JP2014173275A - Improvement body establishment method - Google Patents

Improvement body establishment method Download PDF

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JP2014173275A
JP2014173275A JP2013044865A JP2013044865A JP2014173275A JP 2014173275 A JP2014173275 A JP 2014173275A JP 2013044865 A JP2013044865 A JP 2013044865A JP 2013044865 A JP2013044865 A JP 2013044865A JP 2014173275 A JP2014173275 A JP 2014173275A
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predetermined
rod
predetermined distance
wall
liquid jet
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JP6183742B2 (en
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Hiroko Matsumoto
浩子 松本
Shiro Nakajima
志朗 中嶋
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Abstract

PROBLEM TO BE SOLVED: To provide an improvement body establishment method for easily an inexpensively forming a wall-shaped improvement body improvement area of a hexagonal (honeycomb) lattice shape, a parallelogram lattice shape and a triangular lattice shape considered to be effective in a wall-shaped improvement body and a liquefaction countermeasure having a predetermined wall thickness.SOLUTION: The improvement body establishment method comprises a predetermined distance collimator composite nozzle composed of three or more of injection nozzles for injecting a hardener liquid jet flow at a predetermined angle in the radial direction under high pressure into a tip part peripheral surface of a rod for establishing the wall-shaped improvement body having the predetermined wall thickness, and three pieces or more of a plurality of hardener liquid jet flows injected from the predetermined distance collimator composite nozzle, arrive at and pass through an underground target area separated by a predetermined distance at a predetermined angle in the radial direction from the rod, at a predetermined substantially equal interval distance with the adjacent hardener liquid jet flows, and the hardener liquid jet flows are injected from the predetermined distance collimator composite nozzle while inserting or pulling up the rod in the predetermined ground.

Description

本発明は、軟弱地盤の安定、地山支保、トンネル支保工、構築物の基礎、構築物の基礎補強、液状化防止、遮水用地中壁、地下水湧水防止などを目的として用いられる地盤改良工法のうち、ノズルから硬化材液を高圧で噴射して改良体を造成する改良体造成方法に関する。 The present invention is a ground improvement construction method used for the purpose of soft ground stability, ground support, tunnel support, structure foundation, structure foundation reinforcement, liquefaction prevention, underground wall for water shielding, groundwater spring prevention, etc. Among them, the present invention relates to an improved body forming method in which a hardened material liquid is injected from a nozzle at a high pressure to form an improved body.

ロッド先端のノズルから硬化材液を高圧で噴射しながらロッドを所定の長さ引き抜いて地盤に改良体を造成する改良体造成工法の従来技術としては、JSG工法やスーパージェット工法などがある。何れの工法も1箇所のノズルから硬化材液を噴射しながらロッドを一定速度で所定回数回転させる工程と、数cmから10cmのステップ幅ロッドを引き上げる工程を繰り返して、所定の長さの円柱状改良体を造成している。また昨今では、ロッドを回転させずに所定角度揺動することで半円状改良体や扇形状改良体を造成する工法も用いられている。 As conventional techniques for the improved body construction method in which the rod is pulled out from the nozzle at the tip of the rod at a high pressure and the rod is pulled out by a predetermined length to create an improved body on the ground, there are a JSG method and a super jet method. Each method repeats the process of rotating the rod a predetermined number of times at a constant speed while ejecting the curing material liquid from one nozzle, and the process of pulling up the step width rod of several centimeters to 10 centimeters to form a cylindrical shape having a predetermined length. An improved body has been created. In recent years, a method of creating a semicircular improved body or a fan-shaped improved body by swinging a predetermined angle without rotating the rod is also used.

