JP2010248759A - High specific gravity slurry and excavation method - Google Patents

High specific gravity slurry and excavation method Download PDF

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JP2010248759A
JP2010248759A JP2009098054A JP2009098054A JP2010248759A JP 2010248759 A JP2010248759 A JP 2010248759A JP 2009098054 A JP2009098054 A JP 2009098054A JP 2009098054 A JP2009098054 A JP 2009098054A JP 2010248759 A JP2010248759 A JP 2010248759A
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specific gravity
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JP5167190B2 (en
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Hiroshi Yoshida
弘 吉田
Kazuo Yoshida
和夫 吉田
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YOSHIDA ENGINEERING KK
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Abstract

<P>PROBLEM TO BE SOLVED: To solve problems of conventional constructions wherein though the slurries used in various excavation methods require a specific gravity of 1.10 or below, a proper viscosity, a wall building property and large frost resistance and cement resistance, in recent constructions such as a deep underground excavation construction, conventional slurries are difficult to adapt to the treatment of large soil pressure and large water pressure, and the risk of falling increases, and though the addition of CMC for increasing the viscosity of the conventional slurries and the addition of a compound for further increasing the viscosity thereof are proposed, the lowering of flow property is pointed out, and the securement of the slurries used in the deep underground excavation method is difficult. <P>SOLUTION: A slurry with a specific gravity of 1.01-3.0 is provided by mixing the magnetic substance which can provide a sufficiently high specific gravity and can be attracted by a magnetic force. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本願発明は、高比重安定液及び掘削工法に関する。   The present invention relates to a high specific gravity stabilizing liquid and an excavation method.

近年の各種掘削工法において、掘削した壁面の保護が極めて重要となっている。それは、壁面の安定化、即ち壁面の崩落防止、逸水の防止等が各種工事、例えば土留掘削工法、くい工法、泥水シールド工法、注入工法、大深度掘削工法等の進捗に大きく関わる故である。
このため、掘削工法において、掘削面に安定液を投入して、壁面に液を浸透させ、その水圧を以って壁面に添加させるベントナイト等を土の粒子に堆留させる工法が多用されている。
In various excavation methods in recent years, protection of excavated wall surfaces is extremely important. This is because stabilization of the wall surface, that is, prevention of wall collapse, water loss, etc. is greatly related to the progress of various constructions such as earth excavation method, pile method, mud shield method, pouring method, deep excavation method, etc. .
For this reason, in the excavation method, a method is often used in which a stable liquid is poured into the excavation surface, the liquid is infiltrated into the wall surface, and bentonite or the like that is added to the wall surface by the water pressure is deposited in soil particles. .

又、この安定液は、循環式掘削工法等において、掘削土を地上まで運搬するために使用されている。地下に土留を制作する技術は、従来は土留め掘削中にベントナイト、水及び分散剤を混合し、安定液比重1.03〜1.1程度に制作した安定液を掘削した地中に流し込んで土留壁を形成していた。   Further, this stabilizing liquid is used for transporting excavated soil to the ground in a circulation excavation method or the like. The technology for producing earth retaining in the basement is to mix bentonite, water and dispersing agent during earth retaining excavation, and to pour the stable liquid produced to a stable liquid specific gravity of about 1.03 to 1.1 into the excavated ground. A retaining wall was formed.

現在使用されている安定液は、比重1.10以下で適正な粘度と造壁性を有すること、耐塩、耐セメント性が大で、コンクリートとの置換が良いことが求められている。
このため、土木建築方面で使用されている安定液としては一般的に、清水100重量部に対し、ベントナイト2〜8重量部、CMC0.05〜0.5重量部のものが使用されている。
Currently used stabilizers are required to have a specific gravity of 1.10 or less, appropriate viscosity and wall-forming properties, high salt and cement resistance, and good replacement with concrete.
For this reason, as a stabilizer used in the civil engineering construction direction, generally, a bentonite of 2 to 8 parts by weight and a CMC of 0.05 to 0.5 parts by weight are used with respect to 100 parts by weight of fresh water.

