JPS5935952B2 - How to strengthen soil - Google Patents
How to strengthen soilInfo
- Publication number
- JPS5935952B2 JPS5935952B2 JP6889876A JP6889876A JPS5935952B2 JP S5935952 B2 JPS5935952 B2 JP S5935952B2 JP 6889876 A JP6889876 A JP 6889876A JP 6889876 A JP6889876 A JP 6889876A JP S5935952 B2 JPS5935952 B2 JP S5935952B2
- Authority
- JP
- Japan
- Prior art keywords
- soil
- water glass
- acid
- ester
- group
- 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
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】
土壌中に水ガラスと硬化剤とを注入して地盤を強化させ
る、いわゆるグラウトエ法は道路工事、トンネルエ事等
で使用されている。[Detailed Description of the Invention] The so-called grouting method, which strengthens the ground by injecting water glass and a hardening agent into the soil, is used in road construction, tunnel engineering, etc.
しかしてかかる工法においては、水ガラスと硬化剤を予
め混合してその混合液を注入する方式(1ショット方式
又は1.5ショット方式)と、水ガラスと硬化剤とを別
々に注入する方式(2ショット方式)が採用されている
が、水ガラスと硬化剤を均一に混合させ、しかも土中へ
かかる薬剤を均一に拡散させて、土壌強化の効果をより
ー層高めるためには1ショット方式を用いて出来るだけ
低速度で時間をかけてゆつくり広範囲に注入することが
望ましい。かかる注入方式を採用する場合、水ガラスと
硬化剤を混合してから通常は30分程度以上はゲル化現
象がおこらないことが必要であるが、かかる要件を満足
する硬化剤として二塩基酸ジアルキルエステルが近時注
目されている。しかしながら、該ジアルキルエステルは
水に難溶性であるため水ガラスとの均一な分散が非常に
困難であり、その結果均一なゲル強度即ち高いゲル強度
が得にくく実用的には必ずしも満足出来るものではない
。However, in such construction methods, there is a method in which water glass and a hardening agent are mixed in advance and the mixed solution is injected (1 shot method or 1.5 shot method), and a method in which water glass and hardening agent are separately injected ( However, in order to evenly mix the water glass and hardening agent and evenly diffuse the chemical into the soil, the one-shot method is used to further enhance the soil strengthening effect. It is desirable to slowly inject over a wide area at the slowest possible speed and over a long period of time. When adopting such an injection method, it is necessary that gelation does not occur for about 30 minutes or more after mixing the water glass and the hardening agent, but a dialkyl dibasic acid is a hardening agent that satisfies this requirement. Esther has been attracting a lot of attention lately. However, since the dialkyl ester is poorly soluble in water, it is very difficult to uniformly disperse it with water glass, and as a result, it is difficult to obtain uniform gel strength, that is, high gel strength, which is not necessarily satisfactory in practical terms. .
しかも水ガラスとの均一な溶液を調製するために強力な
攪拌機が必要である等、グラウト用薬液の調製時におけ
る現場の作業効率の点で問題がある。しかるに、本発明
者はかかる問題を解決するために鋭意研究を重ねた結果
、水ガラスの硬化剤として一般式RIOOC(CH2)
nCOOR2(R1、R2、nは前記と同様)で示され
る二塩基酸エステルを使用する場合、該エステルは水溶
性であるため、水ガラスとの均一な混合が容易であるこ
と、該混合物を土中に注入し終る程度の時間内では実質
上、増粘あるいはゲル化等のおこる心配が全くないこと
、更に土中に注入された後一たんゲル化がおこると非常
に強力な土壌固結性を有するので、極めて効率良く土壌
を強化することが出来るという顕著な効果を奏し得るこ
とを見出し本発明を完成するに至つた。Furthermore, there are problems in terms of on-site work efficiency when preparing grouting chemicals, such as the need for a powerful stirrer to prepare a uniform solution with water glass. However, as a result of extensive research in order to solve this problem, the present inventors discovered that the general formula RIOOC (CH2) was used as a hardening agent for water glass.
When using a dibasic acid ester represented by nCOOR2 (R1, R2, and n are the same as above), since the ester is water-soluble, it must be easy to mix uniformly with water glass, and the mixture must be mixed with soil. There is virtually no risk of thickening or gelation within the time it takes to finish pouring into the soil, and once gelation occurs once it is poured into the soil, it has extremely strong soil consolidation properties. The present inventors have discovered that the present invention can be achieved by discovering that the soil can be strengthened very efficiently because of the above properties.
