JP2006312582A - Acid resistant concrete product - Google Patents
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Abstract
Description
本発明は、廃棄物溶融スラグ等を利用でき、耐酸性に優れたコンクリート製品に関する。 The present invention relates to a concrete product that can use waste molten slag and the like and has excellent acid resistance.
従来、耐酸コンクリートとしては、アルカリスラグコンクリート及び水ガラスコンクリートが知られている。このうち、アルカリスラグコンクリートは普通セメントを全く用いず、高炉水滓スラグ粉末にアルカリ金属塩等を刺激剤として加えて硬化させた水硬性コンクリートである。このアルカリスラグコンクリートに用いるスラグは、銑鉄製造工程で得られた高炉水滓スラグであり、通常、化学成分としてＣａＯ３８〜４５重量％、ＳｉＯ2３３〜３５重量％、Ａｌ2Ｏ3１４〜１８重量％、ＭｇＯ４〜８重量％、Ｆｅ2Ｏ3０．５〜２重量％を有し、ＣａＯ／ＳｉＯ2のモル比が１．３以上であるといわれている。このＣａＯ／ＳｉＯ2のモル比が１．３以上の高炉水滓スラグ粉末と水ガラスを用いたコンクリートは、硬化体中酸に弱い遊離のＣａ（ＯＨ）2が全く生成されないために、普通セメントコンクリートに比べて耐酸性が強いと言われている。 Conventionally, alkaline slag concrete and water glass concrete are known as acid resistant concrete. Of these, alkaline slag concrete is hydraulic concrete that is made by adding an alkali metal salt or the like as a stimulant to blast furnace water slag powder without using ordinary cement. Slag used in this alkali slag concrete is blast furnace water slag slag obtained in pig iron production process, usually, CaO38～45 wt% as chemical components, SiO 2 33 to 35 wt%, Al 2 O 3 14 to 18 weight %, MgO 4-8 wt%, Fe 2 O 3 0.5-2 wt%, and the molar ratio of CaO / SiO 2 is said to be 1.3 or more. The concrete using the blast furnace water slag powder and water glass having a CaO / SiO 2 molar ratio of 1.3 or more does not generate free Ca (OH) 2 which is weak against acid in the hardened body. It is said to be stronger in acid resistance than concrete.
一方、水ガラスコンクリートは、結合材とする水ガラスにケイフッ化ナトリウムや縮合リン酸アルミニウム等を硬化剤として加えて硬化させたコンクリートである。ケイフッ化ナトリウムや縮合リン酸アルミニウム等の硬化剤を用いた水ガラスコンクリートはシリカゲルが生成し硬化する。 On the other hand, water glass concrete is concrete obtained by adding sodium silicofluoride, condensed aluminum phosphate or the like as a curing agent to water glass used as a binder and curing it. Silica gel is generated and hardened in water glass concrete using a curing agent such as sodium silicofluoride and condensed aluminum phosphate.
このシリカゲルは耐酸性に優れていることから水ガラスコンクリートも耐酸性に優れている。 Since this silica gel is excellent in acid resistance, water glass concrete is also excellent in acid resistance.
しかしながら、耐酸セメント用として水ガラスと高炉スラグを用いると、高炉スラグはＣａＯの含有量が多いため硬化体中にはシリカゲルの他にＣ−Ｓ−Ｈ（ＣａＯ−ＳｉＯ2−Ｈ2Ｏ）ゲルも多量に生成する。このＣ−Ｓ−Ｈゲルは、酸には弱いため結果とし耐酸性は小さくなる。また、硫酸はＣ−Ｓ−Ｈゲルと反応し、石膏のような膨張性物質を生成するため、硬化体が膨張応力によって破壊されることがある。従って、ＣａＯ分の多い通常の高炉スラグと水ガラスを用いたスラグコンクリートは、普通セメントコンクリートに比べれば耐酸性は強いが、耐酸コンクリート構造物や耐酸コンクリート製品等の特殊用途に用いるには耐酸性は十分とはいえない。 However, when water glass and blast furnace slag are used for acid-resistant cement, since the blast furnace slag has a large content of CaO, the cured product contains C—S—H (CaO—SiO 2 —H 2 O) gel in addition to silica gel. Is also produced in large quantities. Since this C—S—H gel is weak against acid, the resulting acid resistance is reduced. Moreover, since sulfuric acid reacts with C—S—H gel and generates an expansive substance such as gypsum, the cured body may be destroyed by expansion stress. Therefore, slag concrete using CaO-rich normal blast furnace slag and water glass is stronger in acid resistance than ordinary cement concrete, but it is acid resistant for use in special applications such as acid-resistant concrete structures and acid-resistant concrete products. Is not enough.