特開平9−302143号公報JP-A-9-302143 特開2005−36144号公報JP 2005-36144 A 特開平7−316554号公報JP 7-316554 A 特開2001−240852号公報JP 2001-240852 A

この従来の一般的な安定液においては、その比重は1.03〜1.1と小さいため、大深度土留の掘削の際に、或いは高圧地下水条件下の掘削の際に、崩落、崩壊を起こす危険性が大であった。このような地盤の掘削の際に、これら水圧に対し安定液圧が0.1〜0.3kgf/cm程度上回ることが必要とされていた。 In this conventional general stabilizing liquid, the specific gravity is as small as 1.03 to 1.1. Therefore, it collapses or collapses when excavating deep soil or excavating under high-pressure groundwater conditions. The danger was great. When excavating such ground, it has been necessary that the stable hydraulic pressure exceeds the water pressure by about 0.1 to 0.3 kgf / cm 2 .

又、従来の安定液は、使用後、廃棄の際に溶液として運搬の必要があり、しかもベントナイトを含む安定液が産業廃棄物に指定されることで、公害物質としての処理方法に難渋すること、その運搬廃棄費用が高価となる欠点がある。   In addition, conventional stabilizers need to be transported as a solution when discarded after use, and because stabilizers containing bentonite are designated as industrial waste, it is difficult to treat as a pollutant. The transportation and disposal costs are expensive.

又、従来、高比重を得るための試みとして、例えば粘土鉱物としてベントナイト、カオリン鉱物等を配合したり、増粘剤としてCMCやアニオン性水溶性高分子、アクリルアミド系重合体等を配合する提案がされている。   Conventionally, as an attempt to obtain a high specific gravity, for example, there are proposals for blending bentonite, kaolin mineral, etc. as clay minerals, or blending CMC, anionic water-soluble polymer, acrylamide polymer, etc. as thickeners. Has been.

しかし、これら配合物は、腐敗しにくいこと、毒性がないこと、濾水性に優れていること等の有効な性質を有しながら、増重材としては用いることは困難であったり、使用上の難点があったりで実用性がなかった。
又、石油掘削用泥水に増重材として用いられる硫酸バリウムは、時間経過により分離し易くなり、安定性の確保に難があった。
However, these compounds are difficult to use as a weight-increasing material while having effective properties such as being resistant to spoilage, non-toxicity, and excellent drainage. There were difficulties and there was no practicality.
In addition, barium sulfate used as a heavier for oil drilling mud becomes easy to separate over time, and it is difficult to ensure stability.

そこで、本願発明においては、比重の大きい安定液を製造して、従来困難であった大深度掘削、高水圧地質の掘進に対応した強い泥膜形成を行うこと、又、掘削残土公害を減少させることを目的とする。このため、第一に、比重の大きい安定液を廉価に製作すること、次に、公害を発生するベントナイト等を出来るだけ使用せずに安定液を製作することが必要とされる。   Therefore, in the present invention, a stable liquid having a large specific gravity is manufactured to form a strong mud film corresponding to deep excavation and high-pressure geological excavation, which has been difficult in the past, and to reduce excavated soil pollution. For the purpose. For this reason, first, it is necessary to produce a stable liquid having a large specific gravity at a low cost, and then to produce a stable liquid without using as much bentonite as possible to cause pollution.

しかし、比重を大きくすると、粒子は沈降分離し易くなり、安定液の効果が失われることになるので、一定期間液中に浮遊させるための方法が必要である。   However, if the specific gravity is increased, the particles are easily settled and separated, and the effect of the stabilizing solution is lost. Therefore, a method for floating in the solution for a certain period is required.

更に、比重の大なる物質の選択において、使用物質を回収して何度でも使用することにより、コスト高を防ぐことが出来ることが肝要である。   Furthermore, in selecting a substance having a large specific gravity, it is important that the cost can be prevented by collecting the used substance and using it many times.