本発明で使用する硬化剤は前記一般式で示される二塩基
酸エステルであるが、R1は炭素数が1〜4のアルキル
基即ちメチル基、エチル基、プロピル基、ブチル基又は
ヒドロキシアルキル基であることが必要であり、炭素数
が5以上のアルキル基の場合には硬化剤の水溶性が低下
し、強力な固結強度が得られにくい。The curing agent used in the present invention is a dibasic acid ester represented by the above general formula, where R1 is an alkyl group having 1 to 4 carbon atoms, ie, a methyl group, an ethyl group, a propyl group, a butyl group, or a hydroxyalkyl group. In the case of an alkyl group having 5 or more carbon atoms, the water solubility of the curing agent decreases, making it difficult to obtain strong consolidation strength.
又R1 、R2ばヒドロキシアルキル基の場合いずれの
ものであつても本発明の効果は充分に達せられる。かか
るヒドロキシアルキ基の例としてはヒドロキシメチル基
(−CH2)、α−ヒドロキシエチル基(−CH−CH
3)、β−ヒドロキシエチル基(−CH2−CH2)、
β−ヒドロキシプロピル基(−CH2・ CH−CH3
)、γ−ヒト(−CH2・ CH− CH2) 等が挙
げられる。Furthermore, the effects of the present invention can be fully achieved regardless of whether R1 or R2 are hydroxyalkyl groups. Examples of such hydroxyalkyl groups include hydroxymethyl group (-CH2), α-hydroxyethyl group (-CH-CH
3), β-hydroxyethyl group (-CH2-CH2),
β-hydroxypropyl group (-CH2・CH-CH3
), γ-human (-CH2.CH-CH2), and the like.
又nは3以上の整数であることが必要であり、マロン酸
、コハク酸、グルタル酸、アジピン酸、ピメリン酸等の
エステルが用いられる。本発明で特に好適に使用される
エステルとしてはグルタル酸メチル・ヒドロキシエチル
エステル、グルタル酸メチル・β−ヒドロキシ−γ−メ
トキシプロピルエステル、コハク酸メチル・β−ヒドロ
キシ−γ−メトキシプロピルエステル、コハク酸エチル
.β−ヒドロキシ−γ−メトキシプロピルエステル、ア
ジピン酸ブチル・ヒドロキシエチルエステル、アジピン
酸メチル・ヒドロキシエチルエステル、グルタル酸ジ・
ヒドロキシエチルエステル、コハク酸ジβ−ヒドロキシ
−γ−メトキシプロピルエステル等が挙げられる。該エ
ステルは1種のみならず混合して使用することも出来る
。かかるエステルは通常、アルキル基の炭素数が1〜4
の二塩基酸ジアルキルエステルの1個又は2個のアルキ
ル基をエチレングリコール、グリセリン等とエステル交
換反応で置換することによつて製造される。本発明では
かかる反応によつて得られる反応液から目的の二塩基酸
エステルを単離して硬化剤として使用しても良いが、反
応液をそのまま硬化剤として使用しても何ら実用上差支
えない。経済的には反応粗液をそのまま使用するのが有
利である。本発明の方法を実施するに当つては、通常、
水と水ガラスと硬化剤を混合しそれを土中に注入すれば
良い。かかる薬剤の使用量は混合物全体に対して水ガラ
スが20〜50重量%に、硬化剤が2〜10重量%にな
る様に調整するのが適当である。かかる混合液を調整す
る時に、硫酸、塩酸、リン酸、ギ酸、重炭酸ソーダ等の
硬化助剤、塩化カルシウム、アルミン酸ソーダ、グリオ
キザール、エチレングリコールモノアセテート、エチレ
ングリコールジアセテート等の硬化剤、シリコン等の消
泡剤、その他セメント、ベントナイト、界面活性剤ある
いは流動付与剤等の少量を配合することは勿論差支えな
い。本発明の方法は地盤、岩盤の強度増加、漏水・湧水
防止、崩壊防止の目的、例えば道路、ダム、トンネル、
地下鉄、下水道、建築工事等に有効に採用出来る。Further, n is required to be an integer of 3 or more, and esters such as malonic acid, succinic acid, glutaric acid, adipic acid, and pimelic acid are used. Esters particularly preferably used in the present invention include methyl glutarate/hydroxyethyl ester, methyl glutarate/β-hydroxy-γ-methoxypropyl ester, methyl succinate/β-hydroxy-γ-methoxypropyl ester, and succinic acid. ethyl. β-hydroxy-γ-methoxypropyl ester, butyl adipate/hydroxyethyl ester, methyl adipate/hydroxyethyl ester, glutaric acid di-
Examples include hydroxyethyl ester, succinic acid diβ-hydroxy-γ-methoxypropyl ester, and the like. These esters can be used not only alone but also in combination. Such esters usually have an alkyl group having 1 to 4 carbon atoms.
