JPH02233544A - Concrete composition - Google Patents

Concrete composition

Info

Publication number
JPH02233544A
JPH02233544A JP1054668A JP5466889A JPH02233544A JP H02233544 A JPH02233544 A JP H02233544A JP 1054668 A JP1054668 A JP 1054668A JP 5466889 A JP5466889 A JP 5466889A JP H02233544 A JPH02233544 A JP H02233544A
Authority
JP
Japan
Prior art keywords
concrete
slag
water
alkaline
latent hydraulic
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.)
Pending
Application number
JP1054668A
Other languages
Japanese (ja)
Inventor
Shigeru Tomioka
茂 富岡
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP1054668A priority Critical patent/JPH02233544A/en
Publication of JPH02233544A publication Critical patent/JPH02233544A/en
Pending 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
    • C04B7/00Hydraulic cements
    • C04B7/14Cements containing slag
    • C04B7/147Metallurgical slag
    • C04B7/153Mixtures thereof with other inorganic cementitious materials or other activators
    • C04B7/1535Mixtures thereof with other inorganic cementitious materials or other activators with alkali metal containing activators, e.g. sodium hydroxide or waterglass
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To effectively utilize an industrial waste by blending a latent hydraulic material with an alkaline waste water having >=pH8. CONSTITUTION:With a latent hydraulic material consisting of a glassy material containing large amounts of a granulated blastfurnace slag, a converter slag, SiO2, Al2O3 and CaO and having >=90% glass formation degree, >=1.5 basicity and 1000-10000cm<2>/g Blaine specific surface area, an alkaline waste water generated from a concrete-producing factory, etc., having >=pH8 and adjusted to be <=10wt.% slag concentration by addition of water is blended. A plasticizer such as a lignin- or melamine-based one is used in combination therewith as necessary, thus obtaining the objective concrete composition.

Description

【発明の詳細な説明】 〔産莱上の利用分野〕 本発明はコンクリート組成物、特にアルカリ排水金利用
したコンクリート組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application in Production] The present invention relates to concrete compositions, particularly concrete compositions utilizing alkaline drainage gold.

〔従来の技術とその課聴〕[Conventional technology and its discussion]

アルカリ排水はコンクリート製造工場やコンクリート製
品工場などで発生するもので、−12〜16程度あり、
公害の面から、中和処理後排水している。
Alkaline wastewater is generated in concrete manufacturing factories and concrete product factories, and has a rating of about -12 to 16.
To prevent pollution, the water is discharged after neutralization.

通常、酸性物質からなる薬剤で中和し排水されているが
、コンクIJ − ト製造工場で発生するコンクリート
の洗浄水や、コンクリート遠心fjy.型品製造工場で
発生するノロ水等は、排水ビットでセメント分を沈殿さ
せ、上&みaを中和してから排水し、沈殿部分は水分の
残った状態で廃棄するか、あるいは水分を圧縮脱水し廃
棄する方法がとられている。
Normally, it is neutralized with a chemical consisting of an acidic substance and then drained, but concrete washing water generated at a concrete IJ-t manufacturing plant and concrete centrifugal fjy. For slag water etc. generated in a mold manufacturing factory, use a drain bit to precipitate the cement content, neutralize the top and bottom, and then drain the water.The precipitated portion should be disposed of with water remaining, or the water should be removed. The method used is to compress and dehydrate the waste before disposing of it.

しかしながらこのような排水処理には費用が嵩むこと、
沈殿部分の廃棄処理場が限られていることなどの課題が
あった。
However, such wastewater treatment is expensive;
There were issues such as the limited number of disposal sites for the sediment.

本発明者は、上記課題を解消すべく種々検討した結果、
特定の材料を用いることによって、アルカリ排水の処理
費用を必要としないでコンクリートを製造できる知見を
得て本発明を完成するに至った。
As a result of various studies to solve the above problems, the inventor of the present invention found that
The present invention was completed based on the knowledge that by using a specific material, concrete can be manufactured without requiring the expense of treating alkaline wastewater.