本願発明は、上記の課題を解決するため、安定液の主材料として、従来の材料より比重の大きい物質、フェロシリコン(以下、Fs)、鉄粉など磁性のある物質を利用して安定液を製作し、これを使用し、安定液廃棄時には、排出液を磁力により主材料Fsと残渣物に分離して、主材料Fsを吸着回収するように構成するものであり、
第一に、掘削工法等において使用される安定液であって、磁力によって吸着できる磁性体を混入して、安定液比重を1.01〜3.0に保持することを特徴し、
第二に、磁力によって吸着できる磁性体は、鉄粉であることを特徴とし、
第三に、磁力によって吸着できる磁性体は、フェロアロイであることを特徴とし、
第四に、磁力によって吸着できる磁性体は、フェロシリコンであることを特徴し、
第五に、掘削工法において使用される安定液であって、混合量1mに対しフェロシリコン又は鉄粉1000kg〜3000kg、水500kg〜1000kg、ポリマー1〜5kgを含有することを特徴とする磁力によって吸着できる磁性体は、フェロアロイである鉄粉であることを特徴とし、
第六に、安定液に使用される成分の粒径は、最大100μm以下で50μm径以下粒子を50%以上含有することを特徴とし、
第七に、安定液の粘度は、3000mPas以下であることを特徴とする高比重安定液である。
第八に、前記の高比重安定液を掘削孔内に供給し、掘削作業を行うことを特徴とし、
第九に、安定液内の磁力によって吸着出来る磁性体は、磁力により回収し、繰り返し使用することを特徴とし、
第十に、使用した安定液は、回転ドラムにて磁性体を吸着し、他の土砂混合物と分離することを特徴とする掘削工法である。
In order to solve the above problems, the present invention uses a substance having a higher specific gravity than conventional materials, a ferrosilicon (hereinafter referred to as Fs), a magnetic substance such as iron powder as a main material of the stabilizing liquid, Produced and used, and at the time of discarding the stable liquid, the discharged liquid is separated into the main material Fs and the residue by magnetic force, and the main material Fs is adsorbed and recovered.
First, it is a stable liquid used in excavation methods and the like, and a magnetic material that can be adsorbed by magnetic force is mixed, and the stable liquid specific gravity is maintained at 1.01 to 3.0,
Second, the magnetic material that can be adsorbed by magnetic force is iron powder,
Third, the magnetic material that can be adsorbed by magnetic force is ferroalloy,
Fourth, the magnetic material that can be adsorbed by magnetic force is ferrosilicon,
Fifth, it is a stable liquid used in the excavation method, and contains magnetic material characterized by containing ferrosilicon or iron powder 1000 kg to 3000 kg, water 500 kg to 1000 kg, polymer 1 to 5 kg with respect to the mixed amount 1 m 3 . The magnetic substance that can be adsorbed is iron powder that is ferroalloy,
Sixth, the particle size of the component used in the stabilizing liquid is characterized by containing 50% or more of particles having a diameter of 100 μm or less and 50 μm or less,
Seventh, it is a high-specific gravity stable liquid characterized in that the viscosity of the stable liquid is 3000 mPas or less.
Eighth, the high specific gravity stabilizing liquid is supplied into the excavation hole, and excavation work is performed.
Ninth, the magnetic substance that can be adsorbed by the magnetic force in the stable liquid is recovered by the magnetic force and used repeatedly,
Tenth, the used stabilizing liquid is an excavation method characterized in that a magnetic substance is adsorbed by a rotating drum and separated from other earth and sand mixture.

本発明請求項1によれば、極めて比重の高い安定液が得られる。これにより、掘削部等での掘削壁面に強い泥膜が形成され得る。このため大深度地下開発、インフラ整備、工事等において多用される各種掘削工法等において直面する大土圧、大水圧に対応して十分に崩落や滑落等の事故を防ぎ、安定液としての役割を十分に果たせる機能を有するものである。   According to the first aspect of the present invention, a stable liquid having a very high specific gravity can be obtained. Thereby, a strong mud film can be formed on the excavation wall surface in the excavation part or the like. For this reason, accidents such as collapsing and sliding are sufficiently prevented in response to the large earth pressure and large water pressure encountered in various excavation methods frequently used in deep underground development, infrastructure development, construction, etc., and it plays a role as a stabilizing liquid It has a function that can be performed sufficiently.

