材として多
量に使用することができない。本発明ではガラス廃材を
多量に活用したレンガ、タイルさらには大板の内外壁材
といった建築、土木資材となる高強度のガラスポリマー
セメント固化材とその製造方法を提供するものである。
Originally, when glass is mixed with hydraulic cement, the silicate component, which is a glass composition, causes a chemical reaction (alkali-aggregate reaction) with the alkali component of the hydraulic cement, resulting in a cement crystal. It causes a change in the composition inside, causing deterioration phenomena such as expansion, peeling and cracking. Therefore, a large amount of glass waste cannot be used as aggregate of the solidified concrete. An object of the present invention is to provide a high-strength glass-polymer cement solidified material that is used as a building and civil engineering material such as bricks, tiles, and large-sized inner and outer wall materials utilizing a large amount of glass waste material, and a method for producing the same.

【0005】[0005]

【課題を解決するための手段】本発明では、天然ケイ酸
塩鉱物の微細粉粒と共に多量のガラス屑廃材を微細ガラ
ス粉粒に加工して水硬性セメントの強化骨材として用
い、水溶性合成樹脂エマルジョンと混練することにより
強度の高いガラスポリマーセメント固化材となることを
見いだした。
According to the present invention, a large amount of waste glass waste is processed into fine glass particles together with fine particles of a natural silicate mineral and used as a reinforcing aggregate for hydraulic cement. It has been found that kneading with a resin emulsion results in a glass polymer cement solidified material with high strength.

【0006】すなわち、天然ケイ酸塩鉱物である鉄電気
石[NaFeAlSi(OH)30]および
ザクロ石[FeAl(SiO]はそれぞれ二
極性結晶体であるため、粉砕した微細粉粒が独立した二
極性結晶体を有し、これが水と接触するとき天然ケイ酸
塩鉱物のもつ電気特性により水を電気分解し、水が水素
イオン(H)と水酸イオン(OH)に分解する。そ
の際、プラスイオン(H)はイオン移動度が大きいた
め、水素ガス(H)として放出されるが、水酸イオン
(OH)は周囲の水分子(HO)と結合し[H
+OH=(H]、ヒドロキシルイオン(H
と呼ばれる界面活性物質に変化し、界面活性
効果を発生することがわかっている。
That is, tourmaline [NaFe 3 Al 6 B 3 Si 6 (OH) 30 ] and garnet [Fe 3 Al 2 (SiO 4 ) 3 ], which are natural silicate minerals, are each bipolar crystals. Because of this, the crushed fine particles have independent bipolar crystals, which when contacted with water, electrolyze water due to the electrical properties of natural silicate minerals, and convert water to hydrogen ions (H + ). Decomposes into hydroxyl ions (OH ). At that time, the positive ions (H + ) are released as hydrogen gas (H 2 ) because of their high ion mobility, but the hydroxyl ions (OH ) combine with surrounding water molecules (H 2 O) [ H 2 O
+ OH = (H 3 O 2 ) ], hydroxyl ion (H
It has been found that the substance changes into a surfactant called 3 O 2 ) - , which causes a surfactant effect.