〔課題を解決する九めの手段〕[Ninth means to solve the problem]

即ち、本発明は、潜在水硬性物賞と−8以上のアルカリ
排水を主成分とするコンクリート組成物である。
That is, the present invention is a concrete composition whose main components are a latent hydraulic material and an alkaline wastewater having a rating of -8 or higher.

以下、本発明を詳しく説明する。The present invention will be explained in detail below.

本発明で使用する潜在水硬性物貿(以下水硬物という)
とは高炉水砕スラグ(以下水砕スラグという)、転炉ス
ラグ、その他金属を精銑する際に副生するスラグ等、及
ひ、例えば、火山灰などのように、S102、Al20
3及ひCaOが多量に含有されており、かつ、ガラス状
であるもの等である。
Latent hydraulic material used in the present invention (hereinafter referred to as hydraulic material)
The term refers to granulated blast furnace slag (hereinafter referred to as granulated slag), converter slag, and other slags produced as by-products when refining metals, as well as volcanic ash, S102, Al20, etc.
3. It contains a large amount of CaO and is glassy.

これらのうち、特に水砕スラグの使用が好まし.い。Among these, it is particularly preferable to use granulated slag. stomach.

水砕スラグのがラス化率は90%以上が好ましく塩基度
は1.5以上が好ましく、1.7以上が特に好ましい。
The lathization rate of the granulated slag is preferably 90% or more, and the basicity is preferably 1.5 or more, particularly preferably 1.7 or more.

水砕スラグの粉末度は、ブレーン比表面&(以下ブレー
ン値という)で1 ,0 0 0 Gm”/9以上が好
ましく、4.000〜1 0,0 0 0ほ2/&が特
に好ましい。1,000α2/g未満では水硬性が小さ
くなる傾向かあb、io,oooα2/!Iを越えると
水硬性が大きくなるが、流動性が悪くなる傾向かある。
The fineness of the granulated slag is preferably 1,000 Gm''/9 or more in Blaine specific surface & (hereinafter referred to as Blaine value), and particularly preferably 4.000 to 10,000 2/&. If it is less than 1,000α2/g, the hydraulic properties tend to decrease; if it exceeds io,oooα2/!I, the hydraulic properties increase, but the fluidity tends to deteriorate.

本発明で使用するアルカリ排水は、各徳工揚、特にコン
クIJ − ト製造工場やコンクリート製品工場で発生
する排水で、P}18以上、好ましくは12〜14であ
る。−8未満では水硬物の水硬性が小さくなる。ま7’
cpH14t−越えると水硬性が大きくなるが、通常、
特に、コンクリート製造工場の排水ではpH14を越え
ることがほとんどない。
The alkaline wastewater used in the present invention is wastewater generated in various industrial plants, especially concrete IJ-to manufacturing factories and concrete product factories, and has a P} of 18 or more, preferably 12 to 14. If it is less than -8, the hydraulic properties of the hydraulic material become small. Ma7'
If the cpH exceeds 14t, the hydraulic properties will increase, but normally,
In particular, wastewater from concrete manufacturing plants rarely exceeds pH 14.

コンクリートa造工場のアルカリ排水には、通常、ノロ
がほとんど含有されている。そしてアルカリ排水に含ま
れるノロの固形分の濃度(以下ノロ濃度という)による
一の差はほとんどなく、その濃度に無関係に水硬物は硬
化する。しかしながら、モルタルやコンクリートの硬化
体の製造に利用する場合は、流動性の管理からノロ濃度
10重量%以下になるよう、水を添加し、調整使用する
ことが好ましい。このように調整した排水の使用tは、
要求強度及ひ流動性に適正な量として使用する。つまり
、普通セメントに対する水と同様に使用可能である。し
たがって、必要に応じ、例えは、流動化剤等を併用する
ことが可能である。流動化剤としては、β一NS系、リ
グニン系、メラミン系、オキシカルボン酸塩系、ボリオ
ール系、抛類系及ひボリカルポン酸系などが挙げられる
Alkaline wastewater from a concrete factory usually contains most of slag. There is almost no difference in the concentration of slag solids contained in alkaline wastewater (hereinafter referred to as slag concentration), and hydraulic materials harden regardless of the concentration. However, when using it for producing hardened mortar or concrete, it is preferable to add water and adjust the slag concentration to 10% by weight or less in order to control fluidity. The use of wastewater adjusted in this way, t, is
Use the appropriate amount to meet the required strength and fluidity. In other words, it can be used in the same way as water for ordinary cement. Therefore, if necessary, for example, a fluidizing agent or the like may be used in combination. Examples of the fluidizing agent include β-NS type, lignin type, melamine type, oxycarboxylate type, polyol type, mollusc type and polycarboxylic acid type.

