JPH0436383A - Grout for ground - Google Patents
Grout for groundInfo
- Publication number
- JPH0436383A JPH0436383A JP14154790A JP14154790A JPH0436383A JP H0436383 A JPH0436383 A JP H0436383A JP 14154790 A JP14154790 A JP 14154790A JP 14154790 A JP14154790 A JP 14154790A JP H0436383 A JPH0436383 A JP H0436383A
- Authority
- JP
- Japan
- Prior art keywords
- water glass
- calcium carbonate
- strength
- polyvalent metal
- molar ratio
- 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.)
- Granted
Links
Landscapes
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は水ガラス液を微粒子懸濁状の硬化剤(反応剤)
により長時間を要して硬化せしめ、優れた浸透性と固結
強度を発揮する地盤注入用薬液の開発に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention uses a water glass liquid as a curing agent (reactant) in the form of fine particle suspension.
The present invention relates to the development of a chemical solution for ground injection that takes a long time to harden and exhibits excellent permeability and consolidation strength.
セメントを使用しない無機系の懸濁型水ガラスグラウト
として古くから水ガラスと反応剤として、難溶性の消石
灰、生石灰、炭酸カルシウム、ドロマイト等の石灰類を
用いるグラウトがある。このうち消石灰が極めて反応性
が優れているが、消石灰の粒子径は10〜40μ程度で
あるため浸透性に劣る欠点があり、粉砕して微粒子にす
るには限度があり、また経済的に高価となる。炭酸カル
シウムは消石灰よりも一般に粒子は細かいが、やはり限
度があり、水ガラスとの反応性は悪い。石灰類(マグネ
シウム類を含む)以外の難溶性多価金属化合物は一般に
水ガラス液とは反応せず、水ガラスの硬化剤として使用
されているものはほとんど見当たらない。As an inorganic suspended water glass grout that does not use cement, there has been a grout that uses water glass and limes such as poorly soluble slaked lime, quicklime, calcium carbonate, and dolomite as a reactant for a long time. Among these, slaked lime has extremely high reactivity, but since the particle size of slaked lime is about 10 to 40μ, it has the disadvantage of poor permeability, there is a limit to how much it can be crushed into fine particles, and it is economically expensive. becomes. Calcium carbonate generally has finer particles than slaked lime, but it still has its limits and is less reactive with water glass. Slightly soluble polyvalent metal compounds other than lime (including magnesium) generally do not react with water glass liquid, and are rarely found to be used as hardening agents for water glass.
本発明の目的は極めて微粒の多価金属の水酸化物を水ガ
ラスの硬化剤として使用するために、難溶性の多価金属
化合物と苛性アルカリ (苛性ソーダまたは苛性カリ)
を反応せしめて粒径の小さな水酸化物のコロイドを形成
せしめて、水ガラスのモル比の如何にかかわらず広範囲
の水ガラス液をゲル化に至らしめ、浸透性・固結性に優
れた地盤注入用薬液を提供することにある。The purpose of the present invention is to use extremely fine particles of polyvalent metal hydroxide as a hardening agent for water glass.
by reacting to form a colloid of hydroxide with small particle size, it gels a wide range of water glass liquids regardless of the molar ratio of water glass, creating a ground with excellent permeability and consolidation properties. The purpose of the present invention is to provide medical solutions for injection.
前述の目的を達成するため、本発明によれば苛性アルカ
リ剤と難溶性多価金属化合物との反応生成物からなる水
酸化物のコロイド状懸濁液を水ガラス液に反応せしめる
ことにより、モル比の如何にかかわらず広範囲の水ガラ
ス液を長時間を要してゲル化に至らしめて浸透性に優れ
、かつ固結性にも優れたグラウトを得ることができた。In order to achieve the above object, according to the present invention, a colloidal suspension of hydroxide consisting of a reaction product of a caustic agent and a poorly soluble polyvalent metal compound is reacted with a water glass liquid, thereby increasing Regardless of the ratio, we were able to gel a wide range of water glass solutions over a long period of time to obtain grout with excellent permeability and solidification properties.