請求項2,3,4,5によれば、磁力により吸着できる材料を増重材として使用しているため、一旦溶液使用後、磁性体を回収して、後で繰り返し使用が可能であり、回収率も良く、極めて経済的な安定液を提供できる。   According to claims 2, 3, 4 and 5, since a material that can be adsorbed by magnetic force is used as a weight-increasing material, once the solution is used, the magnetic material can be recovered and repeatedly used later. The recovery rate is good, and an extremely economical stabilizer can be provided.

請求項6,7によれば、本粒径により、浮遊粒子の分離沈降が防止され、所望期間浮遊させることが出来、安定液の作用を長期間保持させることが可能である。   According to the sixth and seventh aspects, separation and settling of suspended particles can be prevented by this particle size, the suspended particles can be suspended for a desired period of time, and the action of the stable liquid can be maintained for a long period of time.

請求項8によれば、各種掘削工法等において、掘削壁面等に薄く、強力な泥膜の形成により、過酷な条件下、例えば大土圧、大水圧を引き起こす大深度地下工事、地下水条件の酷しい工事等において地中崩壊を防止し、安定工法が達成し得る。   According to claim 8, in various excavation methods and the like, the formation of a thin and strong mud film on the excavation wall surface and the like causes severe conditions such as large earth pressure, deep underground work that causes large water pressure, and severe groundwater conditions. Prevents underground collapse in new construction, and can achieve a stable construction method.

以上より、本発明方法は、土留掘削工法、くい工法、泥水シールド工法、注入工法、大深度掘削方法、掘削物の比重分離工法等各種の工法に使用可能である。
又、この方法によると、粒径、鉄分含有量等にもよるが、安定液中Fs量の約90%は磁力により吸着できる。このため、排出物の残渣量は少なく、運搬量は少ない、ベントナイト液体を運搬しないので費用も安く、公害が少ない等の効果がある。
As described above, the method of the present invention can be used for various methods such as earth retaining excavation method, pile method, mud shield method, pouring method, deep excavation method, specific gravity separation method for excavated material.
Further, according to this method, although depending on the particle diameter, iron content, etc., about 90% of the Fs amount in the stable liquid can be adsorbed by magnetic force. For this reason, there is an effect that the amount of residue of the discharged matter is small, the amount of transport is small, the bentonite liquid is not transported, the cost is low, and the pollution is low.

請求項9によれば、高価な磁性体を繰り返し使用することが出来、安定液コストの低減化を図ることが出来る。   According to the ninth aspect, an expensive magnetic material can be used repeatedly, and the cost of the stable liquid can be reduced.

請求項10によれば、極めて簡単に土砂混合物と磁性体を分離することが出来、安定液コストの低減化を図ることが出来る。   According to the tenth aspect, the earth and sand mixture and the magnetic material can be separated very easily, and the cost of the stable liquid can be reduced.

本発明において使用される比重の高い物質としては、フェロアロイ、就中フェロシリコン、鉄粉等の磁性のある物質を使用する。
比重の高い物質としては、鉄分含有のFsを利用し、使用後、Fsを磁力吸着、Fsを取得し、残渣を廃棄する。安定液は、比重の大きい粒子を液中に長時間浮遊させるために、基本的にStokesの定理により、粒径を小さくすること、粘度を大きくすること、粒子比重と安定液比重の差を小さくすることにより、液比重、液粘度、粒子比重、粒径及び補助剤の最適な数値を決める。
As a substance having a high specific gravity used in the present invention, a magnetic substance such as ferroalloy, especially ferrosilicon, iron powder is used.
As a substance having a high specific gravity, Fs containing iron is used. After use, Fs is magnetically adsorbed, Fs is obtained, and the residue is discarded. In order to float particles with a large specific gravity in the liquid for a long time, the stable liquid basically reduces the particle size, increases the viscosity, and reduces the difference between the specific gravity of the particle and the stable liquid based on Stokes' theorem. By doing so, the optimum values of liquid specific gravity, liquid viscosity, particle specific gravity, particle size and auxiliary agent are determined.

