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JPS6252786B2 - - Google Patents
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JPS6252786B2 - - Google Patents

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Publication number
JPS6252786B2
JPS6252786B2 JP53149468A JP14946878A JPS6252786B2 JP S6252786 B2 JPS6252786 B2 JP S6252786B2 JP 53149468 A JP53149468 A JP 53149468A JP 14946878 A JP14946878 A JP 14946878A JP S6252786 B2 JPS6252786 B2 JP S6252786B2
Authority
JP
Japan
Prior art keywords
propulsion
water
tube
hole wall
oils
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
Application number
JP53149468A
Other languages
Japanese (ja)
Other versions
JPS5575483A (en
Inventor
Shigeru Iijima
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.)
DKS Co Ltd
Original Assignee
Dai Ichi Kogyo Seiyaku 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 Dai Ichi Kogyo Seiyaku Co Ltd filed Critical Dai Ichi Kogyo Seiyaku Co Ltd
Priority to JP14946878A priority Critical patent/JPS5575483A/en
Publication of JPS5575483A publication Critical patent/JPS5575483A/en
Publication of JPS6252786B2 publication Critical patent/JPS6252786B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

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

本発明はシールド推進工法用減摩剤組成物に関
する。さらに詳言すれば、高吸水性ヒドロゲルの
水分散液、必要に応じて鉱物質、有機質糊料、界
面活性剤および油類を配合してなる水懸濁液をシ
ールド推進後の管体と孔壁間に注入して推進抵抗
を減少させると共に、裏込め材機能を兼備するこ
とを特徴とするシールド推進工法用減摩剤組成物
を提供するものである。 シールド推進工法は地盤開削を伴なわないの
で、交通や商業活動に対する支障が少いこと、ま
た地盤変動や振動、騒音の少い低公害工法として
上下水道、ガス、電信電話、電力線等の管渠布設
に多用されている工法である。 シールド推進工法では推進距離に応じて推進管
と孔壁間の接触面積は増加することから、推進距
離に比例して抵抗も増大し、推進距離が長くなる
と推進精度や作業能率の低下や管体の破損等の障
害が発生するため、摩擦減少剤または減摩剤を注
入することが一般に行なわれている。 摩擦減少剤として従来から水にベントナイト、
有機質糊料、界面活性剤、鉱物油を分散させた粘
稠懸濁液を管体と孔壁間に注入して推進時の摩擦
抵抗を減少させることがしばしば行なわれる。し
かし、この粘稠懸濁液は軟ゲル状であるため管体
と孔壁間に注入しても管体の重量に耐えられず漸
次管体は沈下し管体下部と地山は直接接触する状
態となり、推進抵抗の大幅な減少は期待できず、
管体の中程に複数個の中押し装置(油圧ジヤツ
キ)を設置して推進することが行なわれる。 この粘稠懸濁液の粘稠性を大幅に高くすれば管
体の沈下をある程度防止することは可能である
が、その反面、液の注入が非常に困難となり、ま
た充填率も低下し推進抵抗をより低下させる効果
は期待できない。 さらには、推進地盤が滞水層あるいは流水層の
場合、粘稠懸濁液は水によつて稀釈されたり、あ
るいは注入地点から流失したりして顕著にその効
果を減ずる場合が多い。この対策として粘稠懸濁
液にセメントや石膏を添加して硬度を付与し、ゲ
ル状態で注入する方法も提案されているが、結局
流動性の低下により注入困難となり、また充填率
も低いため充分な減摩効果は発揮されず、さらに
は充填不足のため地表沈下を起す危険性がある。 粘稠懸濁液を管体と孔壁間に完全に充填するこ
とにより裏込め効果を示すが、期間の経過と共に
地盤中への浸透あるいは流失し、その効果を喪失
するため管体推進完了後、孔壁との間隙に豆砂利
コンクリート、モルタルセメント、ソイルセメン
ト等を裏込め材として圧入して地表沈下を防止
し、管体を固定化することが行なわれる。 この工法においては、摩擦減少剤を注入して推
進後、裏込め材を圧入することから、作業工程は
二段階となり、軟弱地盤や滞水、流水地盤では推
進と裏込め材圧入の時間のずれにより孔壁崩壊に
より地表沈下を起し易い。 また、特開昭52−75032号公開公報において、
水ガラス系グラウト剤や砂モルタル系グラウト剤
を注入して推進管押込時の摩擦抵抗減少と裏込め
機能を付与する方法が提供されているが、通常推
進管はコンクリートあるいは鋳鉄製が多くグラウ
ト剤はこれらの推進管に固着し易く施工上極めて
熟練した技術を必要とする。本発明者はこれら従
来技術を改良して既に「水に鉱物質、カルボキシ
ル基含有水溶性高分子化合物、塩基性低級カルボ
ン酸アルミニウム塩と界面活性剤および/または
鉱物油を配合したシールド推進工法において管体
と孔壁間に注入して推進抵抗を減少させることを
特徴とする裏込め材組成物(特願昭52−147529
号)」を提案し、推進抵抗の減少と裏込めを一工
程で行ない、推進効率の向上と孔壁崩壊や地表沈
下の防止を可能にした。しかし、当裏込め材組成
物のゲル強度を高めるのに比較的多量の薬剤が必
要であり、施工費用が高くなる。 さらに、本発明者は従来技術の欠陥を解消すべ
く鋭意研究の結果優れた減摩剤組成物を提供する
に至つたものである。即ち、高吸水性ヒドロゲル
の水分散液または必要に応じて鉱物質、有機質糊
料、界面活性剤および油類を配合してなる水懸濁
液をシールド推進後の管体と孔壁間に注入して推
進抵抗を減少させると共に、裏込め材機能を兼備
することを特徴とするシールド推進工法用減摩剤
組成物を提供することにある。 本発明減摩剤組成物は、注入時は高流動性を有
し高い充填率を得ることができる。そして充填後
高吸水性ヒドロゲルは高度に吸水膨潤し、高いゲ
ル強度を示すので推進管を固定化することがで
き、また孔壁の崩壊もなく地表沈下を防止するこ
とができる。 特に滞水、流水地盤への注入では従来の減摩剤
組成物が水稀釈や流失によつて、その効果を失う
のに対して本発明組成物は高吸水性ヒドロゲルが
吸水膨潤し透水係数の高い流水状態の地盤に対し
ても閉塞作用を示すので、水稀釈や流失がなく滞
