JP2003165758A - Back-filling grout - Google Patents

Back-filling grout

Info

Publication number
JP2003165758A
JP2003165758A JP2001364364A JP2001364364A JP2003165758A JP 2003165758 A JP2003165758 A JP 2003165758A JP 2001364364 A JP2001364364 A JP 2001364364A JP 2001364364 A JP2001364364 A JP 2001364364A JP 2003165758 A JP2003165758 A JP 2003165758A
Authority
JP
Japan
Prior art keywords
slag powder
cement
slowly cooled
sulfur
injection material
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
JP2001364364A
Other languages
Japanese (ja)
Other versions
JP4046505B2 (en
Inventor
Minoru Morioka
実 盛岡
Takayuki Higuchi
隆行 樋口
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 JP2001364364A priority Critical patent/JP4046505B2/en
Publication of JP2003165758A publication Critical patent/JP2003165758A/en
Application granted granted Critical
Publication of JP4046505B2 publication Critical patent/JP4046505B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • 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
    • 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
    • C04B2111/00724Uses not provided for elsewhere in C04B2111/00 in mining operations, e.g. for backfilling; in making tunnels or galleries
    • 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
    • C04B2111/10Compositions or ingredients thereof characterised by the absence or the very low content of a specific material
    • C04B2111/1075Chromium-free or very low chromium-content materials
    • C04B2111/1081Chromium VI, e.g. for avoiding chromium eczema
    • 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
    • C04B2111/70Grouts, e.g. injection mixtures for cables for prestressed concrete
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a back-filling grout mainly used in constructions, which is environmentally pollution-free in case that an underground water or a leak of water is present since an elution of a hexavalent chromium ion from the grout is remarkably little even in a unhardened state. <P>SOLUTION: The back-filling grout contains a slowly cooled blast-furnace slag powder whose sulfur content as a non-sulfate form is ≥0.5% and glass content is ≤30%. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、主に、土木・建築
業界において使用される裏込め注入材に関する。なお、
本発明における部や%は特に規定しない限り質量基準で
示す。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to a backfill injection material used in the civil engineering and construction industry. In addition,
Parts and% in the present invention are based on mass unless otherwise specified.

【0002】[0002]

【従来の技術とその課題】環境問題の観点から、人体に
悪影響をおよぼす六価クロムに関して環境基準が定めら
れている(環境庁告示第46号等)。一方、セメント系材
料には微量ではあるがクロムが含まれており、セメント
製造におけるゴミ処理の頻度が増したことにより、クロ
ム含有量が比較的多いセメントもまれに見られる。ま
た、セメント系材料の使用方法によっても六価クロムの
溶出量は大きく異なる。通常のセメント硬化体からは環
境基準(0.05mg/l)を超えるような量の六価クロムは溶出
しないが、例えば、トンネルの裏込め注入のように高い
水セメント比で用いられる場合には、環境基準を超える
量の六価クロムが溶出することも懸念される。また、地
山に水脈が存在したり、漏水がある場合には、裏込め注
入材が固化する前にその一部が流されてしまい、より六
価クロムの溶出が容易な条件となることも予想される。
しかしながら、裏込め注入用途における六価クロムの溶
出に関して、抜本的な対策は施されていないのが実状で
ある。
2. Description of the Related Art From the viewpoint of environmental problems, environmental standards have been established for hexavalent chromium that adversely affects the human body (Environmental Agency Notification No. 46, etc.). On the other hand, the cement-based material contains a small amount of chromium, and due to the increased frequency of waste treatment in cement production, cement with a relatively high chromium content is rarely found. In addition, the amount of hexavalent chromium eluted varies greatly depending on how the cement-based material is used. Although hexavalent chromium in an amount exceeding the environmental standard (0.05 mg / l) does not elute from ordinary cement hardened products, for example, when used with a high water cement ratio such as backfilling injection of tunnel, There is concern that hexavalent chromium may exceed the environmental standards and may be eluted. In addition, if there is a water vein in the natural ground or if there is a water leak, a part of it will be washed away before the backfill injection material solidifies, and it may be a condition that makes it easier to elute hexavalent chromium. is expected.
However, the fact is that no radical measures have been taken regarding the elution of hexavalent chromium in backfill injection applications.

