JP3226510B2 - Ground hardening method - Google Patents
Ground hardening methodInfo
- Publication number
- JP3226510B2 JP3226510B2 JP13951199A JP13951199A JP3226510B2 JP 3226510 B2 JP3226510 B2 JP 3226510B2 JP 13951199 A JP13951199 A JP 13951199A JP 13951199 A JP13951199 A JP 13951199A JP 3226510 B2 JP3226510 B2 JP 3226510B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- water glass
- aqueous solution
- sulfuric acid
- sodium
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/24—Compositions 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 alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/14—Hardening accelerators
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00732—Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は地盤硬化法に関す
る。地盤の強化及び止水を図るため、地盤中に薬液を混
合注入して該地盤を硬化させることが行なわれる。本発
明はかかる地盤硬化法の改良に関する。[0001] The present invention relates to a soil hardening method. In order to strengthen the ground and stop water, a chemical solution is mixed and injected into the ground to harden the ground. The present invention relates to an improvement in such a ground hardening method.
【0002】[0002]
【従来の技術】従来、上記のような地盤硬化法として一
般に、地盤中に酸性シリカゾルとアルカリ剤の水溶液と
を混合注入することが行なわれている。この場合の酸性
シリカゾルは水ガラスに通常は硫酸を加えてpH2未満
とした水分散液であり、またアルカリ剤として通常は水
酸化マグネシウムや水酸化カルシウム等のアルカリ土類
金属の水酸化物が使用されている(特公平3−2451
5)。しかし、この従来法には、劇物である硫酸を多量
に使用するため、その取扱いが誠に厄介であり、また結
果として好ましくない硫酸根を地盤中へ多量に持ち込む
ことになるという問題がある。しかもその上、水ガラス
に硫酸を加えてpH2未満とした強酸性のシリカゾル
に、水酸化マグネシウムや水酸化カルシウム等の強アル
カリ剤の水溶液を混合するため、混合後における薬液全
体のpHが振れ易く、地盤中に注入した水ガラスのゲル
化に要する時間(ゲルタイム)が大きく乱れるという問
題がある。2. Description of the Related Art Conventionally, as the above-described ground hardening method, generally, an acidic silica sol and an aqueous solution of an alkali agent are mixed and injected into the ground. The acidic silica sol in this case is a water dispersion in which sulfuric acid is usually added to water glass to make the pH less than 2, and a hydroxide of an alkaline earth metal such as magnesium hydroxide or calcium hydroxide is usually used as an alkali agent. (Tokuhei 3-2451)
5). However, the conventional method has a problem that since a large amount of sulfuric acid, which is a deleterious substance, is used, its handling is extremely troublesome, and as a result, a large amount of undesired sulfate groups is brought into the ground. In addition, since an aqueous solution of a strong alkaline agent such as magnesium hydroxide or calcium hydroxide is mixed with a strongly acidic silica sol having a pH of less than 2 by adding sulfuric acid to water glass, the pH of the entire chemical solution after mixing tends to fluctuate. In addition, there is a problem that the time required for gelling the water glass injected into the ground (gel time) is greatly disturbed.
【0003】水ガラスを用いる地盤硬化法では、地盤中
に注入した水ガラスのゲル化を利用して該地盤を硬化さ
せる。この場合、水ガラスのゲルタイムは、該水ガラス
のSiO2濃度や硬化温度にもよるが、pHにより大き
く影響されることが知られている。水ガラスに硬化剤と
して例えば硫酸を徐々に加え、そのpHを順次下げる
と、該水ガラスは概して、pH6.0〜9.0において
数秒〜数十秒でゲル化する所謂瞬結状態になり、またp
H4.5〜6.0未満において数分〜数十分でゲル化す
る所謂中結状態になり、更にpH3.0〜4.5未満に
おいて数時間〜数十時間でゲル化する所謂長結状態にな
り、そしてpH2未満では安定な酸性シリカゾルにな
る。水ガラスのゲルタイムは、pH6.0〜9.0近辺
の中性領域よりも低いpH領域において、pHとの関係
で対数的に長くなり、pH2未満では安定な酸性シリカ
ゾルになるのである。In the ground hardening method using water glass, the ground is hardened by utilizing the gelation of water glass injected into the ground. In this case, the gel time of the water glass is known to be greatly affected by the pH, though it depends on the SiO 2 concentration and the curing temperature of the water glass. When, for example, sulfuric acid is gradually added as a hardening agent to water glass, and the pH is sequentially lowered, the water glass generally becomes a so-called flashing state in which gelation occurs at pH 6.0 to 9.0 in several seconds to several tens of seconds, Also p
When H is less than 4.5 to 6.0, a so-called sintering state occurs in which gelation occurs in several minutes to several tens of minutes, and when pH is less than 3.0 to 4.5, a so-called sintering state in which gelation occurs in several hours to tens of hours And below pH 2 a stable acidic silica sol. The gel time of water glass becomes logarithmically longer in relation to pH in a pH range lower than the neutral range around pH 6.0 to 9.0, and becomes a stable acidic silica sol at a pH lower than 2.