水、流水地盤に対して特に有効である。 更には、高吸水性ヒドロゲルまたは必要に応じ
て配合される有機質糊料、界面活性剤、油類と相
乗して長期間にわたつて高度な減摩効果が得られ
る。 本発明に使用する高吸水性ヒドロゲルとは、水
を吸収して数倍から数百倍に膨潤するが、水には
溶解しないものを云い、例えば澱粉−アクリロニ
トリルまたは澱粉−メタクリレートグラフト共重
合体部分加水分解物(米国特許第3425971号明細
書参照)、ポリアクリロニトリルやビニルエステ
ル−エチレン系不飽和カルボン酸共重合体の部分
加水分解物、スルフオン化スチレン等親水基を導
入したオレフイン系ポリマー、ポリエチレンオキ
サイド、ポリビニルアルコール、ポリビニルピロ
リドン、ポリアクリル酸ソーダ、ポリアクリルア
ミド、ポリアクリル酸ソーダーポリアクリルアミ
ド共重合体、カルボキシメチルセルロース、プル
ラン等水溶性高分子化合物の放射線照射物(特公
昭48−27039号)やメチレンビスアクリルアミ
ド、ジクロール酢酸、エピクロールヒドリン、ア
ルデヒド類等架橋剤による架橋物(特公昭47−
17965号、特開昭50−80376号等)、更には親水基
の一部を親油基で置換したもの(特公昭52−
22029号)(加熱処理変性物)等を水に分散させる
と高度に吸水して高率な膨潤を示すものが使用で
きる。 この高吸水性ヒドロゲルは吸水して数倍から数
百倍にも膨潤するので30〜300メツシユ程度の粒
度のものが適している。 減摩剤組成物として添加される高吸水性ヒドロ
ゲルの膨潤倍率、膨潤速度および膨潤後のゲル強
度は、ポリマーの重合度、架橋剤の種類、架橋度
合、加水分解率あるいは粒度等によつて適宜選定
することが可能である。 この高吸水性ヒドロゲルは、減摩剤組成物とし
て管体と孔壁間に注入された後、時間の経過によ
つて高度に吸水膨潤してゲル状態となり、孔壁の
安定化と管体の固定化を果すものであり、更には
管体と孔壁間にゲル体として存在することにより
管体と孔壁間の直接な接触を防止し、接触抵抗の
増大を防止すると同時に、ゲル体の減摩作用によ
り推進抵抗を高度に減少させることができる。ま
た、微粒子で添加したヒドロゲルは吸水膨潤して
も比較的大きな粒子になるので滞水・流水地盤に
おける注入でも目止剤的作用によつて地下水の移
動を阻止することが可能であり、水稀釈や流失に
よる効果の低下を長期間にわたつて防止する特徴
を有する。本発明において、必要に応じて高吸水
性ヒドロゲル分散液に配合される鉱物質には、粘
土、ベントナイト、グラフアイト等の自己滑性を
有するもの、また砂、フライアツシユ等も増量材
として使用することができる。 これら鉱物質は一般に安価であり、減摩剤組成
物に配合する高吸水性ヒドロゲル量を節減するこ
とが可能であり、減摩剤組成物のコストを低下さ
せることができる。 また、有機質糊料にはカルボキシメチルセルロ
ーズソーダ塩、アルギン酸ソーダ、ポリアクリル
酸ソーダ、ポリビニルアルコール、グアーガム、
澱粉およびその誘導体等を使用することができ
る。これら有機質糊料を減摩剤組成物に配合する
ことで組成物への粘性付与および離水防止の効果
が得られる。 界面活性剤には石鹸、アルキルサルフエート、
アルキルフオスフエート、ポリオキシエチレンア
ルキルエーテル、ポリオキシエチレンアルキルア
リルエーテル、ポリオキシエチレンアルキルエー
テルサルフエート、ポリアルキレングリコール、
ポリエチレングリコール−ポリプロピレングリコ
ールブロツクポリマーあるいは極圧添加剤として
使用される硫化脂肪酸、硫化脂肪油、塩素化脂肪
酸塩、ポリオキシエチレンアルキルエーテルフオ
スフエート、石油スルフオン酸塩等を挙げること
ができる。これら界面活性剤は減圧下での潤滑付
与剤として有効であり、また潤滑成分として添加
される油類の乳化分散剤としても作用する。 潤滑成分として添加される油類には常温で液状
の鉱物油、植物油を使用することができ、また液
状脂肪酸、液状高級アルコールも同目的に使用が
可能である。 鉱物油としては灯油、軽油、重油、スピンドル
油、マシン油等を挙げることができる。 しかし、臭気、火災の危険性および潤滑効果を
考慮してスピンドル油、マシン油等潤滑油相当鉱
物油が望ましい。 植物油にはナタネ油、ヒマシ油、大豆油等、液
状脂肪酸ではオレイン酸、リノール酸、リシノー
ル酸、イソステアリン酸等、液状高級アルコール
には炭素数6〜18の天然のラノリンアルコールや
オキソ法合成アルコール等が使用できる。 必要に応じて添加される有機糊料と界面活性剤
は前記効果のほかに高吸水性ヒドロゲルの吸水膨
潤速度の調整剤としても有効である。 本発明減摩剤組成物は高吸水性ヒドロゲル水分
散液のみで充分な減摩作用と裏込め材としての効
果を発揮することができる。さらに推進地盤の状
態に応じて鉱物質、有機質糊料、界面活性剤およ
び油類を配合することにより高度の減摩効果を得
ることが可能であり、また高吸水性ヒドロゲルの
吸水膨潤速度を調整することができるので、減摩
剤組成物のゲル化時間を地盤に応じて調節するこ
とも可能である。 本発明減摩剤組成物の実用上の配合比率を示す
と次のとおりである。 水 100(重量部) 高吸水性ヒドロゲル 0.05〜10 鉱物質 0〜50 有機質糊料 0〜5 界面活性剤 0〜5 油 類 0〜10 以下に本発明の実施例を示すが、本発明はこれ
らの実施例に限定されるものでない。 (実施例中の部、%はすべて重量部、重量%を示
す。) 実施例 1 水100部に所定量の高吸水性ヒドロゲルを分散
させた懸濁液および鉱物質、有機質糊料、界面活
性剤油類を添加混合した液を100mlのビーカーに
100ml採り経時による粘稠度変化をRHEO
METER(NRM−2010 J型不動工業株式会社
製)にて測定した。測定は20℃において直径30
m/mの円盤(7.06cm2)を50m/m/minの速度
で連続的に上下させ、その時の円盤にかかる荷重
を記録計から読みとりゲル強度とした。 また、標準砂(豊浦珪石工業株式会社製)を水
で良く湿らせて突き固めた上に24時間経過後の上
記で調製した組成物を10m/mの厚さに塗布し、
コンクリート製ブロツク(幅65m/m、高さ60
m/m、長さ160m/m、重量1500gの長方型
状)を乗せ、直ちにバネ秤で引きその時の最大静
止摩擦を測定した。 測定した結果を第1表に示す。
The present invention relates to a lubricant composition for shield propulsion construction. More specifically, after shield propulsion, an aqueous suspension consisting of an aqueous dispersion of superabsorbent hydrogel, minerals, organic thickeners, surfactants, and oils is mixed into the tube and the pores. The present invention provides a lubricant composition for shield propulsion construction, which is injected between walls to reduce propulsion resistance and also functions as a backfill material. Since the shield propulsion method