【0003】六価クロムは、還元剤や吸着剤等によって
その溶出量を低減する方法が提案されている。ところ
が、これら還元剤や吸着剤は、セメント・コンクリート
分野へ利用するには、あまりにも高価なものであり、ほ
とんど利用されていないのが実状である。
A method of reducing the amount of hexavalent chromium eluted by using a reducing agent, an adsorbent or the like has been proposed. However, these reducing agents and adsorbents are too expensive to be used in the cement / concrete field, and are rarely used.

【0004】高炉スラグのうち、高炉水砕スラグを粉末
化した高炉水砕スラグ粉末が、六価クロムの還元剤とし
て作用することも知られている。
Among blast furnace slags, granulated blast furnace slag powder obtained by pulverizing granulated blast furnace slag is also known to act as a reducing agent for hexavalent chromium.

【0005】本発明者は鋭意努力を重ね、特定の裏込め
注入材を使用することにより、前記課題が解消できると
いう知見を得て本発明を完成するに至った。
The present inventor has earnestly made efforts and has completed the present invention by finding that the above problems can be solved by using a specific backfill injection material.

【0006】[0006]

【課題を解決するための手段】即ち、本発明は、高炉徐
冷スラグ粉末を含有してなる裏込め注入材であり、高炉
徐冷スラグ粉末の非硫酸態イオウの含有量が0.5%以上
である該裏込め注入材であり、高炉徐冷スラグのガラス
化率が30%以下である該裏込め注入材である。
Means for Solving the Problems That is, the present invention is a backfill injection material containing blast furnace slowly cooled slag powder, wherein the content of non-sulfuric acid sulfur in the blast furnace slowly cooled slag powder is 0.5% or more. The backfill injection material is a backfill injection material in which the vitrification rate of the slowly cooled blast furnace slag is 30% or less.

【0007】[0007]

【発明の実施の形態】以下、本発明を詳細に説明する。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below.

【0008】本発明で使用する高炉徐冷スラグ粉末(以
下、徐冷スラグ粉という)は徐冷されて結晶化した高炉
スラグの粉末である。徐冷スラグ粉の成分は高炉水砕ス
ラグと同様の組成を有しており、具体的には、SiO2、Ca
O、Al2O3、及びMgOなどを主要な化学成分とし、その他
の成分として、TiO2、MnO、Na2O、S、P2O5、及びFe2O3
などが挙げられる。また、化合物としては、ゲーレナイ
ト2CaO・Al2O3・SiO2とアケルマナイト2CaO・MgO・2SiO2
混晶である、いわゆるメリライトを主成分とし、その
他、ダイカルシウムシリケート2CaO・SiO2、ランキナイ
ト3CaO・2SiO2、及びワラストナイトCaO・SiO2などのカル
シウムシリケート、メルビナイト3CaO・MgO・2SiO2やモン
チセライトCaO・MgO・SiO2などのカルシウムマグネシウム
シリケート、アノーサイトCaO・Al2O3・2SiO2、リューサ
イト(K2O、Na2O)・Al2O3・SiO2、スピネルMgO・Al2O3、マ
グネタイトFe3O4、並びに、硫化カルシウムCaSや硫化鉄
FeSなどの硫化物等を含む場合がある。これら硫化物は
徐冷スラグを粉砕することにより粒子表面に露出し、水
と接した際にチオ硫酸イオンや亜硫酸イオンとして溶出
し、6価クロム還元性能を発揮する。
The blast furnace slowly cooled slag powder (hereinafter referred to as slowly cooled slag powder) used in the present invention is a powder of blast furnace slag that is slowly cooled and crystallized. The components of the slowly cooled slag powder have the same composition as granulated blast furnace slag, and specifically, SiO 2 , Ca
O, Al 2 O 3 and MgO are the main chemical components, and other components are TiO 2 , MnO, Na 2 O, S, P 2 O 5 and Fe 2 O 3
And so on. The compound is a mixed crystal of gehlenite 2CaO · Al 2 O 3 · SiO 2 and Akerumanaito 2CaO · MgO · 2SiO 2, a so-called melilite as the main component, other, dicalcium silicate 2CaO · SiO 2, rankinite night 3CaO・ 2SiO 2 , and calcium silicates such as wollastonite CaO ・ SiO 2 , calcium magnesium silicates such as merbinite 3CaO ・ MgO ・ 2SiO 2 and monticellite CaO ・ MgO ・ SiO 2 , anorthite CaO ・ Al 2 O 3・ 2SiO 2 , Leucite (K 2 O, Na 2 O) ・ Al 2 O 3・ SiO 2 , spinel MgO ・ Al 2 O 3 , magnetite Fe 3 O 4 , and calcium sulfide CaS and iron sulfide
May contain sulfides such as FeS. These sulfides are exposed on the surface of the particles by pulverizing the slowly cooled slag, and when contacted with water, they are eluted as thiosulfate ions or sulfite ions and exhibit hexavalent chromium reducing performance.