【0007】本発明ではこの特性を利用し、水硬性セメ
ントに強化骨材として天然ケイ酸塩鉱物の微細粉粒と微
細ガラス粉粒を入れ水溶性合成樹脂エマルジョンと混合
すると、この水溶性合成樹脂エマルジョンの界面活性効
果が促進される。その結果、水硬性セメントと樹脂成分
との親和力が高まり、セメント結晶質組成と水溶性合成
樹脂とが緻密に絡み合った共重合体を作り、高い曲げ特
性と圧縮特性を示す。さらに、水溶性樹脂は水の界面活
性効果により、セメント結晶質組成とガラスとの間に樹
脂膜を形成する。その結果、セメント結晶質組成に直接
ガラスが接触しない状態となり、セメントとガラスとの
反応を阻止し、多量のガラスを添加した場合でも極めて
高い強度のガラスポリマーセメント材が得られることが
わかった。これまでは、ガラス屑を水硬性セメントに混
入させると固化体の強度低下が見られたが、水硬性セメ
ントの骨材として添加した天然ケイ酸塩鉱物の微細粉粒
と水溶性合成樹脂エマルジョンの相乗効果を活かしたガ
ラス廃材の多量活用の可能性のあることがわかり、本発
明を完成するに至った。
In the present invention, utilizing this property, fine particles and fine glass particles of a natural silicate mineral are added as a reinforcing aggregate to a hydraulic cement and mixed with a water-soluble synthetic resin emulsion. The surfactant effect of the emulsion is promoted. As a result, the affinity between the hydraulic cement and the resin component is increased, and a copolymer in which the crystalline structure of the cement and the water-soluble synthetic resin are densely entangled with each other is exhibited, exhibiting high bending characteristics and compression characteristics. Furthermore, the water-soluble resin forms a resin film between the cement crystalline composition and the glass due to the surfactant effect of water. As a result, it was found that the glass was not in direct contact with the cement crystalline composition, the reaction between the cement and the glass was prevented, and a glass polymer cement material having extremely high strength was obtained even when a large amount of glass was added. Until now, the strength of the solidified body was reduced when glass swarf was mixed into hydraulic cement.However, fine particles of natural silicate mineral added as aggregate of hydraulic cement and water-soluble synthetic resin emulsion It has been found that there is a possibility of utilizing a large amount of glass waste material utilizing the synergistic effect, and the present invention has been completed.

【0008】本発明の水硬性セメントとしては、普通ボ
ルトランドセメント、早強セメント、ホワイトセメン
ト、アルミナセメントのいずれでもよいが、本発明では
ホワイトセメントを用いた。天然ケイ酸塩鉱物の粉砕と
ガラス屑の粉砕は回転叩解式粉砕機を使用した。天然ケ
イ酸塩鉱物の粒度は5μm〜250μm程度、またガラ
スの粒度は150μm〜10mm程度でよい。着色顔料
は無機顔料、有機着色剤いずれを用いても差し支えな
い。水溶性合成樹脂エマルジョンとしては、酢酸ビニル
系エマルジョン、酢酸ビニル・アクリル共重合樹脂エマ
ルジョン、酢酸ビニル・エチレン共重合樹脂エマルジョ
ン、アクリル系共重合樹脂エマルジョン、アクリル・ス
チレン共重合樹脂エマルジョン、酢酸ビニル・エチレン
・塩化ビニル共重合樹脂の一種ないし、それ以上を用い
るほか、これらのパウダーを水硬性セメント、天然ケイ
酸塩鉱物の微細粉(または粒)、微細ガラス粉(または
粒)と共に適量の水を添加して、セメント−水溶性合成
樹脂エマルジョンとして調整することができる。本発明
では、水溶性合成樹脂エマルジョンとして、アクリル・
スチレン共重合樹脂と酢酸ビニル・エチレン・塩化ビニ
ル共重合樹脂を水で希釈し、20〜40重量%濃度調整
したものを用いた。本発明の、高強度ガラスポリマーセ
メント固化材は、天然ケイ酸塩鉱物の微細粉(または
粒)10〜90重量部、微細ガラス粉(または粒)20
〜180重量部、ホワイトセメント10〜90重量部に
たいし、水溶性合成樹脂エマルジョン20〜50重量部
の組成からなる。水溶性合成樹脂エマルジョンは20〜
50重量部の範囲内であればよいが、混練の粘度を考慮
すると、好ましくは35〜45重量部とするとよい。
The hydraulic cement of the present invention may be any of ordinary bolt land cement, early-strength cement, white cement, and alumina cement. In the present invention, white cement was used. A rotary beating mill was used to grind the natural silicate mineral and the glass swarf. The particle size of the natural silicate mineral may be about 5 μm to 250 μm, and the particle size of the glass may be about 150 μm to 10 mm. As the coloring pigment, either an inorganic pigment or an organic coloring agent may be used. Examples of water-soluble synthetic resin emulsions include vinyl acetate emulsions, vinyl acetate / acrylic copolymer resin emulsions, vinyl acetate / ethylene copolymer resin emulsions, acrylic copolymer resin emulsions, acrylic / styrene copolymer resin emulsions, and vinyl acetate / ethylene copolymers.・ In addition to using one or more vinyl chloride copolymer resins, add appropriate amount of water to these powders together with hydraulic cement, fine powder (or granules) of natural silicate mineral, and fine glass powder (or granules) Thus, a cement-water-soluble synthetic resin emulsion can be prepared. In the present invention, as a water-soluble synthetic resin emulsion, acrylic
A styrene copolymer resin and a vinyl acetate / ethylene / vinyl chloride copolymer resin diluted with water and adjusted to a concentration of 20 to 40% by weight were used. The solidified high-strength glass-polymer cement of the present invention comprises 10 to 90 parts by weight of fine powder (or grains) of natural silicate mineral, and 20 pieces of fine glass powder (or grains).
To 180 parts by weight and 10 to 90 parts by weight of white cement, and 20 to 50 parts by weight of a water-soluble synthetic resin emulsion. Water-soluble synthetic resin emulsion is 20 ~
The content may be within the range of 50 parts by weight, but preferably 35 to 45 parts by weight in consideration of the viscosity of kneading.