does not involve excavation of the ground, it poses little hindrance to traffic and commercial activities, and is a low-pollution construction method that causes less ground movement, vibration, and noise, making it ideal for conduits for water, sewage, gas, telegraph and telephone lines, power lines, etc. This method is often used for laying cables. In the shield propulsion method, the contact area between the propulsion tube and the hole wall increases according to the propulsion distance, so the resistance also increases in proportion to the propulsion distance, and as the propulsion distance increases, propulsion accuracy and work efficiency decrease and the tube body Because of this, it is common practice to inject friction reducers or lubricants. Bentonite is traditionally added to water as a friction reducer.
A viscous suspension containing an organic paste, a surfactant, and a mineral oil is often injected between the tube and the hole wall to reduce frictional resistance during propulsion. However, since this viscous suspension is in the form of a soft gel, even if it is injected between the tube and the hole wall, it cannot withstand the weight of the tube, and the tube gradually sinks, causing direct contact between the bottom of the tube and the ground. condition, and a significant reduction in propulsion resistance cannot be expected.
Propulsion is carried out by installing a plurality of intermediate push devices (hydraulic jacks) in the middle of the tube. By significantly increasing the viscosity of this viscous suspension, it is possible to prevent the tube from sinking to some extent, but on the other hand, it becomes extremely difficult to inject the liquid, and the filling rate also decreases, making it difficult to propel the tube. The effect of further lowering the resistance cannot be expected. Furthermore, when the propulsion ground is a water-retaining layer or flowing water layer, the viscous suspension is often diluted by water or washed away from the injection point, significantly reducing its effectiveness. As a countermeasure to this problem, a method has been proposed in which cement or gypsum is added to the viscous suspension to give it hardness and then injected in a gel state, but in the end it becomes difficult to inject due to a decrease in fluidity, and the filling rate is also low. A sufficient friction-reducing effect is not achieved, and furthermore, there is a risk of ground subsidence due to insufficient filling. A backfilling effect is achieved by completely filling the space between the pipe body and the hole wall with the viscous suspension, but as time passes, it permeates into the ground or is washed away, and this effect is lost. The pipe body is fixed by press-fitting pea gravel concrete, mortar cement, soil cement, etc. as a backfilling material into the gap between the pipe and the hole wall to prevent ground subsidence. In this method, a friction reducing agent is injected and pushed, and then the backfill material is pressed in, so the work process is two stages. This tends to cause ground surface subsidence due to hole wall collapse. Also, in Japanese Patent Application Laid-open No. 52-75032,