【0004】前記した従来法のように、地盤中に注入し
た薬液全体のpHが振れると、地盤中に酸性シリカゾル
として注入した水ガラスのゲルタイムが大きく乱れ、地
盤硬化に要する時間が乱れて、硬化作業の前後に予定さ
れている他の作業の進行に支障をきたすのである。When the pH of the whole chemical solution injected into the ground fluctuates as in the above-mentioned conventional method, the gel time of water glass injected as acidic silica sol into the ground is greatly disturbed, and the time required for hardening the ground is disturbed. It interferes with the progress of other work scheduled before and after the work.
【0005】地盤中に注入した薬液全体のpHが振れる
のを改善するため、アルカリ剤と共に調整剤、例えばヘ
キサメタリン酸アルカリ金属塩を用いることも行なわれ
ている(特公平3−24515、特公平4−5607
4)。しかし、この従来法でも、単に強アルカリ剤の水
溶液を用いる前記した従来法に比べれば、pHの振れを
相応に改善できるものの、その改善程度が不充分という
問題があり、また依然として、水ガラスに硫酸を加えて
pH2未満とした強酸性のシリカゾルを用いることによ
る前記した従来法と同様の問題がある。[0005] In order to improve the fluctuation of the pH of the whole chemical solution injected into the ground, an adjusting agent such as an alkali metal hexametaphosphate is also used together with the alkali agent (Japanese Patent Publication No. 3-24515, Japanese Patent Publication No. Hei 4-4). −5607
4). However, even with this conventional method, although the fluctuation of pH can be correspondingly improved as compared with the above-mentioned conventional method using only an aqueous solution of a strong alkaline agent, there is a problem that the degree of the improvement is insufficient, and still water glass has a problem. There is the same problem as the above-mentioned conventional method due to the use of a strongly acidic silica sol having a pH of less than 2 by adding sulfuric acid.
【0006】[0006]
【発明が解決しようとする課題】本発明が解決しようと
する課題は、従来法では、1)水ガラスの酸性シリカゾ
ルを調製するのに劇物である硫酸を多量に使用するた
め、その取扱いが誠に厄介である点、また2)結果とし
て好ましくない硫酸根を地盤中へ多量に持ち込むことに
なる点、更に3)地盤中に注入した薬液全体のpHが振
れ易く、酸性シリカゾルとして注入した水ガラスのゲル
タイムが乱れる点、以上の3点である。The problems to be solved by the present invention are as follows. In the conventional method, 1) a large amount of sulfuric acid, which is a deleterious substance, is used for preparing acidic silica sol of water glass, so that the handling thereof is difficult. It is very troublesome, 2) as a result, a large amount of undesired sulfate is brought into the ground, and 3) the pH of the whole chemical solution injected into the ground is easy to fluctuate, and water glass is injected as an acidic silica sol. Are the points where the gel time is disturbed.
【0007】[0007]
【課題を解決するための手段】上記の課題を解決する本
発明は、地盤中に薬液を混合注入して該地盤を硬化させ
る方法において、薬液として水ガラスの水溶液と硬化剤
の水溶液とを用い、且つ該硬化剤として、無機酸と、ト
リポリリン酸ナトリウム及び/又はテトラポリリン酸ナ
トリウムとを用いることを特徴とする地盤硬化法に係
る。また本発明は、地盤中に薬液を混合注入して該地盤
を硬化させる方法において、薬液として水ガラスの水溶
液と硬化剤の水溶液とを用い、且つ該硬化剤として、無
機酸と、硫酸アルミニウム及び/又はポリ塩化アルミニ
ウムと、トリポリリン酸ナトリウム及び/又はテトラポ
リリン酸ナトリウムとを用いることを特徴とする地盤硬
化法に係る。According to the present invention, there is provided a method of hardening a ground by mixing and injecting a chemical into the ground, wherein an aqueous solution of water glass and an aqueous solution of a hardener are used as the chemical. And a soil hardening method using an inorganic acid and sodium tripolyphosphate and / or sodium tetrapolyphosphate as the hardener. Further, the present invention provides a method for curing a ground by mixing and injecting a chemical solution into the ground, wherein an aqueous solution of water glass and an aqueous solution of a curing agent are used as the chemical solution, and as the curing agent, an inorganic acid, aluminum sulfate and And / or a sodium hardening method characterized by using polyaluminum chloride and sodium tripolyphosphate and / or sodium tetrapolyphosphate.