本発明において、水硬物とアルカリ排水の混合方法は特
に制限されるものではない。
In the present invention, the method of mixing the hydraulic material and the alkaline waste water is not particularly limited.

本発明のコンクリート組成物の利用方法としては輸送コ
ストの面からアルカリ排水の発生する工場内のコンクリ
ート製品に使用することが好ましい。また養生条件は通
常のコンク17 − ト製品と同様である。
From the viewpoint of transportation costs, it is preferable to use the concrete composition of the present invention for concrete products in factories where alkaline wastewater is generated. The curing conditions are the same as for ordinary concrete products.

〔実施例〕〔Example〕

以下、本発明を実施例に基づいてさらに説明する。 Hereinafter, the present invention will be further explained based on Examples.

実施例1 がラス化率90%、塩基度1.85で、ブレーン値を表
−2に示すように変化させた水砕スラグを用い、表−1
に示す配合でモルタルを作成した。
Example 1 Using granulated slag with a lathization rate of 90%, basicity of 1.85, and Blaine values changed as shown in Table 2, Table 1
A mortar was prepared with the composition shown below.

表−1 性測定を実施した。結果を表−2に併記する。圧縮強度
比は実験宛1−1の圧縮強度315kgf/cr!L2
を1.00としたときの比である。
Table-1 Sex measurements were conducted. The results are also listed in Table-2. The compressive strength ratio is 315kgf/cr for the experimental 1-1 compressive strength! L2
This is the ratio when 1.00.

く使用材料〉 セメントーa:普通ボルトランドセメント、電気化学工
業(株)製 〃  −b:水砕スラグ、新日鉄室蘭製砂     :
新潟県姫川産、5 1m下水   一〇:水道水 −d:アルカリ排水、コンクリート製 造工場排水、ノロ#k度10重量 係、pH12.7 練シ混せたモルタルk4X4X16cmの型枠に打設し
、供試体を作成した。材令7日の圧縮強度と.!工s 
R 5 2 0 1のフロー試販方法に基づき流動実施
例2 ブレーン* 5,9 6 0 (:Fn2/ .!i’
の水砕スラグを用い、pH12.7のアルカリ排水のめ
値を表−6のようにn2so,又はNaOHで調整した
こと以外は実施例1と同様に行った。結果を表−6に併
記する。
Materials used: Cement-a: Ordinary boltland cement, manufactured by Denki Kagaku Kogyo Co., Ltd. -b: Granulated slag, sand manufactured by Nippon Steel Muroran:
Produced in Himekawa, Niigata Prefecture, 5 1m sewage 10: Tap water - d: Alkaline wastewater, concrete manufacturing factory wastewater, slag #k degree 10 weight ratio, pH 12.7 Mixed mortar k 4 x 4 x 16 cm poured into a formwork, A specimen was created. Compressive strength at 7 days old. ! Engineering
Flow Example 2 based on the flow trial sales method of R 5 2 0 1 Brain * 5,9 6 0 (:Fn2/ .!i'
Example 1 was carried out in the same manner as in Example 1, except that the granulated slag was used and the alkaline waste water value of pH 12.7 was adjusted with n2so or NaOH as shown in Table 6. The results are also listed in Table-6.

く使用材料〉 H2So, : B産化学社製、濃度98重量係水−e
 : NaOH 、徳山1達社裂、!1度10!量% その他は実施例1と同様。
Materials used> H2So, manufactured by B San Kagaku Co., Ltd., concentration 98 weight water-e
: NaOH, Tokuyama 1st Sha Rip,! 10 times! Amount % Other details are the same as in Example 1.

〔発明の効果〕〔Effect of the invention〕

本発明により、次の効果が期待できる。 The following effects can be expected from the present invention.