また、水ガラスコンクリートにおいて、シリカゲルは耐酸性が強いが、耐水性に劣り、また脱水に伴う収縮が大きいという問題点を有している。また、上記反応式に示した反応が完全に最後まで進行することは難しい。そのため未反応の水ガラスと可溶性の金属塩が生じたままとなり、これらが水や希酸に溶ける結果、硬化体がポーラスとなり、耐浸透性が悪くなるという問題点も有している。従って、水ガラスコンクリートは、耐水性及び耐浸透性に劣るという欠点を有している。 Further, in water glass concrete, silica gel has strong acid resistance, but has poor water resistance and has a problem that shrinkage due to dehydration is large. In addition, it is difficult for the reaction shown in the above reaction formula to completely proceed to the end. Therefore, unreacted water glass and a soluble metal salt remain generated, and as a result of being dissolved in water or dilute acid, the cured product becomes porous and has a problem that the permeation resistance is deteriorated. Therefore, water glass concrete has the disadvantage of being inferior in water resistance and penetration resistance.
一方、特に大都市においては、下水汚泥や都市ゴミの処理をはじめ、建設廃材等の各種産業廃棄物は、その最終処分場の確保など種々の問題があり、そのリサイクルを含めた再資源化に関する調査研究が盛んに行われている。また、下水汚泥や都市ゴミを減容化のため焼却した下水汚泥焼却灰や都市ゴミ焼却灰、更にはそれらのいっそうの減容化のため溶融処理したスラグ等についても、各自治体や装置メーカーは有効利用技術の開発を行っている。しかし、その用途は、路盤材やブロックの骨材やタイルや煉瓦等の原料として利用され始めているが、その量は微々たるものであり、技術的、価格的な制約、流通の問題等から、未だに有効活用はまだまだ少なく、かつ、積極的に有効活用されている段階でもなく、その処理に悩んでいるのが実状である。 On the other hand, especially in large cities, there are various problems such as the disposal of sewage sludge and municipal waste, and various industrial wastes such as construction waste, such as securing the final disposal site. Research is actively conducted. In addition, local governments and equipment manufacturers are also concerned about sewage sludge incineration ash and municipal waste incineration ash that have been incinerated to reduce the volume of sewage sludge and municipal waste, as well as slag that has been melted to further reduce their volume. We are developing effective utilization technology. However, its use has begun to be used as raw materials for roadbed materials, block aggregates, tiles, bricks, etc., but the amount is insignificant, due to technical, price restrictions, distribution problems, etc. There is still little effective use, and it is not at the stage where it is actively used effectively.