【0008】本発明では、水ガラスの水溶液(A液)
と、硬化剤の水溶液(B液)とを、地盤中に混合注入す
る。混合注入は、1)双方を注入直前に混合しておいて
から注入する方法(1ショット法)、2)双方を途中混
合しながら注入する方法(1.5ショット法)、3)双
方を注入直後に混合する方法(2ショット法)のいずれ
によってもよい。一般に、上記1)の方法では1本の注
入管を用い、また上記2)の方法では1本のY字注入管
を用い、更に上記3)の方法では2本の注入管或は二重
の注入管を用いる。In the present invention, an aqueous solution of water glass (solution A)
And an aqueous solution (solution B) of a curing agent are mixed and injected into the ground. The mixed injection is 1) a method in which both are mixed immediately before injection and then injection (1 shot method), 2) a method in which both are mixed while being injected halfway (1.5 shot method), 3) both injections Any method of mixing immediately after (two-shot method) may be used. In general, one injection pipe is used in the method 1), one Y-shaped injection pipe is used in the method 2), and two injection pipes or double injection pipes are used in the method 3). Use an injection tube.
【0009】A液としての水ガラスの水溶液の調製に用
いる水ガラスは、市販されている任意の水ガラスを使用
できる。通常はJIS3号の水ガラスを使用するが、N
a2O1モルに対してSiO2を3.6〜4.5モルの割
合で含有するSiO2高モル比の水ガラスも使用でき
る。As the water glass used for preparing the aqueous solution of water glass as the liquid A, any commercially available water glass can be used. Normally, water glass of JIS No. 3 is used.
water glass of SiO 2 high molar ratio containing SiO 2 in a proportion of 3.6 to 4.5 mol with respect to a 2 O1 moles can be used.
【0010】B液としての硬化剤の水溶液の調製に用い
る硬化剤は、1)無機酸と、トリポリリン酸ナトリウム
及び/又はテトラポリリン酸ナトリウムとの組合わせ、
2)無機酸と、硫酸アルミニウム及び/又はポリ塩化ア
ルミニウムと、トリポリリン酸ナトリウム及び/又はテ
トラポリリン酸ナトリウムとの組合わせ、以上の2種の
組合わせである。無機酸としては、塩酸、硝酸、硫酸等
を使用できるが、通常は経済的な硫酸を使用する。かか
る硬化剤の水溶液を調製するに際しては、補助的に他の
調整剤、例えばミョウバンやリン酸水素二ナトリウムの
水和物(Na2HPO4・12H2O)等も併用できる。
硬化剤としてアルミニウム塩を用いる場合には、強固で
耐久性の高いアルミニウムシリケートが形成される。[0010] The curing agent used for preparing the aqueous solution of the curing agent as the liquid B includes: 1) a combination of an inorganic acid and sodium tripolyphosphate and / or sodium tetrapolyphosphate;
2) a combination of an inorganic acid, aluminum sulfate and / or polyaluminum chloride, and sodium tripolyphosphate and / or sodium tetrapolyphosphate; As the inorganic acid, hydrochloric acid, nitric acid, sulfuric acid and the like can be used, but usually, economical sulfuric acid is used. In preparing such an aqueous solution of the curing agent, other adjusting agents such as alum and disodium hydrogen phosphate hydrate (Na 2 HPO 4 .12H 2 O) can be used in combination.
When an aluminum salt is used as a curing agent, a strong and highly durable aluminum silicate is formed.
【0011】本発明では、地盤中に注入する一方の薬液
(A液)として水ガラスの水溶液を調製し、また他方の
薬液(B液)として硬化剤の水溶液を調製して、これら
を所定割合で地盤中に混合注入する。A液とB液の組成
や濃度、更には双方の混合注入割合を調節することによ
って、地盤中に混合注入する薬液全体のpHを任意に制
御でき、したがって地盤中に注入した水ガラスのゲルタ
イムを任意に制御できる。In the present invention, an aqueous solution of water glass is prepared as one chemical solution (solution A) to be injected into the ground, and an aqueous solution of a curing agent is prepared as the other chemical solution (solution B). Mix and inject into the ground with. By adjusting the composition and concentration of Solution A and Solution B, and also the mixing and injection ratio of both, the pH of the whole chemical mixed and injected into the ground can be arbitrarily controlled, and therefore the gel time of the water glass injected into the ground can be reduced. Can be arbitrarily controlled.
【0012】地盤硬化作業の現場では一般に、地盤硬化
作業それ自体を所期の通りに行なって、前後の作業を円
滑に進行させるため、地盤中に注入した水ガラスを中結
させる場合が多い。地盤中に注入した水ガラスを数分〜
数十分でゲル化させる中結では、前記したように、地盤
中に注入する薬液全体のpHを4.5〜6.0未満に調
整する必要がある。この場合、硬化剤として無機酸と共
に用いる他の剤の組成にもよるが、無機酸として通常用
いる硫酸の使用量をできるだけ少なくし、よって地盤中
に持ち込まれることとなる硫酸根の量をできるだけ少な
くするため、硫酸の使用量は、水ガラスの水溶液のpH
を最低でも3.0〜4.5未満に調整する量とするのが
好ましく、6.0〜9.0に調整する量(言い替えれば
水ガラスの水溶液をほぼ中和する量)とするのがより好
ましい。At the site of the ground hardening work, the ground hardening work itself is generally performed as intended, and the water glass injected into the ground is often interlinked in order to smoothly advance the front and rear work. Water glass poured into the ground for several minutes ~
As described above, it is necessary to adjust the pH of the whole drug solution to be injected into the ground to 4.5 to less than 6.0 in the case of gelling with tens of minutes. In this case, although it depends on the composition of other agents used together with the inorganic acid as the curing agent, the amount of sulfuric acid usually used as the inorganic acid is minimized as much as possible, so that the amount of sulfate groups that are brought into the ground is minimized. Therefore, the amount of sulfuric acid used depends on the pH of the aqueous solution of water glass.