1, アルカリ排水を使用するため、アルカリ排水の中
和処理を必要としない。
1. Since alkaline wastewater is used, neutralization treatment of alkaline wastewater is not required.

2. コンクリート製造工場のアルカリ排水は潜在水硬
性物賞と併用し、それを硬化することで廃棄が容易にな
る。
2. Alkaline wastewater from concrete manufacturing plants is used in conjunction with latent hydraulic materials to harden it and make it easier to dispose of.

6.従来、それだけでは硬化しない、水硬物と排水処理
に多大の費用金要したアルカリ排水を使用し、コンクリ
ート製品の製造が可能となる。
6. It is now possible to manufacture concrete products using alkaline wastewater, which conventionally does not harden on its own and requires a large amount of money to treat water and water.

4. 水砕スラグやアルカリ排水などの産業廃棄物を有
効利用できる。
4. Industrial waste such as granulated slag and alkaline wastewater can be effectively used.

待許出願人 電気化学工業株式会社Patent applicant: Denki Kagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1)潜在水硬性物質とpH8以上のアルカリ排水を主
成分とするコンクリート組成物。
(1) A concrete composition whose main components are a latent hydraulic substance and alkaline waste water with a pH of 8 or more.
JP1054668A 1989-03-07 1989-03-07 Concrete composition Pending JPH02233544A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1054668A JPH02233544A (en) 1989-03-07 1989-03-07 Concrete composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1054668A JPH02233544A (en) 1989-03-07 1989-03-07 Concrete composition

Publications (1)

Publication Number Publication Date
JPH02233544A true JPH02233544A (en) 1990-09-17

Family

ID=12977156

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1054668A Pending JPH02233544A (en) 1989-03-07 1989-03-07 Concrete composition

Country Status (1)

Country Link
JP (1) JPH02233544A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0768164A (en) * 1993-09-03 1995-03-14 Kyoei Kogyo Kk Carbon dioxide fixing material and carbon dioxide fixing filter
JP2008247650A (en) * 2007-03-29 2008-10-16 Kubota Matsushitadenko Exterior Works Ltd Fiber cement board

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0768164A (en) * 1993-09-03 1995-03-14 Kyoei Kogyo Kk Carbon dioxide fixing material and carbon dioxide fixing filter
JP2008247650A (en) * 2007-03-29 2008-10-16 Kubota Matsushitadenko Exterior Works Ltd Fiber cement board

Similar Documents

Publication Publication Date Title
JP2003306359A (en) Cement composition and hydrated hardened body
JP2003165751A (en) Hydraulic composition and hydrated hardened body
KR100771490B1 (en) Manufacturing method of solidification agent for organic or inorganic waste resources
JP3857372B2 (en) Acid-resistant cement composition
KR100842769B1 (en) The method of construction materials
Breesem et al. Reuse of alum sludge in construction materials and concrete works: a general overview
RU2311375C2 (en) Building and other materials containing bauxite tails subjected to technological treatment and a method for manufacturing such materials
JPH02233544A (en) Concrete composition
JP2001240456A (en) Acid proof mortar, grout and concrete, and method for working therewith
JPS6121794A (en) Utilization of steel making slag
KR100420702B1 (en) A cement concrete hardening material to treat heavy metals, and the method thereof
JPH10225669A (en) Low alkali solidifying material
JP2820708B2 (en) Ground reinforcement and soil improvement materials
JP2004105783A (en) Solidification material and solidification method for soil
JP2006193393A (en) High-flow concrete
JPH10338564A (en) Elution preventing material of heavy metal from hardened body, and hardened body
JPS61238398A (en) Preparation of submerged sludge curing material
CN106186983B (en) A kind of handling process of the sediment containing chromium
JPH068198B2 (en) Granulation method of coal ash
KR102306318B1 (en) Solidifying agent composition for soft ground and manufacturing method thereof
JP2003183068A (en) Method for treating laitance by suppressing elution of hexavalent chromium and solidifying
JPH0910727A (en) Treatment agent and method for solidifying collected incineration ash of waste
JP4277590B2 (en) Solidification method of sludge
SU1744078A1 (en) Stock for manufacturing slag-concrete blocks
WO1992010439A1 (en) Process for producing concrete and mortars