苛性アルカリとして苛性ソーダおよび苛性カリが挙げら
れ、水ガラスは各種モル比の水ガラスが使用できる。Examples of the caustic alkali include caustic soda and caustic potash, and water glass having various molar ratios can be used.
難溶性多価金属化合物として重質の炭酸カルシウム、酸
化第二鉄、酸化アルミニウム消石灰、粒子の細かい軽質
の炭酸カルシウム、同族の炭酸マグネシウム、その他石
膏、生石灰、マグネシア、水酸化マグネシウム、四三酸
化鉄等が挙げられる。Hardly soluble polyvalent metal compounds include heavy calcium carbonate, ferric oxide, aluminum oxide slaked lime, fine-grained light calcium carbonate, homologous magnesium carbonate, and other gypsum, quicklime, magnesia, magnesium hydroxide, and triiron tetroxide. etc.
難溶性の多価金属化合物と苛性アルカリは徐々に反応し
て水溶液中で多価金属の水酸化物を生成し、この水酸化
物は微粒子状でコロイド状を呈している。A poorly soluble polyvalent metal compound and a caustic alkali gradually react to produce a polyvalent metal hydroxide in an aqueous solution, and this hydroxide is in the form of fine particles and a colloid.
難溶性の多価金属化合物として多価金属の水酸化物を用
いると、多価金属水酸化物は苛性アルカリによって沈降
状からコロイド状へと変化し、見掛は上細かい粒子と同
じような挙動をとるようになる。When a polyvalent metal hydroxide is used as a poorly soluble polyvalent metal compound, the polyvalent metal hydroxide changes from a precipitate state to a colloid state due to caustic alkali, and appears to behave in the same way as fine particles. You will begin to take .
このため上記水酸化物は何れも従来の懸濁型グラウトに
比べると一段と浸透性に優れるものと思われる。For this reason, all of the above hydroxides are thought to have better permeability than conventional suspension grouts.
また生成するこれらの水酸化物は、モル比の如何にかか
わらず広範囲の水ガラスをゲル化せしめることができる
。Furthermore, these hydroxides produced can gel a wide range of water glasses regardless of their molar ratio.
以下本発明を実施例によって詳述する。 The present invention will be explained in detail below with reference to Examples.
〔1〕使用材料
(1)水ガラス
モル比の異なる表−1に示す組成の水ガラスを使用
表−1
(2)苛性アルカリ剤
水酸化ナトリウム(苛性ソーダ)試薬−級を使用
(3)難溶性多価金属化合物
難溶性多価金属化合物として次の4種のものを使用
l)炭酸カルシウム
工業用重質炭酸カルシウム
1i)lI化化第銑
鉄業用ベンガラ
1ii)!!化アルミニウム
工業用アルミナ
iv)消石灰
水酸化カルシウム(試薬−級)
〔2〕水ガラスと難溶性多価金属化合物−苛性ソーダの
系
A液として水ガラス水溶液、B液として炭酸カルシウム
、酸化鉄第二鉄、酸化アルミニウム、消石灰と苛性ソー
ダの混合懸濁液を用い、AB混合液のゲル化時間と固結
体の水中養生における一軸圧縮強度を表−2に示す。[1] Materials used (1) Use water glasses with different water glass molar ratios as shown in Table 1 Table 1 (2) Use a caustic alkaline agent sodium hydroxide (caustic soda) reagent grade (3) Use poorly soluble polycarbonate The following four types of valent metal compounds are used as poorly soluble polyvalent metal compounds: 1) Calcium carbonate: Heavy calcium carbonate for industrial use 1i) 1I-converted red iron for the pig iron industry 1ii)! ! Aluminum chloride industrial alumina iv) Slaked lime calcium hydroxide (reagent grade) [2] Water glass and poorly soluble polyvalent metal compounds - Caustic soda system Water glass aqueous solution as liquid A, calcium carbonate and ferric oxide as liquid B Using a mixed suspension of aluminum oxide, slaked lime, and caustic soda, Table 2 shows the gelation time of the AB mixture and the unconfined compressive strength of the solidified body when cured in water.