Is preferably adjusted to at least 3.0 to less than 4.5, and more preferably adjusted to 6.0 to 9.0 (in other words, to an amount that substantially neutralizes the aqueous solution of water glass). More preferred.
【0013】上記の場合において具体的には、硬化剤と
して、硫酸と、トリポリリン酸ナトリウム及び/又はテ
トラポリリン酸ナトリウムとを用いる場合、水ガラス中
のNa2O1モル当たり、硫酸を0.9〜1.2モルの
割合で用い、またトリポリリン酸ナトリウム及び/又は
テトラポリリン酸ナトリウムを0.004〜0.2モル
の割合で用いる。この場合の硫酸の使用量は、水ガラス
の水溶液のpHを3.0〜4.5未満に調整する量であ
り、またトリポリリン酸ナトリウム及び/又はテトラポ
リリン酸ナトリウムの使用量は、地盤中に注入する薬液
全体のpHを4.5〜6.0未満に調整する量である。In the above case, specifically, when sulfuric acid and sodium tripolyphosphate and / or sodium tetrapolyphosphate are used as the curing agent, the sulfuric acid is added in an amount of 0.9 to 0.9 mol per mol of Na 2 O in the water glass. It is used in a ratio of 1.2 mol, and sodium tripolyphosphate and / or sodium tetrapolyphosphate is used in a ratio of 0.004 to 0.2 mol. The amount of sulfuric acid used in this case is an amount for adjusting the pH of the aqueous solution of water glass to less than 3.0 to less than 4.5, and the amount of sodium tripolyphosphate and / or sodium tetrapolyphosphate used in the ground This is an amount for adjusting the pH of the whole drug solution to be injected to 4.5 to less than 6.0.
【0014】また硬化剤として、硫酸と、硫酸アルミニ
ウム及び/又はポリ塩化アルミニウムと、トリポリリン
酸ナトリウム及び/又はテトラポリリン酸ナトリウムと
を用いる場合、水ガラス中のNa2O1モル当たり、硫
酸を0.7〜1.0モルの割合で用い、また硫酸アルミ
ニウム及び/又はポリ塩化アルミニウムを0.002〜
0.14モルの割合で用い、更にトリポリリン酸ナトリ
ウム及び/又はテトラポリリン酸ナトリウムを0.00
4〜0.2モルの割合で用いる。この場合、ポリ塩化ア
ルミニウムは一般に[Al(OH)1.5Cl1.25(S
O4)0.125]nで示されるので、その使用量はAl(O
H)1.5Cl1.25(SO4)0.125に換算した値である
(ポリ塩化アルミニウムの使用量については以下同
じ)。上記の場合の硫酸の使用量は、水ガラスの水溶液
のpHを6.0〜9.0に調整する量であり、また硫酸
アルミニウム及び/又はポリ塩化アルミニウムの使用量
は、水ガラスの水溶液と硫酸との混合液のpHを3.0
〜4.5未満に調整する量であり、更にトリポリリン酸
ナトリウム及び/又はテトラポリリン酸ナトリウムの使
用量は、地盤中に注入する薬液全体のpHを4.5〜
6.0未満に調整する量である。When sulfuric acid, aluminum sulfate and / or polyaluminum chloride, and sodium tripolyphosphate and / or sodium tetrapolyphosphate are used as the curing agent, sulfuric acid is added in an amount of 0.1 mol per mol of Na 2 O in water glass. Aluminum sulfate and / or polyaluminum chloride are used in an amount of 0.002 to 7 mol.
0.14 mol of sodium tripolyphosphate and / or sodium tetrapolyphosphate is used in an amount of 0.004 mol.
It is used in a ratio of 4 to 0.2 mol. In this case, the polyaluminum chloride is generally [Al (OH) 1.5 Cl 1.25 (S
O 4 ) 0.125 ] n , so that the amount used is Al (O
H) It is a value converted to 1.5 Cl 1.25 (SO 4 ) 0.125 (the same applies to the use amount of polyaluminum chloride). The amount of sulfuric acid used in the above case is an amount for adjusting the pH of the aqueous solution of water glass to 6.0 to 9.0, and the amount of aluminum sulfate and / or polyaluminum chloride used is the same as that of the aqueous solution of water glass. PH of the mixture with sulfuric acid is 3.0
The amount of sodium tripolyphosphate and / or the amount of sodium tetrapolyphosphate used is 4.5 to less than 4.5.