所望液比重の安定液を製造する場合、浮遊粒子の分離沈降防止の課題がある。フェロシリコン等の比重を大きくするほど沈降が早くなる。粒子を所望期間浮遊させ、沈降を防止する必要がある。浮遊粒子は高価なので回収する必要がある。安定液の適用範囲を広げるために出来るだけ大きい比重の安定液を製造する必要がある。   When producing a stable liquid having a desired liquid specific gravity, there is a problem of preventing separation and settling of suspended particles. Sedimentation becomes faster as the specific gravity of ferrosilicon or the like increases. It is necessary to float the particles for a desired period of time to prevent settling. Airborne particles are expensive and must be collected. In order to widen the application range of the stabilizer, it is necessary to produce a stabilizer having a specific gravity as large as possible.

安定液の使用により、Fs比重を選択する。Fs規格、FeSi45、密度5.1g/cm、FeSi75、密度2.8などを通常使用する。安定液比重が大きくなるためには、Fs粒子比重が大きいこと、それのみでなく、比重の大きい粒子が液中で沈降しないこと、もしくは遅いこと、そのためには、粒径は小さく、また粒子沈降が遅いためには、粒子比重と疑似液比重の差が小さく、また安定液の粘度は施工可能な範囲で小さいことが望ましい。 The Fs specific gravity is selected by using a stabilizing solution. Fs standard, FeSi45, density 5.1 g / cm 3 , FeSi75, density 2.8, etc. are usually used. In order to increase the stable liquid specific gravity, the Fs particle specific gravity must be large, and not only that, but also the particles with large specific gravity will not settle in the liquid or be slow. Therefore, it is desirable that the difference between the particle specific gravity and the pseudo liquid specific gravity is small, and that the viscosity of the stable liquid is small as long as it can be applied.

図3において、粘度Jをy軸、液比重Kをx軸にとると、y=2612.8x−4902.5の関係式が成り立つ。この際、決定係数R=0.7933である。この関係図を図3に示す。 In FIG. 3, when the viscosity J is on the y-axis and the liquid specific gravity K is on the x-axis, the relational expression y = 2612.8x−4902.5 is established. At this time, the determination coefficient R 2 = 0.7933. This relationship diagram is shown in FIG.

図4において、粘度Jをy軸、粒径Mをx軸にとると、y=−128.74x+10607の関係式が成り立つ。この際、決定係数R=0.6138である。この関係図を図4に示す。 In FIG. 4, when the viscosity J is on the y-axis and the particle size M is on the x-axis, the relational expression y = −128.74x + 10607 is established. At this time, the determination coefficient R 2 = 0.6138. This relationship is shown in FIG.

図3、図4の関係図に示すように、液比重3.0を得るためには、液粘度は4000mPas以下が望ましく、図4の関係図に示すように、粒子径は60μm以下が望ましい。液比重2.0に対しては、粘度100mPas以上、粒径100μm以下が望ましい。この範囲内で、必要期間粒子が沈降しない安定液を製造することが出来る。   As shown in the relationship diagrams of FIGS. 3 and 4, in order to obtain a liquid specific gravity of 3.0, the liquid viscosity is desirably 4000 mPas or less, and as shown in the relationship diagram of FIG. 4, the particle diameter is desirably 60 μm or less. For a liquid specific gravity of 2.0, a viscosity of 100 mPas or more and a particle size of 100 μm or less is desirable. Within this range, it is possible to produce a stable liquid in which particles do not settle for a necessary period.

図1は、ベントナイト溶液の濃度による乾燥減量を示した実例で、図中Aは、ベントナイト溶液濃度10%、Bは同5%の夫々の乾燥減量図である。
これにより、溶液濃度が薄い程、乾燥度が良くなり、使用後の残存量は減少する。公害源としての減量を達成できることが示されている。
FIG. 1 is an example showing the loss on drying depending on the concentration of the bentonite solution. In the figure, A is a concentration loss of bentonite solution of 10% and B is a loss of drying diagram of 5%.
Thereby, the lower the solution concentration, the better the dryness, and the remaining amount after use decreases. It has been shown that weight loss can be achieved as a source of pollution.

