JP2014221988A - Ground improvement method and outer pipe for chemical injection - Google Patents

Ground improvement method and outer pipe for chemical injection Download PDF

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JP2014221988A
JP2014221988A JP2013101825A JP2013101825A JP2014221988A JP 2014221988 A JP2014221988 A JP 2014221988A JP 2013101825 A JP2013101825 A JP 2013101825A JP 2013101825 A JP2013101825 A JP 2013101825A JP 2014221988 A JP2014221988 A JP 2014221988A
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ground
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outer tube
injection
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JP6082652B2 (en
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大野 康年
Yasutoshi Ono
康年 大野
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Toa Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a ground improvement method capable of effectively utilizing an outer pipe for chemical injection, and the outer pipe for chemical injection.SOLUTION: An outer pipe for chemical injection 1 is configured so that a plurality of connection pipes 2 are connected together and a detachable connection part 4 is provided on the longitudinal midway thereof. An inner pipe 7 with discharge ports 7a formed on its peripheral wall is inserted into the outer pipe for chemical injection 1 extended to an upper surface of a subgrade S while the outer pipe for chemical injection 1 is left in an insertion hole h and installed in the subgrade S. A ground improvement chemical G supplied through the inner pipe 7 is injected from the discharge ports 7a into the subgrade S through injection ports 2a located in the subgrade S. Thereafter, a part upper than the detachable connection part 4 is pulled out to the upper surface of the subgrade S by disconnecting the outer pipe for chemical injection 1 installed on the subgrade S by the detachable connection part 4.

Description

本発明は、地盤改良方法および薬液注入用外管に関し、さらに詳しくは、薬液注入外管を有効に利用することができる地盤改良方法および薬液注入用外管に関するものである。   The present invention relates to a ground improvement method and a chemical solution injection outer tube, and more particularly to a ground improvement method and a chemical solution injection outer tube that can effectively use the chemical solution injection outer tube.

地盤の液状化を防止するために、外管と内管とからなる二重管を用いて地盤中に地盤改良薬液を注入する地盤改良方法が種々提案されている(例えば、特許文献1参照)。この地盤改良方法では、ケーシングロッドを用いて地盤を削孔して挿入孔を形成した後、この挿入孔に外管を挿入する。次いで、ケーシングロッドのみを地盤上に引き抜いて外管を地盤中に残したままにする。次いで、地盤中に設置したこの外管に内管を挿入し、内管を通じて供給した地盤改良薬液を、内管に設けた吐出口および外管に設けた注入口を通じて地盤中に注入する。この注入した地盤改良薬液により、対象とする範囲が地盤改良される。   In order to prevent liquefaction of the ground, various ground improvement methods have been proposed in which a ground improvement chemical solution is injected into the ground using a double pipe composed of an outer pipe and an inner pipe (see, for example, Patent Document 1). . In this ground improvement method, the ground is drilled using a casing rod to form an insertion hole, and then an outer tube is inserted into the insertion hole. Next, only the casing rod is pulled out on the ground, leaving the outer tube in the ground. Next, the inner tube is inserted into the outer tube installed in the ground, and the ground improvement chemical solution supplied through the inner tube is injected into the ground through the discharge port provided in the inner tube and the injection port provided in the outer tube. The target range is improved by the injected ground improvement chemical.

地盤改良薬液を地盤中に注入した後、内管は地盤上に引き上げる。一方、外管は地盤上に引き抜くことなく地盤に埋設されたままにされている。即ち、内管は繰り返し利用されるが、外管は一度使用すると再度使用されることがないという問題があった。   After injecting the ground improvement chemical into the ground, the inner pipe is pulled up on the ground. On the other hand, the outer pipe is left embedded in the ground without being pulled out on the ground. That is, the inner tube is repeatedly used, but the outer tube is not used again once used.

特開2011−32831号公報JP 2011-32831 A

本発明の目的は、薬液注入外管を有効に利用することができる地盤改良方法および薬液注入用外管を提供することにある。   The objective of this invention is providing the ground improvement method and outer tube | pipe for chemical | medical solution injection | pouring which can utilize a chemical | medical solution injection outer tube | pipe effectively.