【0009】本発明では、徐冷スラグ粉のうち、例え
ば、硫化物、多硫化物、イオウ、チオ硫酸、及び亜硫酸
等のように非硫酸態イオウとして存在するイオウ(以
下、単に非硫酸態イオウという)を0.5%以上含むものを
粉末化した徐冷スラグ粉を用いる。非硫酸態イオウが0.
5%未満では、本発明の効果、即ち、六価クロムの還元
性能が充分に得られない場合がある。非硫酸態イオウ
は、0.5%以上であり、0.7%以上が好ましく、0.9%以
上がより好ましい。非硫酸態イオウ量は、全イオウ量、
単体イオウ量、硫化物態イオウ量、チオ硫酸態イオウ
量、及び硫酸態イオウ量(三酸化イオウ)を、山口と小野
の方法により定量することによって、また、硫酸態イオ
ウ量(三酸化イオウ)と硫化物態イオウ量については、JI
S R 5202に定められた方法により定量することによって
求められる(「高炉スラグ中硫黄の状態分析」、山口直
治、小野昭紘、製鉄研究、第301号、pp.37-40、1980参
照)。
In the present invention, among the slowly cooled slag powder, for example, sulfur existing as non-sulfate sulfur such as sulfide, polysulfide, sulfur, thiosulfuric acid, and sulfurous acid (hereinafter, simply referred to as non-sulfate sulfur). The gradual cooling slag powder that is powdered containing 0.5% or more is used. Non-sulfate sulfur is 0.
If it is less than 5%, the effect of the present invention, that is, the reducing performance of hexavalent chromium may not be sufficiently obtained. The non-sulfate sulfur is 0.5% or more, preferably 0.7% or more, and more preferably 0.9% or more. The amount of non-sulfate sulfur is the total amount of sulfur,
By determining the amount of elemental sulfur, the amount of sulfide-type sulfur, the amount of thiosulfate-sulfur, and the amount of sulfate-sulfur (sulfur trioxide) by the method of Yamaguchi and Ono, and the amount of sulfate-sulfur (sulfur trioxide) And the amount of sulfide-type sulfur, JI
Obtained by quantifying according to the method specified in SR 5202 (see "Analysis of Sulfur State in Blast Furnace Slag", Naoji Yamaguchi, Akihiro Ono, Iron Making Research, No. 301, pp.37-40, 1980).