次いで、フェロシリコンと土砂混合物の分離について説明する。
図2は、Fsと土砂混合物の分離機構の概略図である。これら分離機構は通常、安定液工法において使用される土砂分離機内又はそれと連撃乃至連動する如く設置して使用するのが便である。中央に鋼製のドラムEがあり、該ドラムEの内部には、磁石が装着してある。その上部に材料投入ホッパーFがある。ドラムE下部には、ドラムEと離れて削りヘラGを付着し、ドラムEに磁力付着したFsを削り落とす。
Next, separation of the ferrosilicon and earth / sand mixture will be described.
FIG. 2 is a schematic diagram of the separation mechanism of Fs and earth and sand mixture. It is convenient to install and use these separation mechanisms in the earth and sand separator used in the stable liquid method. There is a steel drum E in the center, and a magnet is mounted inside the drum E. There is a material charging hopper F at the top. A cutting spatula G is attached to the lower part of the drum E apart from the drum E, and the Fs magnetically attached to the drum E is cut off.

掘削混合物は、材料投入ホッパーFに投入され、ドラムEの表面に沿って流下する。Fsは、ドラムEの内部の磁力でドラムEに吸着され、削りヘラGで削られて、Fsは落下容器Iに落下する。残渣物は、落下容器Hに落下する。このようにしてFsと、残渣物は分離される。
尚、この削りヘラGは、自動又は手動にてドラムEに接触或いは離間自在とさせてある。又、この削りヘラGの接触は、材料投入ホッパーFからの掘削混合物投下を止めた期間に行うのが便であるが、残渣物が混在しても問題ない。残渣物を落下容器Iに投下し、ドラムEの横から下部に削りヘラGを接離自在とし、Fsを落下容器Hに収容することも出来る。
The excavation mixture is charged into the material charging hopper F and flows down along the surface of the drum E. Fs is attracted to the drum E by the magnetic force inside the drum E, and is shaved by the shaving spatula G, and Fs falls to the dropping container I. The residue falls into the dropping container H. In this way, Fs and the residue are separated.
The shaving spatula G can be brought into contact with or separated from the drum E automatically or manually. Further, the contact of the cutting spatula G is conveniently performed during the period when the excavation mixture dropping from the material charging hopper F is stopped, but there is no problem even if the residue is mixed. The residue can be dropped into the dropping container I, scraped from the side to the bottom of the drum E so that the spatula G can be freely contacted and separated, and Fs can be accommodated in the dropping container H.

液比重2.0粘度、200mPasの安定液を得るために、Fs材料として、比重5.1、粒径100μm以下、粒径50μm以下50%以上を、混合量1mに対して、Fs1250kg、水746kg、ポリマー(RB−35)を2.4kg、ベントナイト25kg、(メッシュ300)を混合し、安定液を製造した。
安定液の比重は、2.02であり、粘度は153mPasであった。簡易圧力計による3kg/cm,30分間加圧後の浸潤液量は15.4ml、ph=10.5、マッドケーキ厚は0.43cmであった。
In order to obtain a stable liquid having a liquid specific gravity of 2.0 viscosity and 200 mPas, a Fs material having a specific gravity of 5.1, a particle size of 100 μm or less, a particle size of 50 μm or less, 50% or more, a mixing amount of 1 m 3 , Fs of 1250 kg, water 746 kg, 2.4 kg of polymer (RB-35), 25 kg of bentonite and (mesh 300) were mixed to produce a stable solution.
The specific gravity of the stabilizer was 2.02, and the viscosity was 153 mPas. The amount of infiltrate after pressurization for 30 minutes with 3 kg / cm 2 by a simple pressure gauge was 15.4 ml, ph = 10.5, and the mud cake thickness was 0.43 cm.