対照としてB液を炭酸カルシウム、酸化第二鉄、酸化ア
ルミニウム、消石灰単独の懸濁を使用した例を挙げる。As a control, an example is given in which a suspension of calcium carbonate, ferric oxide, aluminum oxide, and slaked lime alone is used as liquid B.
〔3〕標準砂への注入試験
内径5叩、高さ10cmのモールド中に豊捕標準砂を填
充して、小型注入ポンプを用いてモールド下面から表−
2の代表的な配合液を注入して、注入時の浸透状況の観
察と24時間後に固結体を取り出して水中養生し、−軸
圧縮強度の経日変化をみた。[3] Injection test into standard sand A mold with an inner diameter of 5 mm and a height of 10 cm was filled with Toyotori standard sand, and a small injection pump was used to inject it from the bottom of the mold.
A typical blended solution of No. 2 was injected, and the permeation state at the time of injection was observed.After 24 hours, the solids were taken out and cured in water, and the changes in -axial compressive strength over time were observed.
結果を表−3に示す。The results are shown in Table-3.
表−2および表−3から次のことがわかる。The following can be seen from Tables 2 and 3.
1.ゲル化時間
炭酸カルシウムと水ガラスからなる系では水ガラスのモ
ル比が低い場合(約2以下)のみ長時間でゲル化しく表
−2の実施例PkL10.14参照)般用の水ガラス(
モル比約2以上)ではゲル化を起こさない。(表−2の
実施NcL1.6参照)酸化第二鉄、酸化アルミニウム
と水ガラスからなる系(表−2の実施N1117.19
.22.24)では水ガラスのモル比の如何にかかわら
ずゲル化を起こさない。また消石灰と水ガラスからなる
系では水ガラスのモル比が大きいと(実施NCL27)
短時間(1分以内)でゲル化する。しかるに本願発明に
かかる系では如何なるモル比の水ガラスでも適当な時間
でゲル化し、安価な3号水ガラスの使用も可能となる。1. Gelation time In a system consisting of calcium carbonate and water glass, gelation takes a long time only when the molar ratio of water glass is low (approximately 2 or less).
When the molar ratio is about 2 or more), gelation does not occur. (Refer to Practice NcL1.6 in Table 2) A system consisting of ferric oxide, aluminum oxide and water glass (Refer to Practice N1117.19 in Table 2)
.. 22.24) does not cause gelation regardless of the molar ratio of water glass. Also, in a system consisting of slaked lime and water glass, if the molar ratio of water glass is large (Implementation NCL 27)
It gels in a short time (within 1 minute). However, in the system according to the present invention, any molar ratio of water glass can be gelled in an appropriate time, making it possible to use inexpensive No. 3 water glass.
(表−2参照)
2、ホモゲル強度
炭酸カルシウムと低モル比水ガラスからなる系(表−2
の実施胆10.14)では前述のようにゲル化するが、
本願発明にかかる炭酸カルシウムと苛性ソーダを水ガラ
スの硬化に使用した系(表−2の実施PkL2.3.4
.5.7.8.9.11.12.13.15.16、)
と比較するとホモゲル強度は格段に劣っている。炭酸カ
ルシウムと低モル比水ガラスからなる系では懸濁物がゲ
ル化に至る間に徐々に沈降して、下層は強固に固結する
が、上層にいくに従って軟弱となり、全体として不均一
となって低い強度しか示さない。本願発明にかかる炭酸
カルシウムと苛性アルカリを使用した系ではこのような
傾向は極めて少なく全体が略均−に固結するため全体と
しての強度にまさる。炭酸カルシウムにかえて酸化第二
鉄、酸化アルミニウムを使用した苛性ソーダを使用しな
い系(表−2の実施Nα17.19.22.24)では
前述のように全くゲル化を起こさないが、苛性ソーダを
使用した本願発明の系(表−2の実施Nα18.20.