特開2001−295260号公報JP 2001-295260 A 特開平8−302663号公報JP-A-8-302663

総合土木研究所発行「基礎工 2009年5月号」Issued by the General Public Works Research Institute, “Foundation Works, May 2009”

以上のような従来技術では、所定深度にロッドを挿入し、ロッド先端に装着されたノズルから硬化材液を噴射しながらロッドを一定速度で所定回数回転もしくは揺動させる回転揺動工程と、数cmから10cmのステップ幅ロッドを引き上げる引上工程を有し、これら二つの工程を改良長の長さ繰り返して行った後、ロッドを地上に引き抜くことで円柱状や所定角度の扇柱状の形状を有する改良体を造成するために用いられ、かつ何れの従来工法も、大口径化を目的としているため、硬化剤液のジェットを遠くへ飛ばすことを第一目的として開発されてきた。一方で、壁状の改良体については、従来工法で造成した場合、10cm未満の壁厚でしか造成できなかったため、土木工事においてその用途も少なく、殆ど利用されていない。   In the prior art as described above, a rotating and swinging process in which a rod is inserted at a predetermined depth and the rod is rotated or swung a predetermined number of times at a constant speed while ejecting a curing material liquid from a nozzle attached to the tip of the rod, It has a pulling-up process of pulling up a step width rod of 10 cm to 10 cm, and after repeating these two processes for a length of improved length, the rod is pulled out to the ground to form a cylindrical shape or a fan-shaped shape with a predetermined angle. Since all the conventional methods are intended to increase the diameter, they have been developed with the primary purpose of flying the jet of the curing agent solution far away. On the other hand, when the wall-like improved body is formed by a conventional construction method, it can only be formed with a wall thickness of less than 10 cm, so that it is rarely used in civil engineering work.

しかしもし、ロッドの回転や揺動がなく、ロッドの引上げや挿入だけで壁厚が20cm以上ある壁状改良体が短時間に容易に安価に造成できる工法があれば、昨今の我が国で大きな問題となっている液状化対策等に非常に有効と考えられる六角形(ハニカム)格子状や四角形格子状(平行四辺形含む)や三角形格子状の壁状改良体改良域も自在にかつ安価に形成することができる。   However, if there is a construction method that can easily and inexpensively build a wall-like improved body with a wall thickness of 20 cm or more by simply pulling up and inserting the rod, there is no major problem in Japan today. Hexagonal (honeycomb) lattice shape, quadrangular lattice shape (including parallelogram) and triangular lattice-shaped wall improvement body improvement area which is considered to be very effective for liquefaction countermeasures, etc. can be freely and inexpensively formed can do.

そこで本発明は、地中に挿入したロッドの先端部のノズルより硬化材液を高圧で噴射して、所定壁厚を有する壁状改良体を造成するために、ロッドの先端部周面に硬化剤液ジェット噴流を高圧で径方向に所定角度で噴射する噴射ノズル3個以上からなる所定距離照準複合ノズルを有し、かつ所定距離照準複合ノズルから噴射された3本以上の複数の硬化剤液ジェット噴流は、ロッドから径方向に所定角度で所定距離離れた地中ターゲット域を、隣り合う硬化剤液ジェット噴流と所定の略等間隔距離をもって到達および通過することと、所定地盤で前記ロッドを挿入もしくは引上げながら所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射することで壁状改良体を形成することを特徴とした。 Accordingly, the present invention hardens the tip peripheral surface of the rod in order to create a wall-like improved body having a predetermined wall thickness by injecting the curing material liquid at a high pressure from the nozzle at the tip of the rod inserted into the ground. A plurality of three or more curing agent liquids that have a predetermined distance aiming composite nozzle composed of three or more injection nozzles that inject the agent liquid jet at a predetermined angle in a radial direction at a high pressure, and are ejected from the predetermined distance aiming composite nozzle The jet jet reaches and passes through an underground target area that is a predetermined distance away from the rod at a predetermined angle in a radial direction with a predetermined substantially equal distance from an adjacent hardener liquid jet jet, and the rod is moved at a predetermined ground. A wall-like improvement body is formed by ejecting a jet of a hardener liquid jet from a composite nozzle aiming at a predetermined distance while being inserted or pulled up.

これによれば、ロッドを回転や揺動することなく、ロッドの挿入もしくは引上げを行いながら所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射することで、ロッドから径方向に所定角度で所定距離離れた地中ターゲット域において所定の壁厚を有する壁状改良体を容易に造成することができる。 According to this, the hardener liquid jet jet is ejected from the predetermined distance aiming composite nozzle while inserting or pulling up the rod without rotating or swinging the rod, so that a predetermined distance from the rod at a predetermined angle in the radial direction. A wall-like improved body having a predetermined wall thickness can be easily created in a remote underground target area.