例えば、下水汚泥に関しては、建設省は、昭和５０年度以降、下水汚泥の資源化に関する調査研究を行っている。又、下水汚泥の有効利用を促進する為、汚泥の有効利用施設を補助対象にしている。更に、昭和６３年度より、下水道の建設事業に汚泥製品（路盤材や土質改良材等）を積極的に用いることを内容とする下水汚泥資源利用モデル事業を実施している。しかし、このように長年その有効利用について検討しているにもかかわらず、未だに下水汚泥焼却灰やゴミ焼却灰はもちろん、それらを溶融スラグ化した溶融スラグも含めて大きな有効活用は図られていない。 For example, regarding sewage sludge, the Ministry of Construction has been conducting research on recycling sewage sludge since 1975. In addition, in order to promote effective use of sewage sludge, facilities for effective use of sludge are targeted. Furthermore, since 1988, a sewage sludge resource utilization model project has been implemented that includes the active use of sludge products (roadbed materials, soil quality improvement materials, etc.) in sewer construction projects. However, despite the fact that its effective use has been studied for many years, it has not yet been used effectively, including not only sewage sludge incineration ash and garbage incineration ash, but also molten slag obtained by melting them into slag. .
従って本発明の目的は、廃棄物溶融スラグも有効利用でき、上記の如き欠点のない、耐酸性に優れたコンクリート製品を提供することにある。 Accordingly, an object of the present invention is to provide a concrete product excellent in acid resistance that can effectively use waste molten slag and does not have the above-mentioned drawbacks.
斯かる実情に鑑み本発明者らは鋭意研究を行った結果、下水汚泥や都市ゴミを溶融スラグ化した廃棄物溶融スラグ等のＣａＯ／ＳｉＯ2のモル比が０．１〜１．２である非晶質カルシウムシリケートアルミネート系スラグ粉末と水ガラス及び必要な骨材を特定量含有するセメント組成物が優れた耐酸性を有するコンクリート製品となり得ることを見出し、本発明を完成した。 In view of such circumstances, the present inventors have conducted intensive research. As a result, the molar ratio of CaO / SiO 2 such as waste molten slag obtained by melting sewage sludge or municipal waste into slag is 0.1 to 1.2. The present inventors have found that a cement composition containing a specific amount of amorphous calcium silicate aluminate-based slag powder, water glass and necessary aggregates can be a concrete product having excellent acid resistance.
すなわち本発明は、（Ａ）ＣａＯ／ＳｉＯ2のモル比が０．１〜１．２の非晶質カルシウムシリケートアルミネート系スラグ粉末であって、その一部又は全部が廃棄物溶融スラグである該スラグ粉末１０〜９５重量％、（Ｂ）水ガラスを固形分で１〜２０重量％及び（Ｃ）骨材０〜８５重量％を含有し、且つ（Ｂ）／（Ａ）の重量比が０．０５〜０．４０である耐酸セメント組成物１００重量部と、水８．８〜２１重量部とを混合し、成形することにより得られる耐酸コンクリート製品を提供するものである。 That is, the present invention is (A) amorphous calcium silicate aluminate-based slag powder having a CaO / SiO 2 molar ratio of 0.1 to 1.2, part or all of which is waste molten slag. 10 to 95% by weight of the slag powder, (B) 1 to 20% by weight of water glass and (C) 0 to 85% by weight of aggregate, and the weight ratio of (B) / (A) An acid-resistant concrete product obtained by mixing and molding 100 parts by weight of an acid-resistant cement composition of 0.05 to 0.40 and 8.8 to 21 parts by weight of water is provided.
本発明の耐酸コンクリート製品は、耐酸性に優れることはもちろん、耐水性・耐浸透性にも優れ、かつ収縮が少ない。また下水汚泥や都市ゴミを溶融した廃棄物溶融スラグを原料とすることができるので、これらの有効利用を図ることができる。 The acid-resistant concrete product of the present invention is not only excellent in acid resistance, but also excellent in water resistance and penetration resistance, and has little shrinkage. Moreover, since waste slag obtained by melting sewage sludge or municipal waste can be used as a raw material, effective utilization of these can be achieved.