上記目的を達成するため本発明の地盤改良方法は、地盤に挿入孔を削孔したケーシングロッドに、周壁に注入口が形成された薬液注入用外管を挿入した後、ケーシングロッドを地盤から引き抜くことにより、この薬液注入用外管を前記挿入孔に残して地盤中に設置した状態にして地盤上まで延設し、この薬液注入用外管に、周壁に吐出口が形成された内管を挿入し、この内管を通じて供給した地盤改良薬液を、前記吐出口から地盤中に位置する前記注入口を通じて地盤中に注入する地盤改良方法において、前記薬液注入用外管を複数の連結管を連結するとともに、長手方向中途に着脱連結部を設けた構成にして、前記地盤改良薬液を地盤中に注入した後、地盤中に設置されている前記薬液注入用外管を、前記着脱連結部で連結解除することにより、この着脱連結部よりも上側部分を地盤上に引き抜くことを特徴とする。   In order to achieve the above object, the ground improvement method of the present invention is such that after inserting an outer tube for injecting a chemical solution having an injection hole formed in a peripheral wall into a casing rod having an insertion hole formed in the ground, the casing rod is pulled out from the ground. Thus, the outer tube for injecting the chemical solution is left in the insertion hole and is installed in the ground, and is extended to the ground, and the inner tube having a discharge port formed on the peripheral wall is extended to the outer tube for injecting the chemical solution. In the ground improvement method in which the ground improvement chemical liquid inserted and supplied through the inner pipe is injected into the ground through the injection port located in the ground from the discharge port, the outer pipe for chemical injection is connected to a plurality of connection pipes. In addition, a structure in which a detachable connecting portion is provided in the middle of the longitudinal direction, and after the ground improvement chemical solution is injected into the ground, the outer pipe for injecting the chemical solution installed in the ground is connected by the detachable connecting portion. To release Ri, characterized in that to pull out the upper portion than the detachable coupling on the ground.

本発明の薬液注入用外管は、地盤に挿入孔を削孔したケーシングロッドに挿入された後、このケーシングロッドが引き抜かれることにより、前記挿入孔に残されて地盤中に設置された状態で、地盤上まで延設された後に、周壁に吐出口が形成された内管が挿入されて、この内管を通じて前記吐出口から供給された地盤改良薬液を地盤中に注入する注入口が周壁に形成された薬液注入用外管において、
複数の連結管と、これら連結管を連結した際の長手方向中途に設けられる着脱連結部とを備え、前記複数の連結管が連結されて地盤中に設置された状態で前記着脱連結部により、この着脱連結部の上側部分と下側部分とが連結解除される構成にしたことを特徴とする。
The outer tube for injecting a chemical solution of the present invention is inserted into a casing rod having an insertion hole cut in the ground, and then the casing rod is pulled out to be left in the insertion hole and installed in the ground. Then, after extending to the ground, an inner tube having a discharge port formed in the peripheral wall is inserted, and an injection port for injecting the ground improvement chemical solution supplied from the discharge port into the ground through the inner tube is formed in the peripheral wall. In the formed outer tube for chemical injection,
A plurality of connecting pipes and a detachable connecting part provided in the middle of the longitudinal direction when these connecting pipes are connected, and in a state where the plurality of connecting pipes are connected and installed in the ground, by the detachable connecting part, The upper and lower portions of the detachable connecting portion are configured to be disconnected.

本発明によれば、薬液注入用外管を複数の連結管を連結するとともに、長手方向中途に着脱連結部を設けた構成にすることにより、地盤改良薬液を地盤中に注入した後、地盤中に設置されている薬液注入用外管の着脱連結部の上側部分と下側部分とを連結解除させて分離できる。これにより、薬液注入用外管の着脱連結部よりも上側部分を地盤上に引き抜くことができる。それ故、外管のこの上側部分を繰り返し使用して有効に利用することができる。   According to the present invention, the outer pipe for injecting the chemical liquid is connected to the plurality of connecting pipes, and the structure is provided with the detachable connecting portion in the middle in the longitudinal direction. The upper part and the lower part of the attaching / detaching connecting part of the outer tube for injecting a chemical solution installed in can be separated and released. Thereby, an upper part part can be pulled out on the ground rather than the attachment / detachment connection part of the outer tube | pipe for chemical | medical solution injection | pouring. Therefore, the upper portion of the outer tube can be used effectively by being repeatedly used.

