JP2011168470A - Waste gypsum regenerated concrete - Google Patents

Waste gypsum regenerated concrete Download PDF

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Publication number
JP2011168470A
JP2011168470A JP2010051052A JP2010051052A JP2011168470A JP 2011168470 A JP2011168470 A JP 2011168470A JP 2010051052 A JP2010051052 A JP 2010051052A JP 2010051052 A JP2010051052 A JP 2010051052A JP 2011168470 A JP2011168470 A JP 2011168470A
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Japan
Prior art keywords
waste gypsum
cement
resin
waste
mixed
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Pending
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JP2010051052A
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Japanese (ja)
Inventor
光 ▲カク▼
Hikaru Kaku
Takeyasu Iwatani
武烈 岩谷
Takeshi Egawa
武嗣 江川
Hiroyuki Doi
弘之 土井
Yoshiaki Nishino
嘉明 西野
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NBL MATERIAL KK
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NBL MATERIAL KK
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Priority to JP2010051052A priority Critical patent/JP2011168470A/en
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    • 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
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

<P>PROBLEM TO BE SOLVED: To recycle waste gypsum of environmental pollution waste as concrete aggregate by adding 1-2% binder into a pulverized material of the harmful waste gypsum to give strength as same as that of the conventional sand-cement based concrete, to make the amount of eluted fluorine harmless, to be made lightweight from 2.3 to 1.8 in the specific gravity to recycle the waste gypsum material as a building material and to make the waste gypsum pollution-free. <P>SOLUTION: The waste gypsum is used as the cement aggregate by surface-treating the waste gypsum which is porous and from which fluorine is eluted with PVAC. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は廃石膏の無害化処理及びその再利用に関する。The present invention relates to detoxification treatment of waste gypsum and its reuse.

本発明は用途が無い環境汚染物質である廃石膏を処理して無害で再利用が可能となる材料を開発したものである。The present invention has developed a material that can be reused harmlessly by treating waste gypsum, an environmental pollutant that has no use.

本発明は廃石膏から溶出するフッ素化合物などの環境汚染物を無公害化と、コンクリート添加材として再利用するために従来砂など岩石粉砕材料に比べて強度低下を防ぐため、安定化補強薬剤の提供にある。The present invention eliminates pollution of environmental pollutants such as fluorine compounds eluted from waste gypsum and prevents strength reduction compared to conventional rock grinding materials such as sand in order to reuse them as concrete additives. On offer.

本発明は廃石膏を50%以上配合するセメントモルタル材の溶出フッ素量を0.8ppm以下にして、圧縮強度を一般の岩石骨材セメントモルタル同等20MPa以上とする溶出防止補強効果を可能にする有機系結束材の開発にある。The present invention is an organic material that enables an elution-preventing reinforcement effect in which the amount of fluorine dissolved in a cement mortar material containing at least 50% waste gypsum is 0.8 ppm or less and the compressive strength is 20 MPa or more equivalent to that of general rock aggregate cement mortar. It is in the development of system binding materials.

本発明で得られる添加剤は廃石膏の無公害化と建材ブロック、敷石など再利用を可能にする。The additive obtained by the present invention makes it possible to make waste gypsum pollution-free and to reuse building blocks, paving stones and the like.

廃石膏を100−1000ミクロンに粉砕したものに固形分添加量で0.5〜5%範囲で添加することにより、セメント強度を劣化させることなく、環境汚染物質である廃石膏の添加量を50%以上使用しても、フッ素が環境基準の0.8ppm以下で圧縮強度が20MPa以上を可能にすることが出来る結束材とその配合条件と、生産方法を発明した。By adding waste gypsum to 100-1000 microns in a solid content of 0.5 to 5%, the amount of waste gypsum as an environmental pollutant can be reduced to 50% without deteriorating cement strength. Invented a binding material, a blending condition thereof, and a production method capable of enabling a fluorine to be 0.8 ppm or less of the environmental standard and a compressive strength of 20 MPa or more even when used in an amount of at least%.