本発明で用いる非晶質カルシウムシリケートアルミネート系スラグ粉末はＣａＯ、ＳｉＯ2及びＡｌ2Ｏ3を主成分とするものであり、粘土、石灰石、下水汚泥焼却物、ゴミ焼却物、産業廃棄物等の種々の原料を上記の化学成分となるように調整したものを高温で溶融し、急冷して得られるスラグを粉砕したものである。ここで、各種の原料は、市販の材料を混合して用いてもよいが、下水汚泥焼却物、ゴミ焼却物及び産業廃棄物は、これを直接用いても化学組成が上記の範囲にあるものがほとんどであり、経済性及び未利用資源の有効利用の点からこれを用いるのがより好ましい。すなわち下水汚泥焼却溶融スラグ、ゴミ焼却溶融スラグ及び産業廃棄物焼却溶融スラグ等の廃棄物溶融スラグを用いることが好ましい。因に下水汚泥や都市ゴミを溶融した廃棄物溶融スラグの化学成分はＣａＯが５〜３５％、ＳｉＯ2 が３０〜７０重量％、Ａｌ2Ｏ3が５〜２５重量％、Ｆｅ2Ｏ3が２〜２０重量％、アルカリ分が１〜１５重量％、リン分が０．５〜２３重量％、ＭｇＯが２〜６重量％等であり、ほとんどの場合ＣａＯ／ＳｉＯ2のモル比が１．２以下である。 Amorphous calcium silicate aluminate slag powder used in the present invention is mainly composed of CaO, SiO 2 and Al 2 O 3 , such as clay, limestone, sewage sludge incineration product, garbage incineration product, industrial waste, etc. The slag obtained by melting a variety of raw materials prepared as described above so as to have the above chemical components at high temperature and rapidly cooling the slag is pulverized. Here, various raw materials may be used by mixing commercially available materials, but sewage sludge incineration products, garbage incineration products and industrial wastes have chemical compositions in the above range even if they are used directly. However, it is more preferable to use this from the viewpoint of economical efficiency and effective use of unused resources. That is, it is preferable to use waste melting slag such as sewage sludge incineration melting slag, garbage incineration melting slag, and industrial waste incineration melting slag. The chemical components of waste molten slag that melts sewage sludge and municipal waste are CaO 5 to 35%, SiO 2 30 to 70% by weight, Al 2 O 3 5 to 25% by weight, Fe 2 O 3 2 to 20% by weight, alkali content is 1 to 15% by weight, phosphorus content is 0.5 to 23% by weight, MgO is 2 to 6% by weight, etc. In most cases, the molar ratio of CaO / SiO 2 is 1. 2 or less.
本発明に用いるスラグ粉末（Ａ）のＣａＯ／ＳｉＯ2のモル比は、０．１〜１．２であるが、好ましくは０．２〜１．０であり、特に好ましくは０．３〜０．８である。このＣａＯ／ＳｉＯ2のモル比が０．１未満であるとスラグの水和活性が極端に小さくなり、水ガラスを多量に使用しても、実用化できる程の強度を持つ硬化体が得られないことがある。一方、このモル比が１．２を超えるとＣａＯの含有量が相対的に高くなるためアルカリスラグコンクリートと同様な問題点を生じることがある。すなわち耐酸性が弱くなり、硫酸存在下では、石膏の生成にともなう膨張によりクラックや表面剥離が発生しやすくなる。 The molar ratio of CaO / SiO 2 of the slag powder (A) used in the present invention is 0.1 to 1.2, preferably 0.2 to 1.0, particularly preferably 0.3 to 0. .8. If the CaO / SiO 2 molar ratio is less than 0.1, the hydration activity of the slag becomes extremely small, and even when a large amount of water glass is used, a cured product having a strength that can be put into practical use is obtained. There may not be. On the other hand, if the molar ratio exceeds 1.2, the content of CaO is relatively high, and thus the same problems as in alkaline slag concrete may occur. That is, the acid resistance is weakened, and in the presence of sulfuric acid, cracks and surface peeling are likely to occur due to expansion accompanying the formation of gypsum.