本発明の地盤改良薬液注入用外管を例示する説明図である。It is explanatory drawing which illustrates the outer pipe | tube for ground improvement chemical | medical solution injection | pouring of this invention. 図1の着脱連結部の構造を例示する説明図である。It is explanatory drawing which illustrates the structure of the attachment / detachment connection part of FIG. 図2の着脱連結部を分離させた状態を例示する説明図である。It is explanatory drawing which illustrates the state which isolate | separated the attachment / detachment connection part of FIG. 別の構造の着脱連結部を例示する斜視図である。It is a perspective view which illustrates the attachment / detachment connection part of another structure. 図4の着脱連結部を構成する係合突起および係合溝を例示する正面図である。It is a front view which illustrates the engagement protrusion and engagement groove which comprise the attachment / detachment connection part of FIG. 図5の着脱連結部を連結させた状態を正面視で例示する説明図である。It is explanatory drawing which illustrates the state which connected the attachment or detachment connection part of FIG. 5 by front view. 地盤に挿入孔を削孔する工程を例示する説明図である。It is explanatory drawing which illustrates the process of drilling an insertion hole in the ground. 外管をケーシングロッドに挿入する工程を例示する説明図である。It is explanatory drawing which illustrates the process of inserting an outer tube | pipe into a casing rod. 地盤中に設置された外管を例示する説明図である。It is explanatory drawing which illustrates the outer tube | pipe installed in the ground. 外管に内管を挿入して地盤改良薬液を地盤中に注入している工程を例示する説明図である。It is explanatory drawing which illustrates the process which inserts an inner pipe | tube in an outer pipe | tube and is inject | pouring a ground improvement chemical | medical solution in the ground. 図10の一部拡大図である。FIG. 11 is a partially enlarged view of FIG. 10. 地盤改良した後、地盤中に配置されている外管を例示する説明図である。It is explanatory drawing which illustrates the outer pipe | tube arrange | positioned in the ground after ground improvement. 図12の外管の着脱連結部よりも上側部分を地盤上に引き抜いた状態を例示する説明図である。It is explanatory drawing which illustrates the state which pulled out the upper part rather than the attachment / detachment connection part of the outer tube | pipe of FIG. 地盤改良した後、地盤中に配置されている外管の別の例を示す説明図である。It is explanatory drawing which shows another example of the outer tube | pipe arrange | positioned in the ground after ground improvement. 図14の外管の着脱連結部よりも上側部分を地盤上に引き抜いた状態を例示する説明図である。It is explanatory drawing which illustrates the state which pulled out the upper part rather than the attachment / detachment connection part of the outer tube | pipe of FIG. 14 on the ground.

以下、本発明の地盤改良方法および薬液注入用外管を実施形態に基づいて説明する。   Hereinafter, the ground improvement method and the outer tube | pipe for chemical | medical solution injection | pouring of this invention are demonstrated based on embodiment.

図1に例示するように本発明の地盤改良薬液用外管1(以下、外管1という)は、複数の連結管2が連結されることにより構成されている。外管1(すなわち、それぞれの連結管2)は、塩化ビニル等の樹脂により形成されている。外管1の周壁には、複数の注入口2aが外管軸方向に離間して形成されている。注入口2aは地盤改良薬液Gを地盤S中に注入する位置に配置されていればよいので、外管1は、注入口2aが形成されている連結管と、注入口2aが形成されていない連結管とを混在させて構成することもできる。   As illustrated in FIG. 1, the ground improvement chemical solution outer pipe 1 (hereinafter referred to as an outer pipe 1) of the present invention is configured by connecting a plurality of connecting pipes 2. The outer pipe 1 (that is, each connecting pipe 2) is formed of a resin such as vinyl chloride. A plurality of inlets 2 a are formed in the peripheral wall of the outer tube 1 so as to be separated from each other in the outer tube axial direction. Since the injection port 2a only needs to be arranged at a position where the ground improvement chemical solution G is injected into the ground S, the outer tube 1 is not formed with the connecting tube in which the injection port 2a is formed and the injection port 2a. It can also be configured by mixing a connecting pipe.

長手方向に隣り合う連結管2どうしは、ボルト等の固定連結部3により連結されている。固定連結部3は、治具を使用しなければ連結されている連結管2どうしの連結を解除することができない。即ち、地盤S中に埋設されている状態では、固定連結部3による連結管2どうしの連結を解除して互いの連結管2を分離させることができない。   The connecting pipes 2 adjacent to each other in the longitudinal direction are connected by a fixed connecting part 3 such as a bolt. The fixed connecting portion 3 cannot release the connection between the connected connecting pipes 2 without using a jig. That is, in the state where it is buried in the ground S, the connection of the connection pipes 2 by the fixed connection part 3 cannot be released and the connection pipes 2 cannot be separated.

