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JPH0216351B2 - - Google Patents
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JPH0216351B2 - - Google Patents

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Publication number
JPH0216351B2
JPH0216351B2 JP57162908A JP16290882A JPH0216351B2 JP H0216351 B2 JPH0216351 B2 JP H0216351B2 JP 57162908 A JP57162908 A JP 57162908A JP 16290882 A JP16290882 A JP 16290882A JP H0216351 B2 JPH0216351 B2 JP H0216351B2
Authority
JP
Japan
Prior art keywords
water glass
water
acidic
aqueous solution
solution
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
JP57162908A
Other languages
Japanese (ja)
Other versions
JPS5951976A (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 JP57162908A priority Critical patent/JPS5951976A/en
Publication of JPS5951976A publication Critical patent/JPS5951976A/en
Publication of JPH0216351B2 publication Critical patent/JPH0216351B2/ja
Granted legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)
  • Anti-Oxidant Or Stabilizer Compositions (AREA)
  • 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の固結ないしは
止水用固結薬液として用いられる水ガラス系地盤
注入工法に関し、従来の無機系の水ガラスグラウ
トの欠点を補足するに足る新たな水ガラス系地盤
注入工法である。 本発明においてグラウトとは、水ガラスを主剤
とする地盤固結ないしは止水用固結工法であつて
建築基礎掘削工事現場、地下鉄掘削工事現場等の
軟弱地盤に注入して該地盤を耐水性で強固な地盤
としたり、あるいは止水したりするものである。 従来の工法において適用されてきたアルカリ領
域で行なわれる無機系硬化剤による水ガラスの固
結方法は固結された水ガラスのゲルは離漿水が多
くて固結率、固結強度共に低く不安定であり、か
つ固結後においてもアルカリを溶脱し続ける欠点
があつた。 本発明は硬化剤として水ガラス酸を用いてアル
カリ領域において水ガラスを硬化せしめるにも拘
ず、上記のような欠点を出来得る限り補足するに
足るものであつて、酸性反応剤溶液中に水ガラス
水溶液を加えて、酸性の水ガラス溶液を調整し、
これに水ガラス水溶液を合流して、PHを8.5〜
10.5のアルカリ領域において水ガラスを瞬結的に
固結させることを特徴とするものである。 本発明に係る水ガラスの硬化には次のような優
れた性質を有する。 (1) 無機系硬化剤による従来のアルカリ領域での
固結に比べて離漿水が少く固結率が良好であ
る。従つてアルカリの溶脱が少く、固結強度に
おいてもすぐれている。 (2) 強酸性水ガラス溶液を水ガラス或はアルカリ
剤で中性ないしは弱酸性領域で固結させる方法
に比べて瞬結状態を維持する範囲が広く調製が
容易である。 以下実施例を示して具体的に詳述する。 固結率とは、固結した容積の全容積に対する百
分率を示す。
The present invention relates to a water glass-based ground injection method that is used as a solidifying chemical solution for consolidating soft or leaky ground or for water stopping. It is a construction method. In the present invention, grout is a ground consolidation or water stop consolidation method that uses water glass as a main ingredient, and is injected into soft ground such as construction foundation excavation work sites, subway excavation work sites, etc. to make the ground water resistant. It is used to create a solid foundation or to stop water. The method of consolidating water glass using an inorganic curing agent in the alkaline region, which has been applied in the conventional construction method, has a large amount of syneresis water in the consolidated water glass gel, resulting in low consolidation rate and consolidation strength. It was stable and had the drawback of continuing to leach alkali even after solidification. Although the present invention uses water glass acid as a hardening agent to harden water glass in an alkaline region, it is sufficient to compensate for the above-mentioned drawbacks as much as possible. Add a glass aqueous solution to prepare an acidic water glass solution,
Add water glass solution to this and adjust the pH to 8.5~
It is characterized by instantaneous solidification of water glass in the alkaline region of 10.5. The hardening of water glass according to the present invention has the following excellent properties. (1) Compared to conventional caking in the alkaline region using an inorganic curing agent, there is less syneresis water and the caking rate is good. Therefore, there is little alkali leaching and the solidification strength is also excellent. (2) Compared to the method of solidifying a strongly acidic water glass solution with water glass or an alkaline agent in a neutral or weakly acidic region, the instant solid state can be maintained over a wider range and preparation is easier. The following will be specifically described in detail with reference to examples. The consolidation rate indicates the percentage of the consolidated volume to the total volume.

