JPH0443953B2 - - Google Patents

Info

Publication number
JPH0443953B2
JPH0443953B2 JP6044285A JP6044285A JPH0443953B2 JP H0443953 B2 JPH0443953 B2 JP H0443953B2 JP 6044285 A JP6044285 A JP 6044285A JP 6044285 A JP6044285 A JP 6044285A JP H0443953 B2 JPH0443953 B2 JP H0443953B2
Authority
JP
Japan
Prior art keywords
soil
waste
sio
cement
present
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.)
Expired - Lifetime
Application number
JP6044285A
Other languages
Japanese (ja)
Other versions
JPS61218684A (en
Inventor
Yukimori Shida
Giichi Takahashi
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.)
Tokiwa Kogyo Co Ltd
Original Assignee
Tokiwa Kogyo 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 Tokiwa Kogyo Co Ltd filed Critical Tokiwa Kogyo Co Ltd
Priority to JP60060442A priority Critical patent/JPS61218684A/en
Publication of JPS61218684A publication Critical patent/JPS61218684A/en
Publication of JPH0443953B2 publication Critical patent/JPH0443953B2/ja
Granted 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
    • C04B18/06Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
    • C04B18/10Burned or pyrolised refuse
    • 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
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
    • 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

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

産業上の利用分野 本発明は、工場排出物、特に精糖工場、ゴムタ
イヤ製造工場及びその再生処理工場の排出物を焼
成して得られるCaO,Al2O3,Fe2O3及びSiO2
主成分として含有する焼成物を基材として利用し
た水硬性の地盤強化改良材に関する。 従来の技術的背景 近年、軟弱地盤の強化改良工法の開発に伴な
い、種々の土質改良材が提案され、かつ市販され
ているものもある。 しかし、これらの土質改良材のほとんどは、セ
メント類を基材とし、これにカルシウム分、シリ
カ分、マグネシウム分、石膏もしくはその他の水
硬性無機物や有機物を配合したものであり、ま
た、注入工法用としては水ガラスを基材としたも
のに種々の水硬性物質を配合したものが用いられ
ている。 一方、各種工場から排出される排出物は、公害
防止の観点から焼却などの処理を施して産業廃棄
物として埋立に用いたり、海上に投棄されている
のが現状である。 発明が解決しようとする問題点 本発明者は、従来の土質改良材が上述したよう
に、セメント類や水ガラスを基材として用いたも
のであつて、コスト上必ずしも有利といえないも
のであることに鑑み、産業廃棄物として捨てられ
ている各種工場の排出物に着目し、それら排出物
の焼成物についての化学組成について検討した結
果、該焼成物のうちには地盤強化材の基材として
利用し得るものがあることを見出し、本発明をな
すに至つた。 すなわち、本発明は、各種工場からの排出物の
焼成物についてその成分を検討したところ、精糖
工場、ゴムタイヤ製造工場及びその再生工場の排
出物の焼成物がCaO,Al2O3,Fe2O3及びSiO2
主成分として含有していることを見出し、このよ
うな焼成物を基材として利用し、これに地盤強化
に関与する各種の水硬性物質を配合して組成分と
してSiO2,Al2O3,Fe2O3,CaO,MgO,Na2
及びK2Oを含有させて成る、軟弱地盤を強化改
良するのに適した水硬性地盤強化改良材を安価に
提供することを目的とするものである。 以下本発明を詳しく説明する。 発明の構成 本発明の特徴は、CaO,Al2O3,Fe2O3及び
SiO2を主成分として含有する精糖工場、ゴムタ
イヤ製造工場及びその再生処理工場排出物の焼成
物を基材と、これに水硬性物質としてセメント
類、石膏及び石灰、さらに必要に応じて硫酸アル
ミナ、硫化第二鉄、塩化ナトリウム及び硫酸マグ
ネシウムからなる群から選択される少なくとも1
種の化合物とを配合して、SiO2,Al2O3,Fe2O3
CaO,MgO,Na2O及びK2Oを成分として含有
させたことにある。なお、本発明では前記した工
場排出物の焼成物の2種以上を混合することによ
つて上記成物を含有するものが得られる場合もあ
り、また場合によつてはその他の種類の工場排出
物の焼成物を混合してもよい。 本発明では、上記工場排出物の焼成物に、上掲
したような各種水硬性物質を、下記表1に示すセ
メントクリンカーの構成鉱物の成分を基準とし
て、アリツトまたはベリツトの成分に適合するよ
う適宜選定して配合するものである。
Industrial Application Field The present invention mainly uses CaO, Al 2 O 3 , Fe 2 O 3 and SiO 2 obtained by burning factory waste, especially waste from sugar refineries, rubber tire manufacturing plants, and their recycling plants. This invention relates to a hydraulic ground reinforcement improvement material that uses a fired material contained as a component as a base material. Conventional Technical Background In recent years, with the development of methods for strengthening