It is produced by substituting one or two alkyl groups of a dibasic acid dialkyl ester with ethylene glycol, glycerin, etc. in a transesterification reaction. In the present invention, the desired dibasic acid ester may be isolated from the reaction solution obtained by such a reaction and used as a curing agent, but there is no practical problem even if the reaction solution is used as it is as a curing agent. Economically, it is advantageous to use the reaction crude liquid as it is. In carrying out the method of the present invention, usually,
All you have to do is mix water, water glass, and hardener and inject it into the soil. It is appropriate to adjust the amounts of these agents so that the water glass is 20 to 50% by weight and the curing agent is 2 to 10% by weight based on the entire mixture. When preparing such a mixed solution, curing aids such as sulfuric acid, hydrochloric acid, phosphoric acid, formic acid, and sodium bicarbonate, hardening agents such as calcium chloride, sodium aluminate, glyoxal, ethylene glycol monoacetate, and ethylene glycol diacetate, silicone, etc. Of course, a small amount of an antifoaming agent, cement, bentonite, surfactant, or fluidizing agent may be added. The method of the present invention is used for the purpose of increasing the strength of the ground and rock, preventing water leaks and springs, and preventing collapse, such as roads, dams, tunnels, etc.
It can be effectively adopted for subway, sewerage, construction work, etc.
次に実例を挙げて本発明の方法を更に詳しく説明する。Next, the method of the present invention will be explained in more detail by giving examples.
実施例 1〜7
第1表に示す如き二塩基酸エステルと3号水ガラスと水
とを所定量混合し、該エステルの溶解状態、混合液のゲ
ル化時間を測定した。Examples 1 to 7 Dibasic acid esters shown in Table 1, No. 3 water glass, and water were mixed in predetermined amounts, and the dissolution state of the esters and the gelation time of the mixed liquid were measured.
更に混合液を直径5儂.高さ10cnLの小型モールド
に注ぎ込んで静置し、得られた固結体の24時間後の圧
縮強度を一軸圧縮試験機にて測定した。これらの結果を
第1表に示す。対照例 1〜3
実施例におけるエステルに代えて公知の二塩基酸ジアル
キルエステルを使用した以外は実施例に準じて実験を行
つた。Further, pour the mixture into a 5 mm diameter tube. It was poured into a small mold with a height of 10 cnL and left to stand, and the compressive strength of the obtained solidified body was measured after 24 hours using a uniaxial compression tester. These results are shown in Table 1. Control Examples 1 to 3 Experiments were carried out in accordance with the Examples, except that known dibasic acid dialkyl esters were used in place of the esters in the Examples.
Claims (1)
OR_2〔但し、R_1は炭素数1〜4のアルキル基又
はヒドロキシアルキル基、R_2はヒドロキシアルキル
基nは3以上の整数を示す〕で表わされる二塩基酸エス
テルとを土中に注入することを特徴とする土壌の強化方
法。[Claims] 1 Water glass and general formula R_1OOC(CH_2)nCO
A dibasic acid ester represented by OR_2 [wherein R_1 is an alkyl group or hydroxyalkyl group having 1 to 4 carbon atoms, R_2 is a hydroxyalkyl group and n is an integer of 3 or more] is injected into the soil. How to strengthen soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6889876A JPS5935952B2 (en) | 1976-06-12 | 1976-06-12 | How to strengthen soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6889876A JPS5935952B2 (en) | 1976-06-12 | 1976-06-12 | How to strengthen soil |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS52152606A JPS52152606A (en) | 1977-12-19 |
| JPS5935952B2 true JPS5935952B2 (en) | 1984-08-31 |
Family
ID=13386923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6889876A Expired JPS5935952B2 (en) | 1976-06-12 | 1976-06-12 | How to strengthen soil |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5935952B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6419972U (en) * | 1987-07-27 | 1989-01-31 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5362311A (en) * | 1976-11-16 | 1978-06-03 | Sanyo Chemical Ind Ltd | Soil nature stabilizing agent |
-
1976
- 1976-06-12 JP JP6889876A patent/JPS5935952B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6419972U (en) * | 1987-07-27 | 1989-01-31 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS52152606A (en) | 1977-12-19 |
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