JP2007009422A - Chemical injection construction method and chemical injector - Google Patents

Chemical injection construction method and chemical injector Download PDF

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JP2007009422A
JP2007009422A JP2005187887A JP2005187887A JP2007009422A JP 2007009422 A JP2007009422 A JP 2007009422A JP 2005187887 A JP2005187887 A JP 2005187887A JP 2005187887 A JP2005187887 A JP 2005187887A JP 2007009422 A JP2007009422 A JP 2007009422A
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chemical
injection
liquid
chemical solution
ground
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JP4587039B2 (en
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Yoichi Taji
陽一 田地
Minoru Amari
実 天利
Takamasa Kikuchi
孝眞 菊地
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a chemical injection construction method and a chemical injector for reducing cost for a ground improvement, by reducing the quantity of chemicals to be used, while maintaining the ground improvement effect. <P>SOLUTION: In this chemical injection construction method, an outer pipe 3a having a through-hole penetrating toward an outside surface from an inner surface is inserted into an injection hole 9 arranged in the ground, and an inner pipe 3b having a jetting part 3g delivering the chemicals to the tip side and having a packer 3h in an upper part and a lower part in the axial direction by sandwiching the jetting part 3g, is inserted into the outer pipe 3a, and after blocking up clearance between the outer pipe 3a and the inner pipe 3b by the packer 3h while making the depth of the through-hole and the jetting part 3g substantially coincide, the chemicals are injected into the ground via the through-hole by delivering the chemicals from the jetting part 3g. A micro-bubble generator 10 is arranged in the inner pipe 3b for including micro-bubbles while generating the micro-bubbles in the chemicals flowing in the inner pipe 3b, and the chemicals are injected into the ground including the micro-bubbles by passing through this micro-bubble generator 10. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、薬液を地盤に注入して地盤改良を行なう薬液注入工法及びこれに用いられる薬液注入装置に関する。   The present invention relates to a chemical injection method for improving the ground by injecting a chemical into the ground, and a chemical injection device used therefor.

従来、軟弱地盤や地下水帯水地盤の強度増加や不透水化などを図る地盤改良工法として、地盤の土粒子間隙中に薬液(薬液注入材)を注入する薬液注入工法が多用されている。この薬液注入工法では、これに用いる薬液として、セメント、ベントナイト、水ガラスなど種々のものが存在するが、中でも水ガラス系薬液を主体としたものが多用されている。この種の薬液を用いる薬液注入工法は、例えば主剤と、硬化剤または助剤、あるいは硬化剤と助剤(以下、硬化剤という)の配合比率を調整することで容易に硬化時間(ゲルタイム)を調整することが可能とされ、地盤の土質性状や目的に応じて多様な選択性を有することや、注入した薬液により地盤を適度な固さとすることができ、例えば改良後に地盤を掘削する場合など好適に掘削できることや、薬液の注入に要する機械設備が小型で、狭所や高さ制限のある場所での施工性がよいことなど多くの利点を有している。   Conventionally, as a ground improvement method for increasing the strength or imperviousness of soft ground or groundwater aquifer ground, a chemical solution injection method for injecting a chemical solution (chemical solution injection material) into the soil particle gap of the ground has been frequently used. In this chemical injection method, various chemicals such as cement, bentonite, water glass, etc. exist as the chemicals used for this method, and among them, those mainly composed of water glass chemicals are frequently used. The chemical solution injection method using this type of chemical solution can easily set the curing time (gel time) by adjusting the mixing ratio of the main agent and the curing agent or auxiliary agent, or the curing agent and auxiliary agent (hereinafter referred to as curing agent), for example. It can be adjusted, has various selectivity according to the soil properties and purpose of the ground, and can make the ground to an appropriate hardness with the injected chemical solution, for example when excavating the ground after improvement It has many advantages such as being able to excavate suitably, and the mechanical equipment required for injecting the chemical solution is small, and the workability in a narrow place or a place with a height restriction is good.

このような薬液注入工法は、薬液を地盤内に注入する方法の違いにより、1ショット方式と1.5ショット方式と2ショット方式とに区別される。また、地盤内に建て込まれ地盤の所定深度に薬液を送るための注入管の違いにより、二重管ストレーナ方式とダブルパッカー方式とに区別される。   Such a chemical solution injection method is classified into a one-shot method, a 1.5-shot method, and a two-shot method depending on the method of injecting the chemical solution into the ground. In addition, a double-pipe strainer method and a double-packer method are distinguished depending on the difference in the injection pipe that is built in the ground and sends the chemical solution to a predetermined depth of the ground.

ここで、1ショット方式とは、主剤と硬化剤を所定の配合比率で薬液ミキサーによって予め撹拌混合しておき、主剤と硬化剤を混合した1液状態の薬液を圧送して地盤に注入するものである。これに対し、1.5ショット方式は、主剤と硬化剤とを送液ポンプで個別に注入管に送り注入管の頭部で2液を合わせ、混合された薬液を注入管の先端から吐出して地盤に注入するものである。また、2ショット方式とは、1.5ショット方式と同様に、主剤と硬化剤とを送液ポンプで個別に注入管に送り、注入管の先端から吐出される瞬間に2液を合わせて混合するものである。   Here, the one-shot method is a method in which the main agent and the curing agent are previously agitated and mixed by a chemical mixer at a predetermined blending ratio, and a one-component chemical solution in which the main agent and the curing agent are mixed is pumped and injected into the ground. It is. On the other hand, in the 1.5 shot system, the main agent and the curing agent are individually sent to the injection pipe by the liquid feed pump, the two liquids are combined at the head of the injection pipe, and the mixed chemical solution is discharged from the tip of the injection pipe. To be injected into the ground. Also, the 2-shot method is similar to the 1.5-shot method, in which the main agent and the curing agent are individually sent to the injection tube by the liquid feed pump, and the two liquids are combined and mixed at the moment when they are discharged from the tip of the injection tube. To do.

一方、二重管ストレーナ方式とは、外管と内管とを備える注入管(二重管ロッド)を使用して所定深度まで地盤を削孔した後に、外管と内管のそれぞれの内孔部分から主剤と硬化剤を送液するもので、1.5ショットまたは2ショット方式で用いられている。これに対し、ダブルパッカー方式では、地盤をケーシング削孔した後に、軸方向に所定間隔をもって複数の貫通孔が形成された外管をケーシング内に挿入し、薬液を吐出する噴出部を先端に有し噴出部を挟んで軸方向上下にパッカーが設けられた内管を外管内に挿入する。そして、貫通孔と噴出部の深度を一致させて上下のパッカーで外管と内管との隙間を閉塞しつつ貫通孔と噴出部とを一つの空間内に位置させる。このダブルパッカー方式は、噴出部から薬液を吐出し貫通孔を通じて地盤に薬液を注入するものであり、1ショット方式で用いられている。ダブルパッカー方式を用いた場合には、地盤の所定深度毎に複数の貫通孔を形成しておき噴出部を順に各貫通孔に一致させつつ注入を行なうことで、深度方向の地盤に順次薬液を注入することが可能とされる(例えば、特許文献1参照)。
特開平9−3868号公報
On the other hand, the double tube strainer method uses an injection tube (double tube rod) having an outer tube and an inner tube, and after drilling the ground to a predetermined depth, each inner hole of the outer tube and the inner tube The main agent and the curing agent are fed from the portion, and are used in a 1.5-shot or 2-shot system. On the other hand, in the double packer method, after drilling the ground into the casing, an outer tube having a plurality of through holes formed in the axial direction with a predetermined interval is inserted into the casing, and a jet part for discharging a chemical solution is provided at the tip. An inner tube provided with packers on the upper and lower sides in the axial direction across the jetting portion is inserted into the outer tube. And the depth of a through-hole and an ejection part is made to correspond, and a through-hole and an ejection part are located in one space, obstruct | occluding the clearance gap between an outer tube | pipe and an inner tube with an upper and lower packer. This double packer method is a one-shot method in which a chemical solution is discharged from an ejection part and injected into the ground through a through hole. In the case of using the double packer method, a plurality of through holes are formed at predetermined depths of the ground, and injection is performed while sequentially aligning the ejection portions with the respective through holes, so that the chemical solution is sequentially applied to the ground in the depth direction. It is possible to inject (for example, refer to Patent Document 1).
JP-A-9-3868

しかしながら、従来の薬液注入工法は、前述した通り非常に優れた特長を有している反面、薬液のコストが高いという問題があった。このため、薬液注入による地盤改良効果を維持しつつ薬液の使用量を少なくして地盤改良に係るコストの低減を図ることが強く望まれていた。   However, the conventional chemical solution injection method has a very excellent feature as described above, but has a problem that the cost of the chemical solution is high. For this reason, it has been strongly desired to reduce the cost related to the ground improvement by reducing the amount of the chemical used while maintaining the ground improvement effect by the chemical injection.