また、スラグ粉末（Ａ）は、上記成分以外に、酸化鉄、アルカリ分、リン分、酸化チタン、酸化マンガン、酸化マグネシウム及びハロゲン分から選ばれる１種又は２種以上が含まれていることが好ましい。これら成分の含有量は、酸化鉄（Ｆｅ2Ｏ3換算）、アルカリ分（Ｎａ2Ｏ及びＫ2Ｏの合計換算）、リン分（Ｐ2Ｏ5換算）、酸化チタン（ＴｉＯ2換算）、酸化マンガン（ＭｎＯ換算）及び酸化マグネシウム（ＭｇＯ換算）から選ばれる１種又は２種以上が合計量で０．１〜５０重量％、又は／及びハロゲン分０．１〜１０重量％程度であることが好ましい。 In addition to the above components, the slag powder (A) preferably contains one or more selected from iron oxide, alkali content, phosphorus content, titanium oxide, manganese oxide, magnesium oxide and halogen content. . The content of these components is iron oxide (in terms of Fe 2 O 3 ), alkali content (in terms of total Na 2 O and K 2 O), phosphorus content (in terms of P 2 O 5 ), titanium oxide (in terms of TiO 2 ), One or more selected from manganese oxide (in terms of MnO) and magnesium oxide (in terms of MgO) is about 0.1 to 50% by weight or / and a halogen content of about 0.1 to 10% by weight. Is preferred.
スラグ粉末（Ａ）の粉末度は細かいほど粉末の比表面積が大きくなるため水和反応が速く進行し、コンクリートの強度が高まり好ましいが、比表面積が１５０００cm2 ／ｇを超えるものとすると、粉砕にかかるエネルギーや時間が膨大となり経済性に欠ける。一方、比表面積が１０００cm2 ／ｇ未満のものでは、水和活性が乏しく脱型強度が得られず、また耐酸性にも乏しくなることがあり好ましくない。従って、スラグ粉末（Ａ）の比表面積は１０００〜１５０００cm2 ／ｇ、特に２０００〜８０００cm2 ／ｇが好ましい。 As the fineness of the slag powder (A) becomes finer, the specific surface area of the powder increases, so the hydration reaction proceeds faster and the strength of the concrete increases, which is preferable. However, if the specific surface area exceeds 15000 cm 2 / g, Such energy and time are enormous and lack economic efficiency. On the other hand, when the specific surface area is less than 1000 cm 2 / g, the hydration activity is poor, the demolding strength cannot be obtained, and the acid resistance is also poor, which is not preferable. Therefore, the specific surface area of the slag powder (A) is preferably 1000 to 15000 cm 2 / g, particularly 2000 to 8000 cm 2 / g.
本発明で使用される水ガラス（Ｂ）としては、一般に市販されているものすなわち、無水水ガラス、液体水ガラス、Ｋ2Ｏを含んだ水ガラス等であればいずれも使用できるが、刺激剤としての効果を考えるとアルカリ量の多いもの、すなわちＳｉＯ2／Ｎａ2Ｏのモル比が小さいものが好ましい。具体的には市販の水ガラス１〜３号のうち１号水ガラスが好ましい。水ガラスの使用量は、耐酸セメント組成物中１〜２０重量％、好ましくは２〜１５重量％（固形分換算）である。この量が２重量％未満であるとアルカリ刺激剤としての量が少なすぎるため、十分な強度が得られず、２０重量％を超えるとフレッシュ状態の混合物の粘性が大きくなりすぎ、成形又は作業が困難となることがある。また水ガラス（Ｂ）／スラグ粉末（Ａ）の重量比は０．０５〜０．４０、特に０．１０〜０．３０とすることが好ましい。 The water glass (B) used in the present invention can be any commercially available one, that is, anhydrous water glass, liquid water glass, water glass containing K 2 O, etc. In view of the effect, a material having a large alkali amount, that is, a material having a small SiO 2 / Na 2 O molar ratio is preferable. Specifically, No. 1 water glass is preferable among commercially available water glasses No. 1 to No. 3. The usage-amount of water glass is 1-20 weight% in an acid-resistant cement composition, Preferably it is 2-15 weight% (solid content conversion). If this amount is less than 2% by weight, the amount as an alkali stimulant is too small, so that sufficient strength cannot be obtained, and if it exceeds 20% by weight, the viscosity of the fresh mixture becomes too high, and molding or work is not possible. It can be difficult. The weight ratio of water glass (B) / slag powder (A) is preferably 0.05 to 0.40, particularly preferably 0.10 to 0.30.