ただし、これら複数の連結管2を連結した際の長手方向中途の1か所には、固定接続部3とは異なる着脱連結部4が備わっている。着脱連結部4は、これら複数の連結管2が連結されて地盤S中に設置された状態で、この着脱連結部4の上側部分と下側部分との連結を解除できるものである。   However, a detachable connecting portion 4 different from the fixed connecting portion 3 is provided in one place in the longitudinal direction when the plurality of connecting pipes 2 are connected. The detachable connecting part 4 can release the connection between the upper part and the lower part of the detachable connecting part 4 in a state where the plurality of connecting pipes 2 are connected and installed in the ground S.

図2、図3に例示するように着脱連結部4は、一方の連結管2の下端部に設けられた係合突起5aと、他方の連結管2の上端部に形成された係合溝5bとで構成されている。互いに係合するこの係合突起5aと係合溝5bとの組みは、連結管2の周方向に間隔をあけて複数組み配置することが好ましい。   As illustrated in FIGS. 2 and 3, the detachable connecting portion 4 includes an engaging protrusion 5 a provided at the lower end portion of one connecting tube 2 and an engaging groove 5 b formed at the upper end portion of the other connecting tube 2. It consists of and. It is preferable that a plurality of sets of the engaging protrusions 5a and the engaging grooves 5b that are engaged with each other are arranged at intervals in the circumferential direction of the connecting pipe 2.

係合溝5bはL字状に形成されていて、係合突起5aを連結管2の周方向に移動させた後に上方に移動させなければ、互いの係合が解除されない構造になっている。即ち、一方の連結管2を管軸中心を中心にして所定角度回転させた後にこの連結管2を上方移動させなければ、連結管2どうしの連結が解除されず、互いを分離できない構造になっている。尚、一方の連結管2の下端部に係合溝5bが形成され、他方の連結管2の上端部に係合突起5aが設けられた構成でもよい。   The engaging groove 5b is formed in an L shape, and the engagement is not released unless the engaging protrusion 5a is moved in the circumferential direction of the connecting pipe 2 and then moved upward. That is, if one of the connecting pipes 2 is rotated by a predetermined angle around the center of the pipe axis and then the connecting pipe 2 is not moved upward, the connecting pipes 2 are not released from each other and cannot be separated from each other. ing. In addition, the structure by which the engagement groove | channel 5b was formed in the lower end part of one connection pipe 2, and the engagement protrusion 5a was provided in the upper end part of the other connection pipe 2 may be sufficient.

この実施形態では、係合溝5bに管軸方向に延びる係止部5cが連接されている。この係止部5cに係合突起5aが嵌ると係合突起5aの不用意な周方向移動を抑制できる。即ち、着脱連結部4による連結管2どうしの連結が、意図することなく不用意に解除され難くなっている。   In this embodiment, an engaging portion 5c extending in the tube axis direction is connected to the engaging groove 5b. When the engagement protrusion 5a is fitted to the locking portion 5c, inadvertent circumferential movement of the engagement protrusion 5a can be suppressed. That is, the connection between the connecting pipes 2 by the detachable connecting portion 4 is difficult to be inadvertently released without intention.

また、この実施形態では、さらに、着脱連結部4を覆う保護カバー6が設けられている。保護カバー6は例えばゴム製の薄膜筒状体であり、着脱連結部4が地盤S中に打設、埋設された際に、着脱連結部4への地盤S中の土砂の侵入を防止する。   Moreover, in this embodiment, the protective cover 6 which covers the attachment / detachment connection part 4 is further provided. The protective cover 6 is, for example, a rubber thin-film cylindrical body, and prevents the earth and sand in the ground S from entering the removable connecting portion 4 when the removable connecting portion 4 is placed and embedded in the ground S.

尚、着脱連結部4の構造は、図2、図3に例示した構造に限定されるものではなく、種々の構造を採用することができる。最上段に位置する連結管2を地盤S上で操作(周方向移動および上下移動)することにより、地盤S中の着脱連結部4による連結管2どうしの連結を解除できる構造であればよい。   The structure of the detachable connecting portion 4 is not limited to the structure illustrated in FIGS. 2 and 3, and various structures can be employed. Any structure that can release the connection between the connection pipes 2 by the detachable connection part 4 in the ground S by operating the connection pipe 2 located at the uppermost stage on the ground S (moving in the circumferential direction and moving up and down).

