JP2549949B2 - Ground improvement agent - Google Patents

Ground improvement agent

Info

Publication number
JP2549949B2
JP2549949B2 JP3060495A JP6049591A JP2549949B2 JP 2549949 B2 JP2549949 B2 JP 2549949B2 JP 3060495 A JP3060495 A JP 3060495A JP 6049591 A JP6049591 A JP 6049591A JP 2549949 B2 JP2549949 B2 JP 2549949B2
Authority
JP
Japan
Prior art keywords
calcium oxide
ground improvement
molar ratio
improvement agent
blast furnace
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 - Fee Related
Application number
JP3060495A
Other languages
Japanese (ja)
Other versions
JPH04293995A (en
Inventor
伸行 藤澤
正俊 飯尾
智之 関口
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.)
Raito Kogyo Co Ltd
Original Assignee
Raito 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 Raito Kogyo Co Ltd filed Critical Raito Kogyo Co Ltd
Priority to JP3060495A priority Critical patent/JP2549949B2/en
Publication of JPH04293995A publication Critical patent/JPH04293995A/en
Application granted granted Critical
Publication of JP2549949B2 publication Critical patent/JP2549949B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

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、グラウト注入用な
どの地盤の改良剤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement agent for grouting and the like.

【0002】[0002]

【従来の技術】地盤の改良のためのグラウト注入剤とし
ては、種々のものが従来から用いられてきた。現在の多
くは、水ガラス系またはセメント系のものが大半であ
る。
2. Description of the Related Art Various kinds of grout injection agents for improving the ground have been conventionally used. Most of the present days are mostly water glass or cement.

【0003】我が国のグラウト剤の歴史を振り返ってみ
れば、1960年代に樋口氏が開発した、セメント懸濁液と
希釈水ガラス液とを組み合わせたゲルタイムの短い不安
定水ガラスグラウト(LW)、その後このLWに改良を
加えて、微粒子の高炉コロイドセメントと低モル比の水
ガラス希釈溶液とを組み合わせた、ゲルタイムが十数分
の高強度で恒久性の高い不安定水ガラスグラウト(C−
LW)、さらに高炉水砕スラグとポルトランドセメント
の混合比率を変化させ各モル比の水ガラス希釈溶液とを
組み合わせた比較的にゲルタイムの長いグラウト(M
S)が基礎になっている。
Looking back on the history of grouting agents in Japan, an unstable water glass grout (LW) developed by Mr. Higuchi in the 1960s, which combines cement suspension and diluted water glass liquid, and has a short gel time, In addition to this LW, by combining fine particle blast furnace colloid cement and a low molar ratio water glass diluted solution, unstable water glass grout (C-
LW), and a grout with a relatively long gel time (M) in which the mixing ratio of granulated blast furnace slag and Portland cement was changed and water glass diluted solution of each molar ratio was combined.
S) is the basis.

【0004】現在では、浸透を目的とした場合には、水
ガラスと硬化剤とを組み合わせた溶液型のものが多い。
At present, for the purpose of permeation, there are many solution-type ones in which water glass and a curing agent are combined.

【0005】一方、本出願人は、特公平2−36155
号公報において、いわゆる活性化された水ガラスを使用
することにより、強度の高い固結体を得ることができる
ことを開示した。
On the other hand, the applicant of the present invention has filed Japanese Patent Publication No.
In the gazette, it was disclosed that a solid body having high strength can be obtained by using so-called activated water glass.

【0006】他方、高炉水砕スラグなどのカルシウムを
含む化合物に対してアルカリを添加すると、加水分解が
生じて高炉水砕スラグの潜在水硬性が発現することも知
られている。
[0006] On the other hand, it is also known that when an alkali is added to a compound containing calcium such as granulated blast furnace slag, hydrolysis occurs and latent hydraulic properties of granulated blast furnace slag are developed.

【0007】[0007]

【発明が解決しようとする課題】前述のように、酸化カ
ルシウム含有物に対してケイ酸塩溶液とを反応させるこ
とは、公知であるものの、この種のグラウトは、ゲルタ
イムが比較的短く、かつ必ずしも浸透性が高くない。
As described above, although it is known to react a calcium oxide-containing substance with a silicate solution, this type of grout has a relatively short gel time, and Not necessarily highly penetrable.