本発明は、上記事情を鑑み、地盤改良効果を維持しつつ薬液の使用量を少なくして地盤改良に係るコストの低減を図った薬液注入工法及び薬液注入装置を提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide a chemical solution injection method and a chemical solution injection device that reduce the amount of chemical solution used while maintaining the ground improvement effect and reduce the cost related to ground improvement.

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明の薬液注入工法は、薬液を貯留可能な薬液ミキサーと、地盤の所定深度に前記薬液を吐出するための注入管と、前記薬液ミキサー及び前記注入管に送液ポンプを介して接続され前記薬液ミキサーから前記注入管に前記薬液を送る注入ホースとからなる送液回路を備える薬液注入装置を用いて、前記薬液を前記地盤に注入し地盤改良を行う薬液注入工法において、前記送液回路内に、前記薬液に空気を供給する空気供給手段と、該空気供給手段によって供給された前記空気を微細化して前記薬液に微細気泡を包含させる微細気泡発生装置とを設け、前記微細気泡を包含した薬液を前記地盤に注入することを特徴とする。   The chemical injection method of the present invention includes a chemical mixer capable of storing a chemical, an injection pipe for discharging the chemical to a predetermined depth of the ground, and connected to the chemical mixer and the injection pipe via a liquid feed pump. In a chemical injection method for improving the ground by injecting the chemical into the ground, using a chemical injection device comprising a liquid supply circuit comprising an injection hose for supplying the chemical from the chemical mixer to the injection tube, in the liquid supply circuit And an air supply means for supplying air to the chemical liquid, and a fine bubble generator for making the air supplied by the air supply means fine so as to include fine bubbles in the chemical liquid. A chemical solution is injected into the ground.

また、本発明の薬液注入工法は、地盤に設けた注入孔内に、内面から外面に向けて貫通する貫通孔を備えた外管を挿入するとともに、該外管内に、先端側に薬液を吐出する噴出部を備え該噴出部を挟んで軸方向の上方と下方とにパッカーを備えた内管を挿入し、前記貫通孔と前記噴出部の深度を略一致させつつ前記パッカーで前記外管と前記内管との隙間を閉塞した後に、前記薬液を前記噴出部から吐出し前記貫通孔を通じて前記地盤に注入する薬液注入工法において、前記内管を流通する前記薬液に微細気泡を生じさせつつ包含させる微細気泡発生装置が前記内管に設けられ、該微細気泡発生装置を通過して前記微細気泡を包含した前記薬液を前記地盤に注入することを特徴とする。   Further, the chemical solution injection method of the present invention inserts an outer tube having a through-hole penetrating from the inner surface toward the outer surface into the injection hole provided in the ground, and discharges the chemical solution to the distal end side in the outer tube. An inner tube with a packer inserted in the upper and lower portions in the axial direction across the jet portion, and the outer tube with the packer while substantially matching the depth of the through hole and the jet portion. In the chemical injection method for discharging the chemical liquid from the ejection part and injecting the chemical liquid into the ground through the through hole after closing the gap with the inner pipe, the chemical liquid flowing through the inner pipe is included while generating fine bubbles. A fine bubble generating device is provided in the inner pipe, and the chemical solution containing the fine bubbles is injected into the ground through the fine bubble generating device.

本発明の薬液注入装置は、薬液を貯留可能な薬液ミキサーと、地盤の所定深度に前記薬液を吐出するための注入管と、前記薬液ミキサーと前記注入管とに送液ポンプを介しつつ接続されて前記薬液ミキサーから前記注入管に前記薬液を送る注入ホースとからなる送液回路を備える薬液注入装置において、前記送液回路内に、前記薬液に空気を供給する空気供給手段と、該空気供給手段によって供給された前記空気を微細化して前記薬液に微細気泡を包含させる微細気泡発生装置とが設けられていることを特徴とする。   The chemical injection device of the present invention is connected to a chemical mixer capable of storing a chemical, an injection pipe for discharging the chemical to a predetermined depth of the ground, and the chemical mixer and the injection pipe through a liquid feed pump. In the chemical liquid injection device comprising a liquid supply circuit comprising an injection hose for supplying the chemical liquid from the chemical liquid mixer to the injection pipe, air supply means for supplying air to the chemical liquid in the liquid supply circuit, and the air supply A fine bubble generating device is provided that refines the air supplied by the means and includes the fine bubbles in the chemical solution.

また、本発明の薬液注入装置は、内面から外面に向けて貫通する貫通孔を備えた外管と、先端に薬液を吐出する噴出部を有し該噴出部を挟んで軸方向の上方と下方とにパッカーを備えた内管とを備える薬液注入装置において、前記内管を流通する前記薬液に微細気泡を生じさせつつ包含させる微細気泡発生装置が前記内管に設けられていることを特徴とする。   Further, the chemical injection device of the present invention has an outer tube having a through-hole penetrating from the inner surface toward the outer surface, and a jet part for discharging the chemical liquid at the tip, and the upper and lower sides in the axial direction across the jet part. In the chemical solution injection device comprising an inner tube provided with a packer, a fine bubble generating device is provided in the inner tube for inclusion while generating fine bubbles in the chemical solution flowing through the inner tube. To do.

また、本発明の薬液注入装置においては、前記微細気泡発生装置が、略筒状に形成されており、前記薬液が流通する内孔に、前記内管の内径よりも内径が小径の小径部を備えるとともに該小径部から前記薬液の流通方向に向けて前記内径が漸次大となる拡径部を備えていることが望ましい。   Further, in the chemical solution injection device of the present invention, the fine bubble generating device is formed in a substantially cylindrical shape, and a small diameter portion whose inner diameter is smaller than the inner diameter of the inner tube is formed in an inner hole through which the chemical solution flows. It is desirable to provide a diameter-enlarged portion that gradually increases from the small-diameter portion toward the flow direction of the chemical solution.

さらに、本発明の薬液注入装置においては、前記微細気泡発生装置が、略筒状に形成されており、該微細気泡発生装置の内孔に予め空気を混入した前記薬液が流通するとともに前記空気と前記薬液の二層旋回流を発生させる旋回流発生部材と、前記二層旋回流とされた前記空気と前記薬液とを衝突させる衝突体とを備えていてもよい。   Furthermore, in the chemical solution injection device of the present invention, the fine bubble generating device is formed in a substantially cylindrical shape, and the chemical solution mixed with air in advance in the inner hole of the fine bubble generating device is circulated. You may provide the swirl | flow flow generation | occurrence | production member which generates the two-layer swirl | vortex flow of the said chemical | medical solution, and the collision body which collides the said air made into the said two-layer swirl | vortex and the said chemical | medical solution.

本発明の薬液注入工法及び薬液注入装置によれば、空気供給手段及び微細気泡発生装置を薬液の送液回路内に設けることによって、薬液に微細気泡を包含させることが可能となり、この微細気泡を含む薬液を地盤に注入することで、土粒子間隙中に薬液と微細気泡とを混在させることが可能となる。また、土粒子間隙中に微細気泡が混在することによって、地盤を不飽和状態にすることができるため、従来の土粒子間隙中に薬液が飽和されるものと比較して、地盤の強度を増大させることができる。よって、従来に比べて少ない薬液使用量で地盤の設計強度を確保することが可能となり、薬液注入工法の単位土量あたりのコストを低減することが可能となる。   According to the chemical solution injection method and the chemical solution injection device of the present invention, by providing the air supply means and the fine bubble generating device in the chemical solution feeding circuit, the chemical solution can include fine bubbles. By injecting the contained chemical into the ground, it is possible to mix the chemical and fine bubbles in the soil particle gap. In addition, the presence of fine bubbles in the soil particle gap can make the ground unsaturated, increasing the strength of the ground compared to the conventional chemical solution saturated in the soil particle gap. Can be made. Therefore, it becomes possible to secure the design strength of the ground with a smaller amount of chemical solution used than before, and it is possible to reduce the cost per unit soil volume of the chemical solution injection method.

