Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0237380B2 - - Google Patents
[go: Go Back, main page]

JPH0237380B2 - - Google Patents

Info

Publication number
JPH0237380B2
JPH0237380B2 JP57234258A JP23425882A JPH0237380B2 JP H0237380 B2 JPH0237380 B2 JP H0237380B2 JP 57234258 A JP57234258 A JP 57234258A JP 23425882 A JP23425882 A JP 23425882A JP H0237380 B2 JPH0237380 B2 JP H0237380B2
Authority
JP
Japan
Prior art keywords
water glass
alkaline
acidic
solution
gelation
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
JP57234258A
Other languages
Japanese (ja)
Other versions
JPS59124986A (en
Inventor
Shunsuke Shimada
Kenji Kashiwabara
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.)
Kyokado Engineering Co Ltd
Original Assignee
Kyokado Engineering 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 Kyokado Engineering Co Ltd filed Critical Kyokado Engineering Co Ltd
Priority to JP23425882A priority Critical patent/JPS59124986A/en
Publication of JPS59124986A publication Critical patent/JPS59124986A/en
Publication of JPH0237380B2 publication Critical patent/JPH0237380B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

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

本発明は軟弱あるいは漏水地盤に固結液を注入
して該地盤を固結あるいは止水(以下単に固結と
いう)する地盤固結法に係り、特に固結液として
非アルカリ性珪酸水溶液を用いた工法に係り、詳
細には、PH値を酸性(5以下)ないしは中性領域
(5〜9付近)の任意の値に定めれば任意のゲル
化時間を呈するような非アルカリ性珪酸水溶液を
用いた工法に関する。 従来、水ガラスを用いた地盤注入工法として、
水ガラスに反応剤を加えるのが用いられていた。 これはアルカリ領域における水ガラスのゲル化
を利用したものである。 しかしながら、この方法では、強度として数Kg
〜10/cm2以上の固結強度を得るためには、水ガラ
ス濃度を濃くしなくてはならず、この結果、注入
液のPHは12〜11付近となり、地下水をアルカリ性
にするという問題が生じる。 さらに未反応水ガラスがゲル中に存在している
ため、長期的に未反応の水ガラスの溶脱がおこ
り、このため、固結体の恒久性が期待出来ず、強
度が経時的に低下するという問題も生じる。 一般に、水ガラス水溶液中に酸性反応剤水溶液
を攪拌しながら徐々に加えていくと、注入工法と
して通常使用する水ガラス濃度では、PHがアルカ
リ性の範囲内でゲル化に至り、更に酸性反応剤水
溶液を加えてPHが7あるいは酸性に至るまで加え
ても、配合液は固結状を呈して流動性は保持しえ
ない。また、水ガラス濃度を非常にうすくすれば
もちろん、ゲル化時間を数十分まで延長しうる
が、この場合は固結砂の強度が大巾に低下して1
Kg/cm2以下になる。 本発明者はすでに酸性反応剤水溶液中に水ガラ
スを添加混合し、混合時に水ガラス中の珪酸分を
塊状に析出させることなく水ガラス中のアルカリ
を除去して非アルカリ性珪酸水溶液を得、この非
アルカリ性珪酸水溶液を酸性ないしは中性領域の
所定のPH値に調製して注入する地盤注入工法を発
明している。 このグラウトは注入地盤の地下水のPH値を変動
せしめないため非常にすぐれているが、ゲル化時
間の調整に当つてはPH値を酸性から中性に移向す
る事によるゲル化時間の短縮をはかるものであ
る。 即ち、第1図に示すようにまず、酸性液に水ガ
ラスを加え、PHが1付近の酸性水ガラスをつく
り、それにアルカリを加えてPH値を増大せしめて
PH値が8付近以上の値にして、ゲル化時間を短縮
して注入するものであつた。 この場合第1図の曲線から明らかなように上に
凸の変曲線(PHが1付近)から下に凸の変曲線
(PHが8付近)までの急激な曲線上で調整しなく
てはならないため、わずかのアルカリの添加量の
ちがいで大巾なゲル化時間のちがいが生ずるとい
う問題点があつた。 即ち、PH値が5〜8の中性値で非常に短いゲル
化時間をうるのはよいのであるが、PH値が酸性領
域の場合やあるいは中性領域でゆるやかなゲル化
時間を得るのは殆んど不可能であつた。 本発明者はこれらの問題を解決するための研究
をすゝめた結果次の点に着目した。 即ち、アルカリ領域において水ガラスに微量添
加しただけでも瞬間的に水ガラス中のシリカ分を
析出するアルカリ金属の中性塩、アルミニウム塩
は非アルカリ性水ガラスのPH領域ではある条件下
においては白濁を生ずる事なく非アルカリ性水ガ
ラス水溶液中に存在しえ、しかも、ゆるやかにゲ
ル化を促進し、かつゲル化強度も増大せしめる効
果がある事を見出し本発明を完成した。 前述の目的を達成するため、本発明によれば、
非アルカリ性水ガラスグラウトを地盤に注入する
地盤注入工法において、前記非アルカリ性水ガラ
スグラウトに対して、次の(イ)および(ロ)を併用して
含有させ、前記非アルカリ性水ガラスグラウトの
ゲル化時間を調整することを特徴とする。 (イ) 水ガラスまたはアルカリ性塩。 (ロ) アルカリ金属の中性塩および/またはアルミ
ニウム塩の0.2〜7重量%。 本発明における金属塩の例として、アルカリ金
属の中性塩としては、NaCl、Na2SO4、KCl、
K2SO4等、アルミニウム塩としてはアルミニウム
の塩化物や硫酸塩等をあげる事が出来る。 これらの塩はアルカリ領域の水ガラスにおい
て、通常水ガラスグラウトに於いて用いる水ガラ
ス配合濃度である20重量%〜60重量%においては
全配合液のほゞ0.2%以上添加すると直ちに白濁
を生じはじめ1%以上では不均質な沈澱を生ずる
ため少なくとも数分間のゲル化時間を有する溶液
状の配合液をうる事は不可能である。 ところが、これらの塩を酸性液に水ガラスを加
えて水ガラス中のアルカリを除去した酸性水ガラ
ス液(非アルカリ性水ガラスグラウト)であつ
て、非アルカリ性の任意のPH領域でゲル化する配
合液中に前記(イ)成分とともに存在せしめた場合、
前記塩の配合量が全配合液中の0.2重量%〜7重
量%の範囲で配合液は何ら白沈を生ずる事なく均
質な溶液状を保持しえ、しかも、ゲル化がゆるや
かに促進し、かつゲル化による強度も大巾に増大
する事が判つた。 上記金属塩は同一の濃度を用いながらアルカリ
領域では直ちに白沈を生じ、非アルカリ領域では
白沈を生じない理由は不明であるが、OHイオン
の存在の有無により水ガラス中の珪酸とこれらの
金属塩の反応が異なつた挙動を呈し、非アルカリ
領域において珪酸とこれらの金属がゆるやかに反
応或は結合するか又は珪酸の重合化をゆるやかに
行なわせしめる事がゲル化をゆるやかに行なわせ
しめたり強固なゲルを形成せしめるのに役立つて
いるものと思われる。 又、本発明者の実験によれば上記金属塩の含有
量が全配合液の0.2重量%よりも少ない場合は効
果がみられず、一方7の重量%よりも大きくなる
と配合液中の珪酸分が直ちに白沈を生ずる事が判
つた。 以下に実験例を示す。 実験−1 硫酸や硫酸塩等の酸を用いて酸性液をつくり、
急速攪拌しながらn=3の水ガラス水溶液を混入