安定液、粒子沈降実験は、容器5cm径、100cm高のシリンダー、液比重2.0の沈降深さは、72hr経過後で10cm、168hr後で20cmであった。このように、安定液の比重が長時間確保されることが確認された。安定液使用後のFs回収には、図2のように、材料投入ホッパーFの混合物は、ドラムEでFsは磁力吸着されて、落下容器Iに落下し、混合物のFs以外の残渣物は、落下容器Hに落ちて分離される。磁力吸着には、9000ガウスの磁石を使用した。   In the stable liquid and particle sedimentation experiment, the sedimentation depth of the container having a diameter of 5 cm, a cylinder having a height of 100 cm, and a liquid specific gravity of 2.0 was 10 cm after 72 hours and 20 cm after 168 hours. As described above, it was confirmed that the specific gravity of the stabilizing liquid was ensured for a long time. For the recovery of Fs after the use of the stabilizing liquid, as shown in FIG. 2, the mixture of the material charging hopper F is magnetically adsorbed by the drum E and falls into the dropping container I, and the residue other than Fs of the mixture is It falls into the drop container H and is separated. A 9000 Gauss magnet was used for magnetic adsorption.

液比重3.0粘度、3000mPasの安定液を得るために、Fs材料として、比重6.5、粒径50μm以下を、混合量1mに対して、Fs2343kg、水629kg、ポリマー(RB−35)を3.13kg、ベントナイト31.25kg(メッシュ300)を混合し、安定液を製造した。
安定液の比重は、3.0であり、粘度は2950mPasであった。簡易圧力計による3kg/cm,30分間加圧後の浸潤液量は3.0ml、ph=10.5、マッドケーキ厚は0.36cmであった。
In order to obtain a stable liquid having a liquid specific gravity of 3.0 viscosity and 3000 mPas, the Fs material has a specific gravity of 6.5 and a particle size of 50 μm or less, a mixing amount of 1 m 3 , Fs 2343 kg, water 629 kg, polymer (RB-35) Was mixed with 3.13 kg of bentonite and 31.25 kg of bentonite (mesh 300) to produce a stable liquid.
The specific gravity of the stabilizer was 3.0 and the viscosity was 2950 mPas. The amount of infiltrate after pressurization at 3 kg / cm 2 for 30 minutes with a simple pressure gauge was 3.0 ml, ph = 10.5, and the mud cake thickness was 0.36 cm.

安定液、粒子沈降実験は、容器5cm径、100cm高のシリンダー、液比重3.0の沈降深さは、72hr経過後で10cm、168hr後で20cmであった。このように、安定液の比重が長時間確保されることが確認された。Fs混合物の磁力回収率は90%であった。安定液使用後のFs回収には、図2のように、材料投入ホッパーFの混合物は、ドラムEでFsは磁力吸着されて、落下容器Iに落下し、混合物のFs以外の残渣物は、落下容器Hに落ちて分離される。磁力吸着には、9000ガウスの磁石を使用した。   In the stable liquid and particle sedimentation experiment, the sedimentation depth of the container having a diameter of 5 cm, a cylinder having a height of 100 cm, and a liquid specific gravity of 3.0 was 10 cm after 72 hours and 20 cm after 168 hours. As described above, it was confirmed that the specific gravity of the stabilizing liquid was ensured for a long time. The magnetic recovery rate of the Fs mixture was 90%. For the recovery of Fs after the use of the stabilizing liquid, as shown in FIG. 2, the mixture of the material charging hopper F is magnetically adsorbed by the drum E and falls into the dropping container I, and the residue other than Fs of the mixture is It falls into the drop container H and is separated. A 9000 Gauss magnet was used for magnetic adsorption.

本発明一実施例による安定液のベントナイト重量/時間の乾燥減量図FIG. 6 is a graph showing weight loss / drying of bentonite in a stable solution according to an embodiment of the present invention. 本発明一実施例を示すFsと土砂混合物の分離機構の概略図Schematic of separation mechanism of Fs and earth and sand mixture showing one embodiment of the present invention 本発明一実施例による安定液の粘度/液比重の関係図FIG. 4 is a relationship diagram of viscosity / liquid specific gravity of a stable liquid according to an embodiment of the present invention 本発明一実施例による安定液の粘度/粒径の関係図FIG. 5 is a relationship diagram of viscosity / particle size of a stabilizer according to an embodiment of the present invention.