発明した結束材は、PVAC(酢酸ビニール)系の反応基を有するものが最適であり、アクリル樹脂、エポキシ樹脂などアルカリ性に強く、親水性でセメント水和反応と共有する反応基を有しているものが適用する。特に廃石膏は多孔質体であり、強度向上には集束効果を必要とすることから、結束材料は少なくとも20%以上の伸びを有し、セメントアルカリで加水分解が起こりにくく、防水性でセメントの保水効果を保ち、安価であるPVAC材が適する。The invented binding material is optimally one having a PVAC (vinyl acetate) -based reactive group, which is strong in alkali, such as acrylic resin and epoxy resin, and has a reactive group that is hydrophilic and shared with cement hydration reaction. Things apply. In particular, waste gypsum is a porous material and requires a bundling effect to improve strength. Therefore, the binding material has an elongation of at least 20%, is hardly hydrolyzed by cement alkali, and is waterproof and cement-free. A PVAC material that retains the water retaining effect and is inexpensive is suitable.

発明の最適実施条件は、重量比で廃石膏55%、セメント24%、砂20%、結束材1%で圧縮圧力20MPaの加圧成形条件が良く、このときの圧縮強度は約20MPa以上で比重が1.8であった。これは従来の砂骨材75%セメント25%比重2.3のコンクリートモルタルより強度が同等または強い。なお、最適実施条件での材料配合水は、固形分重量比で23%であった。材料の配合手順は、廃石膏と水溶解の結束材を混合、その後砂を調合して最後にセメントを混入する方法が最も強度がたかくい。また、固形物の溶出フッ素はコンクリートモルタルと同等で0.8ppm以下であった。The optimum conditions for carrying out the invention are: 55% waste gypsum by weight ratio, 24% cement, 20% sand, 1% binding material and good compression molding conditions with a compression pressure of 20 MPa. The compression strength at this time is about 20 MPa or more and the specific gravity. Was 1.8. This is equivalent or stronger in strength than conventional concrete mortar with 75% cement, 25% specific gravity and 2.3% specific gravity. In addition, the material mixing water in optimal implementation conditions was 23% by solid content weight ratio. As for the blending procedure of the material, the method of mixing the waste gypsum and the water-soluble binder, mixing the sand, and finally mixing the cement is the strongest. Moreover, the elution fluorine of a solid substance was 0.8 ppm or less equivalent to concrete mortar.

結束材の添加効果で最も経済的に強く効果的な添加量は重量比で2%であった。また結束材の材質で最も効果的なのはPVACとEVAの6:4配合であった。この場合1%から2.5%までは添加量に正比例して強度が向上する特性を持つ。一方、アクリル系はPVAC、EVA系に比べて効果は20%程度と効果が低い。エポキシ系はPVAC系より効果が高いが、材料価格がより高く、経済効果から見て、PVAC系に比べて劣る。The most economically strong and effective addition amount of the binding material was 2% by weight. The most effective material for the binding material was a 6: 4 blend of PVAC and EVA. In this case, the strength increases from 1% to 2.5% in direct proportion to the amount added. On the other hand, the acrylic type has a lower effect of about 20% than the PVAC and EVA types. Epoxy systems are more effective than PVAC systems, but are more expensive and are inferior to PVAC systems in terms of economic effects.

水添加量と成形圧力は強度に影響する。水添加量は砂セメントコンクリート成形時は11%が最適であったものが、廃石膏に結束材2%添加条件では20〜25%水添加が最も強度が高く安定した。また成形圧力は2MPa以上は同じであるが、以下は比例して強度低下する。実用上は最低0.5MPaは必要である。The amount of water added and the molding pressure affect the strength. The optimum amount of water added was 11% when sand cement concrete was formed, but 20-25% water addition was the most stable and stable when waste binder was added to 2% binder. Further, the molding pressure is the same at 2 MPa or more, but the strength is reduced proportionally below. In practice, a minimum of 0.5 MPa is necessary.