して非アルカリ性珪酸水溶液をつくる。 硫酸(98%)と、水ガラス(原液)の比率と、
非アルカリ性珪酸水溶液のPH値との関係について
の実験例を示すとほゞ以下のようになる。
The present invention relates to a ground consolidation method in which a consolidation liquid is injected into soft or leaking ground to consolidate or stop water (hereinafter simply referred to as consolidation), and in particular, a non-alkaline silicic acid aqueous solution is used as the consolidation liquid. Regarding the construction method, in detail, a non-alkaline silicic acid aqueous solution that can exhibit an arbitrary gelation time if the pH value is set to an arbitrary value in the acidic (5 or less) or neutral range (around 5 to 9) is used. Regarding construction methods. Conventionally, as a ground injection method using water glass,
Adding reactants to water glass was used. This utilizes the gelation of water glass in the alkaline region. However, with this method, the strength is several kg.
In order to obtain a consolidation strength of ~10/cm2 or higher , the water glass concentration must be increased, and as a result, the pH of the injection solution becomes around 12-11, which poses the problem of making the groundwater alkaline. arise. Furthermore, since unreacted water glass exists in the gel, leaching of unreacted water glass occurs over a long period of time, and as a result, the solidity cannot be expected to be permanent and its strength decreases over time. Problems also arise. Generally, when an acidic reactant aqueous solution is gradually added to a water glass aqueous solution while stirring, at the water glass concentration normally used for the injection method, gelation occurs when the pH is within the alkaline range, and the acidic reactant aqueous solution Even if it is added until the pH reaches 7 or acidic, the blended liquid becomes solidified and cannot maintain its fluidity. Of course, if the water glass concentration is made very dilute, the gelation time can be extended to several tens of minutes, but in this case, the strength of the consolidated sand decreases significantly and
Kg/ cm2 or less. The present inventor has already added and mixed water glass into an acidic reactant aqueous solution, removed the alkali in the water glass without causing the silicic acid content in the water glass to precipitate in lumps during mixing, and obtained a non-alkaline silicic acid aqueous solution. We have invented a ground injection method in which a non-alkaline silicic acid aqueous solution is adjusted to a predetermined pH value in the acidic or neutral range and then injected. This grout is very good because it does not change the PH value of the groundwater in the ground where it is injected, but when adjusting the gelation time, it is possible to shorten the gelation time by shifting the PH value from acidic to neutral. It is something to be measured. That is, as shown in Figure 1, first, water glass is added to an acidic liquid to create acidic water glass with a pH of around 1, and then an alkali is added to it to increase the pH value.
The PH value was set to around 8 or higher, and the gelation time was shortened before injection. In this case, as is clear from the curve in Figure 1, adjustment must be made on a sharp curve from an upwardly convex inflection curve (PH around 1) to a downwardly convex inflection curve (PH around 8). Therefore, there was a problem in that a slight difference in the amount of alkali added caused a wide difference in the gelation time. In other words, it is good to obtain a very short gelation time when the pH value is neutral between 5 and 8, but it is better to obtain a slow gelation time when the pH value is in the acidic region or in the neutral region. It was almost impossible. As a