【0009】本発明の製造方法は、天然ケイ酸塩鉱物の
微細粉(または粒)、水硬性セメントおよび微細ガラス
粉(または粒)を予め混合し、前記組成重量組成になる
ように作成し、該混合組成物と水溶性合成樹脂エマルジ
ョンとを混練機により均一分散した後、板状型枠に型詰
めし、脱気、養生、固化成形して高強度ガラスポリマー
セメント固化材を得る。
In the production method of the present invention, a fine powder (or granules) of a natural silicate mineral, a hydraulic cement and a fine glass powder (or granules) are preliminarily mixed and prepared to have the above-mentioned composition and weight composition. After uniformly dispersing the mixed composition and the water-soluble synthetic resin emulsion by a kneader, the mixture is filled in a plate-shaped form, deaerated, cured, and solidified to obtain a high-strength glass polymer cement solidified material.

【0010】本発明の成形方法の具体例としては、押
出、圧延、型詰め等の公知の成形方法または前記公知の
方法の組合せ等でよい本発明の養生固化方法の具体例
は、常温・常圧下の養生固化、蒸気養生等の公知の養生
固化方法等の公知の方法でよい。
[0010] Specific examples of the molding method of the present invention include known molding methods such as extrusion, rolling, and mold filling, and combinations of the above-mentioned known methods. A known method such as a known curing solidification method such as curing under pressure and steam curing may be used.

【0011】本発明の切断加工の具体例は、ダイヤモン
ドカッター、ウォータージェット等による公知の方法で
よい。また、切断加工は、板状の固化体を長さ方向もし
くは幅方向あるいは両方向に切断しても、ブロック状も
しくは塊状の固化体を厚さ方向に切断してもよい。
A specific example of the cutting process of the present invention may be a known method using a diamond cutter, a water jet or the like. In the cutting process, the plate-like solidified body may be cut in the length direction or the width direction or both directions, or the block-shaped or lump-shaped solidified body may be cut in the thickness direction.

【0012】すなわち、本発明の高強度ガラスポリマー
セメント固化材は、予め所要の形状に成形して得るもの
でも、切断によって所要の形状を得るものでもよい。ま
た、得られる固化体は、建築、土木資材となる大、小の
タイル、レンガ、板等である。
That is, the solidified high-strength glass polymer cement of the present invention may be obtained by molding into a required shape in advance, or may be obtained by cutting to obtain a required shape. Moreover, the obtained solidified body is large and small tiles, bricks, plates, and the like that are used as construction and civil engineering materials.