上記実施例にさらに補強効果を試験した結果、ガラス繊維の添加が効果的であった。効果が顕著に現れるのは添加量が3%以上からであり、おおむね比例して複合則に従い、7mmカット繊維使用では添加効果がある。最大で25%程度まで添加が可能であった。使用ガラス繊維は対アルカリガラス繊維のCガラスなどが適する。As a result of further testing the reinforcing effect in the above examples, the addition of glass fiber was effective. The effect appears prominently when the addition amount is 3% or more, and generally follows the composite rule in proportion to the addition rule, and when 7 mm cut fiber is used, there is an addition effect. It was possible to add up to about 25%. Suitable glass fiber is C glass of alkali glass fiber.

生産速度の向上を行う試験実施の結果、セメント急速硬化剤の効果は堅調であり、常温でも数十分の脱型が可能であった。ただし、完全硬化ではなく、形状安定した状態であった。温度を高めると比例して時間が短縮された。このことから、生産設備は、加熱機構を持ち、生産には急速硬化剤の併用が適する。As a result of conducting tests to improve the production rate, the effect of the cement rapid hardener was strong, and several tens of minutes could be removed even at room temperature. However, it was not completely cured, but the shape was stable. The time was reduced proportionally with increasing temperature. For this reason, the production equipment has a heating mechanism, and a rapid curing agent is suitable for production.

Claims (2)

石膏ボードから紙部材を除去してなる廃石膏の粉砕物50%以上と、セメント15%以上の無機物材料に、酢酸ビニール樹脂やアクリル樹脂、エポキシ樹脂など樹脂化合物の水溶液1%(固形分比率)以上と、必要によっては顔料やセメント急速硬化剤、残りを無機物の砂を充填して拡散混合した後、加圧固化成形された粒子分散複合構造体。1% of aqueous solution of resin compound such as vinyl acetate resin, acrylic resin, epoxy resin, etc. on inorganic material with more than 50% of waste gypsum by removing paper members from gypsum board and 15% of cement The above is a particle-dispersed composite structure in which a pigment, a cement rapid curing agent and, if necessary, an inorganic sand are filled and diffused and mixed, and then pressure-solidified and molded. 請求項1記載の粒子分散複合構造体を生産する方法において、廃石膏に酢酸ビニール樹脂やアクリル樹脂、エポキシ樹脂など樹脂化合物の水溶液1%以上を最初に混合、次いでセメントまたは砂重点材を投入混合、25%以下の必要水分を混合して成形原料を作り、バルク状態で型内に必要量投入し、型締め付け圧力が少なくとも0.5MPa以上で、必要な場合最大150℃以下の加熱を行って、製品は形状が保てる未硬化状態または完全硬化状態で型より脱型して生産する。The method for producing a particle-dispersed composite structure according to claim 1, wherein 1% or more of an aqueous solution of a resin compound such as vinyl acetate resin, acrylic resin, or epoxy resin is first mixed with waste gypsum, and then cement or sand emphasis material is added and mixed. Mixing the required moisture of 25% or less to make a molding raw material, putting the required amount into the mold in a bulk state, and the mold clamping pressure is at least 0.5 MPa or more, and if necessary, heating up to 150 ° C. or less The product is produced by demolding from the mold in an uncured state or a completely cured state where the shape can be maintained.
JP2010051052A 2010-02-17 2010-02-17 Waste gypsum regenerated concrete Pending JP2011168470A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104496304A (en) * 2014-11-28 2015-04-08 淮安市海洋新型建材有限公司 Novel wall material and manufacturing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104496304A (en) * 2014-11-28 2015-04-08 淮安市海洋新型建材有限公司 Novel wall material and manufacturing method thereof

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