The amount is adjusted to be less than 6.0.
【0015】本発明では、地盤中に注入する薬液とし
て、従来法のように、水ガラスに硫酸を加えてpH2未
満とした強酸性のシリカゾルを使用しないため、無機酸
として硫酸を用いる場合においても、硫酸の使用量を著
しく低減でき、また地盤中に持ち込まれることとなる硫
酸根の量を著しく低減できる。その上、従来法のよう
に、水酸化マグネシウムや水酸化カルシウム等の強アル
カリ剤を使用せず、トリポリリン酸ナトリウム及び/又
はテトラポリリン酸ナトリウム、或は更に硫酸アルミニ
ウム及び/又はポリ塩化アルミニウムを使用するため、
これらのpH緩衝能もあって、資材として用いる水ガラ
スや硫酸に相応のバラツキがあっても、地盤中に注入す
る薬液全体のpHの振れを小さくでき、よって地盤中に
注入した水ガラスのゲルタイムを所期の通りに制御でき
る。In the present invention, a strongly acidic silica sol having a pH of less than 2 by adding sulfuric acid to water glass is not used as a chemical solution to be injected into the ground as in the conventional method. And the amount of sulfuric acid used can be significantly reduced, and the amount of sulfate groups that are brought into the ground can be significantly reduced. Moreover, unlike the conventional method, a strong alkaline agent such as magnesium hydroxide or calcium hydroxide is not used, and sodium tripolyphosphate and / or sodium tetrapolyphosphate, or further, aluminum sulfate and / or polyaluminum chloride is used. To do
Due to these pH buffering capabilities, even if the water glass or sulfuric acid used as a material has a considerable variation, the pH fluctuation of the whole chemical injected into the ground can be reduced, and the gel time of the water glass injected into the ground can be reduced. Can be controlled as expected.
【0016】[0016]
【発明の実施の形態】本発明の実施形態としては、下記
の例が挙げられる。 1)JIS3号の水ガラス100リットルに、水を加え
て、水ガラスの水溶液200リットルを調製する(A
液)。別に、78%硫酸16リットルに、トリポリリン
酸ナトリウム5kgと水とを加えて、硬化剤の水溶液20
0リットルを調製する(B液)。A液とB液とを、等量
割合で地盤中に混合注入する方法。この場合、A液中の
Na2O1モル当たり、B液中の硫酸は1.04モルに
相当し、またトリポリリン酸ナトリウムは0.065モ
ルに相当する。尚、同様の条件下における試験では、薬
液全体のpHは5.2であり、ゲルタイムは3分であ
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention include the following examples. 1) Water is added to 100 liters of JIS No. 3 water glass to prepare 200 liters of an aqueous solution of water glass (A)
liquid). Separately, 5 kg of sodium tripolyphosphate and water are added to 16 liters of 78% sulfuric acid, and an aqueous solution of a curing agent 20
Prepare 0 liter (Solution B). A method in which A liquid and B liquid are mixed and injected into the ground at an equal ratio. In this case, the sulfuric acid in the liquid B corresponds to 1.04 mol and the sodium tripolyphosphate corresponds to 0.065 mol per 1 mol of Na 2 O in the liquid A. In the test under the same conditions, the pH of the whole drug solution was 5.2, and the gel time was 3 minutes.
【0017】2)JIS3号の水ガラス100リットル
に、水を加えて、水ガラスの水溶液200リットルを調
製する(A液)。別に、78%硫酸16リットルに、テ
トラポリリン酸ナトリウム6kgと水とを加えて、硬化剤
の水溶液200リットルを調製する(B液)。A液とB
液とを、等量割合で地盤中に混合注入する方法。この場
合、A液中のNa2O1モル当たり、B液中の硫酸は
1.04モルに相当し、またテトラポリリン酸ナトリウ
ムは0.061モルに相当する。尚、同様の条件下にお
ける試験では、薬液全体のpHは5.3であり、ゲルタ
イムは2分である。2) Water is added to 100 liters of JIS No. 3 water glass to prepare 200 liters of an aqueous solution of water glass (Solution A). Separately, 6 kg of sodium tetrapolyphosphate and water are added to 16 liters of 78% sulfuric acid to prepare 200 liters of an aqueous solution of a curing agent (Solution B). Liquid A and B
A method of mixing and injecting liquid into the ground at an equal ratio. In this case, the sulfuric acid in the liquid B corresponds to 1.04 mol, and the sodium tetrapolyphosphate corresponds to 0.061 mol per mol of Na 2 O in the liquid A. In the test under the same conditions, the pH of the whole drug solution was 5.3, and the gel time was 2 minutes.
【0018】3)Na2O1モルに対してSiO2を3.