【0010】本発明で使用する徐冷スラグ粉のガラス化
率は30%以下が好ましく、10%以下がより好ましい。ガ
ラス化率が30%を超えると、本発明の効果、即ち、六価
クロムの還元性能が充分に得られない場合がある。ガラ
ス化率が高い場合、ほぼ同量の非硫酸態イオウを含有し
ていても、結晶質である徐冷スラグに比しガラス化率の
高いスラグ粉はチオ硫酸イオンなどの溶出が少なく、6
価クロムの還元性能は小さい。本発明でいうガラス化率
(X)は、X(%)=(1−S/S0)×100として求められ
る。ここで、Sは粉末X線回折法により求められる徐冷
スラグ粉中の主要な結晶性化合物であるメリライト(ゲ
ーレナイト2CaO・Al2O3・SiO2とアケルマナイト2CaO・MgO・
2SiO2の混晶)のメインピークの面積であり、S0は徐冷
スラグ粉を1,000℃で3時間加熱し、その後、5℃/分
の冷却速度で冷却したもののメリライトのメインピーク
の面積を表す。
The vitrification rate of the slowly cooled slag powder used in the present invention is preferably 30% or less, more preferably 10% or less. When the vitrification ratio exceeds 30%, the effect of the present invention, that is, the hexavalent chromium reducing performance may not be sufficiently obtained. When the vitrification rate is high, even if it contains almost the same amount of non-sulfuric acid sulfur, the slag powder with a high vitrification rate is less leaching of thiosulfate ions, etc.
The reduction performance of valent chromium is small. Vitrification rate in the present invention
(X) is calculated as X (%) = (1−S / S 0 ) × 100. Here, S is melilite (gerenite 2CaO ・ Al 2 O 3・ SiO 2 and akermanite 2CaO ・ MgO ・), which are the main crystalline compounds in the slowly cooled slag powder obtained by the powder X-ray diffraction method.
2 SiO 2 mixed crystal) is the main peak area, and S 0 is the area of the main peak of melilite, which was obtained by heating the slowly cooled slag powder at 1,000 ° C. for 3 hours and then cooling it at a cooling rate of 5 ° C./min. Represent

【0011】徐冷スラグ粉の粉末度は特に限定されるも
のではないが、ブレーン比表面積(以下、ブレーン値と
いう)で、4,000cm2/g以上が好ましく、4,500〜8,000cm2
/gがより好ましく、5,000〜8,000cm2/gが最も好まし
い。ブレーン値が4,000cm2/g未満では、本発明の効果、
即ち、六価クロムの還元性能が充分に得られない場合が
ある。また、8,000cm2/gを超えるように粉砕するには、
粉砕動力が大きくなり不経済であり、また、徐冷スラグ
粉が風化しやすくなり、品質の経時的な劣化が大きくな
る場合がある。この粉末度によって、チオ硫酸イオンや
亜硫酸イオンなどの溶出量をコントロールすることが可
能であり、粉末度を高めることにより初期の6価クロム
還元性能が高まり、逆に粉末度を低くすることで長期に
わたる6価クロム還元性能を与えることが可能となる。
The fineness of the slowly cooled slag powder is not particularly limited, but it is preferable that the Blaine specific surface area (hereinafter referred to as Blaine value) is 4,000 cm 2 / g or more, and 4,500 to 8,000 cm 2
/ g is more preferable, and 5,000 to 8,000 cm 2 / g is most preferable. When the Blaine value is less than 4,000 cm 2 / g, the effect of the present invention,
That is, the reduction performance of hexavalent chromium may not be sufficiently obtained. Also, to grind to over 8,000 cm 2 / g,
The pulverization power becomes large, which is uneconomical, and the slow-cooled slag powder is likely to be weathered, and the deterioration of quality over time may become large. By this fineness, it is possible to control the elution amount of thiosulfate ion, sulfite ion, etc. By increasing the fineness, the initial hexavalent chromium reduction performance is improved, and conversely, by lowering the fineness, long-term It is possible to provide a hexavalent chromium reducing performance over the range.

【0012】徐冷スラグ粉の使用量は特に限定されるも
のではないが、通常、裏込め注入材中のセメント100部
に対して、5〜100部が好ましく、10〜50部がより好まし
い。5部未満では本発明の効果が充分に得られない場合
があり、100部を超えて使用すると強度発現性が悪くな
る場合がある。
The amount of the slowly cooled slag powder is not particularly limited, but usually 5 to 100 parts is preferable, and 10 to 50 parts is more preferable, relative to 100 parts of cement in the backfill injection material. If it is less than 5 parts, the effect of the present invention may not be sufficiently obtained, and if it is used in excess of 100 parts, strength development may be deteriorated.