【0008】前記公報に示す活性化水ガラスを高炉水砕
スラグ微粉末に対するアルカリ刺激剤として用いた場
合、SiO2/Na2O のモル比(以下、単にモル比ともいう)
が高いと、浸透性が充分でない。また、地下水中に電解
質分を多く含む場合において、特に浸透性が悪い。改良
剤の浸透性を左右する一因子として、活性液の添加量が
あり、後述の実施例に示されるように、活性液の添加量
を減らすことによって浸透性を良くすることもできる
が、強度は低下してしまう。
When the activated water glass described in the above publication is used as an alkali stimulant for ground granulated blast furnace slag, the molar ratio of SiO 2 / Na 2 O (hereinafter, also simply referred to as molar ratio)
If it is high, the permeability is not sufficient. Further, when the groundwater contains a large amount of electrolyte, the permeability is particularly poor. Improvement
One of the factors that affects the permeability of the agent is the amount of active liquid added.
Yes, as shown in the examples below, the amount of active liquid added
Permeability can also be improved by reducing
However, the strength is reduced.

【0009】したがって、本発明の課題は、高炉水砕ス
ラグなどのカルシウム含有物の優れた水硬性を利用する
とともに、充分な強度を発現させつつ、モル比が高いも
のに比較して浸透性を改良させることにある。
Therefore, an object of the present invention is to utilize the excellent hydraulic properties of calcium-containing materials such as granulated blast furnace slag, while exhibiting sufficient strength, while having a high molar ratio.
It is to improve the permeability as compared with.

【0010】[0010]

【課題を解決するための手段】上記課題は、酸化カルシ
ウムの含有量が20〜50重量%であり、内部構造の5
0%以上がガラス質であり、ブレーン値が5000cm2 /g以
上の酸化カルシウム含有微粉末を懸濁して得た、濃度10
0 〜500 kg/m 3の酸化カルシウム微粉末含有懸濁液に対
して、シリカまたはケイ酸アルカリ水酸化ナトリウム
とを反応させて、1〜14日放置熟成させたもので、か
つSiO2/Na2O のモル比が1.45以下の活性液を、前記酸化
カルシウム含有懸濁液100 kg当たり10〜100 リットル含
有させたものを主剤とすることで解決できる。
[Means for Solving the Problems] The above problem is that the content of calcium oxide is 20 to 50% by weight,
0% or more is glassy, and the Blaine value was obtained by suspending calcium oxide-containing fine powder having a Blaine value of 5000 cm 2 / g or more , concentration 10
0-500 relative kg / m 3 of suspension containing calcium oxide fine powder Nigoeki, by reacting with silica or alkali silicate and sodium hydroxide, as hereinbefore 1-14 days allowed to stand aging, and SiO 2 / The problem can be solved by using an active liquid having a Na 2 O molar ratio of 1.45 or less in an amount of 10 to 100 liters per 100 kg of the calcium oxide-containing suspension as a main ingredient.

【0011】この場合、さらに、炭酸ナトリウム、重炭
酸ナトリウム、リン酸ナトリウムの群から選ばれた一種
または二種以上のゲル化遅延剤を添加することができ
る。
In this case, one or more gelling retarders selected from the group consisting of sodium carbonate, sodium bicarbonate and sodium phosphate can be further added.

【0012】また、前記酸化カルシウム含有懸濁液の分
散用媒体として海岸近くの地下水を用いることができ
る。
Further, groundwater near the coast can be used as a medium for dispersing the calcium oxide-containing suspension.

【0013】[0013]

【作用】本発明にしたがって、酸化カルシウム含有物、
例えば高炉水砕スラグの微粉末に対して、活性液を添加
すると、そのナトリウムにより潜在水硬性が発現する。
According to the present invention, a calcium oxide-containing substance,
For example, when an active liquid is added to a fine powder of granulated blast furnace slag, latent hydraulicity is developed by its sodium.