本発明の薬液注入工法及び薬液注入装置によれば、噴出部を挟んで軸方向の上方と下方とにパッカーを備えた内管に微細気泡発生装置が設けられていることによって、内管を流通する薬液に微細気泡を包含させることが可能となり、この微細気泡を含む薬液を地盤に注入することで、土粒子間隙中に薬液と微細気泡とを混在させることが可能となる。   According to the chemical solution injection method and the chemical solution injection device of the present invention, the microbubble generator is provided in the inner tube having the packer on the upper and lower sides in the axial direction across the ejection part, thereby circulating the inner tube. It is possible to include fine bubbles in the chemical solution to be injected, and by injecting the chemical solution containing the fine bubbles into the ground, the chemical solution and the fine bubbles can be mixed in the soil particle gap.

また、本発明の薬液注入装置においては、微細気泡発生装置がその内孔に小径部と拡径部を備えることによって、予め空気が混入された薬液が微細気泡発生装置の小径部を通過する際に薬液に加圧力が負荷され空気を薬液中に溶解させることができる。そして、この空気が溶解した薬液が拡径部を通過することで減圧され、この減圧に伴って薬液中に溶解した空気を過飽和状態にすることができ、薬液に微細気泡を発生させて包含させることが可能となる。   Moreover, in the chemical injection device of the present invention, when the fine bubble generating device includes the small diameter portion and the large diameter portion in the inner hole, when the chemical solution mixed with air in advance passes through the small diameter portion of the fine bubble generating device. In addition, pressure is applied to the chemical solution, and air can be dissolved in the chemical solution. Then, the chemical solution in which the air is dissolved is decompressed by passing through the enlarged diameter portion, and the air dissolved in the chemical solution can be brought into a supersaturated state along with the decompression, and fine bubbles are generated and included in the chemical solution. It becomes possible.

さらに、本発明の薬液注入装置においては、前記微細気泡発生装置が、旋回流発生部材と衝突体とを備えていることにより、旋回流発生部材で、予め空気を混入した薬液に二層旋回流を発生させることができ、二層旋回流とされた空気と薬液を衝突体に衝突させることで空気を粉砕して微細化することができる。これにより、薬液に微細気泡を包含させることが可能となる。   Furthermore, in the chemical solution injection device of the present invention, the fine bubble generating device includes the swirl flow generating member and the collision body, so that the swirl flow generating member is a two-layer swirl flow in the chemical solution mixed with air in advance. The air can be pulverized and refined by colliding the air and the chemical liquid that have been made into the two-layer swirl flow with the collision body. Thereby, it becomes possible to include fine bubbles in the chemical solution.

以下、図1から図4を参照し、本発明の第1実施形態に係る薬液注入工法及び薬液注入装置について説明する。本実施形態は、例えば水ガラス系薬液(薬液)を地盤に注入して地盤改良を行なう薬液注入工法及びこれに使用される薬液注入装置に関するものであり、特に薬液に微細気泡を生じさせつつ包含させて、ダブルパッカー方式を用い1ショット方式で地盤に注入する薬液注入工法及び薬液注入装置に関するものである。   Hereinafter, with reference to FIG. 1 to FIG. 4, a chemical solution injection method and a chemical solution injection device according to a first embodiment of the present invention will be described. The present embodiment relates to a chemical solution injection method for improving the ground by injecting, for example, a water glass-based chemical solution (chemical solution) into the ground, and a chemical solution injection device used for the method, and particularly includes while generating fine bubbles in the chemical solution. The present invention relates to a chemical injection method and a chemical injection device for injecting into the ground by a one-shot method using a double packer method.

本実施形態の薬液注入装置1は、図1から図2に示すように、所定の水ガラス濃度に調整した主剤と、所定の濃度に調整した硬化剤または助剤あるいは硬化剤と助剤(以下、これらを総称して硬化剤という)とを混合して製造された薬液を貯留する薬液タンク2aを備えた薬液ミキサー2と、外管3aと内管3bの2つの管からなる注入管3と、薬液ミキサー2の薬液タンク2aと注入管3の内管3bとに接続された注入ホース4と、薬液ミキサー2の薬液タンク2aから注入ホース4を介して内管3bに薬液を送液する送液ポンプ5とが主な構成要素とされている。ここで、薬液ミキサー2と注入管3と注入ホース4と送液ポンプ5とは、薬液が流通する送液回路6を構成する。また、本実施形態では、薬液の主剤は水ガラスとされ、硬化剤は例えば水溶性の無機酸、有機酸、塩類、エステル類、アルデヒドなどとされる。   As shown in FIG. 1 to FIG. 2, the chemical liquid injector 1 of the present embodiment includes a main agent adjusted to a predetermined water glass concentration, and a curing agent or auxiliary agent adjusted to a predetermined concentration, or a curing agent and auxiliary agent (hereinafter referred to as “a curing agent”). A chemical liquid mixer 2 having a chemical liquid tank 2a for storing a chemical liquid produced by mixing them together, and an injection tube 3 composed of two tubes, an outer tube 3a and an inner tube 3b. The injection hose 4 connected to the chemical solution tank 2a of the chemical solution mixer 2 and the inner tube 3b of the injection tube 3 and the sending of the chemical solution from the chemical solution tank 2a of the chemical solution mixer 2 to the inner tube 3b via the injection hose 4 The liquid pump 5 is a main component. Here, the chemical liquid mixer 2, the injection tube 3, the injection hose 4, and the liquid supply pump 5 constitute a liquid supply circuit 6 through which the chemical liquid flows. In the present embodiment, the main component of the chemical solution is water glass, and the curing agent is, for example, a water-soluble inorganic acid, organic acid, salt, ester, aldehyde, or the like.

外管3aは、図2に示すように、内面3cから外面3dに向けて貫通し軸線O1方向(軸方向)に所定間隔をもって並設された複数の貫通孔3eと各貫通孔3eをそれぞれ覆うように外面3dに装着された弾性スリーブ3fとを有するものとされている。一方、内管3bは、先端側に薬液を吐出する噴出部3gを有しこの噴出部3gを挟むように軸O1方向の上方と下方とにそれぞれ設けられたパッカー3hを有するものとされている。また、内管3bには、上方のパッカー3hよりも上方に位置する部分(薬液の流通方向上流側)に微細気泡発生装置10が介装されている。   As shown in FIG. 2, the outer tube 3a penetrates from the inner surface 3c toward the outer surface 3d and covers each of the through holes 3e and the through holes 3e that are arranged in parallel in the direction of the axis O1 (axial direction) at a predetermined interval. Thus, the elastic sleeve 3f is attached to the outer surface 3d. On the other hand, the inner tube 3b has an ejection portion 3g that discharges a chemical solution on the distal end side, and has packers 3h provided respectively above and below the axis O1 so as to sandwich the ejection portion 3g. . Further, in the inner tube 3b, a fine bubble generating device 10 is interposed in a portion (upstream side in the chemical flow direction) located above the upper packer 3h.

この微細気泡発生装置10は、図2及び図3に示すように、略円筒状に形成され、上端10aと下端10bとに外面10cに直交する方向に延出するリング状のフランジ部10dが設けられている。微細気泡発生装置10は、このフランジ部10dが、注入管3の内管3bの端部に形成されたリング状のフランジ部3iにボルトで締結されて内管3bと一体とされている。また、内管3bに介装された状態で、微細気泡発生装置10は、軸線O1が内管3bの軸線O1と一致し、内管3bと微細気泡発生装置10の互いの内孔が連通している。   As shown in FIGS. 2 and 3, the microbubble generator 10 is formed in a substantially cylindrical shape, and is provided with a ring-shaped flange portion 10d extending in a direction orthogonal to the outer surface 10c at an upper end 10a and a lower end 10b. It has been. In the fine bubble generating device 10, the flange portion 10d is fastened with a bolt to a ring-shaped flange portion 3i formed at the end of the inner tube 3b of the injection tube 3, and is integrated with the inner tube 3b. Further, in the state of being interposed in the inner tube 3b, the fine bubble generating device 10 has the axis O1 coincident with the axis O1 of the inner tube 3b, and the inner holes of the inner tube 3b and the fine bubble generating device 10 communicate with each other. ing.