【表】 表−1に広範囲にわたる酸性水ガラス溶液(A
液)に水ガラス水溶液(B液)を加えた場合のPH
に対するゲル化時間、固結率、ホモゲル一軸圧縮
強度を示す。 ここでA液の酸性水ガラス溶液は硫酸水溶液中
に3号水ガラスを加えて最終的に表に示されるよ
うな配合のものを調製した。 表−1から実施No.4〜10,13,14のA,B合流
液のPHが8.5から10.5ぐらいの範囲までは殆んど
瞬結状態が容易に得られ離漿水も少く、従つて固
結率は良好でホモゲル強度も高く極めて安定した
固結体が得られている。 A,B合流液のPHが酸性に移行するにつれて
(実施No.3〜1,12)ゲル化時間は長びき常に一
定した瞬結状態の固結体は得られない。 実施No.11,15,21のAB合流液が強アルカリ性
(PH>10.6)になると、瞬結状態を得ることは出
来ないのは勿論、固結率、ホモゲル一軸圧縮強度
とも極端に低下する。 酸性水ガラス溶液を調製せずに直接硫酸溶液と
水ガラス水溶液を配合した場合の例を表−2に示
す。
[Table] Table 1 shows a wide range of acidic water glass solutions (A
PH when water glass aqueous solution (B liquid) is added to liquid)
The gelation time, consolidation rate, and homogel unconfined compressive strength are shown. Here, the acidic water glass solution of liquid A was prepared by adding No. 3 water glass to the sulfuric acid aqueous solution to have the final composition shown in the table. From Table-1, when the pH of the combined liquids of A and B in Examples 4 to 10, 13, and 14 is in the range of about 8.5 to 10.5, instantaneous setting is easily obtained and there is little syneresis water. The solidification rate was good, the homogel strength was high, and an extremely stable solidified body was obtained. As the pH of the combined liquids A and B becomes more acidic (Execution Nos. 3 to 1 and 12), the gelation time becomes longer, and a solid in a constant flash solid state cannot be obtained. When the AB confluence of Examples 11, 15, and 21 becomes strongly alkaline (PH > 10.6), it is not only impossible to obtain an instant setting state, but also the setting rate and homogel uniaxial compressive strength are extremely reduced. Table 2 shows an example in which a sulfuric acid solution and a water glass aqueous solution are directly blended without preparing an acidic water glass solution.

【表】 表−2から直接配合した場合は表−1の酸性水
ガラス溶液を調製した場合と比較し、最終的には
同じ配合割合であつても離漿水は多く固結率、一
軸圧縮強度共に甚しく低い。 表−1,表−2から代表的な実験No.の固結体を
選んで固結体の10倍量(容積)の水中に養生し、
日毎に新しく水を交換して交換する直前のPHを経
日的に測定した結果を表−3に示す。
[Table] When directly blending from Table 2, compared to when preparing the acidic water glass solution from Table 1, even if the final blending ratio is the same, syneresis water is higher, consolidation rate, and uniaxial compression. Both strength is extremely low. The solids of representative experiment No. were selected from Table-1 and Table-2, and cured in water of 10 times the amount (volume) of the solids.
Table 3 shows the results of replacing the water every day and measuring the pH immediately before the water replacement over time.