【0014】この場合、高炉水砕スラグのガラス化率が
低い場合であっても、単に活性化されていない水ガラス
または他のアルカリの場合と異なり、前記活性液を用い
ると、高炉水砕スラグからCa2+の引き出しが可能であ
り、凝結により硬化させることができる。このとき、水
として電解質分を多く含む水、たとえば海岸近くの地下
水を用いると、塩析ケイ酸核が、土粒子間隙中に生成し
た高炉水砕スラグ硬化物粒子の周りに、間隙を埋めるよ
うに沈析し、止水性を高めるとともに、高炉水砕スラグ
の潜在水硬性を刺激して固結体の強度を高める。
In this case, even when the vitrification ratio of the granulated blast furnace slag is low, unlike the case of simply unactivated water glass or other alkali, the use of the above-mentioned activated liquid makes it possible to use the granulated blast furnace slag. Ca 2+ can be withdrawn from and can be hardened by condensation. At this time, if water containing a large amount of electrolyte, such as groundwater near the coast, is used as the water, the salted-out silicate nuclei fill the voids around the granulated blast furnace granulated slag particles formed in the voids of the soil particles. It enhances water stopping property and stimulates latent hydraulicity of granulated blast furnace slag to increase the strength of the solidified body.

【0015】特に本発明においては、SiO2/Na2O のモル
比が1.45以下と著しく小さいものを使用しているので、
モル比が高いものに比較して、充分な強度の発現を維持
しつつ浸透性が良好となる。
In particular, in the present invention, since the SiO 2 / Na 2 O molar ratio is remarkably small at 1.45 or less,
Maintains sufficient strength development compared to high molar ratio
While having good permeability.

【0016】[0016]

【実施例】以下本発明を具体的にさらに詳述する。The present invention will be described in more detail below.

【0017】本発明では、酸化カルシウムの含有量が2
0〜50重量%であり、内部構造の50%以上、好まし
くは90%以上がガラス質であり、ブレーン値が5000cm
2/g以上の微粉末を用いる。この代表例としては、高炉
水砕スラグの微粉末を挙げることができる、他の冶金ス
ラグも用いることができる。
In the present invention, the content of calcium oxide is 2
0 to 50% by weight, 50% or more, preferably 90% or more of the internal structure is glassy, and the Blaine value is 5000 cm.
Use fine powder of 2 / g or more. As a typical example, fine powder of granulated blast furnace slag can be mentioned, and other metallurgical slag can also be used.

【0018】酸化カルシウムの含有量は、より好ましく
は25〜35重量%である。ブレーン値としては、浸透
性の点でより好ましくは8000〜16000 cm2/g である。粗
大な粒子の場合、地盤中に対する浸透性が悪い。ブレー
ン値がより高くとも、浸透性の向上はさほど期待でき
ず、また粉砕に要するコストの増大を招く。
The content of calcium oxide is more preferably 25 to 35% by weight. The Blaine value is more preferably 8000 to 16000 cm 2 / g in terms of permeability. Coarse particles have poor permeability to the ground. Even if the Blaine value is higher, improvement in permeability cannot be expected so much, and the cost required for pulverization increases.

【0019】この種のスラグに対して、シリカまたはケ
イ酸アルカリに水酸化ナトリウムとを反応させて、1〜
14日放置熟成させたもので、かつSiO2/Na2O のモル比
が1.45以下、より好適には1.30以下の活性液が添加され
る。前記公報記載の技術におけるモル比は、1.5〜
2.5であり大きい。モル比が高いと、後述の実施例で
示すように、浸透性などの点で劣る。このモル比の点を
除いて、活性液の特性などの具体的説明は、前記公報な
どにより公知であるので、ここに引用して詳述はしな
い。
For this type of slag, silica or alkali silicate is reacted with sodium hydroxide to give 1 to
After aging for 14 days, an active solution having a SiO 2 / Na 2 O molar ratio of 1.45 or less, more preferably 1.30 or less, is added. The molar ratio in the technique described in the above publication is 1.5 to
It is 2.5, which is large. When the molar ratio is high, the permeability and the like are poor, as will be shown in Examples described later. Except for this molar ratio, a detailed description of the characteristics of the active liquid and the like is known from the above-mentioned publications and the like, and will not be described in detail here.