また、この微細気泡発生装置10は、その内孔がベンチュリー管のような形状を呈している。すなわち、内管3bと略同一の内径で形成されこの内径を維持しつつ微細気泡発生装置10の上端10aから下端10bに向けて延びる第1内孔10eと、第1内孔10eの下端10b側の端部10fから微細気泡発生装置10の下端10bまで延びる第2内孔10gとから構成されている。第2内孔10gは、上端10a側の一端が第1内孔10eの内径を縮径した状態で第1内孔10eと接続されており、この小径部分が小径部10hとされている。また、第2内孔10gは、一端から他端までの部分が、薬液の流通方向Tに向けて漸次径が大となるように形成されており、この部分が拡径部10iとされている。また、このとき、拡径部10iの他端の内径は、第1内孔10e及び下端10bと接続される内管3bの内径と略同一とされている。   Moreover, this fine bubble generator 10 has an inner hole shaped like a Venturi tube. That is, the first inner hole 10e formed with substantially the same inner diameter as the inner tube 3b and extending from the upper end 10a to the lower end 10b of the fine bubble generator 10 while maintaining this inner diameter, and the lower end 10b side of the first inner hole 10e The second inner hole 10g extending from the end portion 10f to the lower end 10b of the fine bubble generating device 10 is configured. The second inner hole 10g is connected to the first inner hole 10e in a state where one end on the upper end 10a side is reduced in inner diameter of the first inner hole 10e, and the small diameter portion is a small diameter portion 10h. Further, the second inner hole 10g is formed such that a portion from one end to the other end gradually increases in diameter toward the flow direction T of the chemical solution, and this portion is an enlarged diameter portion 10i. . At this time, the inner diameter of the other end of the enlarged diameter portion 10i is substantially the same as the inner diameter of the inner tube 3b connected to the first inner hole 10e and the lower end 10b.

注入ホース4は、図1に示すように、一端が薬液ミキサー2の薬液タンク2aに接続され、他端が注入管3の内管3bと接続されている。また、注入ホース4の一端と他端との間に、薬液タンク2aに貯留された薬液を内管3bに送液するための送液ポンプ5が介在されており、さらに、他端と送液ポンプ5の間には、注入ホース4を流通する薬液の流量と送液時の圧力とを計測するための流量計7が設置されている。また、送液ポンプ5には、注入ホース4を流通する薬液に所定量の空気を混入するための空気調整弁(空気供給手段)8が設けられている。   As shown in FIG. 1, the injection hose 4 has one end connected to the chemical tank 2 a of the chemical mixer 2 and the other end connected to the inner pipe 3 b of the injection pipe 3. Further, a liquid feed pump 5 for feeding the chemical liquid stored in the chemical liquid tank 2a to the inner tube 3b is interposed between one end and the other end of the injection hose 4, and further, the other end and the liquid feed. Between the pumps 5, a flow meter 7 is installed for measuring the flow rate of the chemical solution flowing through the injection hose 4 and the pressure at the time of liquid feeding. Further, the liquid feed pump 5 is provided with an air regulating valve (air supply means) 8 for mixing a predetermined amount of air into the chemical liquid flowing through the injection hose 4.

ついで、上記の構成からなる薬液注入装置1を用いて地盤の土粒子間隙中に薬液を1ショット方式で注入する方法について説明する。   Next, a method for injecting a chemical solution into the gap between soil particles in the ground using the chemical solution injection device 1 having the above-described configuration will be described.

はじめに、図1から図2に示すように、所定深度まで地盤をケーシングで削孔して注入孔9を形成する。削孔完了後、ケーシング内に例えばセメントとベントナイトと水の混合液(CB)などのスリーブ材を充填する。このスリーブ材は、注入孔9と注入管3の外管3aとの間隙を間詰めするためのものであり、外管3aの貫通孔3eから吐出された薬液が目標とする地盤領域外に逸走するのを防止するためのものである。ついで、スリーブ材が充填されたケーシング内に外管3aを挿入してケーシングを取り除く。これにより、外管3aと注入孔9の内壁との間にスリーブ材が満たされて注入孔9の内壁の崩落が生じることなく外管3aが建て込まれる。ちなみに、この段階では、外管3aの軸O1方向に並設された複数の貫通孔3eが弾性スリーブ3fで覆われているため、外管3a内にスリーブ材が流入したり、貫通孔3eが閉塞されることがないものとされる。   First, as shown in FIGS. 1 to 2, the ground is drilled with a casing to a predetermined depth to form an injection hole 9. After completion of the drilling, a sleeve material such as a mixed solution (CB) of cement, bentonite and water is filled in the casing. This sleeve material is for filling the gap between the injection hole 9 and the outer tube 3a of the injection tube 3, and the chemical solution discharged from the through hole 3e of the outer tube 3a escapes outside the target ground region. It is for preventing it from doing. Next, the outer tube 3a is inserted into the casing filled with the sleeve material, and the casing is removed. Thereby, the sleeve material is filled between the outer tube 3a and the inner wall of the injection hole 9, and the outer tube 3a is built without causing the inner wall of the injection hole 9 to collapse. Incidentally, at this stage, since the plurality of through holes 3e arranged in parallel in the direction of the axis O1 of the outer tube 3a are covered with the elastic sleeve 3f, the sleeve material flows into the outer tube 3a or the through holes 3e are formed. It will not be blocked.

ついで、外管3a内に内管3bを挿入する。このとき、目標注入位置にある外管3aの貫通孔3eを挟む軸O1方向の上下位置にパッカー3hがそれぞれ配置されるように挿入し、パッカー3hを拡張することで貫通孔3eを挟む上下を閉塞する。この段階で、対象となる地盤内に一次注入を行なう。この一次注入は、後述する二次注入によって薬液が地盤内に均一に浸透してゆくように、注入孔9近傍の地盤の均一化を図るために行なわれるもので、例えばCBなどが注入される。この一次注入では、パッカー3hで閉塞した空間に位置する内管3bの噴出部3gから吐出したCBが外管3aの貫通孔3eを通り、弾性スリーブ3fを押し広げつつ地盤に吐出される。これにより、CBが注入孔9近傍の地盤に注入される。この操作を外管3aの軸O1方向に形成された他の貫通孔3eの設置位置で順次行ってゆき一次注入が完了する。   Next, the inner tube 3b is inserted into the outer tube 3a. At this time, the packer 3h is inserted so as to be arranged at the upper and lower positions in the direction of the axis O1 sandwiching the through hole 3e of the outer tube 3a at the target injection position, and the packer 3h is expanded so that the upper and lower positions sandwiching the through hole 3e. Block. At this stage, primary injection is performed in the target ground. This primary injection is performed in order to make the ground in the vicinity of the injection hole 9 uniform so that the chemical solution uniformly penetrates into the ground by the secondary injection described later. For example, CB or the like is injected. . In this primary injection, CB discharged from the ejection portion 3g of the inner tube 3b located in the space closed by the packer 3h passes through the through hole 3e of the outer tube 3a and is discharged to the ground while expanding the elastic sleeve 3f. Thereby, CB is injected into the ground near the injection hole 9. This operation is sequentially performed at the installation positions of other through holes 3e formed in the direction of the axis O1 of the outer tube 3a, and the primary injection is completed.