【0013】本発明に係る裏込め注入材(以下、本注入
材という)は特に限定されるものではないが、通常、エ
アモルタル系とセメントベントナイト系に大別される一
般の裏込め注入材に徐冷スラグ粉を含有したものであ
る。エアモルタル系裏込め注入材は、気泡剤等を用い
て、空気量を著しく高めたモルタルであり、比重が1.0
〜2.0の範囲にある。また、セメントベントナイト系裏
込め注入材は、セメント、ベントナイト、及び水を主成
分とし、多くの水を有するという特徴がある。
The backfill injection material according to the present invention (hereinafter referred to as the present injection material) is not particularly limited, but it is usually a general backfill injection material roughly classified into air mortar type and cement bentonite type. It contains slowly cooled slag powder. The air mortar-based backfill injection material is a mortar in which the amount of air is significantly increased by using a foaming agent, etc.
It is in the range of ~ 2.0. In addition, the cement bentonite-based backfill injection material is characterized in that it contains cement, bentonite, and water as main components and contains a large amount of water.

【0014】本発明で使用するセメントとしては、普
通、早強、超早強、低熱、及び中庸熱等の各種ポルトラ
ンドセメント、これらポルトランドセメントに、高炉ス
ラグ、フライアッシュ、又はシリカを混合した各種混合
セメント、石灰石粉末等を混合したフィラーセメント、
並びに、廃棄物利用セメント、いわゆるエコセメントな
どが挙げられ、これらのうちの一種又は二種以上が使用
可能である。
As the cement used in the present invention, various portland cements such as normal, early strength, ultra-early strength, low heat, and moderate heat, and various mixtures of these portland cements with blast furnace slag, fly ash, or silica are mixed. Filler cement mixed with cement, limestone powder, etc.,
In addition, waste-using cement, so-called eco-cement, and the like can be mentioned, and one or more of these can be used.

【0015】本発明では、徐冷スラグ粉の他に、従来よ
り知られている有害物質低減剤を本発明の目的を実質的
に阻害しない範囲で併用することができる。その具体例
としては、例えば、モンモリロナイトやカオリナイトな
どに代表される層状化合物である、いわゆるベントナイ
ト類、クリノプチロライトやモルデナイトに代表される
ゼオライト類、セピオライト、アパタイト、リン酸ジル
コニウムなどのリン酸塩、三酸化アンチモンや五酸化ア
ンチモンなどのアンチモン酸塩、ハイドロタルサイト
類、活性炭、多硫化物、硫化物、チオ硫酸塩類、及び亜
硫酸塩類等のイオウ化合物、アマルガム、硫酸第一鉄、
及び塩化第一鉄等の鉄化合物、セルロース類、ポリビニ
ルアルコール、及びキトサンなどの水溶性高分子類、ジ
アルキルジチオカルバミン酸類、キノリン化合物類、ポ
リアミン類、並びに、糖類等が挙げられ、これらのうち
の一種又は二種以上を併用することが可能である。
In the present invention, in addition to the slowly cooled slag powder, conventionally known harmful substance reducing agents can be used in combination within a range not substantially impairing the object of the present invention. Specific examples thereof include, for example, layered compounds represented by montmorillonite and kaolinite, so-called bentonites, zeolites represented by clinoptilolite and mordenite, sepiolite, apatite, phosphoric acid such as zirconium phosphate. Salt, antimonic acid salts such as antimony trioxide and antimony pentoxide, hydrotalcites, activated carbon, polysulfides, sulfides, thiosulfates, and sulfur compounds such as sulfites, amalgam, ferrous sulfate,
And iron compounds such as ferrous chloride, water-soluble polymers such as celluloses, polyvinyl alcohol, and chitosan, dialkyldithiocarbamic acids, quinoline compounds, polyamines, and sugars, and one of these. Alternatively, two or more kinds can be used in combination.