【0020】本発明に係る改良剤の配合量としては、酸
化カルシウム含有微粉末を懸濁して得た、濃度100 〜50
0 kg/m 3の酸化カルシウム微粉末含有懸濁液に対して、
活性液が酸化カルシウム含有懸濁液100 kg当たり10〜10
0 リットルの割合で添加される。
The blending amount of the improving agent according to the present invention is 100 to 50, which is obtained by suspending fine powder containing calcium oxide.
For a suspension containing 0 kg / m 3 of calcium oxide fine powder,
The active solution is 10 to 10 per 100 kg of suspension containing calcium oxide.
It is added at a rate of 0 liter.

【0021】さらに、炭酸ナトリウム、重炭酸ナトリウ
ム、リン酸ナトリウムの群から選ばれた一種または二種
以上のゲル化遅延剤を添加することができる。このゲル
化遅延剤の添加量としては、0.2 〜10kg/m3 とすること
ができる。
Further, one or more gelling retarders selected from the group consisting of sodium carbonate, sodium bicarbonate and sodium phosphate can be added. The amount of the gelation retarder added may be 0.2 to 10 kg / m 3 .

【0022】本発明係る地盤改良剤は、通常、各材料
を予め調合し一液で対象地盤施す、たとえば注入管を
介して地盤中に注入することを基本とするが、微粉末の
懸濁液と活性液とを別に注入管に送給し、注入管内でま
たは地盤中で合流混合させることができる。この場合、
ゲル化遅延剤一方の液に添加することができる。さら
に、本発明に係る地盤改良剤は、グラウト注入の場合の
ほか、攪拌混合工法などの他の工法にも用いることがで
きる。
The ground improvement agent according to the present invention is usually prepared by mixing each material in advance and applying it to the target ground with one liquid, for example, injecting it into the ground through an injection pipe. The suspension liquid and the active liquid can be separately fed to the injection pipe, and can be mixed together in the injection pipe or in the ground. in this case,
A gel retarder can be added to one solution. Furthermore, the ground improvement agent according to the present invention can be used not only for grout injection but also for other methods such as a stirring and mixing method.

【0023】〔実施例〕 以下に実施例を示し本発明の効果を明らかにする。[Examples] [0023] The effects of the present invention will be clarified by showing examples below.

【0024】(実施例1) 高炉水砕スラグの微粉末(ブレーン値10000cm2/g)の
200kg/m 3の懸濁液に対して、モル比の異なる活性液
を種々の量をもって添加し、ゲルタイム、浸透性を調べ
た。浸透実験においては、注入管により豊浦標準砂を充
填した(充填密度1.63g /cm3 )モールドに対して、注
入圧力0.1kg /cm2 で一液注入を行った。結果を表1に
示す。併せて、同モールドに対して、二次元注入を行
い、28日後の強度(qu 28)および透水係数(K28
を調べた結果も同表に示した。
(Example 1) A fine powder of granulated blast furnace slag (Blaine value: 10000 cm 2 / g) ,
To the 200 kg / m 3 suspension, active liquids having different molar ratios were added in various amounts, and gel time and permeability were examined. In the permeation experiment, one-liquid injection was performed at an injection pressure of 0.1 kg / cm 2 into a mold filled with Toyoura standard sand through an injection pipe (filling density 1.63 g / cm 3 ). The results are shown in Table 1. At the same time, two-dimensional injection was performed on the same mold, and the strength (q u 28 ) and hydraulic conductivity (K 28 ) after 28 days were injected.
The results of the examination are also shown in the same table.

【0025】[0025]

【表1】 [Table 1]

【0026】また、活性液のモル比と浸透距離との相関
を、図2に示した。
The correlation between the molar ratio of the active solution and the permeation distance is shown in FIG.

【0027】これらの結果から、活性液のモル比が低
く、添加量が少ないほど、浸透性が高まり、一方、強度
は逆に低下することが判明した。
[0027] From these results, less active liquid molar ratio, the more the addition amount is small, permeability Ri heightened, whereas the intensity
Was found to decrease on the contrary.