一次注入が完了した後に、二次注入として薬液の注入を行なう。この二次注入で注入する薬液は、はじめに、薬液ミキサー2で主剤と硬化剤とを所定の濃度となるように撹拌混合して薬液タンク2aに貯留する。この段階で、一次注入と同様に外管3a内に内管3bを挿入し、貫通孔3eを挟む軸O1方向の上下位置にパッカー3hを設置しつつ拡張して閉塞空間内に内管3bの噴出部3gを位置させる。ついで、送液ポンプ5を駆動しつつ注入ホース4を介し注入管3の内管3bに薬液を圧送する。このとき、注入ホース4を流通する薬液の送液圧に応じて送液ポンプ5に具備された空気調整弁8が開き、注入ホース4に空気が供給され、送液ポンプ5よりも流通方向T下流側の注入ホース4を流れる薬液に所定量の空気が混入される。   After the primary injection is completed, the chemical solution is injected as a secondary injection. The chemical solution to be injected by this secondary injection is first stored in the chemical solution tank 2a after being stirred and mixed with the chemical solution mixer 2 so that the main agent and the curing agent have a predetermined concentration. At this stage, the inner tube 3b is inserted into the outer tube 3a in the same manner as the primary injection, and the packer 3h is installed at the upper and lower positions in the direction of the axis O1 across the through hole 3e to expand the inner tube 3b into the closed space. The ejection part 3g is positioned. Next, the chemical solution is pumped to the inner tube 3 b of the injection tube 3 through the injection hose 4 while driving the liquid supply pump 5. At this time, the air regulating valve 8 provided in the liquid feed pump 5 opens according to the liquid feed pressure of the chemical liquid flowing through the injection hose 4, air is supplied to the injection hose 4, and the flow direction T is higher than the liquid feed pump 5. A predetermined amount of air is mixed into the chemical flowing through the injection hose 4 on the downstream side.

空気が混入された薬液は、注入管3の内管3bに送液されて微細気泡発生装置10を通過する。このとき、微細気泡発生装置10の第2内孔10gに、微細気泡発生装置10の上端10a側が内管3bや第1内孔10eの内径より縮径された小径部10hを備えているため、薬液は小径部10hに流通されるとともに急激に加圧され、この加圧により、薬液に混入した空気が薬液中に溶解される。さらに、第2内孔10gには、流通方向Tに向けてその内径が漸次大となるように形成された拡径部10iが小径部10hに連続して形成されているため、薬液が拡径部10iを下端10b側に向けて流通するとともに小径部10hで負荷された加圧力が徐々に小さくなってゆく。この流通に伴う減圧によって薬液に溶解した空気が過飽和状態となり薬液中で微細気泡として出現し包含されることとなる。ここで、このように薬液中に包含された微細気泡は、その径が数μm〜数十μmの微細気泡とされている。   The chemical solution mixed with air is sent to the inner tube 3 b of the injection tube 3 and passes through the fine bubble generating device 10. At this time, the second inner hole 10g of the fine bubble generating device 10 is provided with a small diameter portion 10h whose diameter is smaller than the inner diameter of the inner tube 3b or the first inner hole 10e on the upper end 10a side of the fine bubble generating device 10. The chemical liquid is circulated through the small-diameter portion 10h and rapidly pressurized, and the air mixed in the chemical liquid is dissolved in the chemical liquid by this pressurization. Further, the second inner hole 10g is formed with an enlarged diameter portion 10i formed so that its inner diameter gradually increases in the flow direction T, and is continuously formed with the small diameter portion 10h. As the portion 10i flows toward the lower end 10b, the pressure applied by the small diameter portion 10h gradually decreases. The air dissolved in the chemical liquid is supersaturated by the decompression accompanying this circulation, and appears and is contained as fine bubbles in the chemical liquid. Here, the fine bubbles included in the chemical solution in this way are fine bubbles having a diameter of several μm to several tens of μm.

そして、この微細気泡が包含された薬液は噴出部3gから吐出される。吐出した薬液は、外管3aの貫通孔3eを通り、弾性スリーブ3fを押し広げつつ吐出され地盤に浸透する。ここで、微細気泡の径が数μm〜数十μmと非常に微小であるため、薬液中での滞留時間が長く、薬液が地盤に注入されることによって微細気泡が消泡されることがないものとされる。地盤に注入された薬液は、所定の時間が経過した段階でゲル化して固化され、これにより、地盤の強度や遮水性の向上が図られる。   And the chemical | medical solution in which this fine bubble was included is discharged from the ejection part 3g. The discharged chemical solution passes through the through hole 3e of the outer tube 3a, is discharged while spreading the elastic sleeve 3f, and penetrates into the ground. Here, since the diameter of the fine bubbles is very small, from several μm to several tens of μm, the residence time in the chemical solution is long, and the fine bubbles are not defoamed when the chemical solution is injected into the ground. It is supposed to be. The chemical solution injected into the ground is gelated and solidified after a predetermined time has elapsed, thereby improving the strength of the ground and the water-imperviousness.

本実施形態においては、地盤の土粒子間隙中に注入された薬液に微細気泡が包含されているため、土粒子間隙を埋めたゲルに微細気泡が混在され、単位土量当たりの薬液使用量が微細気泡の体積分だけ、従来の薬液と比較して少ない量とされる。   In the present embodiment, since the fine bubbles are included in the chemical solution injected into the soil particle gap of the ground, the fine bubbles are mixed in the gel filling the soil particle gap, and the amount of the chemical solution used per unit soil volume is reduced. Only the volume of fine bubbles is reduced compared to the conventional chemical solution.

ここで、本発明の実施例と従来例について試験を行なった。この試験結果として微細気泡を包含した薬液と包含しない従来の薬液とをそれぞれ注入した供試体の一軸圧縮強度と供試体の湿潤密度の関係を図4に示す。この図において実線及び破線は最小二乗法により求めた回帰直線であり、実線が実施例による微細気泡を薬液に包含させた場合の回帰直線を示し、破線が従来の薬液を用いた場合の回帰直線を示している。また、ここでは、薬液として溶液型活性シリカ注入材(商品名:パーマロックASF−N)を主剤として使用している。さらに、シリカ濃度を4%に調整することで、ゲルタイム(ゲル化するまでの時間)が1440分となるようにしている。なお、それぞれの薬液を注入した試料には豊浦標準砂を用いている。   Here, tests were conducted on the examples of the present invention and the conventional example. As a result of this test, FIG. 4 shows the relationship between the uniaxial compressive strength of the specimen into which the chemical liquid containing fine bubbles and the conventional chemical liquid not containing were injected, and the wet density of the specimen. In this figure, the solid line and the broken line are regression lines obtained by the method of least squares, the solid line indicates the regression line when the fine bubbles according to the embodiment are included in the chemical solution, and the broken line is the regression line when the conventional chemical solution is used. Is shown. Further, here, a solution type active silica injection material (trade name: Permalock ASF-N) is used as a main agent as a chemical solution. Furthermore, by adjusting the silica concentration to 4%, the gel time (time until gelation) is set to 1440 minutes. In addition, Toyoura standard sand is used for the sample into which each chemical solution was injected.

この微細気泡を包含した薬液と、従来の薬液とを用いてそれぞれ形成した供試体の一軸圧縮強度との比較により、微細気泡を包含した薬液を用いた供試体の一軸圧縮強度が、微細気泡を包含させない従来の薬液を用いた供試体に対して20〜30%大きくなることが確認された。   By comparing the uniaxial compressive strength of the test specimen formed using the chemical solution including the fine bubbles and the conventional chemical solution, the uniaxial compressive strength of the test specimen using the chemical solution including the fine bubbles is reduced. It was confirmed that the sample was 20 to 30% larger than the specimen using the conventional chemical solution that was not included.

したがって、上記の薬液注入工法及び薬液注入装置においては、注入管3に略ベンチュリー管形状の内孔を有する微細気泡発生装置10が設けられているため、第2内孔10gに、空気を混入した薬液を流通するだけで加圧力を作用させ空気を薬液に溶解させることができ、減圧によって薬液に微細気泡を生じさせつつ包含させることができる。これにより、微細気泡を包含した薬液を地盤に注入することが可能となり、単位土量当たりの薬液使用量を低減することが可能となる。また、微細気泡を薬液に包含させることによって従来の薬液を使用した場合に対し強度増加の効果を増大させることができる。よって、従来の薬液注入工法と比較して、地盤改良の効果を維持しつつ地盤改良に係るコストの低減を図ることが可能となる。   Therefore, in the chemical injection method and the chemical injection device described above, since the fine bubble generating device 10 having the substantially venturi-shaped inner hole is provided in the injection tube 3, air is mixed into the second inner hole 10g. It is possible to dissolve the air in the chemical liquid by applying a pressurizing force simply by circulating the chemical liquid, and to include the fine liquid bubbles in the chemical liquid by reducing the pressure. Thereby, it becomes possible to inject | pour the chemical | medical solution containing the fine bubble to the ground, and it becomes possible to reduce the usage-amount of the chemical | medical solution per unit soil volume. In addition, by including fine bubbles in the chemical solution, the effect of increasing the strength can be increased as compared with the case where the conventional chemical solution is used. Therefore, compared with the conventional chemical solution injection method, it is possible to reduce the cost related to ground improvement while maintaining the effect of ground improvement.