and improving soft ground, various soil improvement materials have been proposed, and some are commercially available. However, most of these soil improvement materials are based on cement and contain calcium, silica, magnesium, gypsum, or other hydraulic inorganic or organic materials; As a base material, those made of water glass and mixed with various hydraulic substances are used. On the other hand, in order to prevent pollution, the waste discharged from various factories is currently incinerated or otherwise disposed of as industrial waste in landfills or dumped at sea. Problems to be Solved by the Invention The present inventor has discovered that, as mentioned above, conventional soil conditioners use cement or water glass as a base material, which is not necessarily advantageous in terms of cost. In view of this, we focused on the emissions from various factories that are discarded as industrial waste, and as a result of examining the chemical composition of the burned products of these emissions, we found that some of these burned products can be used as base materials for ground reinforcement materials. The present inventors have discovered that there is something that can be used, and have come up with the present invention. That is, the present invention investigated the components of the burned waste from various factories and found that the burnt waste from sugar refineries, rubber tire manufacturing plants, and recycling plants contains CaO, Al 2 O 3 , Fe 2 O. 3 and SiO 2 as the main components, and using such a fired material as a base material, various hydraulic substances involved in ground reinforcement are blended with it to create SiO 2 , SiO 2 as the main components. Al 2 O 3 , Fe 2 O 3 , CaO, MgO, Na 2 O
The object of the present invention is to provide at a low cost a hydraulic ground reinforcement improvement material containing K 2 O and suitable for strengthening and improving soft ground. The present invention will be explained in detail below. Structure of the invention The feature of the present invention is that CaO, Al 2 O 3 , Fe 2 O 3 and
The base material is the sintered waste from sugar refineries, rubber tire manufacturing plants, and their recycling plants that contain SiO 2 as the main component, as well as cement, gypsum, and lime as hydraulic substances, and if necessary, alumina sulfate. At least one selected from the group consisting of ferric sulfide, sodium chloride, and magnesium sulfate
SiO 2 , Al 2 O 3 , Fe 2 O 3 ,
The reason is that it contains CaO, MgO, Na 2 O and K 2 O as components. In addition, in the present invention, products containing the above-mentioned products may be obtained by mixing two or more types of fired products of the above-mentioned factory discharges, and in some cases, other types of factory discharges may be used. You may also mix baked products. In the present invention, the above-mentioned various hydraulic substances are added to the fired product of the above-mentioned factory waste as appropriate to suit the composition of Aritz or Veritz, based on the composition of the constituent minerals of the cement clinker shown in Table 1 below. It is selected and blended.