【0013】本発明の高強度ガラスポリマーセメント固
化材の製造方法の特徴は前述の他、高い温度で焼き固め
ることないためエネルギー消費を抑制し、常温・常圧の
もとでの製造を可能とし、環境保全が第一であると云う
観点にたつ、地球にやさしい製造方法を特徴としてい
る。以下実施例によりさらに詳しく説明する。
In addition to the above-mentioned features of the method for producing a high-strength glass-polymer cement solidified material of the present invention, energy consumption is suppressed because it is not baked at a high temperature, and production at normal temperature and pressure is possible. It is characterized by an earth-friendly manufacturing method from the viewpoint that environmental protection is first. Hereinafter, the present invention will be described in more detail with reference to examples.

【0014】[0014]

【実施例1】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物である鉄電気
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンであるアクリル・スチ
レン共重合樹脂(固形分30重量%)43重量部と混練
してクリーム状とした後、型枠に型詰め成形した。固化
脱型し、養生14日後に強度試験をおこなった。比較例
として、天然ケイ酸塩鉱物の代わりに天然砂を用いた場
合の強度試験結果を併記する。圧縮強度試験はJIS
R−5201、曲げ強度試験はJIS A−1408に
準じた。その結果、圧縮強度696Kgf/cm、曲
げ強度161Kgf/cmを得た。天然ケイ酸塩鉱物
の代わりに天然砂を用いた比較試験の値は、圧縮強度2
42Kgf/cm、曲げ強度87Kgf/cmであ
った。
Embodiment 1 Hydraulic cement (white cement) 70
Parts by weight, 70 parts by weight of fine particles of tourmaline, which is a natural silicate mineral as a reinforcing aggregate, and 60 parts by weight of fine glass particles, are mixed with an acrylic / styrene copolymer resin (solid content) as a water-soluble synthetic resin emulsion. (30% by weight), kneaded with 43 parts by weight to form a cream, and molded into a mold. After solidification and demolding, a strength test was conducted 14 days after curing. As a comparative example, a strength test result when natural sand is used instead of the natural silicate mineral is also described. JIS for compressive strength test
R-5201, bending strength test conformed to JIS A-1408. As a result, a compression strength of 696 Kgf / cm 2 and a bending strength of 161 Kgf / cm 2 were obtained. The value of the comparative test using natural sand in place of the natural silicate mineral showed a compressive strength of 2
The bending strength was 42 Kgf / cm 2 and the bending strength was 87 Kgf / cm 2 .

【0015】[0015]

【実施例2】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物であるざくろ
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンであるアクリル・スチ
レン共重合樹脂(固形分30重量%)43重量部と混練
してクリーム状とした後、型枠に型詰め成形した。固化
脱型し、養生14日後に実施例1と同様の強度試験をお
こなった。その結果得られた高強度ガラスポリマーセメ
ント板の圧縮強度は735Kgf/cm、曲げ強度は
189Kgf/cmであった。
Embodiment 2 Hydraulic cement (white cement) 70
Parts by weight, 70 parts by weight of fine particles of garnet, which is a natural silicate mineral, and 60 parts by weight of fine glass particles as a reinforcing aggregate were mixed with an acrylic / styrene copolymer resin (solid content: 30) as a water-soluble synthetic resin emulsion. (% By weight) and kneaded with 43 parts by weight to form a cream, and then molded into a mold. After solidification and demolding, 14 days after curing, the same strength test as in Example 1 was performed. The resulting high-strength glass polymer cement board had a compressive strength of 735 Kgf / cm 2 and a flexural strength of 189 Kgf / cm 2 .