E 鋼製ドラム
F 材料投入ホッパー
G 削りヘラ
H 落下容器
I 落下容器
A 10%ベントナイト
B 5%ベントナイト
C ベントナイト重量
D 時間
J 粘度
K 液比重
L 粘度/液比重
M 粒径
N 粘度/粒径
E Steel drum F Material input hopper G Shaving spatula H Dropping container I Dropping container A 10% bentonite B 5% bentonite C Bentonite weight D Time J Viscosity K Liquid specific gravity L Viscosity / liquid specific gravity M Viscosity / particle diameter

Claims (10)

掘削工法等において使用される安定液であって、磁力によって吸着できる磁性体を混入して、安定液比重を1.01〜3.0に保持することを特徴とする高比重安定液。   A high-specific gravity stable liquid that is used in excavation methods and the like, and that contains a magnetic substance that can be adsorbed by a magnetic force to maintain the specific gravity of the stable liquid at 1.01 to 3.0. 磁力によって吸着できる磁性体は、鉄粉であることを特徴とする請求項1に記載の高比重安定液。   The high specific gravity stabilizing liquid according to claim 1, wherein the magnetic substance that can be adsorbed by magnetic force is iron powder. 磁力によって吸着できる磁性体は、フェロアロイであることを特徴とする請求項1に記載の高比重安定液。   The high specific gravity stable liquid according to claim 1, wherein the magnetic substance that can be adsorbed by magnetic force is ferroalloy. 磁力によって吸着できる磁性体は、フェロシリコンであることを特徴とする請求項1又は3に記載の高比重安定液。   4. The high specific gravity stabilizing liquid according to claim 1, wherein the magnetic substance that can be adsorbed by a magnetic force is ferrosilicon. 掘削工法において使用される安定液であって、混合量1mに対しフェロシリコン又は鉄粉1000kg〜3000kg、水500kg〜1000kg、ポリマー1〜5kgを含有することを特徴とする請求項1に記載の磁力によって吸着できる磁性体は、フェロアロイである鉄粉であることを特徴とする高比重安定液。 It is a stable liquid used in the excavation method, and contains ferrosilicon or iron powder 1000 kg to 3000 kg, water 500 kg to 1000 kg, and polymer 1 to 5 kg with respect to the mixed amount 1 m 3 . A high specific gravity stabilizing liquid characterized in that the magnetic substance that can be adsorbed by magnetic force is iron powder that is ferroalloy. 安定液に使用される成分の粒径は、最大100μm以下で50μm径以下粒子を50%以上含有することを特徴とする請求項5に記載の高比重安定液。   6. The high specific gravity stable liquid according to claim 5, wherein a particle size of a component used in the stable liquid is 100 μm or less at a maximum and contains 50% or more particles having a diameter of 50 μm or less. 安定液の粘度は、3000mPas以下であることを特徴とする請求項5又は6に記載の高比重安定液。   7. The high specific gravity stabilizer according to claim 5, wherein the viscosity of the stabilizer is 3000 mPas or less. 請求項1から7の高比重安定液を掘削孔内に供給し、掘削作業を行うことを特徴とする掘削工法。   An excavation method characterized in that excavation work is performed by supplying the high specific gravity stabilizing liquid according to claim 1 into an excavation hole. 安定液内の磁力によって吸着出来る磁性体は、磁力により回収し、繰り返し使用することを特徴とする請求項8に記載の掘削工法。   The excavation method according to claim 8, wherein the magnetic substance that can be adsorbed by the magnetic force in the stable liquid is recovered by the magnetic force and repeatedly used. 使用した安定液は、回転ドラムにて磁性体を吸着し、他の土砂混合物と分離することを特徴とする請求項9に記載の掘削工法。 The excavation method according to claim 9, wherein the used stabilizing liquid adsorbs a magnetic substance by a rotating drum and separates it from other earth and sand mixture.
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