例えば、図4、図5に例示する着脱連結部4では、一方の連結管2の下端部に段差をつけて縮径させた外周面が形成され、この外周面に係合突起5aが突設されている。他方の連結管2の上端部の内周面には係合溝5bが形成されている。この係合溝5bには連結管2の端面に開口する切欠部5dが連設されている。さらに、他方の連結管2の内周面にはOリング5eが内嵌されている。   For example, in the detachable connecting portion 4 illustrated in FIGS. 4 and 5, an outer peripheral surface having a stepped diameter is formed at the lower end portion of one of the connecting pipes 2, and an engaging protrusion 5 a is provided on the outer peripheral surface. Has been. An engagement groove 5 b is formed on the inner peripheral surface of the upper end portion of the other connecting pipe 2. The engaging groove 5b is continuously provided with a notch 5d opened at the end surface of the connecting pipe 2. Further, an O-ring 5 e is fitted on the inner peripheral surface of the other connecting pipe 2.

この着脱連結部4によって、互いの連結管2を連結するには、係合突起5aを切欠部5dに位置合わせした後、互いの連結管2を近接させて係合突起5aを切欠部5dで通過させて係合溝5bの位置まで押し込む。次いで、図6に例示するように、少なくとも一方の連結管2を、管軸方向を回転軸方向として回転させて、係合突起5aを係合溝5bに嵌合させる。これにより、連結管2どうしが着脱連結部4によって連結される。Oリング5eは、一方の連結管2の段差をつけて縮径させた外周面に当接するので、互いの連結管2を水密に連結することができる。   In order to connect the connecting pipes 2 with the detachable connecting part 4, the engaging protrusions 5a are aligned with the notch parts 5d, and then the connecting pipes 2 are brought close to each other so that the engaging protrusions 5a are connected to the notch parts 5d. Pass through and push to the position of the engagement groove 5b. Next, as illustrated in FIG. 6, at least one of the connection pipes 2 is rotated with the pipe axis direction as the rotation axis direction, and the engagement protrusions 5 a are fitted into the engagement grooves 5 b. Thereby, the connecting pipes 2 are connected by the detachable connecting portion 4. Since the O-ring 5e is in contact with the outer peripheral surface with a stepped diameter of one of the connecting pipes 2 and reduced in diameter, the connecting pipes 2 can be connected in a watertight manner.

互いの連結管2の連結を解除するには、連結する場合の逆の工程を行なう。即ち、この着脱連結部4を用いても、最上段に位置する連結管2を地盤S上で操作(周方向移動および上下移動)することにより、地盤S中の着脱連結部4による連結管2どうしの連結を解除できる。   In order to release the connection of the connection pipes 2 to each other, the reverse process of the connection is performed. That is, even if this detachable connecting portion 4 is used, the connecting tube 2 by the detachable connecting portion 4 in the ground S is operated by operating the connecting tube 2 positioned at the uppermost stage on the ground S (moving in the circumferential direction and moving up and down). You can unlink each other.

地盤Sを改良するには、まず、図7に例示するように地盤S上に削孔装置10を据え付ける。この削孔装置10を用いてケーシングロッド9を地盤S中に進入させて削孔し、挿入孔hを形成する。   In order to improve the ground S, first, the hole drilling device 10 is installed on the ground S as illustrated in FIG. Using this drilling device 10, the casing rod 9 is advanced into the ground S and drilled to form an insertion hole h.

次いで、図8に例示するように、挿入孔hを削孔した地盤S中のケーシングロッド9に外管1を挿入する。外管1をケーシングロッド9に挿入した後、ケーシングロッド9のみを地盤S上に引き抜く。これにより、図9に例示するように、外管1は挿入孔hに挿入されたままで地盤S中に設置されて地盤S上まで延設された状態になる。   Next, as illustrated in FIG. 8, the outer tube 1 is inserted into the casing rod 9 in the ground S in which the insertion hole h is drilled. After the outer tube 1 is inserted into the casing rod 9, only the casing rod 9 is pulled out on the ground S. Accordingly, as illustrated in FIG. 9, the outer tube 1 is placed in the ground S while being inserted into the insertion hole h, and is extended to the ground S.