【表】 因に、セメントクリンカーは、表1に示した各
石灰質鉱石に粘土質鉱物を混合したものを焼成す
ることにより得られる。 問題点を解決するための手段 本発明において基材として用いる工場排出物の
焼成物は、CaO,Al2O3,Fe2O3及びSiO2を主成
分として含有する工場排出物を利用し得る。この
ような排出物としては、精糖工場及びゴムタイヤ
の製造工場並びにそれの再生処理工場からの排出
物がある。これらの焼成物は2種以上混合して用
いてもよい。 なお、上記工場排出物の焼成物の利用に当つて
は、環境庁告示13号に基く重金属類を含まない
か、もしくはそれらの排出規則値以下のものを用
いるように留意する必要がある。 次に、精糖工場と、ゴムタイヤの製造工場並び
にそれらの再生処理工場の排出物の焼成物につい
て分析した結果を表2に例示する。
[Table] Incidentally, cement clinker is obtained by firing a mixture of each of the calcareous ores shown in Table 1 and clay minerals. Means for Solving the Problems The fired product of factory waste used as a base material in the present invention may be a factory waste containing CaO, Al 2 O 3 , Fe 2 O 3 and SiO 2 as main components. . Such emissions include those from sugar refineries and rubber tire manufacturing and recycling plants. Two or more of these fired products may be used in combination. In addition, when using the above-mentioned fired product from the factory, care must be taken to ensure that it does not contain heavy metals based on Environment Agency Notification No. 13, or that it does not contain any heavy metals or that is below the emission regulation values. Next, Table 2 shows the results of an analysis of burned products from sugar refineries, rubber tire manufacturing plants, and recycling plants.