【0016】[0016]

【実施例3】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物である鉄電気
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンである酢酸ビニル・エ
チレン・塩化ビニル共重合樹脂(固形分30重量%)4
3重量部と混練してクリーム状とした後、型枠に型詰め
成形した。固化脱型し、養生14日後に実施例1と同様
の強度試験をおこなった。その結果得られた高強度ガラ
スポリマーセメント板の圧縮強度は672Kgf/cm
、曲げ強度145Kgf/cmであった。
Embodiment 3 Hydraulic cement (white cement) 70
By weight, 70 parts by weight of fine particles of tourmaline, which is a natural silicate mineral as a reinforcing aggregate, and 60 parts by weight of fine glass particles, are copolymerized with a water-soluble synthetic resin emulsion of vinyl acetate / ethylene / vinyl chloride. Resin (solid content 30% by weight) 4
After kneading with 3 parts by weight to form a cream, the mixture was molded into a mold. After solidification and demolding, 14 days after curing, the same strength test as in Example 1 was performed. The resulting high-strength glass-polymer cement board has a compressive strength of 672 Kgf / cm.
2. The bending strength was 145 kgf / cm 2 .

【0017】[0017]

【実施例4】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物であるざくろ
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンである酢酸ビニル・エ
チレン・塩化ビニル共重合樹脂(固形分30重量%)4
3重量部と混練してクリーム状とした後、型枠に型詰め
成形した。固化脱型し、養生14日後に実施例1と同様
の強度試験をおこなった。その結果得られた高強度ガラ
スポリマーセメント板の圧縮強度は715Kgf/cm
、曲げ強度は153Kgf/cmであった。
Embodiment 4 Hydraulic cement (white cement) 70
Parts by weight, 70 parts by weight of fine particles of garnet, a natural silicate mineral as a reinforcing aggregate, and 60 parts by weight of fine glass particles, are vinyl acetate / ethylene / vinyl chloride copolymer resins which are water-soluble synthetic resin emulsions. (Solid content 30% by weight) 4
After kneading with 3 parts by weight to form a cream, the mixture was molded into a mold. After solidification and demolding, 14 days after curing, the same strength test as in Example 1 was performed. The resulting high-strength glass-polymer cement board has a compressive strength of 715 Kgf / cm.
2. The bending strength was 153 Kgf / cm 2 .

【0018】[0018]

【実施例5】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物である鉄電気
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンである酢酸ビニル・エ
チレン・塩化ビニル共重合樹脂(固形分30重量%)2
0重量部とアクリル・スチレン共重合樹脂(固形分30
重量%)23重量部と混練してクリーム状とした後、型
枠に型詰め成形した。固化脱型し、養生14日後に実施
例1と同様の強度試験をおこなった。その結果得られた
高強度ガラスポリマーセメント板の圧縮強度は701K
gf/cm、曲げ強度153Kgf/cmであっ
た。
Embodiment 5 Hydraulic cement (white cement) 70
Parts by weight, 70 parts by weight of fine particles of iron tourmaline, a natural silicate mineral as a reinforcing aggregate, and 60 parts by weight of fine glass particles, are copolymerized with a vinyl acetate / ethylene / vinyl chloride copolymer as a water-soluble synthetic resin emulsion. Resin (solid content 30% by weight) 2
0 parts by weight and an acrylic / styrene copolymer resin (solid content 30
(% By weight) and kneaded with 23 parts by weight to form a cream, and then molded into a mold. After solidification and demolding, 14 days after curing, the same strength test as in Example 1 was performed. The compressive strength of the resulting high strength glass polymer cement board is 701K
gf / cm 2 and bending strength 153 Kgf / cm 2 .

【0019】[0019]

【実施例6】水硬性セメント(ホワイトセメント)70
重量部、強化骨材として天然ケイ酸塩鉱物であるざくろ
石の微細粉粒70重量部、微細ガラス粉粒60重量部
を、水溶性合成樹脂エマルジョンである酢酸ビニル・エ
チレン・塩化ビニル共重合樹脂(固形分30重量%)2
0重量部とアクリル・スチレン共重合樹脂(固形分30
重量%)23重量部と混練してクリーム状とした後、型
枠に型詰め成形した。固化脱型し、養生14日後に実施
例1と同様の強度試験をおこなった。その結果得られた
高強度ガラスポリマーセメント板の圧縮強度は748K
gf/cm、曲げ強度198Kgf/cmであっ
た。
Embodiment 6 Hydraulic cement (white cement) 70
Parts by weight, 70 parts by weight of fine particles of garnet, a natural silicate mineral as a reinforcing aggregate, and 60 parts by weight of fine glass particles, are vinyl acetate / ethylene / vinyl chloride copolymer resins which are water-soluble synthetic resin emulsions. (Solid content 30% by weight) 2
0 parts by weight and an acrylic / styrene copolymer resin (solid content 30
(% By weight) and kneaded with 23 parts by weight to form a cream, and then molded into a mold. After solidification and demolding, 14 days after curing, the same strength test as in Example 1 was performed. The compressive strength of the resulting high strength glass polymer cement board is 748K
gf / cm 2 and bending strength 198 Kgf / cm 2 .