次いで、図10に例示するように、この外管1に地上から内管7を挿入する。内管7は、例えばゴム等で形成されていて優れた可撓性を有し、周壁には吐出口7aが形成されている。次いで、外管1に挿入した内管7を通じて薬液供給装置11から地盤改良薬液Gを供給する。地盤改良薬液Gとしては、水ガラス系グラウト、セメント系グラウト等を例示できる。   Next, as illustrated in FIG. 10, the inner tube 7 is inserted into the outer tube 1 from the ground. The inner tube 7 is formed of, for example, rubber and has excellent flexibility, and a discharge port 7a is formed on the peripheral wall. Subsequently, the ground improvement chemical | medical solution G is supplied from the chemical | medical solution supply apparatus 11 through the inner tube | pipe 7 inserted in the outer tube | pipe 1. FIG. Examples of the ground improvement chemical solution G include water glass grout, cement grout and the like.

供給された地盤改良薬液Gは、図11に例示するように内管7の吐出口7aから地盤S中にある外管1の注入口2aを通じて地盤Sに注入される。内管7の外周面の吐出口7aの上下には環状のパッカー8を設けておき、パッカー8を膨張させて内管7と外管1とのすき間をシールして地盤改良薬液Gの注入を行なう。必要であれば、外管1の外周面の注入口2aの上下にも環状のパッカーを設けて外管1と挿入孔hとのすき間をシールする。   The supplied ground improvement chemical | medical solution G is inject | poured into the ground S through the injection port 2a of the outer tube 1 in the ground S from the discharge port 7a of the inner tube 7 so that it may illustrate in FIG. An annular packer 8 is provided above and below the discharge port 7a on the outer peripheral surface of the inner tube 7, and the packer 8 is inflated to seal the gap between the inner tube 7 and the outer tube 1 to inject the ground improvement chemical solution G. Do. If necessary, annular packers are also provided above and below the inlet 2a on the outer peripheral surface of the outer tube 1 to seal the gap between the outer tube 1 and the insertion hole h.

所定量の地盤改良薬液Gを注入した後は、内管7を上方移動させて吐出口7aを別の注入口2aに一致させるようにして、同様にその位置で所定量の地盤改良薬液Gを地盤Sに注入する。順次、同様に内管7を上方移動させて注入作業を行なう。   After injecting a predetermined amount of the ground improvement chemical solution G, the inner pipe 7 is moved upward so that the discharge port 7a is aligned with the other injection port 2a. Inject into the ground S. Sequentially, the inner tube 7 is moved upward in the same manner to perform the injection operation.

この外管1を用いた地盤改良薬液Gの注入作業が終了した後は、別に場所に新たに外管1を地盤Sに設置して同様の注入作業を行ない、地盤Sの必要な範囲の地盤改良を完了させる。   After the operation of injecting the ground improvement chemical solution G using the outer pipe 1 is completed, the outer pipe 1 is newly installed in the ground S in another place and the same injecting work is performed. Complete the improvement.

図12に例示するように、地盤改良薬液Gを注入することにより地盤Gの対象範囲を地盤改良した後、その地盤G中に外管1は設置されたままの状態になる。図中の符号Mは、地盤改良された範囲の上端位置を示している。   As illustrated in FIG. 12, after ground improvement of the target area of the ground G by injecting the ground improvement chemical solution G, the outer pipe 1 remains installed in the ground G. The symbol M in the figure indicates the upper end position of the ground improved range.

ここで、本発明の外管1は長手中途に着脱連結部4を備えているので、最上段の連結管2を地盤S上で操作することにより、地盤S中の着脱連結部4による連結管2どうしの連結を解除する。これにより、着脱連結部4により連結されていた連結管2どうしが分離するので、図13に例示するように、着脱連結部4よりも上側部分を地盤S上に引き抜くことができる。   Here, since the outer tube 1 of the present invention is provided with the detachable connecting portion 4 in the middle of the length, the connecting tube by the detachable connecting portion 4 in the ground S is operated by operating the uppermost connecting tube 2 on the ground S. Release the connection between the two. As a result, the connecting pipes 2 connected by the detachable connecting portion 4 are separated from each other, so that the upper portion of the detachable connecting portion 4 can be pulled out on the ground S as illustrated in FIG.