Methods have been proposed to reduce frictional resistance when pushing the propulsion tube and provide a backfilling function by injecting a water glass grout or a sand mortar grout, but propulsion tubes are usually made of concrete or cast iron and the grouting agent is injected into the propulsion tube. They tend to stick to these propulsion pipes and require extremely skilled construction techniques. The present inventor has improved these conventional techniques and has already developed a shield propulsion method in which a mineral substance, a carboxyl group-containing water-soluble polymer compound, a basic lower carboxylic acid aluminum salt, a surfactant, and/or mineral oil are mixed in water. Backfilling material composition characterized by being injected between the pipe body and the hole wall to reduce propulsion resistance
No. 1), which reduces propulsion resistance and backfills in a single process, improving propulsion efficiency and preventing hole wall collapse and ground subsidence. However, a relatively large amount of chemicals is required to increase the gel strength of this backfill material composition, resulting in high construction costs. Furthermore, the present inventor has conducted intensive research to overcome the deficiencies of the prior art, and as a result, has been able to provide an excellent lubricant composition. That is, an aqueous dispersion of superabsorbent hydrogel or an aqueous suspension containing minerals, organic pastes, surfactants, and oils as necessary is injected between the tube body and the hole wall after shield propulsion. An object of the present invention is to provide an anti-friction agent composition for shield propulsion construction, which is characterized by reducing propulsion resistance and also having the function of a backfilling material. The lubricant composition of the present invention has high fluidity during injection and can obtain a high filling rate. After filling, the superabsorbent hydrogel highly absorbs water and swells, exhibiting high gel strength, so the propulsion tube can be immobilized, and the pore walls do not collapse, preventing ground subsidence. In particular, when injected into ground with stagnant or flowing water, conventional lubricant compositions lose their effectiveness due to water dilution or washing away, whereas in the composition of the present invention, the superabsorbent hydrogel absorbs water and swells, reducing the hydraulic conductivity. Since it exhibits a blocking effect even on ground with high water flow, it is particularly effective on ground with stagnant water or flowing water without water dilution or runoff. Furthermore, a highly water-reducing effect can be obtained over a long period of time in synergy with the highly water-absorbent hydrogel or organic thickeners, surfactants, and oils that are added as necessary. The superabsorbent hydrogel used in the present invention refers to a hydrogel that absorbs water and swells several to hundreds of times, but does not dissolve in water, such as a starch-acrylonitrile or starch-methacrylate graft copolymer part. Hydrolysates (see U.S. Pat. No. 3,425,971), partial hydrolysates of polyacrylonitrile and vinyl ester-ethylenically unsaturated carboxylic acid copolymers, olefinic polymers with hydrophilic groups introduced such as sulfonated styrene, polyethylene oxide , polyvinyl alcohol, polyvinylpyrrolidone, sodium polyacrylate, polyacrylamide, sodium polyacrylate-polyacrylamide copolymer, carboxymethylcellulose, pullulan, etc., irradiated products of water-soluble polymer compounds (Japanese Patent Publication No. 1982-27039) and methylene bis. Crosslinked products using crosslinking agents such as acrylamide, dichloroacetic acid, epichlorohydrin, aldehydes, etc.