【0020】[0020]

【実施例7】水溶性合成樹脂エマルジョンである酢酸ビ
ニル・エチレン・塩化ビニル共重合樹脂(固形分30重
量%)20重量部とアクリル・スチレン共重合樹脂(固
形分30重量%)23重量部と天然ケイ酸塩鉱物である
ざくろ石の微細粉粒を用いた場合の、ガラス粉粒の混入
量の違いにより得られた高強度ガラスポリマーセメント
板の圧縮強度と曲げ強度の結果を表1に示す。
Example 7 20 parts by weight of a vinyl acetate / ethylene / vinyl chloride copolymer resin (solid content 30% by weight) and 23 parts by weight of an acrylic / styrene copolymer resin (solid content 30% by weight), which are water-soluble synthetic resin emulsions. Table 1 shows the results of the compressive strength and flexural strength of the high-strength glass-polymer cement board obtained by using the fine particles of garnet, which is a natural silicate mineral, depending on the mixing amount of the glass particles. .

【0021】[0021]

【表1】 [Table 1]

【0022】[0022]

【発明の効果】1)水硬性セメントに天然ケイ酸塩鉱物
と多量のガラス粉粒を用い、水溶性合成樹脂エマルジョ
ンと混練固化することで、建築、土木資材として用いる
ことができる高強度のガラスポリマーセメント固化材を
得ることができた。 2)高強度ガラスポリマーセメント固化材は、炭酸ガス
やNOX、SOX等を発生させる焼成炉を用いて焼き固
めることが無く、地球環境保全に適合した製造方法であ
る。 3)廃棄物のリサイクル処理として、多量のガラス粉粒
を再活用できる道が開けたことにより、ガラス廃材の多
量使用が可能となった。
1) High-strength glass that can be used as an architectural or civil engineering material by using a natural silicate mineral and a large amount of glass particles for hydraulic cement and kneading and solidifying with a water-soluble synthetic resin emulsion. A polymer cement solidified material was obtained. 2) The high-strength glass-polymer cement solidified material is a manufacturing method suitable for global environmental protection without being hardened using a firing furnace that generates carbon dioxide gas, NOX, SOX, and the like. 3) As a way to recycle large amounts of glass particles, a large amount of glass waste can be used.

フロントページの続き (51)Int.Cl.6 識別記号 FI //(C04B 28/02 14:22 14:04) Continued on the front page (51) Int.Cl. 6 Identification symbol FI // (C04B 28/02 14:22 14:04)