即ち、注入作業を終えた外管1のうち、着脱連結部4よりも下側部分は地盤Sに埋設されたままになるが、上側部分は地盤S上に引き抜くことができる。それ故、外管1の着脱連結部4よりも上側部分を繰り返し使用することができ有効利用できる。これに伴って、地盤S中に埋設されたままになる外管1の長さを短くできるので、地盤環境の観点からも好適である。   That is, the lower part of the outer tube 1 that has finished the injection operation remains embedded in the ground S, but the upper part can be pulled out on the ground S. Therefore, the upper portion of the outer tube 1 can be repeatedly used with respect to the detachable connecting portion 4 and can be used effectively. Along with this, the length of the outer pipe 1 that remains buried in the ground S can be shortened, which is also preferable from the viewpoint of the ground environment.

この実施形態のように保護カバー6を設けると、着脱連結部4への地盤S中の土砂の侵入を防止できるので、係合溝5bが土砂で詰まることが回避できる。これにより、着脱連結部4による連結管2どうしの連結を解除する際に、解除できなくなる、或いは、解除し難くなるという不具合を防止するには有利になる。   If the protective cover 6 is provided as in this embodiment, it is possible to prevent the earth and sand in the ground S from entering the detachable connecting portion 4, so that the engagement groove 5 b can be avoided from being clogged with earth and sand. Thereby, when releasing the connection between the connecting pipes 2 by the detachable connecting portion 4, it is advantageous to prevent a problem that it cannot be released or is difficult to release.

地盤S中の着脱連結部4の配置位置は、図12に例示したように、地盤改良薬液Sにより地盤改良される範囲の上端部または上端部よりも上方にするとよい。これにより、着脱連結部4および着脱連結部4よりも上側部分が、地盤改良薬液Gの固化作用によって動き難くなる不具合を回避し易くなる。   As illustrated in FIG. 12, the arrangement position of the detachable connecting portion 4 in the ground S is preferably higher than the upper end or the upper end of the range where the ground is improved by the ground improving chemical S. Thereby, it becomes easy to avoid the malfunction which an upper part rather than the attachment / detachment connection part 4 and the attachment / detachment connection part 4 becomes difficult to move by the solidification effect | action of the ground improvement chemical | medical solution G.

或いは、図14に例示するように、着脱連結部4を、最上段の連結管2と、最上段の連結管2の下側に隣接する連結管2との連結に用いる構成にすることもできる。この場合、図15に例示するように、最上段の連結管2だけを地盤S上に引き抜くので、最上段の連結管2を比較的容易に引き抜くことができる。   Alternatively, as illustrated in FIG. 14, the detachable connection portion 4 can be configured to be used for connection between the uppermost connection pipe 2 and the connection pipe 2 adjacent to the lower side of the uppermost connection pipe 2. . In this case, as illustrated in FIG. 15, since only the uppermost connecting pipe 2 is pulled out on the ground S, the uppermost connecting pipe 2 can be pulled out relatively easily.

1 薬液注入用外管
2 連結管
2a 注入口
3 固定連結部
4 着脱連結部
5a 係合突起
5b 係合溝
5c 係止部
5d 切欠部
5e Oリング
6 保護カバー
7 内管
7a 吐出口
8 パッカー
9 ケーシングロッド
10 削孔装置
11 薬液供給装置
G 地盤改良薬液
h 挿入孔
S 地盤
DESCRIPTION OF SYMBOLS 1 Outer pipe | tube for chemical | medical solution injection | pouring 2 Connecting pipe 2a Inlet 3 Fixed connecting part 4 Detachable connecting part 5a Engaging protrusion 5b Engaging groove 5c Locking part 5d Notch part 5e O-ring 6 Protective cover 7 Inner pipe 7a Outlet 8 Packer 9 Casing rod 10 Drilling device 11 Chemical solution supply device G Ground improvement chemical solution h Insertion hole S Ground

Claims (7)