本発明において使用される骨材（Ｃ）としては耐酸性を有する骨材であれば何れでもよく、石英質岩石、安山岩、玄武岩、陶磁器破砕物等が挙げられる。また、粒状又は塊状の上記廃棄物溶融スラグも骨材として用いることができる。骨材の使用量は用途に応じて耐酸セメント組成物中０〜８５重量％、好ましくは０〜８０重量％とすることが好ましい。この量が８５重量％を超えると他の結合材の量が少なくなりすぎ、フレッシュ状態の混合物の粘性が不足し、パサパサして成形ができなくなることがある。 As the aggregate (C) used in the present invention, any aggregate having acid resistance may be used, and examples thereof include quartz rock, andesite, basalt, and ceramic crushed material. Further, the above-mentioned waste molten slag in a granular or massive shape can also be used as an aggregate. The amount of the aggregate used is preferably 0 to 85% by weight, preferably 0 to 80% by weight in the acid-resistant cement composition depending on the application. If this amount exceeds 85% by weight, the amount of other binders becomes too small, the viscosity of the fresh mixture becomes insufficient, and there is a possibility that it becomes impossible to be molded.
上記耐酸セメント組成物と水とを混合し、成形すれば耐酸性に優れたコンクリート製品が得られる。ここで、セメント組成物と水との混合比は、セメント組成物１００重量部に対し水８．８〜２１重量部であり、所望のコンクリート製品の成形手段によって適宜決定される。 If the acid-resistant cement composition and water are mixed and molded, a concrete product having excellent acid resistance can be obtained. Here, the mixing ratio of the cement composition and water is 8.8 to 21 parts by weight of water with respect to 100 parts by weight of the cement composition, and is appropriately determined by a desired concrete product forming means.
この混合物の成形方法としては、流し込み法、押し出し法、遠心力法、加圧法等の何れを用いてもよい。また、養生方法としては、常温養生、蒸気養生、オートクレーブ養生等の何れを用いてもよい。本発明のコンクリート製品としては、耐酸性構造物、例えば酸類を使用する工場、酸性水温泉地区の槽、床面、壁等の組成材料、耐酸性裏込め材、耐酸性コンクリート製品、例えば化学工場排水管、下水道管等が挙げられる。 As a method for forming the mixture, any of a pouring method, an extrusion method, a centrifugal force method, a pressurizing method and the like may be used. As the curing method, any of room temperature curing, steam curing, autoclave curing, etc. may be used. Concrete products of the present invention include acid-resistant structures such as factories that use acids, composition materials such as tanks, floors and walls in acid water hot springs, acid-resistant backfill materials, and acid-resistant concrete products such as chemical factories. Examples include drainage pipes and sewer pipes.