result of conducting research to solve these problems, the inventors of the present invention focused on the following points. In other words, neutral salts of alkaline metals and aluminum salts, which instantly precipitate silica in water glass even when added in small amounts to water glass in the alkaline range, cause clouding under certain conditions in the PH range of non-alkaline water glass. The present invention was completed based on the discovery that it can exist in a non-alkaline water glass aqueous solution without any formation, and has the effect of gently promoting gelation and increasing gelation strength. In order to achieve the above object, according to the present invention:
In the ground injection method of injecting non-alkaline water glass grout into the ground, the following (a) and (b) are added to the non-alkaline water glass grout in combination to gel the non-alkaline water glass grout. It is characterized by adjusting the time. (a) Water glass or alkaline salt. (b) 0.2 to 7% by weight of neutral salts of alkali metals and/or aluminum salts. Examples of metal salts in the present invention include neutral salts of alkali metals such as NaCl, Na 2 SO 4 , KCl,
Examples of aluminum salts such as K 2 SO 4 include aluminum chlorides and sulfates. When these salts are added to water glass in the alkaline range at a concentration of 20% to 60% by weight, which is the water glass concentration normally used in waterglass grout, they begin to become cloudy immediately when added in an amount of approximately 0.2% or more of the total solution. If it exceeds 1%, non-homogeneous precipitates will occur, making it impossible to obtain a solution-like formulation having a gelation time of at least several minutes. However, these salts are added to an acidic solution with water glass to remove the alkali in the water glass, resulting in an acidic water glass solution (non-alkaline water glass grout), which is a compounded solution that gels in any non-alkaline pH range. When the component (a) is present in the
When the amount of the salt blended is in the range of 0.2% to 7% by weight of the total blended solution, the blended solution can maintain a homogeneous solution state without any white precipitate, and gelation is gently promoted. It was also found that the strength due to gelation was greatly increased. It is unclear why the above metal salts immediately form a white precipitate in an alkaline region and do not form a white precipitate in a non-alkaline region when using the same concentration, but depending on the presence or absence of OH ions, the silicic acid in water glass and these The reaction of metal salts exhibits different behavior, and silicic acid and these metals react or bond slowly in a non-alkaline region, or polymerization of silicic acid occurs slowly, which causes gelation to occur slowly or strongly. It is thought that this helps form a gel. Furthermore, according to the inventor's experiments, no effect was observed when the content of the metal salt was less than 0.2% by weight of the total blended solution, whereas when it exceeded 7% by weight, the silicic acid content in the blended solution was It was found that a white precipitate immediately formed. An experimental example is shown below. Experiment-1 Make an acidic liquid using acids such as sulfuric acid and sulfate,
A non-alkaline silicic acid aqueous solution is prepared by mixing a water glass aqueous solution of n=3 with rapid stirring. The ratio of sulfuric acid (98%) and water glass (undiluted solution),
An experimental example of the relationship between the PH value of a non-alkaline silicic acid aqueous solution is as follows.