以上、本発明に係る薬液注入工法及び薬液注入装置1の実施形態について説明したが、本発明は上記の第1実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、上記の実施形態では、微細気泡発生装置10が、略円筒状に形成され、注入管3の内孔と略同一の内径で形成された第1内孔10eと、第1内孔10eの下端10b側の端部10fから微細気泡発生装置10の下端10bまで延設された第2内孔10gとを備え、第2内孔10gが、小径部10hと拡径部10iを備えるものとしたが、本実施形態の微細気泡発生装置10は、その一部に注入管3の内管3bの内孔よりも小径の内孔を備え、通過する薬液に加圧力を付加する構成とされていればよいものであり、第1内孔10eを具備せぬ構成とされてもよいものである。   As mentioned above, although embodiment of the chemical injection method and the chemical injection device 1 concerning this invention was described, this invention is not limited to said 1st Embodiment, In the range which does not deviate from the meaning, it can change suitably. is there. For example, in the above embodiment, the fine bubble generating device 10 is formed in a substantially cylindrical shape, and has a first inner hole 10e formed with a substantially same inner diameter as the inner hole of the injection tube 3, and the first inner hole 10e. A second inner hole 10g extending from an end 10f on the lower end 10b side to a lower end 10b of the fine bubble generating device 10, and the second inner hole 10g includes a small diameter portion 10h and an enlarged diameter portion 10i. However, the microbubble generator 10 of the present embodiment is configured so that a part thereof has an inner hole smaller in diameter than the inner hole of the inner tube 3b of the injection tube 3 and applies pressure to the passing chemical liquid. It is sufficient that the first inner hole 10e is not provided.

また、本実施形態の微細気泡発生装置10は、通過する薬液に、加圧力を負荷してこれを減圧することで微細気泡を生じさせて包含させるものとしたが、例えば混入した空気を超音波で微細化するものや、混入した空気と薬液とを混合しつつ激しく回転し二層旋回流を発生させて空気をせん断するものや、空気を混入した薬液をマイクロフィルターに透過させて微細気泡を発生させるものなど他の手法で薬液に微細気泡を生じさせるものであってもよいものである。   In the fine bubble generating device 10 of the present embodiment, the passing chemical solution is loaded with pressure and decompressed to generate fine bubbles. For example, the mixed air is ultrasonically mixed. In order to make fine bubbles, the one that mixes the mixed air and the chemical solution and rotates vigorously to generate a two-layer swirling flow and shears the air, or the chemical solution mixed with air permeates through the microfilter. It may be one that generates fine bubbles in the chemical solution by other methods such as a generating method.

さらに、本実施形態では、微細気泡発生装置10が、内管3bに設けられたパッカー3hの直上に設置されているものとしたが、微細気泡発生装置10の位置は、噴出部3gよりも上方(薬液流通方向T上流側)に配されればその設置位置が限定される必要のないものである。   Furthermore, in the present embodiment, the fine bubble generating device 10 is installed immediately above the packer 3h provided in the inner tube 3b, but the position of the fine bubble generating device 10 is higher than the ejection portion 3g. If it is arranged in the (chemical solution distribution direction T upstream side), the installation position does not need to be limited.

また、微細気泡発生装置10で微細化される空気が送液ポンプ5の空気調整弁8から供給されるものとしたが、薬液への空気の供給位置や供給方法は特に限定される必要のないものである。   In addition, the air to be refined by the fine bubble generating device 10 is supplied from the air regulating valve 8 of the liquid feeding pump 5, but the supply position and supply method of the air to the chemical liquid need not be particularly limited. Is.

さらに、本実施形態では、薬液が水ガラス系薬液であるものとして説明を行なったが、これに限定される必要はなく、本発明は溶液型であれば他の薬液に適用されてもよいものである。   Furthermore, in the present embodiment, the chemical solution is described as being a water glass chemical solution, but is not limited to this, and the present invention may be applied to other chemical solutions as long as it is a solution type. It is.

ついで、図1及び図5を参照し、本発明の第2実施形態に係る薬液注入工法及び薬液注入装置について説明する。本実施形態においては、第1実施形態に共通する構成に対して同一符号を付し、その詳細についての説明を省略する。   Next, a chemical solution injection method and a chemical solution injection device according to a second embodiment of the present invention will be described with reference to FIGS. In this embodiment, the same code | symbol is attached | subjected with respect to the structure which is common in 1st Embodiment, and the description about the detail is abbreviate | omitted.

本実施形態は、第1実施形態と同様、微細気泡を包含させた水ガラス系薬液を、ダブルパッカー方式を用いて1ショット方式で地盤に注入する薬液注入工法及び薬液注入装置に関するものである。   As in the first embodiment, the present embodiment relates to a chemical injection method and a chemical injection device that injects a water glass chemical containing fine bubbles into the ground by a one-shot method using a double packer method.

本実施形態の微細気泡発生装置20は、第1実施形態と同様、図1に示すように、上方側のパッカー3hよりも上方に位置する部分の内管3bに介装されている。この微細気泡発生装置20は、図5に示すように、略円筒状に形成されたケーシング20aの内部に特殊構造の混合ベーン21(旋回流発生部材)と突起状の衝突体22が配設されている。混合ベーン21は、一対の二つ割楕円盤21a、21bの弦側側縁21c、21dをX字状に交差させ、交差部上流側の弦側側縁21c、21d間を、ケーシング20a内を軸方向に二分する三角形の仕切板21eで閉塞した構造になり、一対の二つ割楕円盤21a、21bの円弧側側縁21f、21gをケーシング20aの内壁に接合するようにして配設されている。このように構成される微細気泡発生装置20は、例えば特開平9−150044号公報に開示された気泡微細粒子化装置である。   As in the first embodiment, the microbubble generator 20 of the present embodiment is interposed in a portion of the inner tube 3b located above the upper packer 3h, as shown in FIG. As shown in FIG. 5, the microbubble generator 20 includes a specially-structured mixing vane 21 (a swirl flow generating member) and a projecting collision body 22 in a casing 20a formed in a substantially cylindrical shape. ing. The mixing vane 21 intersects the chord side edges 21c and 21d of the pair of split ellipsoidal plates 21a and 21b in an X shape, and between the chord side edges 21c and 21d on the upstream side of the intersecting portion inside the casing 20a. The structure is closed by a triangular partition plate 21e that bisects in the axial direction, and is arranged so that the arc-side edges 21f and 21g of the pair of split ellipsoidal plates 21a and 21b are joined to the inner wall of the casing 20a. Yes. The microbubble generator 20 configured as described above is, for example, a microbubble generator disclosed in JP-A-9-150044.

上記のような微細気泡発生装置20を注入管3の内管3bに備えた薬液注入装置1を用いた場合には、薬液とこれに混入された空気とが、混合ベーン21を通過するとともに、螺旋状の流れに変換される。そして、薬液と空気とに激しい遠心力が作用して、軽量の空気が微細気泡発生装置20の径方向内側に、薬液が径方向外側に配され、密度の異なる加速された同心円構造の二層旋回流が生じることとなる。このように二層旋回流とされた薬液と空気は、ケーシング20a内を流通し、衝突体22に激しく衝突されつつ混合されて、例えば40kHzを超える超音波を発生させる。この超音波により、薬液中の空気が粉砕されて数μm〜数十μmの微細気気泡が生成される。このように微細気泡を包含した薬液は、第1実施形態と同様に、噴出部3gから吐出され貫通孔3eを通じて地盤に注入される。   When the chemical liquid injection device 1 provided with the fine bubble generating device 20 as described above in the inner tube 3b of the injection tube 3 is used, the chemical liquid and the air mixed therein pass through the mixing vane 21, It is converted into a spiral flow. Then, a strong centrifugal force acts on the chemical liquid and air, and light air is arranged on the inside in the radial direction of the fine bubble generator 20 and the chemical liquid is arranged on the outside in the radial direction. A swirling flow will be generated. The chemical liquid and the air that have been converted into the two-layer swirl flow in this manner flow through the casing 20a and are mixed while being violently collided with the collision body 22, and generate ultrasonic waves exceeding 40 kHz, for example. By this ultrasonic wave, air in the chemical solution is pulverized to generate fine air bubbles of several μm to several tens of μm. Thus, the chemical | medical solution containing the fine bubble is discharged from the ejection part 3g, and is inject | poured into the ground through the through-hole 3e similarly to 1st Embodiment.