【0016】また、本発明では、セメントやベントナイ
ト、徐冷スラグ粉、砂等の骨材の他に、高炉水砕スラグ
粉末、石灰石粉末、フライアッシュ、及びシリカフュー
ムなどの混和材料、無機系及び/又は有機系の可塑化
剤、無機硫酸塩、起泡剤、消泡剤、増粘剤、減水剤、A
E減水剤、高性能減水剤、高性能AE減水剤、防凍剤、
収縮低減剤、高分子エマルジョン、急硬材、膨張材、並
びに、凝結促進剤や凝結遅延剤等の凝結調整剤等のうち
の一種又は二種以上を、本発明の目的を実質的に阻害し
ない範囲で使用することが可能である。
Further, in the present invention, in addition to aggregates such as cement, bentonite, slowly cooled slag powder, and sand, granulated blast furnace slag powder, limestone powder, fly ash, and admixtures such as silica fume, inorganic materials and / or Or organic plasticizers, inorganic sulfates, foaming agents, defoamers, thickeners, water reducing agents, A
E water reducer, high performance water reducer, high performance AE water reducer, antifreeze,
One or more of shrinkage-reducing agents, polymer emulsions, rapid hardening materials, expanding materials, and setting regulators such as setting accelerators and setting retarders do not substantially impede the object of the present invention. It can be used in a range.

【0017】本発明において、各材料の混合方法は特に
限定されるものではなく、それぞれの材料を施工時に混
合しても良いし、あらかじめ一部を、あるいは全部を混
合しておいても差し支えない。混合装置としては、既存
のいかなる装置も使用可能であり、例えば、傾胴ミキ
サ、オムニミキサ、ヘンシェルミキサ、V型ミキサ、及
びナウタミキサなどの使用が可能である。
In the present invention, the method of mixing the respective materials is not particularly limited, and the respective materials may be mixed at the time of construction, or part or all of them may be mixed in advance. . As the mixing device, any existing device can be used, and for example, a tilting barrel mixer, an omni mixer, a Henschel mixer, a V-type mixer, and a Nauta mixer can be used.

【0018】[0018]

【実施例】以下、本発明を実験例に基づいてさらに説明
する。
The present invention will be further described below based on experimental examples.

【0019】実験例1 裏込め注入材イを用いて、そのセメント100部に対して
表1に示す各種徐冷スラグ粉(スラグ)を10部使用し、六
価クロムの溶出量を確認した。ただし、スラグは細骨材
に置換して用いた。結果を表1に併記する。
Experimental Example 1 Using the backfilling injection material b, 10 parts of each slowly cooled slag powder (slag) shown in Table 1 was used with respect to 100 parts of the cement, and the elution amount of hexavalent chromium was confirmed. However, slag was used by replacing it with fine aggregate. The results are also shown in Table 1.