【表】 このようにして、任意のPH値の非アルカリ性珪
酸水溶液をつくることができる。 しかるに、一般には非アルカリ性珪酸水溶液の
ゲル化時間は、PHとよく対応するが、上記のαと
PHの関係から明らかなように、PHを水ガラスと酸
性反応剤の量によつて正確に調整する事は殆んど
不可能で、わずかの量の違いによつて、PHが大幅
に変動し、従つてゲル化時間が大巾にばらつきや
すい。これを解決するために従来は、まず第一過
程で水ガラスと酸性反応剤の計量による配合を主
体として、おゝよそのPH値を定める。一方、第二
過程で水ガラスやアルカリ性塩のようなPH調整剤
を添加しながらPH管理を主体としてゲル化時間を
管理した。 これに対して本発明は上述した塩を添加してゲ
ル化を管理するものである。これによればPH値は
殆んど変動しないため非常に容易にゲル化時間を
コントロールする事が出来る。 上述した方法に従つて、酸性剤として硫酸を用
い、第一過程として水ガラス濃度が40wt%でPH
がほゞ2.5〜3.0の配合液(A液)をつくつておい
てから、第二過程として重炭酸ナトリウムや水ガ
ラスを用いてPH値を微量調整する場合と上述した
塩を用いてゲル化時間をコントロールする場合の
例を示す。又これによつて得られた配合液を用い
て山砂を固結せしめ、1週間後の一軸圧縮強度を
測定した。実験結果を表―1および表―2に示
す。
[Table] In this way, a non-alkaline silicic acid aqueous solution with any pH value can be prepared. However, in general, the gelation time of a non-alkaline silicic acid aqueous solution corresponds well to the pH, but the above α and
As is clear from the relationship between PH, it is almost impossible to accurately adjust the PH by adjusting the amounts of water glass and acidic reactant, and a slight difference in the amounts can cause the PH to fluctuate significantly. , therefore the gelation time tends to vary widely. In order to solve this problem, conventionally, the first step is to determine the approximate PH value by mainly measuring and mixing water glass and acidic reactants. On the other hand, in the second step, the gelation time was controlled mainly by controlling the pH while adding pH regulators such as water glass and alkaline salts. In contrast, in the present invention, gelation is controlled by adding the above-mentioned salt. According to this, the PH value hardly changes, so the gelation time can be controlled very easily. According to the method described above, sulfuric acid was used as the acidic agent, and as the first step, the water glass concentration was 40 wt% and the PH
After preparing a blended solution (solution A) with a pH of approximately 2.5 to 3.0, the second step is to slightly adjust the pH value using sodium bicarbonate or water glass, and to adjust the gelation time using the salt mentioned above. An example of controlling is shown below. Furthermore, the resulting mixed solution was used to solidify mountain sand, and the unconfined compressive strength was measured one week later. The experimental results are shown in Table-1 and Table-2.