したがって、上記の薬液注入工法及び薬液注入装置1においては、予め空気を混入した薬液を流通することで二層旋回流を発生させる混合ベーン(旋回流発生部材)21と、二層旋回流とされた薬液と空気とが衝突する衝突体22とを備えた微細気泡発生装置20を設けることにより、薬液中に微細気泡を包含させることが可能となる。これにより、従来の薬液注入工法と比較して、地盤改良の効果を維持しつつ地盤改良に係るコストの低減を図ることが可能となる。   Therefore, in the above-described chemical solution injection method and chemical solution injection device 1, a mixed vane (swirl flow generating member) 21 that generates a two-layer swirl flow by circulating a chemical solution mixed with air in advance and a two-layer swirl flow are used. By providing the fine bubble generating device 20 including the collision body 22 in which the chemical liquid and air collide, it becomes possible to include the fine bubbles in the chemical liquid. Thereby, compared with the conventional chemical | medical solution injection | pouring method, it becomes possible to aim at reduction of the cost which concerns on ground improvement, maintaining the effect of ground improvement.

以上、本発明に係る薬液注入工法及び薬液注入装置1の実施形態について説明したが、本発明は上記の第2実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、本実施形態では、二層旋回流を発生させる旋回流発生部材21が一対の二つ割楕円盤21a、21bであるものとしたが、この限りではなく、予め空気を混入した薬液を流通させることで二層旋回流を発生させ、これが衝突体22に衝突されることにより微細気泡が発生されるものであれば、微細気泡発生装置20に具備される旋回流発生部材21や衝突体22の構成は、特に限定されるものではない。また、本実施形態の微細気泡発生装置20は、第1実施形態と同様に、上方側のパッカー3hの直上に設けられているものとしたが、噴出部3gよりも流通方向T上流側に配されていれば、その設置位置は特に限定される必要がないものである。また、本発明は、本実施形態に示した薬液注入工法以外の、例えば二重管ストレーナ方式の薬液注入工法にも適用可能である。   As mentioned above, although embodiment of the chemical injection method and the chemical injection device 1 concerning this invention was described, this invention is not limited to said 2nd Embodiment, In the range which does not deviate from the meaning, it can change suitably. is there. For example, in this embodiment, the swirl flow generating member 21 that generates a two-layer swirl flow is a pair of split ellipsoidal plates 21a and 21b. However, the present invention is not limited to this, and a chemical solution mixed with air in advance is circulated. If the two-layered swirling flow is generated by this and the fine bubbles are generated by colliding with the colliding body 22, the swirling flow generating member 21 and the colliding body 22 provided in the fine bubble generating apparatus 20 are used. The configuration of is not particularly limited. Moreover, although the fine bubble generator 20 of this embodiment shall be provided just above the upper packer 3h like 1st Embodiment, it is arrange | positioned in the distribution direction T upstream rather than the ejection part 3g. If so, the installation position need not be particularly limited. The present invention is also applicable to, for example, a double-pipe strainer type chemical injection method other than the chemical injection method shown in the present embodiment.

本発明の第1実施形態に係る薬液注入装置を示す図である。It is a figure which shows the chemical injection device which concerns on 1st Embodiment of this invention. 図1の薬液注入装置の注入管を示す拡大図である。It is an enlarged view which shows the injection tube of the chemical | medical solution injection apparatus of FIG. 図1および図2の微細気泡発生装置を示す断面図である。It is sectional drawing which shows the microbubble generator of FIG. 1 and FIG. 微細気泡を包含した薬液と従来の薬液の注入効果の差異を示す図である。It is a figure which shows the difference of the injection | pouring effect of the chemical | medical solution containing the fine bubble and the conventional chemical | medical solution. 本発明の第2実施形態に係る薬液注入装置の微細気泡発生装置を示す図である。It is a figure which shows the fine bubble generator of the chemical injection device which concerns on 2nd Embodiment of this invention.

符号の説明Explanation of symbols

1 薬液注入装置
2 薬液ミキサー
2a 薬液タンク
3 注入管
3a 外管
3b 内管
3e 貫通孔
3g 噴出部
3h パッカー
4 注入ホース
5 送液ポンプ
6 送液回路
7 流量計
8 空気調整弁(空気供給手段)
9 注入孔
10 微細気泡発生装置
10a 上端
10b 下端
10e 第1内孔
10g 第2内孔
10h 小径部
10i 拡径部
20 微細気泡発生装置
21 混合ベーン(旋回流発生部材)
22 衝突体
O1 軸線(軸心)
T 流通方向

DESCRIPTION OF SYMBOLS 1 Chemical liquid injection device 2 Chemical liquid mixer 2a Chemical liquid tank 3 Injection pipe 3a Outer pipe 3b Inner pipe 3e Through-hole 3g Injection part 3h Packer 4 Injection hose 5 Liquid supply pump 6 Liquid supply circuit 7 Flowmeter 8 Air adjustment valve (air supply means)
9 Injection hole 10 Fine bubble generating device 10a Upper end 10b Lower end 10e First inner hole 10g Second inner hole 10h Small diameter portion 10i Large diameter portion 20 Fine bubble generating device 21 Mixed vane (swirl flow generating member)
22 Collision body O1 axis (axis)
T Distribution direction

Claims (6)