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】水硬性セメントと、天然ケイ酸塩鉱物の微
細粉粒と多量の微細ガラス粉粒と水溶性合成樹脂エマル
ジョンを混練、固化してなることを特徴とする高強度ガ
ラスポリマーセメント固化材。
1. A high-strength glass polymer cement solidified by kneading and solidifying a hydraulic cement, fine particles of a natural silicate mineral, a large amount of fine glass particles and a water-soluble synthetic resin emulsion. Wood.
【請求項2】着色顔料を添加したことを特徴とする請求
項1に記載の高強度ガラスポリマーセメント固化材。
2. The high-strength glass-polymer cement solidified material according to claim 1, further comprising a coloring pigment.
【請求項3】水硬性セメントと、天然ケイ酸塩鉱物の微
細粉粒と多量の微細ガラス粉粒の混合体と水溶性合成樹
脂エマルジョンを混練する第1工程、成型する第2工
程、養生固化する第3工程からなることを特徴とする高
強度ガラスポリマーセメント固化材の製造方法。
3. A first step of kneading a mixture of hydraulic cement, fine particles of a natural silicate mineral and a large amount of fine glass particles, and a water-soluble synthetic resin emulsion, a second step of molding, and a curing and solidifying step. A method for producing a high-strength glass polymer cement solidified material, comprising a third step of:
【請求項4】第1工程で混合体に着色顔料を添加したこ
とを特徴とする請求項3に記載の高強度ガラスポリマー
セメント固化材の製造方法。
4. The method for producing a solidified high-strength glass polymer cement according to claim 3, wherein a color pigment is added to the mixture in the first step.
【請求項5】第2工程は、押出、型詰め、圧延の何れか
1つもしくは2つの組み合わせによることを特徴とする
請求項3もしくは4に記載の高強度ガラスポリマーセメ
ント固化材の製造方法。
5. The method according to claim 3, wherein the second step is performed by one or a combination of extrusion, mold packing, and rolling.
【請求項6】第3工程は、常温固化または蒸気養生によ
って行うことを特徴とする請求項3乃至5に記載の高強
度ガラスポリマーセメント固化材の製造方法。
6. The method according to claim 3, wherein the third step is performed by room temperature solidification or steam curing.
【請求項7】水硬性セメントと、天然ケイ酸塩鉱物の微
細粉粒と多量の微細ガラス粉粒の混合体と水溶性合成樹
脂エマルジョンを、混練する第1工程、成型する第2工
程、養生固化する第3工程、切断する第4工程からなる
ことを特徴とする高強度ガラスポリマーセメント固化材
の製造方法。
7. A first step of kneading a mixture of hydraulic cement, fine particles of natural silicate minerals and a large amount of fine glass particles, and a water-soluble synthetic resin emulsion, a second step of molding, and a curing step. A method for producing a high-strength glass polymer cement solidified material, comprising a third step of solidifying and a fourth step of cutting.
JP1089191A 1998-02-26 1998-02-26 High-strength glass polymer cement solidifying material and method for producing the same Expired - Fee Related JP2858003B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1089191A JP2858003B1 (en) 1998-02-26 1998-02-26 High-strength glass polymer cement solidifying material and method for producing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1089191A JP2858003B1 (en) 1998-02-26 1998-02-26 High-strength glass polymer cement solidifying material and method for producing the same

Publications (2)

Publication Number Publication Date
JP2858003B1 JP2858003B1 (en) 1999-02-17
JPH11240744A true JPH11240744A (en) 1999-09-07

Family

ID=13963837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1089191A Expired - Fee Related JP2858003B1 (en) 1998-02-26 1998-02-26 High-strength glass polymer cement solidifying material and method for producing the same

Country Status (1)

Country Link
JP (1) JP2858003B1 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010016344A (en) * 2000-12-04 2001-03-05 이충현 Multifunctional spherical shaped mixing materials of cement mortar
JP2001316556A (en) * 2000-05-10 2001-11-16 Shigeaki Shinpo Composite acrylic resin composition
WO2002102737A1 (en) * 2000-05-10 2002-12-27 Hi-Bx Co., Ltd Composite acrylic resin composition
KR20030049634A (en) * 2001-12-17 2003-06-25 김정욱 Development of Building materials
KR20040001440A (en) * 2002-06-28 2004-01-07 정 자 지 Tourmaline mixing cement and mortar
GB2402671A (en) * 2003-05-14 2004-12-15 Transmix Group Ltd Use of glass waste in cement screed compositions
JP2005225722A (en) * 2004-02-13 2005-08-25 Denki Kagaku Kogyo Kk Cement composition, cavity filling material, and usage thereof
KR100628368B1 (en) 2005-05-31 2006-09-27 김미순 Non-slip surface reinforcing agent comprising the garnet and constructing method using the same
EP1422206B1 (en) * 2002-11-25 2017-07-19 Envirocem, S.L. Hydraulic binder for manufacture of decorative concrete surfaces
JP2018002538A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Surface coating construction method for concrete structure
JP2018002537A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Polymer cement composition and polymer cement hardened product