本発明においては、ＣａＯ／ＳｉＯ2のモル比が０．１〜１．２の非晶質カルシウムシリケートアルミネート系スラグ粉末を用いることによって、硬化体中に生成されるＣ−Ｓ−Ｈゲルの量を減らすことにより耐酸性を向上させている。また、水ガラスの水和により生成されたＮａＯＨ等のアルカリが本発明のスラグ粉末の刺激剤となり消費され、このＮａＯＨの消費により、更に水ガラスの硬化は促進されることになる。換言すれば、水ガラスは本発明の非晶質カルシウムシリケートアルミネート系スラグ粉末の刺激剤となり、非晶質カルシウムシリケートアルミネート系スラグ粉末は水ガラスの硬化剤となる。よって、ＣａＯ／ＳｉＯ2のモル比が０．１〜１．２の非晶質カルシウムシリケートアルミネート系スラグ粉末を用いることにより、従来のアルカリスラグコンクリートでもなく、水ガラスコンクリートでもなく、両者の長所を兼ねそなえ、耐酸性、耐水性、耐浸透性が強く、かつ収縮が小さい耐酸セメント組成物が得られる。 In the present invention, by using an amorphous calcium silicate aluminate-based slag powder having a CaO / SiO 2 molar ratio of 0.1 to 1.2, the C—S—H gel produced in the cured body is obtained. The acid resistance is improved by reducing the amount. Further, alkali such as NaOH generated by hydration of water glass is consumed as a stimulant for the slag powder of the present invention, and the consumption of NaOH further promotes hardening of water glass. In other words, water glass serves as a stimulant for the amorphous calcium silicate aluminate-based slag powder of the present invention, and amorphous calcium silicate aluminate-based slag powder serves as a hardener for the water glass. Therefore, by using amorphous calcium silicate aluminate-based slag powder having a CaO / SiO 2 molar ratio of 0.1 to 1.2, it is neither conventional alkali slag concrete nor water glass concrete, but the advantages of both. Thus, an acid-resistant cement composition having strong acid resistance, water resistance, penetration resistance and small shrinkage can be obtained.
次に実施例を挙げて本発明を更に詳細に説明するが、本発明はこれに何ら限定されるものではない。 EXAMPLES Next, although an Example is given and this invention is demonstrated in detail, this invention is not limited to this at all.
実施例１
ＣａＯ／ＳｉＯ2のモル比が１．１１の大阪市の下水汚泥溶融スラグ（表１）を用いて内径が１５０mm、厚みが２６mmの無筋コンクリート管を作製し、その外圧強さ及び圧縮強度を測定した。その場合の配合組成、成形方式及び養生条件は以下の通りである。すなわち、配合組成は、粉末度が４５００cm2 ／ｇの溶融スラグ粉末を３４３kg／m3、１号水ガラスを８６kg／m3、砂を７８１kg／m3、砂利を１０５９kg／m3、水を１５０kg／m3とした。成形方式は、遠心力成形とし、重力加速度が３ｇの低速で３分間、１２ｇの中速で２分間、３０ｇの高速で６分間回した。養生条件は蒸気養生を用いて、８０℃まで２０℃／時間の昇温速度で昇温し、その後８０℃で８時間保持した後、自然放冷とした。その結果、外圧強さは３０．２kN／mであり、圧縮強度は３６６kgf／cm2 であった。その数値は、呼び径が１５０の無筋コンクリート管の外圧強さのＪＩＳ基準値２５kN／mと比べて十分に高くなっており、実用化に支障のない値であった。
Example 1
An unreinforced concrete pipe with an inner diameter of 150 mm and a thickness of 26 mm was prepared using sewage sludge molten slag (Table 1) in Osaka City with a molar ratio of CaO / SiO 2 of 1.11. It was measured. The blending composition, molding method and curing conditions in that case are as follows. That, compounded composition, fineness is 4500cm 2 / g molten slag powder 343kg / m 3, the No. 1 water glass 86 kg / m 3, sand 781kg / m 3, a gravel 1059kg / m 3, 150kg water / M 3 . The forming method was centrifugal force forming, and the gravity acceleration was 3 minutes at a low speed of 3 g, 2 minutes at a medium speed of 12 g, and 6 minutes at a high speed of 30 g. As curing conditions, steam curing was used, the temperature was raised to 80 ° C. at a rate of temperature increase of 20 ° C./hour, and then kept at 80 ° C. for 8 hours, followed by natural cooling. As a result, the external pressure strength was 30.2 kN / m, and the compressive strength was 366 kgf / cm 2 . The numerical value was sufficiently higher than the JIS standard value of 25 kN / m for the external pressure strength of an unreinforced concrete pipe with a nominal diameter of 150, and was a value that did not hinder practical application.