【0028】(実施例2) 活性液のモル比を1.0 として、高炉水砕スラグ量を変化
させた結果を表2に示す、高炉水砕スラグ量は浸透性に
ほとんど影響しないことが判る。併せて、高炉水砕スラ
グのブレーン値を変化させた結果も、表2に示す。ブレ
ーン値が大きいほど、浸透性が良好である。
Example 2 The results of changing the granulated blast furnace slag amount with the molar ratio of the active liquid being 1.0 are shown in Table 2. It can be seen that the granulated blast furnace slag amount hardly affects the permeability. Table 2 also shows the results of changing the Blaine value of the granulated blast furnace slag. The larger the Blaine value, the better the permeability.

【0029】[0029]

【表2】 [Table 2]

【0030】(実施例3) 高炉水砕スラグ200kg/m3 懸濁液、モル比1.3 の活
性液400リットル/m3に対して、ゲルタイム遅延剤と
して、リン酸ナトリウムを0.5kg 添加したところ、図1
に示すように、ゲル化時間が確実に変化した。他に炭酸
ナトリウムまたは重炭酸ナトリウムを同量添加した場合
も、同様であった。
Example 3 A suspension of 200 kg / m 3 of granulated blast furnace slag and 400 liters / m 3 of an active solution having a molar ratio of 1.3 was added with 0.5 kg of sodium phosphate as a gel time retarder. , Figure 1
As shown in, the gelation time was definitely changed. The same was true when the same amount of sodium carbonate or sodium bicarbonate was added.

【0031】[0031]

【発明の効果】以上の通り、本発明によれば、高炉水砕
スラグなどのカルシウム含有物の優れた水硬性を利用す
るとともに、充分な強度を発現させつつ、モル比が高い
ものに 比較して浸透性を改良させることができる。
As described above, according to the present invention, the excellent hydraulic properties of calcium-containing materials such as granulated blast furnace slag are utilized, while sufficient strength is exhibited, and the molar ratio is high.
It can be improved permeability compared to that.

【図面の簡単な説明】[Brief description of drawings]

【図1】ゲル化遅延剤添加した場合の強度変化グラフ
である。
FIG. 1 is a strength change graph when a gelation retarder is added.

【図2】活性液のモル比と浸透距離との相関図である。FIG. 2 is a correlation diagram between the molar ratio of the active liquid and the permeation distance.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】酸化カルシウムの含有量が20〜50重量
%であり、内部構造の50%以上がガラス質であり、ブ
レーン値が5000cm2 /g以上の酸化カルシウム含有微粉末
を懸濁して得た、濃度100 〜500 kg/m 3の酸化カルシウ
ム微粉末含有懸濁液に対して、 シリカまたはケイ酸アルカリ水酸化ナトリウムとを反
応させて、1〜14日放置熟成させたもので、かつSiO2
/Na2O のモル比が1.45以下の活性液を、 前記酸化カルシウム含有懸濁液100 kg当たり10〜100 リ
ットル含有させたものを主剤とすることを特徴とする地
盤改良剤。
1. A calcium oxide-containing fine powder having a calcium oxide content of 20 to 50% by weight, 50% or more of the internal structure being vitreous, and a Blaine value of 5000 cm 2 / g or more.
The obtained suspension, with respect to the calcium oxide powder containing suspension concentration 100 ~500 kg / m 3, a silica or silicate alkaline with sodium hydroxide by reacting 1 to 14 days allowed to stand aging And also SiO 2
A ground improvement agent, characterized in that an active liquid having a molar ratio of / Na 2 O of 1.45 or less is contained in an amount of 10 to 100 liters per 100 kg of the calcium oxide-containing suspension as a main agent.
【請求項2】さらに、炭酸ナトリウム、重炭酸ナトリウ
ム、リン酸ナトリウムの群から選ばれた一種または二種
以上のゲル化遅延剤が添加されている請求項1記載の地
盤改良剤。
2. The ground improvement agent according to claim 1, further comprising one or more gelation retarders selected from the group consisting of sodium carbonate, sodium bicarbonate and sodium phosphate.
【請求項3】前記酸化カルシウム含有懸濁液の分散用媒
体として海岸近くの地下水を用いる請求項1記載の地盤
改良剤。
3. The ground improvement agent according to claim 1, wherein groundwater near the coast is used as a medium for dispersing the calcium oxide-containing suspension.
JP3060495A 1991-03-25 1991-03-25 Ground improvement agent Expired - Fee Related JP2549949B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3060495A JP2549949B2 (en) 1991-03-25 1991-03-25 Ground improvement agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3060495A JP2549949B2 (en) 1991-03-25 1991-03-25 Ground improvement agent