17965, JP-A-50-80376, etc.), and even those in which part of the hydrophilic group is replaced with a lipophilic group (JP-A-1987-80376, etc.).
No. 22029) (heat-treated modified product), etc., can be used to highly absorb water and exhibit high swelling when dispersed in water. This highly water-absorbent hydrogel absorbs water and swells several to hundreds of times, so a particle size of about 30 to 300 mesh is suitable. The swelling ratio, swelling rate, and gel strength after swelling of the superabsorbent hydrogel added as an anti-friction agent composition are determined depending on the degree of polymerization of the polymer, the type of crosslinking agent, the degree of crosslinking, the hydrolysis rate, the particle size, etc. It is possible to select. After this superabsorbent hydrogel is injected between the tube and the hole wall as an anti-friction agent composition, it highly absorbs water and swells over time to form a gel state, stabilizing the hole wall and improving the tube body. Furthermore, by existing as a gel body between the tube body and the hole wall, it prevents direct contact between the tube body and the hole wall, preventing an increase in contact resistance, and at the same time, the gel body The anti-friction effect can greatly reduce propulsion resistance. In addition, even if hydrogel added as fine particles absorbs water and swells, it becomes relatively large particles, so even if it is injected into ground with standing or flowing water, it is possible to prevent the movement of groundwater by acting as a sealant, and water dilution is possible. It has the characteristic of preventing a decline in effectiveness due to water loss or washing away over a long period of time. In the present invention, mineral substances that are blended into the superabsorbent hydrogel dispersion as necessary include those having self-lubricating properties such as clay, bentonite, and graphite, and sand, fly ash, and the like may also be used as fillers. Can be done. These mineral substances are generally inexpensive, and the amount of superabsorbent hydrogel incorporated into the lubricant composition can be reduced, thereby reducing the cost of the lubricant composition. In addition, organic thickeners include carboxymethyl cellulose soda salt, sodium alginate, sodium polyacrylate, polyvinyl alcohol, guar gum,
Starch and its derivatives, etc. can be used. By blending these organic thickeners into a lubricant composition, the effects of imparting viscosity to the composition and preventing syneresis can be obtained. Surfactants include soap, alkyl sulfate,
Alkyl phosphates, polyoxyethylene alkyl ethers, polyoxyethylene alkyl allyl ethers, polyoxyethylene alkyl ether sulfates, polyalkylene glycols,