【表】【table】

【表】 正した値である。
表2にみられるように、上記両工場の排出物の
焼成物は、いずれもCaO,Al2O3,Fe2O3及び
SiO2を主成分として含んでいる。 本発明では、これらの工場排出物の焼成物を基
材として用い、これに、表1に示したセメントク
リンカー構成鉱物の組成を基準とし、セメント、
石膏または石灰よりなる水硬性物質と、さらに必
要に応じて硫酸アルミナ、酸化第二鉄、塩化ナト
リウム及び硫酸マグネシウムよりなる群から選択
される少なくとも1種の化合物よりなる成分を選
定して添加、配合SiO2,Al2O3,Fe2O3,CaO,
MgO,Na2O及びK2Oを組成分として含有させ
たものを地盤強化改良材として利用するものであ
る。なお、これらの組成分の含有割合は、適用す
る地盤の土質を勘案して適宜選定できる。 上記工場排出物の焼成物から成る基材に、上記
各種の水硬性物質群から選択される物質を配合す
るのは、地盤強化への適用においての水和反応に
際して、表1に示したようなアリツトやベリツト
を含むセメント類と同様にカルシウムシリケート
を生成させて、粘土鉱物由来の土壌中でいわゆる
エトリンジヤイト(ettringite)の架橋を補強し、
ついで生石灰の水和反応によつて生じたカルシウ
ムイオン(Ca2+)の粘土粒子表面におけるイオ
ン交換反応に基づくボゾラン反応を促進させて土
粒子を固結させるために行なうものである。 すなわち、本発明では、上記工場排出物の焼成
物に上掲した水硬性物質を選択的に配合して補足
することによつて地盤に適用して水和反応を行わ
せた場合、アリツトやベリツトのようなセメント
クリンカーを含むセメント類と同様に土粒子の固
結による地盤の強化が行なわれるのである。 また、本発明に係る地盤強化改良材において
は、上記水硬性物質の配合に加えて、早期段階で
の固化強度の促進を目的として、塩化物、塩素酸
塩、硫酸塩、アルミン酸塩、重炭酸塩、珪酸塩、
珪弗酸塩、リン酸塩、リン酸水素塩、ピロリン酸
塩等の無機物を任意に配合することができる。更
には、長期間に亘る増強化物として鉄鋼やアルミ
ニウムのスラグ類を配合することも可能である。 本発明に係る地盤強化改良材は、軟弱地盤改良
のための種々の工法に適用できる。 すなわち、軟弱土を掘削して良質土と入れ替え
る置換工法において、良質土と共に本改良材を加
える方法、軟弱地盤の浅層(深度100〜2000m/
m)の表面処理を行なう安定処理工法において、
浅層に本改良材をドライ散布方式で撒布する方
法、更には地盤の深層で安定処理を行なうウエツ
ト工法において、本改良材を水に分散させて注入
する方法等を採用し得る。その他に、シールド工
法、推進工法及び隧道等のウラ込み工法等にも広
く利用できる。 また、本発明に係る地盤強化改良材においてセ
メント類を10%程度配合したものでは、腐植物質
に起因するフミン質を含む土質から成る軟弱地盤
の強化改良にも効果を示す。 因に、フミン質を含む土質の改良にセメントを
用いた場合には、フミン質がセメントの水和によ
り不溶性のフミン酸カルシウムを生成し、これが
セメント粒子の表面に沈積してセメントの水和反
応を妨げるため、セメントによる土質の改良効果
は期待し得ないと言われている。 発明の実施例と効果 以下に実施例を示して本発明及びその効果を具
体的に説明する。 実施例 1 本例は、工場排出物の焼成物として精糖工場の
排出物の焼成物を用いた例を示したものである。
前記表2に示した成分組成の精製工場からの焼成
物に、下記表3に示す配合割合により種々の水硬
性物質を補足して地盤強化改良材を得た。
[Table] This is the correct value.
As shown in Table 2, the fired products of the above-mentioned two factories contain CaO, Al 2 O 3 , Fe 2 O 3 and
Contains SiO 2 as a main component. In the present invention, the fired product of these factory wastes is used as a base material, and based on the composition of the cement clinker constituent minerals shown in Table 1, cement,
Addition and combination of a hydraulic substance made of gypsum or lime and, if necessary, at least one compound selected from the group consisting of alumina sulfate, ferric oxide, sodium chloride, and magnesium sulfate. SiO 2 , Al 2 O 3 , Fe 2 O 3 , CaO,
A material containing MgO, Na 2 O, and K 2 O as a component is used as a soil reinforcement improvement material. Incidentally, the content ratio of these components can be appropriately selected in consideration of the soil quality of the ground to which it is applied. The reason why a substance selected from the above various hydraulic substance groups is blended into the base material made of the fired product of the above factory waste is to perform a hydration reaction as shown in Table 1 in application to ground reinforcement. Calcium silicate is produced in the same way as cements containing Aritz and Berits to strengthen the bridges of so-called ettringite in soils derived from clay minerals.
This is then carried out to solidify the soil particles by promoting the bozolan reaction based on the ion exchange reaction of calcium ions (Ca 2+ ) generated by the hydration reaction of quicklime on the surface of the clay particles. That is, in the present invention, when the above-mentioned hydraulic substances are selectively blended and supplemented to the fired product of the above-mentioned factory waste and applied to the ground to cause a hydration reaction, the Similar to cements containing clinker, the soil is strengthened by solidifying soil particles. In addition to the above-mentioned hydraulic substances, the soil reinforcement improvement material according to the present invention also contains chlorides, chlorates, sulfates, aluminates, heavy carbonates, silicates,
Inorganic substances such as silicate, phosphate, hydrogen phosphate, and pyrophosphate may be optionally blended. Furthermore, it is also possible to mix steel or aluminum slag as a long-term reinforcement. The soil reinforcement improvement material according to the present invention can be applied to various construction methods for improving soft soil. In other words, in the replacement method in which soft soil is excavated and replaced with good quality soil, this improvement material is added together with good quality soil,
m) In the stable treatment method that performs surface treatment,
It is possible to apply the improved material in shallow layers using a dry spreading method, or furthermore, in the wet construction method for stabilizing deep layers of the ground, a method in which the improved material is dispersed in water and injected can be adopted. In addition, it can be widely used for shield construction methods, propulsion construction methods, back-fill construction methods such as tunnels, etc. In addition, the soil strengthening improvement material according to the present invention containing about 10% cement is effective in strengthening and improving soft ground made of soil containing humic substances derived from humic substances. Incidentally, when cement is used to improve soil quality containing humic substances, the humic substances produce insoluble calcium humate through hydration of the cement, which is deposited on the surface of cement particles and causes a hydration reaction of the cement. It is said that cement cannot be expected to have any effect on improving soil quality because it interferes with the soil quality. EXAMPLES AND EFFECTS OF THE INVENTION The present invention and its effects will be specifically explained below with reference to Examples. Example 1 This example shows an example in which a burnt product of sugar refinery waste is used as a burnt product of factory waste.
Various hydraulic substances were supplemented to the fired product from the refinery having the composition shown in Table 2 in the proportions shown in Table 3 below to obtain soil reinforcement improvement materials.