8モルの割合で含有するSiO2高モル比の水ガラス1
00リットルに、水を加えて、水ガラスの水溶液200
リットルを調製する(A液)。別に、78%硫酸7リッ
トルに、17%硫酸アルミニウム4kgとトリポリリン酸
ナトリウム0.5kgと水とを加えて、硬化剤の水溶液2
00リットルを調製する(B液)。A液とB液とを、等
量割合で地盤中に混合注入する方法。この場合、A液中
のNa2O1モル当たり、B液中の硫酸は0.8モルに
相当し、また硫酸アルミニウムは0.06モルに相当
し、更にトリポリリン酸ナトリウムは0.01モルに相
当する。尚、同様の条件下における試験では、薬液全体
のpHは5.3であり、ゲルタイムは5分である。3) SiO 2 is added per mole of Na 2 O.
Water glass with high molar ratio of SiO 2 containing 8 moles 1
Water is added to 00 liters, and an aqueous solution of water glass 200
Prepare liter (Solution A). Separately, 4 kg of 17% aluminum sulfate, 0.5 kg of sodium tripolyphosphate and water are added to 7 liters of 78% sulfuric acid, and an aqueous solution of a curing agent 2 is added.
Prepare 00 liter (Solution B). A method in which A liquid and B liquid are mixed and injected into the ground at an equal ratio. In this case, the sulfuric acid in the liquid B corresponds to 0.8 mol, the aluminum sulfate corresponds to 0.06 mol, and the sodium tripolyphosphate corresponds to 0.01 mol per mol of Na 2 O in the liquid A. I do. In the test under the same conditions, the pH of the whole drug solution was 5.3 and the gel time was 5 minutes.
【0019】[0019]
【実施例】試験区分1 実施例1 JIS3号の水ガラス100mlに、水を加えて、水ガラ
スの水溶液200mlを調製した(A液)。別に、78%
硫酸16mlに、トリポリリン酸ナトリウム5gと水とを
加えて、硬化剤の水溶液200mlを調製した(B液)。
A液とB液とを、等量割合で混合した。この場合、A液
中のNa2O1モル当たり、B液中の硫酸は1.04モ
ルに相当し、またトリポリリン酸ナトリウムは0.06
5モルに相当する。混合した薬液全体のpHは5.2で
あり、ゲルタイムは3分であった。EXAMPLES Test Category 1 Example 1 Water was added to 100 ml of JIS No. 3 water glass to prepare 200 ml of an aqueous solution of water glass (Solution A). Separately, 78%
To 16 ml of sulfuric acid, 5 g of sodium tripolyphosphate and water were added to prepare 200 ml of an aqueous solution of a curing agent (Solution B).
The liquid A and the liquid B were mixed at an equal ratio. In this case, the amount of sulfuric acid in the solution B was 1.04 mole, and the amount of sodium tripolyphosphate was 0.06 mole per mole of Na 2 O in the solution A.
This corresponds to 5 moles. The pH of the whole mixed drug solution was 5.2, and the gel time was 3 minutes.
【0020】実施例2 Na2O1モルに対してSiO2を3.8モルの割合で含
有するSiO2高モル比の水ガラス100mlに、水を加
えて、水ガラスの水溶液200mlを調製した(A液)。
別に、78%硫酸7.0mlに、17%硫酸アルミニウム
4gとトリポリリン酸ナトリウム0.5gと水とを加え
て、硬化剤の水溶液200mlを調製した(B液)。A液
とB液とを、等量割合で混合した。この場合、A液中の
Na2O1モル当たり、B液中の硫酸は0.8モルに相
当し、また硫酸アルミニウムは0.06モルに相当し、
トリポリリン酸ナトリウムは0.01モルに相当する。
混合した薬液全体のpHは5.3であり、ゲルタイムは
5分であった。Example 2 Water was added to 100 ml of water glass having a high molar ratio of SiO 2 containing 3.8 mol of SiO 2 to 1 mol of Na 2 O to prepare 200 ml of an aqueous solution of water glass ( A liquid).
Separately, 4 g of 17% aluminum sulfate, 0.5 g of sodium tripolyphosphate and water were added to 7.0 ml of 78% sulfuric acid to prepare 200 ml of an aqueous solution of a curing agent (solution B). The liquid A and the liquid B were mixed at an equal ratio. In this case, the sulfuric acid in the liquid B corresponds to 0.8 mol, and the aluminum sulfate corresponds to 0.06 mol, per 1 mol of Na 2 O in the liquid A.
Sodium tripolyphosphate corresponds to 0.01 mol.
The pH of the whole mixed drug solution was 5.3, and the gel time was 5 minutes.