地盤に挿入孔を削孔したケーシングロッドに、周壁に注入口が形成された薬液注入用外管を挿入した後、ケーシングロッドを地盤から引き抜くことにより、この薬液注入用外管を前記挿入孔に残して地盤中に設置した状態にして地盤上まで延設し、この薬液注入用外管に、周壁に吐出口が形成された内管を挿入し、この内管を通じて供給した地盤改良薬液を、前記吐出口から地盤中に位置する前記注入口を通じて地盤中に注入する地盤改良方法において、
前記薬液注入用外管を複数の連結管を連結するとともに、長手方向中途に着脱連結部を設けた構成にして、前記地盤改良薬液を地盤中に注入した後、地盤中に設置されている前記薬液注入用外管を、前記着脱連結部で連結解除することにより、この着脱連結部よりも上側部分を地盤上に引き抜くことを特徴とする地盤改良方法。
After inserting the outer tube for injecting the chemical solution with the injection hole formed in the peripheral wall into the casing rod with the insertion hole formed in the ground, the outer tube for injecting the chemical solution is inserted into the insertion hole by pulling out the casing rod from the ground. Leave it installed in the ground and extend it to the ground, insert the inner pipe with the discharge port formed in the peripheral wall into this chemical injection outer pipe, and supply the ground improvement chemical supplied through this inner pipe, In the ground improvement method of injecting into the ground through the injection port located in the ground from the discharge port,
The outer pipe for injecting the chemical liquid is connected to a plurality of connecting pipes, and is provided with a detachable connecting portion in the middle in the longitudinal direction, and the ground improvement chemical liquid is injected into the ground, and then installed in the ground. The ground improvement method characterized by pulling out an upper part above this attachment / detachment connection part on the ground by releasing the connection of the outer tube for chemical injection by the attachment / detachment connection part.
前記着脱連結部を、地盤中で前記地盤改良薬液により地盤改良される範囲の上端部または上端部よりも上方に配置する請求項1に記載の地盤改良方法。   The ground improvement method according to claim 1, wherein the detachable connecting portion is disposed above an upper end portion or an upper end portion in a range where the ground is improved by the ground improvement chemical solution in the ground. 前記着脱連結部を、最上段の連結管と、この最上段の連結管の下側に隣接する連結管との連結に用いた請求項1または2に記載の地盤改良方法。   The ground improvement method according to claim 1 or 2, wherein the detachable connecting portion is used for connecting an uppermost connecting pipe and a connecting pipe adjacent to the lower side of the uppermost connecting pipe. 地盤に挿入孔を削孔したケーシングロッドに挿入された後、このケーシングロッドが引き抜かれることにより、前記挿入孔に残されて地盤中に設置された状態で、地盤上まで延設された後に、周壁に吐出口が形成された内管が挿入されて、この内管を通じて前記吐出口から供給された地盤改良薬液を地盤中に注入する注入口が周壁に形成された薬液注入用外管において、
複数の連結管と、これら連結管を連結した際の長手方向中途に設けられる着脱連結部とを備え、前記複数の連結管が連結されて地盤中に設置された状態で前記着脱連結部により、この着脱連結部の上側部分と下側部分とが連結解除される構成にしたことを特徴とする薬液注入用外管。
After being inserted into a casing rod with an insertion hole drilled in the ground, this casing rod is pulled out, so that it is left in the insertion hole and installed in the ground, after being extended to the ground, In the outer tube for injecting a chemical solution in which an inner tube having a discharge port formed in the peripheral wall is inserted and an injection port for injecting the ground improvement chemical solution supplied from the discharge port into the ground through the inner tube is formed in the peripheral wall,
A plurality of connecting pipes and a detachable connecting part provided in the middle of the longitudinal direction when these connecting pipes are connected, and in a state where the plurality of connecting pipes are connected and installed in the ground, by the detachable connecting part, An outer tube for injecting a chemical solution, characterized in that the upper portion and the lower portion of the detachable connecting portion are disconnected.
前記着脱連結部が、地盤中で前記地盤改良薬液により地盤改良される範囲の上端部または上端部よりも上方に配置される請求項4に記載の薬液注入用外管。   The outer tube | pipe for chemical | medical solution injection | pouring of Claim 4 arrange | positioned above the upper part or upper end part of the range where the said attachment / detachment connection part is ground-improved by the said ground improvement chemical | medical solution in the ground. 前記着脱連結部が、最上段の連結管と、この最上段の連結管の下側に隣接する連結管とを連結する請求項4または5に記載の薬液注入用外管。   The outer tube for medicinal solution injection according to claim 4 or 5, wherein the detachable connecting portion connects the uppermost connecting tube and a connecting tube adjacent to the lower side of the uppermost connecting tube. 前記着脱連結部への地盤中の土砂の侵入を防止する保護カバーが設けられている請求項4〜6のいずれかに記載の薬液注入用外管。   The outer tube | pipe for chemical | medical solution injection | pouring in any one of Claims 4-6 in which the protective cover which prevents the invasion of the earth and sand in the ground to the said attachment / detachment connection part is provided.
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