【表】【table】

【表】【table】

【表】【table】

Claims (1)

【特許請求の範囲】 1 非アルカリ性水ガラスグラウトを地盤に注入
する地盤注入工法において、前記非アルカリ性水
ガラスグラウトに対して、次の(イ)および(ロ)を併用
して含有させ、前記非アルカリ性水ガラスグラウ
トのゲル化時間を調整することを特徴とする地盤
注入工法。 (イ) 水ガラスまたはアルカリ性塩。 (ロ) アルカリ金属の中性塩および/またはアルミ
ニウム塩の0.2〜7重量%。
[Scope of Claims] 1. In a ground injection method in which non-alkaline water glass grout is injected into the ground, the following (a) and (b) are contained in combination in the non-alkaline water glass grout, and the non-alkaline water glass grout is A ground injection method characterized by adjusting the gelation time of alkaline water glass grout. (a) Water glass or alkaline salt. (b) 0.2 to 7% by weight of neutral salts of alkali metals and/or aluminum salts.
JP23425882A 1982-12-31 1982-12-31 Solidification of ground Granted JPS59124986A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23425882A JPS59124986A (en) 1982-12-31 1982-12-31 Solidification of ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23425882A JPS59124986A (en) 1982-12-31 1982-12-31 Solidification of ground

Publications (2)

Publication Number Publication Date
JPS59124986A JPS59124986A (en) 1984-07-19
JPH0237380B2 true JPH0237380B2 (en) 1990-08-23

Family

ID=16968149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23425882A Granted JPS59124986A (en) 1982-12-31 1982-12-31 Solidification of ground

Country Status (1)

Country Link
JP (1) JPS59124986A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0643582B2 (en) * 1986-06-11 1994-06-08 強化土エンジニヤリング株式会社 Ground injection chemical

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS597750B2 (en) * 1977-05-04 1984-02-20 強化土エンジニヤリング株式会社 Ground injection method

Also Published As

Publication number Publication date
JPS59124986A (en) 1984-07-19

Similar Documents

Publication Publication Date Title
US4904304A (en) Chemical grout for ground injection and method for accretion
JPH0237380B2 (en)
JPS6148559B2 (en)
JP2001003047A (en) Consolidation material for ground injection
JPH0354154B2 (en)
JPS5911632B2 (en) Soil stabilization method
JP2003119465A (en) Ground injection chemicals for liquefaction prevention
JP3205900B2 (en) Grout material for ground injection
JPS6312514B2 (en)
JPH0711624A (en) Ground injection chemical
KR100402456B1 (en) Ground hardening material
JP2808252B2 (en) Ground consolidated material
JPH08269449A (en) Grout for the ground and method for grouting the ground
JPS62290790A (en) Grout for injection into ground
JPH0749578B2 (en) Water glass-cement-based grout
JPH0468356B2 (en)
JPH08134446A (en) Grout for ground and method for grouting ground
JP2987625B1 (en) Ground consolidated material
JPH0649837A (en) Ground injection method
JPH07116438B2 (en) Grout
JPH0362750B2 (en)
JP2017036659A (en) Grouting method inhibiting sulfuric acid ion from being eluted into ground
JPH0216351B2 (en)
JP2547120B2 (en) Ground injection method
JPS6012387B2 (en) soil stabilizer