【0021】試験区分2 Na2O1モルに対してSiO2を3.8モルの割合で含
有するSiO2高モル比の水ガラス100mlに、水を加
えて、水ガラスの水溶液200mlを調製した(A液)。
別に、78%硫酸Xmlに、17%硫酸アルミニウム4g
とトリポリリン酸ナトリウムYgと水とを加えて、硬化
剤の水溶液200mlを調製した(B液)。A液とB液と
を、等量割合で混合した。上記のXとYとを変えて、そ
のときの水ガラスのゲルタイムを求めた。結果を図1に
示した。図1は、横軸にトリポリリン酸ナトリウムの添
加量Y(g)を、また縦軸に水ガラスのゲルタイム
(分)を目盛り、78%硫酸の添加量X(ml)毎に、Y
とゲルタイムとの関係を片対数で示している。図1中、
1は78%硫酸の添加量Xが7.0mlの場合、2は7.
2mlの場合、3は7.4mlの場合、4は7.6mlの場合
である。図1の結果からも明らかなように、本発明によ
ると、地盤中に注入した水ガラスのゲルタイムを確実に
制御できる。Test Category 2 Water was added to 100 ml of water glass having a high molar ratio of SiO 2 containing 3.8 mol of SiO 2 to 1 mol of Na 2 O to prepare 200 ml of an aqueous solution of water glass ( A liquid).
Separately, 4 ml of 17% aluminum sulfate in 78 ml of 78% sulfuric acid
And Yg of sodium tripolyphosphate and water were added to prepare a 200 ml aqueous solution of a curing agent (Solution B). The liquid A and the liquid B were mixed at an equal ratio. The gel time of the water glass at that time was determined by changing the above X and Y. The results are shown in FIG. In FIG. 1, the horizontal axis indicates the amount of addition of sodium tripolyphosphate Y (g), and the vertical axis indicates the gel time (minute) of water glass.
Shows the relationship between the gel time and the gel time. In FIG.
1 is 7.0 ml when the added amount X of 78% sulfuric acid is 7.0 ml, 2 is 7.
For 2 ml, 3 is for 7.4 ml and 4 is for 7.6 ml. As is clear from the results of FIG. 1, according to the present invention, the gel time of the water glass injected into the ground can be reliably controlled.
【0022】[0022]
【発明の効果】既に明らかなように、以上説明した本発
明には、地盤中に注入する薬液として、従来法のよう
に、水ガラスに多量の硫酸を加えてpH2未満とした強
酸性のシリカゾルを使用しないため、無機酸として硫酸
を用いる場合においても、硫酸の使用量を著しく低減で
き、また地盤中に持ち込まれることとなる硫酸根の量を
著しく低減できるという効果がある。その上、従来法の
ように、水酸化マグネシウムや水酸化カルシウム等の強
アルカリ剤を使用せず、トリポリリン酸ナトリウム及び
/又はテトラポリリン酸ナトリウム、或は更に硫酸アル
ミニウム及び/又はポリ塩化アルミニウムを使用するた
め、これらのpH緩衝能もあって、地盤中に注入する薬
液全体のpHの振れを小さくし、よって地盤中に注入し
た水ガラスのゲルタイムを所期の通りに制御できるとい
う効果がある。As is clear from the above description, the present invention described above comprises a strongly acidic silica sol which is prepared by adding a large amount of sulfuric acid to water glass to a pH of less than 2, as in the conventional method, as a chemical solution to be injected into the ground. Since sulfur is not used, even when sulfuric acid is used as the inorganic acid, the amount of sulfuric acid used can be significantly reduced, and the amount of sulfate groups brought into the ground can be significantly reduced. Moreover, unlike the conventional method, a strong alkaline agent such as magnesium hydroxide or calcium hydroxide is not used, and sodium tripolyphosphate and / or sodium tetrapolyphosphate, or further, aluminum sulfate and / or polyaluminum chloride is used. Therefore, due to these pH buffering capabilities, there is an effect that the fluctuation of the pH of the whole chemical injected into the ground is reduced, and the gel time of the water glass injected into the ground can be controlled as expected.
【図1】本発明において、硬化剤の組成に対する水ガラ
スのゲルタイム(分)を片対数で示すグラフ。FIG. 1 is a graph showing the gel time (minute) of water glass with respect to the composition of a curing agent in the present invention in a semilogarithmic scale.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭53−125310(JP,A) 特開 昭59−196388(JP,A) 特開 昭59−140285(JP,A) 特開 昭60−233192(JP,A) 特開 平11−61127(JP,A) 特開 平10−338876(JP,A) 特開 平10−245556(JP,A) 特開 平6−88330(JP,A) 特開 平7−258638(JP,A) (58)調査した分野(Int.Cl.7,DB名) C09K 17/12 C09K 17/08 E02D 3/12 101 C09K 103:00 C09K 107:00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-53-125310 (JP, A) JP-A-59-196388 (JP, A) JP-A-59-140285 (JP, A) JP-A-60-1985 233192 (JP, A) JP-A-11-61127 (JP, A) JP-A-10-338876 (JP, A) JP-A-10-245556 (JP, A) JP-A-6-88330 (JP, A) JP-A-7-258638 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) C09K 17/12 C09K 17/08 E02D 3/12 101 C09K 103: 00 C09K 107: 00
Claims (4)
化させる方法において、薬液として水ガラスの水溶液と
硬化剤の水溶液とを用い、且つ該硬化剤として、無機酸
と、トリポリリン酸ナトリウム及び/又はテトラポリリ
ン酸ナトリウムとを用いることを特徴とする地盤硬化
法。1. A method for hardening a ground by mixing and injecting a chemical solution into the ground, wherein an aqueous solution of water glass and an aqueous solution of a hardener are used as the chemical solution, and an inorganic acid and sodium tripolyphosphate are used as the hardener. And / or using sodium tetrapolyphosphate.