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001316556A (en) * 2000-05-10 2001-11-16 Shigeaki Shinpo Composite acrylic resin composition
WO2002102737A1 (en) * 2000-05-10 2002-12-27 Hi-Bx Co., Ltd Composite acrylic resin composition
KR20010016344A (en) * 2000-12-04 2001-03-05 이충현 Multifunctional spherical shaped mixing materials of cement mortar
KR20030049634A (en) * 2001-12-17 2003-06-25 김정욱 Development of Building materials
KR20040001440A (en) * 2002-06-28 2004-01-07 정 자 지 Tourmaline mixing cement and mortar
EP1422206B1 (en) * 2002-11-25 2017-07-19 Envirocem, S.L. Hydraulic binder for manufacture of decorative concrete surfaces
GB2402671A (en) * 2003-05-14 2004-12-15 Transmix Group Ltd Use of glass waste in cement screed compositions
GB2402671B (en) * 2003-05-14 2006-08-09 Transmix Group Ltd Remediation of recycled glass waste
JP2005225722A (en) * 2004-02-13 2005-08-25 Denki Kagaku Kogyo Kk Cement composition, cavity filling material, and usage thereof
JP4498768B2 (en) * 2004-02-13 2010-07-07 電気化学工業株式会社 Cement composition, cavity filler, and method of using the same
KR100628368B1 (en) 2005-05-31 2006-09-27 김미순 Non-slip surface reinforcing agent comprising the garnet and constructing method using the same
JP2018002538A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Surface coating construction method for concrete structure
JP2018002537A (en) * 2016-06-30 2018-01-11 宇部興産株式会社 Polymer cement composition and polymer cement hardened product

Also Published As

Publication number Publication date
JP2858003B1 (en) 1999-02-17

Similar Documents

Publication Publication Date Title
CN112142406B (en) Soil curing agent for high-flow solidified soil
EP2655279B1 (en) Method for producing aggregates from cement compositions
US8969464B2 (en) Synthetic construction aggregate and method of manufacturing same
JP3582263B2 (en) Hydrated product using steelmaking slag
WO2008013694A2 (en) Slag concrete manufactured aggregate
JP2858003B1 (en) High-strength glass polymer cement solidifying material and method for producing the same
KR100924133B1 (en) Pavement composition for soil road, preparation thereof, and method for paving soli road using it
WO2024146145A1 (en) Phosphogypsum hydraulic cementing material, and preparation method therefor and use thereof
JP3122532B2 (en) Road composition
JPH1059756A (en) Water permeation rate and water retention value control material formed by using recycled aggregate and its production
JPH0231026B2 (en)
JP2900320B1 (en) High-strength polymer cement solidifying material and method for producing the same
JP3242623B2 (en) Wall structure
CN114621023A (en) Method for preparing autoclaved aerated block by using phosphogypsum and dredged sediment and product
KR100407119B1 (en) The method of constructing the surface layer of road by soil cement
KR101832159B1 (en) Cement paste composition with self-leveling property and road pavement construction method therewith
KR100403111B1 (en) Solidification agent and manufacturing method thereof
KR100624364B1 (en) manufacturing method of readymix concrete
TWI758262B (en) System and method for making and applying a non-portland cement-based material
JP2853087B1 (en) Reinforced cement composition
JP2858004B1 (en) High strength polymer cement composition
KR101578144B1 (en) Hybrid concrete compositions and manufacture method thereof
JP3310944B2 (en) Floor structure
CN110204270A (en) A kind of lightweight concrete and preparation method thereof
KR101201961B1 (en) Using a block of stone dust wet molding manufacturing method

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081204

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091204

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101204

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101204

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111204

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111204

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121204

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131204

Year of fee payment: 15

LAPS Cancellation because of no payment of annual fees