【表】 上述のようにして得られた各改良材の試料No.1
〜6の組成を示すと表4のとおりである。
[Table] Sample No. 1 of each improved material obtained as described above
Table 4 shows the compositions of Samples 1 to 6.

【表】 次に、上記組成の各試料を有機質シルト粘土並
びに腐植土質のピートの各1000gに10〜15重量%
混入したものを供試体としてその強度の増加状態
を調べた結果を示す。 なお、供試体はいずれも6日間常温下で水中に
浸漬して養生したものについて強度を測定した。
結果は表5に示すとおりである。
[Table] Next, 10 to 15% by weight of each sample with the above composition was added to 1000 g each of organic silt clay and humus peat.
The results of investigating the increase in strength of the mixed specimen are shown below. The strength of each specimen was measured after it had been cured by immersing it in water at room temperature for 6 days.
The results are shown in Table 5.

【表】 表5にみられるとおり、有機質シルト粘土並び
にピートの強度強化に本発明に係る改良材が優れ
た効果を示すことがわかる。 実施例 2 本例は精糖工場の排出物の焼成物とゴムタイヤ
の製造並びにそれの再生処理工場の排出物の焼成
物との混合物に、水硬質性物質としてセメントと
石膏を配合した例を示したものである。 実施例1で用いたと同様な精糖工場からの焼成
物と前記表2に示した成分組成のゴムタイヤ工場
並びにそれの再生工場からの焼成物及びセメント
と石膏を下記に示す配合割合で混合して地盤強化
改良材を得た。 配合成分 配合量(g) 精糖工場からの焼成物 51.1 ゴムタイヤの製造工場並びにそれの再生工場か
らの焼成物 30.30 セメント 38.6 石膏 30 上述のようにして得られた改良材の組成を示す
と表6のとおりである。
[Table] As seen in Table 5, it can be seen that the improving material according to the present invention exhibits an excellent effect on strengthening the strength of organic silt clay and peat. Example 2 This example shows an example in which cement and gypsum are mixed as hydraulic substances into a mixture of the burned waste from a sugar refinery and the burned waste from a rubber tire manufacturing and recycling plant. It is something. A fired product from a sugar refinery similar to that used in Example 1, a fired product from a rubber tire factory and its recycling plant having the composition shown in Table 2 above, and cement and gypsum were mixed in the proportions shown below to prepare the ground. A reinforced and improved material was obtained. Ingredients Blend amount (g) Burnt product from sugar refinery 51.1 Burnt product from rubber tire manufacturing plant and its recycling plant 30.30 Cement 38.6 Gypsum 30 The composition of the improved material obtained as described above is shown in Table 6. That's right.

【表】 次に、上記組成から成る改良材を、普通のボル
トラントセメント並びに石灰の使用によつては土
質改良の効果が劣るとされている腐植土などの有
機質に富む霞ケ浦有機質シルト粘土並びに腐植土
の各1000gに対し15重量%適用してその強度の増
加状態を調べた結果を表7に示す。 なお、土質への供試体は6日間水中養生を、1
日間湿空養生をそれぞれ行なつた。
[Table] Next, the improvement material consisting of the above composition was mixed with Kasumigaura organic silt clay and humus, which are rich in organic matter such as humus soil, which is said to be less effective in improving soil quality when using ordinary voltant cement and lime. Table 7 shows the results of applying 15% by weight to each 1000g of soil and examining the increase in strength. In addition, the soil specimen was cured in water for 6 days, and
Humid air curing was performed for each day.

【表】 表7にみられるとおり、本発明の地盤強化改良
材は、有機質に富む土質から成る地盤に対しても
優れた強化改良効果を示すことがわかる。 実施例 3 本例は、注入工法に適用する地盤強化改良材に
ついて例示したものである。因に、注入工法は、
シールド工法、推進工法、隧道等のウラ込み工法
に用いられるものであつて、高い強度はさほど要
求されるものでなく、土壌内への空隙に改良材
(薬液)を圧密注入することによつて地盤の安定
を計る工法であり、また、地下工事における高含
水地盤の止水効果を高めるために瞬時的に固結さ
せるためにも適用される。 なお、従来はこの注入工法にはセメントにベン
トナイト及び珪酸ソーダを配合した懸濁状タイプ
のものが用いられている。 本発明による注入用地盤改良材の調製: 実施例1で用いたと同様な精糖工場からの焼成
物並びに実施例2で用いたと同様なゴムタイヤ再
生工場から焼成物に表8に示す配合割合で各種の
水硬性物質と水を配合したものに、珪酸ソーダ
(水ガラス)3号の20%溶液を混合して注入用地
盤改良材を得た。
[Table] As seen in Table 7, it can be seen that the soil reinforcement improvement material of the present invention exhibits an excellent reinforcement improvement effect even on soil made of soil rich in organic matter. Example 3 This example illustrates a soil reinforcement improvement material applied to the injection method. Incidentally, the injection method is
It is used for shield construction method, propulsion construction method, underground construction method for tunnels, etc., and high strength is not required so much. This is a construction method that measures the stability of the ground, and is also used to instantaneously solidify highly water-containing ground in underground construction to enhance the water-stopping effect. Conventionally, this injection method uses a suspension type of cement mixed with bentonite and sodium silicate. Preparation of a ground improvement material for injection according to the present invention: A fired product from a sugar refinery similar to that used in Example 1 and a fired product from a rubber tire retreading factory similar to that used in Example 2 were mixed with various types at the compounding ratios shown in Table 8. A 20% solution of sodium silicate (water glass) No. 3 was mixed with a mixture of a hydraulic substance and water to obtain a ground improvement material for injection.

【表】 方式で用いる。
次に、上記各試料No.1〜6を用いて注入工法に
より軟弱地盤に注入して強度の増加状態を調べた
結果を表9に示す。
[Table] Used in the method.
Next, Table 9 shows the results of injecting each of the above-mentioned samples No. 1 to 6 into soft ground using the injection method to examine the state of increase in strength.