Examples include polyethylene glycol-polypropylene glycol block polymers, sulfurized fatty acids, sulfurized fatty oils, chlorinated fatty acid salts, polyoxyethylene alkyl ether phosphates, petroleum sulfonates, etc. used as extreme pressure additives. These surfactants are effective as lubricating agents under reduced pressure, and also act as emulsifying and dispersing agents for oils added as lubricating components. Mineral oils and vegetable oils that are liquid at room temperature can be used as the oils added as lubricating components, and liquid fatty acids and liquid higher alcohols can also be used for the same purpose. Examples of the mineral oil include kerosene, light oil, heavy oil, spindle oil, and machine oil. However, in consideration of odor, fire risk, and lubricating effect, mineral oil equivalent to lubricating oil such as spindle oil or machine oil is preferable. Vegetable oils include rapeseed oil, castor oil, soybean oil, etc. Liquid fatty acids include oleic acid, linoleic acid, ricinoleic acid, isostearic acid, etc. Liquid higher alcohols include natural lanolin alcohol with 6 to 18 carbon atoms, oxo synthetic alcohol, etc. can be used. In addition to the above-mentioned effects, the organic thickener and surfactant added as necessary are also effective as regulators of the water absorption and swelling rate of the superabsorbent hydrogel. The anti-friction agent composition of the present invention can exhibit sufficient anti-friction action and effect as a backfilling material using only the aqueous superabsorbent hydrogel dispersion. Furthermore, by blending minerals, organic pastes, surfactants, and oils according to the conditions of the propulsion ground, it is possible to obtain a high degree of friction reduction effect, and also adjust the water absorption and swelling rate of the superabsorbent hydrogel. Therefore, it is also possible to adjust the gelation time of the lubricant composition depending on the soil. The practical blending ratio of the lubricant composition of the present invention is as follows. Water 100 (parts by weight) Super absorbent hydrogel 0.05-10 Minerals 0-50 Organic thickeners 0-5 Surfactants 0-5 Oils 0-10 Examples of the present invention are shown below. The present invention is not limited to this embodiment. (All parts and % in the examples indicate parts by weight and % by weight.) Example 1 Suspension of a predetermined amount of super absorbent hydrogel dispersed in 100 parts of water, mineral substances, organic thickening agent, and surfactant Add the mixed oil and add it to a 100ml beaker.
Take 100ml and check the change in consistency over time with RHEO
Measured using METER (NRM-2010 manufactured by J-type Fudo Kogyo Co., Ltd.). Measurements are made at 20°C with a diameter of 30
A disk (7.06 cm 2 ) of m/m was moved up and down continuously at a speed of 50 m/m/min, and the load applied to the disk at that time was read from a recorder and used as the gel strength. In addition, standard sand (manufactured by Toyoura Silica Industry Co., Ltd.) was well moistened with water and tamped, and after 24 hours, the composition prepared above was applied to a thickness of 10 m/m.
Concrete block (width 65m/m, height 60m)
A rectangular shape with a length of 160 m/m and a weight of 1500 g was placed on it, and immediately pulled using a spring scale to measure the maximum static friction at that time. The measured results are shown in Table 1.