【0020】<使用材料> セメント :普通ポルトランドセメント、電気化学工業
社製、比重3.15 スラグA :徐冷スラグ粉、ブレーン値4,000cm2/g、ガ
ラス化率5%、比重3.00、非硫酸態イオウ0.9% スラグB :徐冷スラグ粉、ブレーン値4,500cm2/g、ガ
ラス化率5%、比重3.00、非硫酸態イオウ0.9% スラグC :徐冷スラグ粉、ブレーン値5,000cm2/g、ガ
ラス化率5%、比重3.00、非硫酸態イオウ0.9% スラグD :徐冷スラグ粉、ブレーン値6,000cm2/g、ガ
ラス化率5%、比重3.00、非硫酸態イオウ0.9% スラグE :徐冷スラグ粉、ブレーン値8,000cm2/g、ガ
ラス化率5%、比重3.00、非硫酸態イオウ0.9% スラグF :徐冷スラグ粉、スラグdを水に浸漬してエ
イジングし、非硫酸態イオウを0.7%にしたもの、ブレ
ーン値6,000cm2/g、ガラス化率5%、比重3.00 スラグG :徐冷スラグ粉、スラグdを水に浸漬してエ
イジングし、非硫酸態イオウを0.5%にしたもの、ブレ
ーン値6,000cm2/g、ガラス化率5%、比重3.00 スラグH :徐冷スラグ粉、ブレーン値6,000cm2/g、ガ
ラス化率10%、比重2.97、非硫酸態イオウ0.7% スラグI :徐冷スラグ粉、ブレーン値6,000cm2/g、ガ
ラス化率30%、比重2.94、非硫酸態イオウ0.5% スラグJ :高炉水砕スラグ粉、ブレーン比表面積6,00
0cm2/g、ガラス化率95%、比重2.90、非硫酸態イオウ0.
6% 裏込め注入材イ:エアモルタル系裏込め注入材、市販
品、セメント300kg/m3、細目砂600kg/m3、水230kg/m3
20倍希釈した起泡剤16kg/m3、及び可塑化剤30kg/m3、空
気量40% セメント :市販の普通ポルトランドセメント3銘柄の
等量混合物、比重3.15 水 :水道水 細骨材 :細目砂 起泡剤 :住友大阪セメント社製、商品名「スミシー
ルド」、クロム含有せず 可塑化剤a:市販品、Al2O3やSO3を主成分とする、クロ
ム含有せず
<Materials used> Cement: ordinary Portland cement, manufactured by Denki Kagaku Kogyo Co., Ltd., specific gravity 3.15 Slag A: slowly cooled slag powder, Blaine value 4,000 cm 2 / g, vitrification rate 5%, specific gravity 3.00, non-sulfuric acid sulfur 0.9% Slag B: Gradually cooled slag powder, Blaine value 4,500 cm 2 / g, vitrification rate 5%, specific gravity 3.00, non-sulfate 0.9% Slag C: Gradually cooled slag powder, Blaine value 5,000 cm 2 / g, glass 5%, specific gravity 3.00, non-sulfuric acid sulfur 0.9% Slag D: slowly cooled slag powder, Blaine value 6,000 cm 2 / g, vitrification rate 5%, specific gravity 3.00, non-sulfuric acid sulfur 0.9% slag E: slow cooling Slag powder, Blaine value 8,000 cm 2 / g, vitrification rate 5%, specific gravity 3.00, non-sulfuric acid sulfur 0.9% Slag F: slowly cooled slag powder, slag d is immersed in water for aging to produce non-sulfuric acid sulfur 0.7%, Blaine value 6,000 cm 2 / g, Vitrification rate 5%, Specific gravity 3.00 slurry G G: Gradually cooled slag powder, slag d immersed in water and aged to make non-sulfate sulfur 0.5%, Blaine value 6,000 cm 2 / g, vitrification rate 5%, specific gravity 3.00 Slag H: Gradually Cold slag powder, Blaine value 6,000 cm 2 / g, vitrification rate 10%, specific gravity 2.97, non-sulfuric acid sulfur 0.7% Slag I: Gradually cooled slag powder, Blaine value 6,000 cm 2 / g, vitrification rate 30%, specific gravity 2.94, non-sulfate 0.5% Slag J: Granulated blast furnace slag powder, Blaine specific surface area 6,00
0 cm 2 / g, vitrification rate 95%, specific gravity 2.90, non-sulfate sulfur 0.
6% backfill injection material a: Air mortar type backfill injection material, commercial product, cement 300 kg / m 3 , fine sand 600 kg / m 3 , water 230 kg / m 3 ,
20-fold diluted foaming agent 16 kg / m 3 , plasticizer 30 kg / m 3 , air content 40% Cement: Commercially available ordinary Portland cement Equal volume mixture of 3 brands, specific gravity 3.15 Water: Tap water fine aggregate: Fine SunaOkoshi foams: manufactured by Sumitomo Osaka Cement Co., Ltd., trade name "Sumi shield", without chromium-containing plasticizing agent a: commercially available, as a main component as Al 2 O 3 and SO 3, without chromium

【0021】<測定方法>六価クロム溶出量:混練直後
のまだ固まらない状態と、固化後の硬化体について、環
境庁告示第46号に記載の方法に準拠して測定した。た
だし、混練直後のまだ固まらない状態の六価クロム溶出
量は、各種裏込め注入材の混練物50gを採取し、純水500
ccを加えて振とうし、6時間後に固液分離して液相中の
六価クロム濃度を測定した。
<Measurement Method> Hexavalent Chromium Elution Amount: The state in which the hexavalent chromium was not solidified immediately after kneading and the hardened body after solidification were measured according to the method described in Environmental Agency Notification No. 46. However, the amount of hexavalent chromium that has not solidified immediately after kneading can be determined by collecting 50 g of a kneaded product of various backfill injection materials and adding pure water 500
cc was added and shaken, and after 6 hours, solid-liquid separation was performed, and the concentration of hexavalent chromium in the liquid phase was measured.