【表】 表9にみられるとおり、各試料は極めて短時間
で注入材のゲル化が行われるので、いわゆる瞬結
用注入材として適している。 なお、注入材のゲル化時間をもう少し遅延させ
ることが所望な場合には、表8における石膏に代
えて脱硫石膏もしくはリン酸石膏を用いるとゲル
化時間は約30秒〜1分遅延し、しかも強度も若干
高くなる。 また本発明ではさらに、製紙工場から排出され
る汚泥の焼成物、石油スラツジの焼成物などを上
記基材に混合して使用することもできる。
[Table] As shown in Table 9, each sample gels as an injection material in an extremely short period of time, so it is suitable as a so-called instant setting injection material. If it is desired to delay the gelation time of the injection material a little more, use desulfurized gypsum or phosphate gypsum in place of the gypsum in Table 8, and the gelation time will be delayed by about 30 seconds to 1 minute. The strength is also slightly higher. Furthermore, in the present invention, a burned product of sludge discharged from a paper mill, a burned product of petroleum sludge, etc. can also be used by mixing with the above-mentioned base material.

Claims (1)

【特許請求の範囲】[Claims] 1 精糖工場、ゴムタイヤ製造工場及びその再生
処理工場の排出物の焼成物であつてCaO,Al2
O3,Fe2O3およびSiO2を主成分として含有するも
のを基材とし、セメント類、石膏及び石灰からな
る群から選択される少くとも一種の水硬性物質
と、さらに必要に応じて硫酸アルミナ、塩化第二
鉄、塩化ナトリウム及び硫酸マグネシウムから成
る群から選択される化合物とを、セメントクリン
カーの構成鉱物成分を基準として配合することに
より、SiO2,Al2O,Fe2O3,CaO,MgO及びK2
Oを成分として含有させて成る地盤強化改良材。
1. Burnt products of waste from sugar refineries, rubber tire manufacturing plants, and their recycling plants, which contain CaO, Al 2
A base material containing O 3 , Fe 2 O 3 and SiO 2 as main components, at least one hydraulic substance selected from the group consisting of cements, gypsum and lime, and sulfuric acid as necessary. By blending a compound selected from the group consisting of alumina, ferric chloride, sodium chloride, and magnesium sulfate based on the constituent mineral components of cement clinker, SiO 2 , Al 2 O, Fe 2 O 3 , CaO , MgO and K2
A soil reinforcement improvement material containing O as an ingredient.
JP60060442A 1985-03-25 1985-03-25 Ground-reinforcing material utilizing factory wastes Granted JPS61218684A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60060442A JPS61218684A (en) 1985-03-25 1985-03-25 Ground-reinforcing material utilizing factory wastes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60060442A JPS61218684A (en) 1985-03-25 1985-03-25 Ground-reinforcing material utilizing factory wastes

Publications (2)

Publication Number Publication Date
JPS61218684A JPS61218684A (en) 1986-09-29
JPH0443953B2 true JPH0443953B2 (en) 1992-07-20

Family

ID=13142387

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60060442A Granted JPS61218684A (en) 1985-03-25 1985-03-25 Ground-reinforcing material utilizing factory wastes

Country Status (1)

Country Link
JP (1) JPS61218684A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100477875B1 (en) * 2000-08-19 2005-03-22 주식회사 신한엔터프라이즈 Paving Composition for Sports Complex Courts Using Inorganic Compounds
JP2006348176A (en) * 2005-06-16 2006-12-28 Daiei Kogyo:Kk Caking material
JP2008150481A (en) * 2006-12-17 2008-07-03 Daiei Kogyo:Kk Solidification material

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5178514A (en) * 1974-12-29 1976-07-08 Motoharu Tamai DOSHITSUNOKYOKAZAIRYO
JPS54150369A (en) * 1978-05-17 1979-11-26 Takenaka Komuten Co Solidification of wastes*solidifier and addition aid
JPS59179690A (en) * 1983-03-31 1984-10-12 Ube Ind Ltd Solidifier for stabilization of soft ground

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5178514A (en) * 1974-12-29 1976-07-08 Motoharu Tamai DOSHITSUNOKYOKAZAIRYO
JPS54150369A (en) * 1978-05-17 1979-11-26 Takenaka Komuten Co Solidification of wastes*solidifier and addition aid
JPS59179690A (en) * 1983-03-31 1984-10-12 Ube Ind Ltd Solidifier for stabilization of soft ground

Also Published As

Publication number Publication date
JPS61218684A (en) 1986-09-29

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