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP8022294A Division JP2860753B2 (en) 1994-04-19 1994-04-19 Ground improvement method

Publications (2)

Publication Number Publication Date
JPH04293995A JPH04293995A (en) 1992-10-19
JP2549949B2 true JP2549949B2 (en) 1996-10-30

Family

ID=13143936

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3060495A Expired - Fee Related JP2549949B2 (en) 1991-03-25 1991-03-25 Ground improvement agent

Country Status (1)

Country Link
JP (1) JP2549949B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2705338B1 (en) * 1993-05-21 1995-08-18 Rhone Poulenc Chimie Liquid grout for consolidation or sealing of floors.
FR2705337A1 (en) * 1993-05-21 1994-11-25 Rhone Poulenc Chimie Mineral grout for consolidation or sealing of soil.
FR2800089B1 (en) * 1999-10-26 2004-02-13 Rech S Geol Et Minieres Brgm B METHOD FOR STABILIZING A SOIL BY ADDING A BINDER
JP2007314724A (en) * 2006-05-29 2007-12-06 Raito Kogyo Co Ltd Material for soil improvement

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5686984A (en) * 1979-12-17 1981-07-15 Nitto Chem Ind Co Ltd Stabilization of soil
JPS5930751A (en) * 1982-08-14 1984-02-18 電気化学工業株式会社 High acid-resistance heat-resistance binder
JPS60124685A (en) * 1983-12-09 1985-07-03 Raito Kogyo Kk Preparation of soil conditioner
JPS6377989A (en) * 1986-09-22 1988-04-08 Raito Kogyo Kk Improver for ground, structure, or the like and method for improvement using the same
FR2629495B1 (en) * 1988-04-01 1993-04-30 Soletanche INJECTION PRODUCT FOR SEALING AND / OR CONSOLIDATION FOR FLOORS AND CONSTRUCTION MATERIALS AND METHOD FOR ITS IMPLEMENTATION
JP2801272B2 (en) * 1989-07-24 1998-09-21 株式会社トクヤマ Work stabilization method

Also Published As

Publication number Publication date
JPH04293995A (en) 1992-10-19

Similar Documents

Publication Publication Date Title
JP2549949B2 (en) Ground improvement agent
JPH09118557A (en) Back-filling material
JPH1161125A (en) Grouting material
JP2959706B2 (en) Ground improvement agent
JP3345680B2 (en) Backfill injection material
JP3205900B2 (en) Grout material for ground injection
JP2860753B2 (en) Ground improvement method
JP5196990B2 (en) Chemical solution for soil stabilization
JPH0598257A (en) Chemical for grouting soil
JP2860716B2 (en) Grout injection
JP2884395B2 (en) Ground consolidated material
JP2808252B2 (en) Ground consolidated material
JP3396789B2 (en) Ground injection material
JP3166960B2 (en) Ground injection method
JPH05280032A (en) Civil-engineering material
JP2001098271A (en) Ground solidification material
JPH05140558A (en) Grout for porous substance such as microsand
JP2981859B2 (en) Suspended ground injection chemicals
JP2904626B2 (en) Ground improvement agent
JP2860718B2 (en) Ground improvement agent
JPH09165576A (en) Slag-based high-strength grouting agent
JP2525330B2 (en) Ground injection chemical
JPH0570776A (en) Grout for ground and method of grouting by using it
JPH09165574A (en) High-strength grouting agent composed mainly of slag
JPH0586370A (en) Grout for ground and grouting work

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080808

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090808

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100808

Year of fee payment: 14

LAPS Cancellation because of no payment of annual fees