モル当たり、硫酸を0.9〜1.2モルの割合で、また
トリポリリン酸ナトリウム及び/又はテトラポリリン酸
ナトリウムを0.004〜0.2モルの割合で用いる請
求項1記載の地盤硬化法。2. As a hardening agent, Na 2 O 1 in water glass is used.
Per mole, ground curing method of claim 1, wherein a ratio of 0.9 to 1.2 mol, and sodium tripolyphosphate and / or a tetrapolyphosphate sodium used in a proportion of from 0.004 to 0.2 mole of sulfuric acid.
化させる方法において、薬液として水ガラスの水溶液と
硬化剤の水溶液とを用い、且つ該硬化剤として、無機酸
と、硫酸アルミニウム及び/又はポリ塩化アルミニウム
と、トリポリリン酸ナトリウム及び/又はテトラポリリ
ン酸ナトリウムとを用いることを特徴とする地盤硬化
法。3. A method of hardening the ground by mixing and injecting a chemical solution into the ground, wherein an aqueous solution of water glass and an aqueous solution of a hardener are used as the chemical solution, and an inorganic acid, aluminum sulfate and aluminum sulfate are used as the hardener. And / or using sodium polypolychloride and sodium tripolyphosphate and / or sodium tetrapolyphosphate.
モル当たり、硫酸を0.7〜1.0モルの割合で、また
硫酸アルミニウム及び/又はポリ塩化アルミニウムを
{但し、ポリ塩化アルミニウムはAl(OH)1.5Cl
1.25(SO4)0.125に換算して}0.002〜0.14
モルの割合で、更にトリポリリン酸ナトリウム及び/又
はテトラポリリン酸ナトリウムを0.004〜0.2モ
ルの割合で用いる請求項3記載の地盤硬化法。4. A hardening agent comprising Na 2 O 1 in water glass.
Sulfuric acid is used in a ratio of 0.7 to 1.0 mole per mole, and aluminum sulfate and / or polyaluminum chloride is used, provided that polyaluminum chloride is Al (OH) 1.5 Cl
1.25 (SO 4 ) Converted to 0.125 and 0.002 to 0.14
The soil hardening method according to claim 3, wherein sodium tripolyphosphate and / or sodium tetrapolyphosphate is used in a molar ratio of 0.004 to 0.2 mol.
Priority Applications (1)
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JP13951199A JP3226510B2 (en) | 1999-05-20 | 1999-05-20 | Ground hardening method |
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JP13951199A JP3226510B2 (en) | 1999-05-20 | 1999-05-20 | Ground hardening method |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001348572A (en) * | 2000-06-07 | 2001-12-18 | Nagoya Cullet Kk | Method of solidifying ground foundation |
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---|---|---|---|---|
KR101078043B1 (en) * | 2008-11-27 | 2011-10-31 | (주)티피 | Composition for Grouting by Liquid Injection Type and Method of Construction Using Thereof |
JP2013147630A (en) * | 2011-12-19 | 2013-08-01 | Fuji Kagaku Kk | Solidifying material for grouting and grouting method using the same |
JP6051419B2 (en) * | 2012-09-24 | 2016-12-27 | 富士化学株式会社 | Ground injection solidification material in which elution of sulfate ions to the ground is suppressed, and ground injection construction method using the same |
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JPS5911632B2 (en) * | 1977-04-09 | 1984-03-16 | 日東化学工業株式会社 | Soil stabilization method |
JPS59140285A (en) * | 1983-01-31 | 1984-08-11 | Kyokado Eng Co Ltd | Solidification of ground with grout |
JPS59196388A (en) * | 1983-04-22 | 1984-11-07 | Sanshin Kensetsu Kogyo Kk | Pouring of acidic silica sol into ground and grout |
JPS60233192A (en) * | 1984-05-07 | 1985-11-19 | Kyokado Eng Co Ltd | Grouting method |
-
1999
- 1999-05-20 JP JP13951199A patent/JP3226510B2/en not_active Expired - Fee Related
Cited By (2)
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JP2001348572A (en) * | 2000-06-07 | 2001-12-18 | Nagoya Cullet Kk | Method of solidifying ground foundation |
JP4507355B2 (en) * | 2000-06-07 | 2010-07-21 | 名古屋カレット株式会社 | Ground hardening method |
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