【表】 実験No.18〜23は何れも酸性水ガラス溶液を調製
してこれを水ガラス水溶液で中和したものでNo.
18,19の酸性〜中性領域のものは養生水のPHは速
かに中性に移行している。また、本発明に係る実
験No.20〜22のアルカリ領域のものでも可成り速か
に養生水のPHは中性に移行している。実験No.23の
固結体のPHが11.2にもなると中性への移行が遅
い。実験No.24の酸性水ガラス液を調整せず直接水
ガラスと酸性反応剤を反応させて得られた固結体
はそれ自体のPHは9.8であつても実験No.22の固結
体のPHが10.5のものよりも却つて養生水の中性へ
の移行は極めて緩慢である。このように本発明に
係る固結自体はアルカリ性を呈するにも拘ず水中
では速かに中性領域へ移行することがわかる。 本実施例に使用した水ガラスはモル比3.5のも
のであるが一般のモル比が1〜4の水ガラスにお
いても同じ領向がみられる。また、酸性反応剤と
して硫酸の代りにリン酸等他の鉱酸を使用しても
よい。 以上、本発明によつて従来と同じアルカリ領域
での水ガラスの固結であるにも拘ず、従来工法の
もつ欠点を著しく改善せしめ得た。また酸性水ガ
ラス溶液をアルカリ反応剤で中和して中性から弱
酸性で得られた固結体に対して本発明は常に瞬結
状態で安定した固結体をうる利点が見出された。
[Table] Experiment Nos. 18 to 23 were all prepared by preparing an acidic water glass solution and neutralizing it with a water glass solution.
18 and 19 in the acidic to neutral range, the PH of the curing water quickly shifts to neutral. Moreover, even in the alkaline region of Experiment Nos. 20 to 22 according to the present invention, the PH of the curing water shifted to neutral fairly quickly. When the pH of the solidified material in Experiment No. 23 reached 11.2, the transition to neutrality was slow. The solids obtained by directly reacting the water glass with the acidic reactant without adjusting the acidic water glass solution in Experiment No. 24 had a pH of 9.8, but were similar to those in Experiment No. 22. Contrary to the pH of 10.5, the transition of curing water to neutrality is extremely slow. Thus, it can be seen that although the solidification itself according to the present invention exhibits alkalinity, it quickly shifts to a neutral region in water. Although the water glass used in this example has a molar ratio of 3.5, the same direction can be seen in water glasses with general molar ratios of 1 to 4. Furthermore, other mineral acids such as phosphoric acid may be used instead of sulfuric acid as the acidic reactant. As described above, according to the present invention, although the water glass is consolidated in the same alkaline region as the conventional method, the drawbacks of the conventional method can be significantly improved. Furthermore, it has been found that the present invention has the advantage of always producing stable solids in an instant solid state compared to solids obtained in neutral to weakly acidic conditions by neutralizing an acidic water glass solution with an alkaline reactant. .

Claims (1)

【特許請求の範囲】[Claims] 1 酸性反応剤に水ガラス水溶液を混合し、混合
液のPH値が2以下、水ガラス含有量が20容量%以
上に調整して得られる酸性水ガラス水溶液と、水
ガラス含有量が20容量%以上の水ガラス水溶液と
を合流し、合流液のPH値を8.5〜10.5の範囲に調
整して注入することを特徴とする地盤注入工法。
1 An acidic water glass aqueous solution obtained by mixing an acidic reactant with a water glass aqueous solution and adjusting the mixed solution to have a PH value of 2 or less and a water glass content of 20 volume % or more, and a water glass content of 20 volume %. A ground injection method characterized by combining the above water glass aqueous solution, adjusting the pH value of the combined liquid to a range of 8.5 to 10.5, and injecting it.
JP57162908A 1982-09-17 1982-09-17 Grouting method Granted JPS5951976A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57162908A JPS5951976A (en) 1982-09-17 1982-09-17 Grouting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57162908A JPS5951976A (en) 1982-09-17 1982-09-17 Grouting method

Publications (2)

Publication Number Publication Date
JPS5951976A JPS5951976A (en) 1984-03-26
JPH0216351B2 true JPH0216351B2 (en) 1990-04-16

Family

ID=15763509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57162908A Granted JPS5951976A (en) 1982-09-17 1982-09-17 Grouting method

Country Status (1)

Country Link
JP (1) JPS5951976A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59191793A (en) * 1983-04-14 1984-10-30 Shimoda Gijutsu Kenkyusho:Kk Pouring into ground of grout consisting mainly of silica sol

Also Published As

Publication number Publication date
JPS5951976A (en) 1984-03-26

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