【表】 実施例 2 各種の高吸水性ヒドロゲルを用い、実施例1に
準じてゲル強度と最大静止摩擦力を測定し、その
結果を第2表に示す。
[Table] Example 2 Using various super absorbent hydrogels, gel strength and maximum static friction force were measured according to Example 1, and the results are shown in Table 2.

【表】【table】

【表】 実施例 3 水に高吸水性ヒドロゲルを分散させた液および
鉱物質、有機質糊料、界面活性剤、油類を添加混
合させて得た減摩剤組成物100mlを80メツシユの
ステンレス製金網のカゴに入れ、水を100ml入れ
た1ガラス製ビーカー中に懸垂させ、1日経過
後の状態を観察してその結果を第3表に示す。
[Table] Example 3 100 ml of an anti-friction composition obtained by adding and mixing a superabsorbent hydrogel dispersion in water, mineral substances, organic thickeners, surfactants, and oils was added to an 80-mesh stainless steel mesh. It was placed in a wire mesh basket and suspended in a glass beaker containing 100 ml of water, and the condition was observed after one day. The results are shown in Table 3.

【表】 実施例 4 泥水式推進工法により直径1650m/m、長さ
2.43mのコンクリート製推進管の土被り6.5m滞
水砂層への布設において本発明減摩剤組成物とし
て水100部、ポリアクリル酸ソーダーメチレンビ
スアクリルアミド架橋物(80メツシユパス品)
0.1部、ベントナイト(クニゲルV)6部の混合
分散液を推進管と孔壁間に注入することにより、
第1図に示すとおり推力が減少した。即ち第1図
に明らかなとおり、推進管20本布設時において計
画推力420トンに対し実施推力は250トンと47%の
推力減少効果が得られた。また、推進管布設後30
日経過しても地表沈下は見られなかつた。
[Table] Example 4 Diameter 1650m/m, length by mud propulsion method
In the installation of a 2.43 m concrete propulsion pipe into a 6.5 m water-retaining sand layer, 100 parts of water and a polyacrylic acid soda methylene bis acrylamide cross-linked product (80 mesh pass product) were used as the lubricant composition of the present invention.
By injecting a mixed dispersion of 0.1 part of bentonite (Kunigel V) and 6 parts of bentonite (Kunigel V) between the propulsion tube and the hole wall,
As shown in Figure 1, the thrust decreased. In other words, as shown in Figure 1, when 20 propulsion pipes were installed, the actual thrust was 250 tons, compared to the planned thrust of 420 tons, resulting in a thrust reduction effect of 47%. In addition, 30 years after the propulsion pipe was installed
No ground surface subsidence was observed even after several days had passed.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は実施例4において本発明組成物を用い
た場合の推力の減少する状態を示すグラフであ
る。
FIG. 1 is a graph showing how the thrust force decreases when the composition of the present invention is used in Example 4.

Claims (1)

【特許請求の範囲】[Claims] 1 高吸水性ヒドロゲルの水分散液、必要に応じ
て鉱物質、有機質糊料、界面活性剤および油類を
配合してなる水懸濁液をシールド推進後の管体と
孔壁間に注入して推進抵抗を減少させると共に、
裏込め材機能を兼備することを特徴とするシール
ド推進工法用減摩剤組成物。