【0022】[0022]

【表1】 [Table 1]

【0023】実験例2 表2に示すスラグDを使用したこと以外は実験例1と同
様に行った。結果を表2に併記する。
Experimental Example 2 The procedure of Experimental Example 1 was repeated except that Slag D shown in Table 2 was used. The results are also shown in Table 2.

【0024】[0024]

【表2】 [Table 2]

【0025】実験例3 裏込め注入材ロを用いて、セメント100部に対して表3
に示すような割合でスラグDを使用したこと以外は実験
例1と同様に行った。結果を表3に併記する。ただし、
スラグをベントナイトに置換して用いた。比較のため
に、裏込め注入材イの測定結果も併記した。
Experimental Example 3 Table 3 was used for 100 parts of cement by using the backfill injection material b.
The same procedure as in Experimental Example 1 was carried out except that Slag D was used in the ratio shown in. The results are also shown in Table 3. However,
The slag was replaced with bentonite before use. For comparison, the measurement results of backfill material A are also shown.

【0026】<使用材料> 裏込め注入材ロ:セメントベントナイト系裏込め注入
材、セメント300kg/m3、ベントナイト300kg/m3、水782k
g/m3、及び可塑化剤a3kg/m3 可塑化剤b:市販品、主成分アクリル系エマルジョン、
クロム含有せず。
<Materials used> Back-filling injection material B: Cement bentonite-based back-filling injection material, cement 300 kg / m 3 , bentonite 300 kg / m 3 , water 782 k
g / m 3 , and plasticizer a 3 kg / m 3 plasticizer b: commercial product, main component acrylic emulsion,
Does not contain chromium.

【0027】[0027]

【表3】 [Table 3]

【0028】[0028]

【発明の効果】本発明の裏込め注入材は六価クロムの溶
出量が著しく少なく、また、特に、まだ固まらない状態
においても六価クロムの溶出量が少ないので、地山に水
脈が存在したり、漏水があっても、環境を汚染すること
がないなどの効果を奏する。
INDUSTRIAL APPLICABILITY The backfilling injection material of the present invention has a significantly small amount of hexavalent chromium eluted, and in particular, the amount of hexavalent chromium eluted is small even in the state where it is not yet solidified. Even if there is water leakage, the environment is not polluted.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 高炉徐冷スラグ粉末を含有してなる裏込
め注入材。
1. A backfill injection material containing blast furnace slowly cooled slag powder.
【請求項2】 高炉徐冷スラグ粉末の非硫酸態イオウの
含有量が0.5%以上であることを特徴とする請求項1に
記載の裏込め注入材。
2. The backfill injection material according to claim 1, wherein the content of non-sulfuric acid sulfur in the slowly cooled blast furnace slag powder is 0.5% or more.
【請求項3】 高炉徐冷スラグ粉末のガラス化率が30%
以下であることを特徴とする請求項1又は2に記載の裏
込め注入材。
3. The vitrification rate of the slowly cooled blast furnace slag powder is 30%.
The backfill injection material according to claim 1 or 2, wherein:
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008169055A (en) * 2007-01-09 2008-07-24 Denki Kagaku Kogyo Kk Cement composition, grouting material using the same and use thereof
CN109392515A (en) * 2018-12-13 2019-03-01 天津市城市新海绵环保科技有限公司 A kind of storage water retention component for vertical greening

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101709125B1 (en) * 2015-07-27 2017-02-23 한국건설기술연구원 Rapid hardening and pseudo-plastic backfill material for sewer pipe and Constructing method using the same

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