実施例２〜１８
試験方法について表２及び表３（表１）に示すような配合の耐酸セメント組成物（配合Ｎｏ１〜１８は本発明品、Ａ〜Ｃは比較品）をＩＳＯセメントモルタルの作製方法に準じ、寸法２×２×８cmに成型し、次に示すような条件の蒸気養生を行った後、脱型し、曲げ、圧縮強度、耐酸性試験用の試験体とした。耐酸性試験は試験体体積の１０倍に相当する２０℃の１０％硫酸中に１０日間浸漬した後、その重量測定と外観観察を行った。なお、酸液の交換は２日ごとに行うこととした。結果を表４〜８に示す。
Examples 2-18
Regarding the test method, the acid-resistant cement compositions (formulation Nos. 1 to 18 are the present invention product and A to C are the comparative products) having the formulations shown in Table 2 and Table 3 (Table 1) are prepared according to the ISO cement mortar preparation method. After molding to 2 × 2 × 8 cm and performing steam curing under the following conditions, it was demolded to obtain a specimen for bending, compressive strength, and acid resistance tests. In the acid resistance test, the sample was immersed in 10% sulfuric acid at 20 ° C. corresponding to 10 times the volume of the test specimen for 10 days, and its weight measurement and appearance observation were performed. The acid solution was changed every two days. The results are shown in Tables 4-8.
蒸気養生条件：
前置き時間：４時間
昇温・冷却速度：２０℃／時間
最高温度：８０℃
最高温度保持時間：８時間
Steam curing conditions:
Preliminary time: 4 hours heating / cooling rate: 20 ° C / hour Maximum temperature: 80 ° C
Maximum temperature holding time: 8 hours
本発明の耐酸コンクリート製品は、耐酸性に優れることはもちろん、耐水性・耐浸透性にも優れ、かつ収縮が少ない。また下水汚泥や都市ゴミを溶融した廃棄物溶融スラグを原料とすることができるので、これらの有効利用を図ることができる。 The acid-resistant concrete product of the present invention is not only excellent in acid resistance, but also excellent in water resistance and penetration resistance, and has little shrinkage. Moreover, since waste slag obtained by melting sewage sludge or municipal waste can be used as a raw material, effective utilization of these can be achieved.
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| JPS5845150A (en) * | 1981-09-14 | 1983-03-16 | キエフスキ−・インゼネルノ−・ストロイチエルヌイ・インスチツ−ト | Binder |
| JPS5930749A (en) * | 1982-08-16 | 1984-02-18 | 電気化学工業株式会社 | Pipe lining method |
| JPH04132642A (en) * | 1990-09-26 | 1992-05-06 | Osaka Gas Co Ltd | Production of crystallized slag |
| JPH0891883A (en) * | 1994-09-27 | 1996-04-09 | Nippon Steel Corp | Water granulating treatment device for molten waste slag |
| JPH1025138A (en) * | 1996-05-10 | 1998-01-27 | Sekisui Chem Co Ltd | Hardenable inorganic composition |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPS5845150A (en) * | 1981-09-14 | 1983-03-16 | キエフスキ−・インゼネルノ−・ストロイチエルヌイ・インスチツ−ト | Binder |
| JPS5930749A (en) * | 1982-08-16 | 1984-02-18 | 電気化学工業株式会社 | Pipe lining method |
| JPH04132642A (en) * | 1990-09-26 | 1992-05-06 | Osaka Gas Co Ltd | Production of crystallized slag |
| JPH0891883A (en) * | 1994-09-27 | 1996-04-09 | Nippon Steel Corp | Water granulating treatment device for molten waste slag |
| JPH1025138A (en) * | 1996-05-10 | 1998-01-27 | Sekisui Chem Co Ltd | Hardenable inorganic composition |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113443887A (en) * | 2021-03-25 | 2021-09-28 | 杨荣飞 | Water glass concrete and preparation method thereof |
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