21.23.25.26)ではゲル化を起こして、ホモ
ゲルの強度は炭酸カルシウム使用の本願発明の系に比べ
れば若干劣るものの可成りの強度を示している。(See Table 2) 2. System consisting of homogel strength calcium carbonate and low molar ratio water glass (Table 2
In 10.14), gelation occurs as described above, but
System using calcium carbonate and caustic soda according to the present invention for curing water glass (Practice PkL2.3.4 in Table-2)
.. 5.7.8.9.11.12.13.15.16,)
The homogel strength is much lower than that of In a system consisting of calcium carbonate and low molar ratio water glass, suspended matter gradually settles during gelation, and the lower layer is solidly consolidated, but the upper layer becomes softer and less uniform as a whole. It shows only low strength. In the system using calcium carbonate and caustic alkali according to the present invention, such a tendency is extremely small and the whole solidifies almost uniformly, so that the system as a whole is superior in strength. In the system that uses ferric oxide and aluminum oxide instead of calcium carbonate and does not use caustic soda (Execution Nα17.19.22.24 in Table 2), gelation does not occur at all as described above, but when caustic soda is used The system of the present invention (Table 2 implementation Nα18.20.
21, 23, 25, and 26), gelation occurred, and the strength of the homogel was somewhat inferior to that of the system of the present invention using calcium carbonate, but showed considerable strength.
水ガラスの硬化に消石灰と苛性ソーダを使用した本願発
明の系(表−2の実施Na2B、 29.30.32.
33)は苛性ソーダを使用しない消石灰と水ガラスから
なる系(表−2の実施胤27.31)に比べるとゲル化
時間は長いにも拘わらず強度は明らかに優れている。The system of the present invention using slaked lime and caustic soda for hardening water glass (Table 2 implementation Na2B, 29.30.32.
33) is clearly superior in strength to the system consisting of slaked lime and water glass without using caustic soda (Example 27.31 in Table 2), despite the longer gelation time.
3、浸透性およびサンドゲル強度
標準砂への注入試験における観察結果から炭酸カルシウ
ムと水ガラスからなる系(表−3実施Nα10.14)
および消石灰と水ガラスからなる系(表−3実施N11
31)では浸透に要する時間が長く、得られたサンドゲ
ルは下層は強固に固結しているが、上層にいくに従って
軟弱となり、全体としてのサンドゲルの強度は弱くなっ
ている。これは懸濁物が均一な状態で充分に上層まで浸
透せず、上層にいくに従って懸濁物が濾過された型で浸
透しているためと思われる。3. Permeability and sand gel strength A system consisting of calcium carbonate and water glass based on the observation results in the injection test into standard sand (Table 3 Implementation Nα 10.14)
and a system consisting of slaked lime and water glass (Table 3 Implementation N11
In case 31), the time required for penetration is long, and the obtained sand gel is strongly consolidated in the lower layer, but becomes softer as it goes to the upper layer, and the strength of the sand gel as a whole is weakened. This seems to be because the suspended matter does not sufficiently permeate to the upper layer in a uniform state, and the suspended matter permeates in a filtered form toward the upper layer.
これに比べて、本願発明にかかる系(表−3の実施に4
.8.12.15.18.20.23.26.32)で
はこのような傾向は非常に少なく、従ってサンドゲルは
均一な状態で強度も勝っている。特にその効果は炭酸カ
ルシウム−苛性アルカリの系において著しい。In comparison, the system according to the present invention (Table 3)
.. 8.12.15.18.20.23.26.32), this tendency is very small, and therefore the sand gel is uniform and has superior strength. The effect is particularly remarkable in the calcium carbonate-caustic alkali system.
4、水ガラスのモル比と相当モル比
B液に苛性ソーダを添加して低モル比水ガラスと同一モ
ル比となる如く相当モル比を調整した場合、苛性ソーダ
無添加の場合に比べて消石灰の場合を除いてはゲル化を
促進すると共に固結強度においても優れている。消石灰
の場合はゲル化を長びかす拘わらず、固結強度は優れて
いる。表−2より相当モル比が同一の場合をとりあげて
、それぞれのゲル化時間と固結強度をまとめると表−4
のようになる。4. Molar ratio of water glass and equivalent molar ratio When caustic soda is added to liquid B and the equivalent molar ratio is adjusted to be the same molar ratio as low molar ratio water glass, the ratio in the case of slaked lime is higher than in the case of no addition of caustic soda. Except for this, it promotes gelation and is also excellent in consolidation strength. In the case of slaked lime, although it takes longer to gel, it has excellent consolidation strength. Table 4 summarizes the gelation time and consolidation strength for the cases where the equivalent molar ratio is the same from Table 2.
become that way.