薬液を貯留可能な薬液ミキサーと、地盤の所定深度に前記薬液を吐出するための注入管と、前記薬液ミキサー及び前記注入管に送液ポンプを介して接続され前記薬液ミキサーから前記注入管に前記薬液を送る注入ホースとからなる送液回路を備える薬液注入装置を用いて、前記薬液を前記地盤に注入し地盤改良を行う薬液注入工法において、
前記送液回路内に、前記薬液に空気を供給する空気供給手段と、該空気供給手段によって供給された前記空気を微細化して前記薬液に微細気泡を包含させる微細気泡発生装置とを設け、前記微細気泡を包含した薬液を前記地盤に注入することを特徴とする薬液注入工法。
A chemical mixer capable of storing a chemical liquid, an injection pipe for discharging the chemical liquid to a predetermined depth of the ground, and connected to the chemical liquid mixer and the injection pipe via a liquid feed pump from the chemical liquid mixer to the injection pipe In a chemical injection method for improving the ground by injecting the chemical into the ground, using a chemical injection device equipped with a liquid supply circuit comprising an injection hose for sending the chemical,
Provided in the liquid feeding circuit is an air supply means for supplying air to the chemical liquid, and a fine bubble generating device for miniaturizing the air supplied by the air supply means to include fine bubbles in the chemical liquid, A chemical solution injection method characterized by injecting a chemical solution containing fine bubbles into the ground.
地盤に設けた注入孔内に、内面から外面に向けて貫通する貫通孔を備えた外管を挿入するとともに、該外管内に、先端側に薬液を吐出する噴出部を備え該噴出部を挟んで軸方向の上方と下方とにパッカーを備えた内管を挿入し、前記貫通孔と前記噴出部の深度を略一致させつつ前記パッカーで前記外管と前記内管との隙間を閉塞した後に、前記薬液を前記噴出部から吐出し前記貫通孔を通じて前記地盤に注入する薬液注入工法において、
前記内管を流通する前記薬液に微細気泡を生じさせつつ包含させる微細気泡発生装置が前記内管に設けられ、該微細気泡発生装置を通過して前記微細気泡を包含した前記薬液を前記地盤に注入することを特徴とする薬液注入工法。
An outer tube having a through-hole penetrating from the inner surface toward the outer surface is inserted into the injection hole provided in the ground, and a jet part for discharging a chemical solution is provided in the outer pipe, and the jet part is sandwiched between the outer pipe and the outer pipe. After inserting the inner pipe with the packer in the upper and lower parts in the axial direction, and closing the gap between the outer pipe and the inner pipe with the packer while substantially matching the depth of the through hole and the ejection part In the chemical injection method for discharging the chemical from the ejection part and injecting the chemical into the ground through the through hole,
A fine bubble generating device is provided in the inner tube to cause the chemical liquid flowing through the inner pipe to be contained while generating fine bubbles, and the chemical liquid containing the fine bubbles is passed through the fine bubble generating apparatus to the ground. A chemical injection method characterized by injection.
薬液を貯留可能な薬液ミキサーと、地盤の所定深度に前記薬液を吐出するための注入管と、前記薬液ミキサーと前記注入管とに送液ポンプを介しつつ接続されて前記薬液ミキサーから前記注入管に前記薬液を送る注入ホースとからなる送液回路を備える薬液注入装置において、
前記送液回路内に、前記薬液に空気を供給する空気供給手段と、該空気供給手段によって供給された前記空気を微細化して前記薬液に微細気泡を包含させる微細気泡発生装置とが設けられていることを特徴とする薬液注入装置。
A chemical mixer capable of storing a chemical liquid, an injection pipe for discharging the chemical liquid to a predetermined depth in the ground, and connected to the chemical liquid mixer and the injection pipe via a liquid feed pump from the chemical mixer to the injection pipe In a chemical injection device comprising a liquid supply circuit consisting of an injection hose for sending the chemical to the
An air supply means for supplying air to the chemical liquid and a fine bubble generator for miniaturizing the air supplied by the air supply means to include fine bubbles in the chemical liquid are provided in the liquid supply circuit. A chemical injection device characterized by comprising:
内面から外面に向けて貫通する貫通孔を備えた外管と、先端に薬液を吐出する噴出部を有し該噴出部を挟んで軸方向の上方と下方とにパッカーを備えた内管とを備える薬液注入装置において、
前記内管を流通する前記薬液に微細気泡を生じさせつつ包含させる微細気泡発生装置が前記内管に設けられていることを特徴とする薬液注入装置。
An outer tube having a through-hole penetrating from the inner surface toward the outer surface, and an inner tube having a jet part for discharging a chemical solution at the tip and having packers on the upper and lower sides in the axial direction across the jet part In the chemical injection device provided,
A chemical liquid injection device characterized in that a fine bubble generating device is provided in the inner tube for generating and containing fine bubbles in the chemical solution flowing through the inner tube.
請求項4記載の薬液注入装置において、
前記微細気泡発生装置は、略筒状に形成されており、前記薬液が流通する内孔に、前記内管の内径よりも内径が小径の小径部を備えるとともに該小径部から前記薬液の流通方向に向けて前記内径が漸次大となる拡径部を備えていることを特徴とする薬液注入装置。
In the chemical injection device according to claim 4,
The fine bubble generating device is formed in a substantially cylindrical shape, and an inner hole through which the chemical solution flows has a small-diameter portion whose inner diameter is smaller than the inner diameter of the inner tube, and the flow direction of the chemical solution from the small-diameter portion A chemical solution injection device comprising a diameter-enlarged portion having an inner diameter that gradually increases toward the surface.
請求項4記載の薬液注入装置において、
前記微細気泡発生装置は、略筒状に形成されており、該微細気泡発生装置の内孔に予め空気を混入した前記薬液が流通するとともに前記空気と前記薬液の二層旋回流を発生させる旋回流発生部材と、前記二層旋回流とされた前記空気と前記薬液とを衝突させる衝突体とを備えていることを特徴とする薬液注入装置。

In the chemical injection device according to claim 4,
The fine bubble generating device is formed in a substantially cylindrical shape, and the swirl that generates a two-layer swirling flow of the air and the chemical solution while the chemical solution in which air is mixed in the inner hole of the fine bubble generating device is circulated. An apparatus for injecting a chemical solution, comprising: a flow generating member; and a collision body that collides the air and the chemical liquid that are made into the two-layer swirl flow.

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013029001A (en) * 2011-07-29 2013-02-07 Kyokado Kk Liquefaction prevention method
JP2013113086A (en) * 2012-11-05 2013-06-10 Kyokado Kk Ground improvement method by getting ground unsaturated
JP2013113085A (en) * 2012-06-18 2013-06-10 Kyokado Kk Ground improvement device
JP2013112984A (en) * 2011-11-28 2013-06-10 Kyokado Kk Ground improvement method by getting ground unsaturated and ground improvement device
JP5458332B1 (en) * 2013-03-04 2014-04-02 強化土株式会社 Ground improvement method
JP5467233B1 (en) * 2013-03-04 2014-04-09 強化土株式会社 Ground improvement method
KR20150011682A (en) * 2013-07-23 2015-02-02 최영준 Method and apparatus for injection reinforcing material in neb of injection equipment vibrating manner
JP5971537B1 (en) * 2015-12-18 2016-08-17 強化土株式会社 Ground improvement method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103993594B (en) * 2014-05-26 2016-06-01 东南大学 A kind of micro-nano bubble process can liquefied foundation device and working method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0543286A (en) * 1991-08-02 1993-02-23 Kao Corp Production of cement-based slurry composition
JPH09150044A (en) * 1995-11-27 1997-06-10 O H L Ryutai Kogaku Kenkyusho:Kk Device for forming bubbles in liquid into microparticles
JP2000170152A (en) * 1998-12-07 2000-06-20 Penta Ocean Constr Co Ltd Liquefaction prevention method for sand ground and equipment therefor
JP2000226846A (en) * 1998-12-04 2000-08-15 Shin Nippon Techno Kk Soil improvement impregnation construction method and device therefor
JP2003265938A (en) * 2002-03-14 2003-09-24 Shigen Kaihatsu Kk Apparatus and system for generating minute air bubble
JP2004332230A (en) * 2003-04-30 2004-11-25 Fudo Constr Co Ltd Method for force-feeding fine grain material

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0543286A (en) * 1991-08-02 1993-02-23 Kao Corp Production of cement-based slurry composition
JPH09150044A (en) * 1995-11-27 1997-06-10 O H L Ryutai Kogaku Kenkyusho:Kk Device for forming bubbles in liquid into microparticles
JP2000226846A (en) * 1998-12-04 2000-08-15 Shin Nippon Techno Kk Soil improvement impregnation construction method and device therefor
JP2000170152A (en) * 1998-12-07 2000-06-20 Penta Ocean Constr Co Ltd Liquefaction prevention method for sand ground and equipment therefor
JP2003265938A (en) * 2002-03-14 2003-09-24 Shigen Kaihatsu Kk Apparatus and system for generating minute air bubble
JP2004332230A (en) * 2003-04-30 2004-11-25 Fudo Constr Co Ltd Method for force-feeding fine grain material

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013029001A (en) * 2011-07-29 2013-02-07 Kyokado Kk Liquefaction prevention method
JP2013112984A (en) * 2011-11-28 2013-06-10 Kyokado Kk Ground improvement method by getting ground unsaturated and ground improvement device
JP2013113085A (en) * 2012-06-18 2013-06-10 Kyokado Kk Ground improvement device
JP2013113086A (en) * 2012-11-05 2013-06-10 Kyokado Kk Ground improvement method by getting ground unsaturated
JP5458332B1 (en) * 2013-03-04 2014-04-02 強化土株式会社 Ground improvement method
JP5467233B1 (en) * 2013-03-04 2014-04-09 強化土株式会社 Ground improvement method
KR20150011682A (en) * 2013-07-23 2015-02-02 최영준 Method and apparatus for injection reinforcing material in neb of injection equipment vibrating manner
JP5971537B1 (en) * 2015-12-18 2016-08-17 強化土株式会社 Ground improvement method
JP2017110463A (en) * 2015-12-18 2017-06-22 強化土株式会社 Ground improvement method

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