1 An aqueous dispersion of a highly water-absorbent hydrogel, mixed with minerals, organic thickeners, surfactants, and oils as necessary, is injected between the tube body and the hole wall after shield propulsion. In addition to reducing propulsion resistance,
An anti-friction agent composition for shield propulsion construction method, which is characterized by having the function of a backfilling material.
JP14946878A 1978-12-01 1978-12-01 Lubricant composition for shield propulsion work Granted JPS5575483A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14946878A JPS5575483A (en) 1978-12-01 1978-12-01 Lubricant composition for shield propulsion work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14946878A JPS5575483A (en) 1978-12-01 1978-12-01 Lubricant composition for shield propulsion work

Publications (2)

Publication Number Publication Date
JPS5575483A JPS5575483A (en) 1980-06-06
JPS6252786B2 true JPS6252786B2 (en) 1987-11-06

Family

ID=15475787

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14946878A Granted JPS5575483A (en) 1978-12-01 1978-12-01 Lubricant composition for shield propulsion work

Country Status (1)

Country Link
JP (1) JPS5575483A (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57205475A (en) * 1981-06-09 1982-12-16 Ohbayashigumi Ltd Mud flush excavation of ground
JPS5880374A (en) * 1981-11-09 1983-05-14 Ohbayashigumi Ltd Technique for digging the ground with muddy water
JPS5827780A (en) * 1981-08-12 1983-02-18 Sumitomo Chem Co Ltd Transportation of soil
JPS5884883A (en) * 1981-11-16 1983-05-21 Dai Ichi Kogyo Seiyaku Co Ltd Mud composition
JPS5915409A (en) * 1982-07-20 1984-01-26 Kyoritsu Yuki Kogyo Kenkyusho:Kk Production of liquid stabilizer
JPS61190584A (en) * 1985-02-18 1986-08-25 Tachibana Shokai:Kk Lubricant
JP2007009566A (en) * 2005-06-30 2007-01-18 Ohbayashi Corp Propulsion construction method for small soil cover section
JP4990041B2 (en) * 2007-06-21 2012-08-01 株式会社大林組 Method for constructing underground pipe and underground pipe constructed by this method
JP5537038B2 (en) * 2008-06-16 2014-07-02 大成建設株式会社 Additives and mud pressure shield method and mud pressure propulsion method using this additive

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3353601A (en) * 1965-07-26 1967-11-21 Dow Chemical Co Composition and use therefor for water shut-off
JPS5439650B2 (en) * 1973-03-10 1979-11-29

Also Published As

Publication number Publication date
JPS5575483A (en) 1980-06-06

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