ル
表−4より炭酸カルシウム使用で苛性ソーダ無添加の表
−2の実施Nα6.10S14に比べ、苛性ソーダを添
加してそれぞれに6、N[Llo、 Na14と同一モ
ル比(相当モル比)に調整したNcL2および社3.7
およびに4.8.11の場合は何れもゲル化時間を短縮
し、強度は著しく増強されている。From Table 4, compared to the implementation Na6.10S14 in Table 2 with calcium carbonate and no caustic soda added, caustic soda was added and adjusted to the same molar ratio (equivalent molar ratio) as 6, N[Llo, and Na14, respectively. NcL2 and company 3.7
In the cases of 4.8.11 and 4.8.11, the gelation time was shortened and the strength was significantly enhanced.
酸化第二鉄、酸化アルミニウム使用で苛性ソーダ無添加
の表−2の実施嵐19.24の場合は未固結の状態であ
るが、苛性ソーダを添加すると(表−2の実施&1B、
20.23.25)ゲル化を起こし可成りの強度を示す
。Arashi 19.24 is in an unconsolidated state, but when caustic soda is added (Table 2 implementation & 1B,
20.23.25) Gelation occurs and shows considerable strength.
消石灰の使用で苛性ソーダ無添加の表−2の実施N[L
27の場合は、ゲル化時間1分以内、実施嵐31では1
5分であるが、苛性ソーダを添加すると(表−2の実施
& 2B 、29.30.32.33)ゲル化を遅らせ
、しかも強度は優れている。Implementation of Table 2 using slaked lime and no addition of caustic soda N[L
In the case of 27, the gelation time is within 1 minute, and in the case of implementation storm 31, it is 1 minute.
5 minutes, but the addition of caustic soda (Table 2 Practice & 2B, 29.30.32.33) delays the gelation, yet the strength is excellent.
以上の事実から水ガラス液に苛性アルカリと難溶性多価
金属化合物の混合懸濁液を作用せしめた本願発明は長い
ゲル化時間を要し、固結強度並びに浸透性に優れたグラ
ウトを得ることができる。Based on the above facts, the present invention, in which a mixed suspension of a caustic alkali and a poorly soluble polyvalent metal compound is applied to a water glass solution, requires a long gelation time and provides a grout with excellent consolidation strength and permeability. I can do it.
特に難溶性多価金属化合物として炭酸カルシウムの効果
は著しい。In particular, the effect of calcium carbonate as a poorly soluble polyvalent metal compound is remarkable.
Claims (2)
おいて、前記硬化剤として難溶性多価金属化合物と苛性
アルカリ水溶液との反応生成物を使用することを特徴と
する地盤注入用薬液。(1) A chemical solution for ground injection consisting of a water glass liquid and a hardening agent, characterized in that a reaction product of a poorly soluble polyvalent metal compound and an aqueous caustic alkali solution is used as the hardening agent.
成物が微粒子懸濁状である地盤注入用薬液。(2) The chemical liquid for ground injection according to claim 1, wherein the reaction product is in the form of fine particle suspension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2141547A JPH0717903B2 (en) | 1990-06-01 | 1990-06-01 | Ground injection chemical |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2141547A JPH0717903B2 (en) | 1990-06-01 | 1990-06-01 | Ground injection chemical |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0436383A true JPH0436383A (en) | 1992-02-06 |
| JPH0717903B2 JPH0717903B2 (en) | 1995-03-01 |
Family
ID=15294507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2141547A Expired - Fee Related JPH0717903B2 (en) | 1990-06-01 | 1990-06-01 | Ground injection chemical |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0717903B2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JPH01224254A (en) * | 1988-03-03 | 1989-09-07 | Kyokado Eng Co Ltd | Material for consolidation |
-
1990
- 1990-06-01 JP JP2141547A patent/JPH0717903B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JPH01224254A (en) * | 1988-03-03 | 1989-09-07 | Kyokado Eng Co Ltd | Material for consolidation |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0717903B2 (en) | 1995-03-01 |
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