さらに本発明は、所定距離照準複合ノズルから噴射された3本以上の複数の硬化剤液ジェット噴流が、ロッドから径方向に所定角度で所定距離離れた地中ターゲット域を、略水平配置もしくは所定角度の略斜め配置もしくは略V字配置もしくは略逆V字配置で到達および通過することを特徴とした。 Further, according to the present invention, a ground target area in which a plurality of three or more hardener liquid jets jetted from a predetermined distance aiming composite nozzle are separated from each other by a predetermined distance in a radial direction from a rod is arranged substantially horizontally or predetermined. It is characterized in that it reaches and passes through a substantially oblique arrangement of angles, a substantially V-shaped arrangement, or a substantially inverted V-shaped arrangement.

これによれば、造成される壁状改良体の硬化剤液混練度が一定し硬化時強度が均質に出来る上、壁状改良体の側面部及び上部及び下部の造成面が整って形状が安定する。 According to this, the hardening agent liquid kneading degree of the wall improvement body to be formed can be made constant and the strength at the time of hardening can be made uniform, and the side surface portion and the upper and lower formation surfaces of the wall improvement body are arranged and the shape is stable. To do.

また、本発明は、ロッド先端部周面に複数の所定距離照準複合ノズルを有し、所定地点で所定方向に所定本数、それぞれロッドを所定地盤および所定地点で挿入もしくは引上げながら複数の所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射することで、六角形(ハニカム)格子状もしくは平行四辺形格子状もしくは三角形格子状の壁状改良体改良域を形成することを特徴とした。 In addition, the present invention has a plurality of predetermined distance aiming composite nozzles on the peripheral surface of the rod tip, and a plurality of predetermined distance aiming while inserting or pulling up the rods at a predetermined point and a predetermined direction in a predetermined direction. By injecting a hardener liquid jet from a composite nozzle, a wall-like improved region having a hexagonal (honeycomb) lattice shape, a parallelogram lattice shape, or a triangular lattice shape is formed.

これによれば、液状化対策等に非常に有効と考えられる六角形(ハニカム)格子状や平行四辺形格子状や三角形格子状の所定壁厚を有する壁状改良体改良域が短時間にかつ安価に形成することができる。 According to this, a wall-like improved body improvement region having a predetermined wall thickness in a hexagonal (honeycomb) lattice shape, a parallelogram lattice shape, or a triangular lattice shape, which is considered to be very effective for countermeasures against liquefaction, etc. can be obtained in a short time. It can be formed at low cost.

本発明を用いると、例えばロッドから径方向に2m離れた地点や、2.5m離れた地点など所定距離離れた地中ターゲット域における壁状改良体の壁厚が20cmや30cmや40cmや50cmといった所定壁厚で確実かつ容易に造成できる。 When the present invention is used, for example, the wall thickness of the wall-like improvement body in the underground target area at a predetermined distance such as a point 2 m away from the rod in the radial direction or a point 2.5 m away is 20 cm, 30 cm, 40 cm or 50 cm. It can be reliably and easily created with a predetermined wall thickness.

さらに本発明によると、同様の壁状改良体同士を隣接接続配置することで、60cmはもとより1mを超す壁厚の壁状改良体も容易に形成できるので、止水壁や支持壁に適用することもできる。 Furthermore, according to the present invention, a wall-like improved body having a wall thickness exceeding 1 m as well as 60 cm can be easily formed by arranging adjacent wall-shaped improved bodies adjacent to each other. You can also.

また本発明は、硬化剤液ジェット噴流の噴射圧力(現行では概ね20MPから60MPを想定)により数値は変化するが、ロッドから径方向に所定距離離れた地中ターゲット域までの距離を0.5mから5m程度の範囲内において自在に設定でき、かつ地中ターゲット域における硬化剤液ジェット噴流の間隔距離と硬化剤液ジェット噴流の数を自在に設定できるので、用途に適した大きさを有する壁状改良体を容易に形成することができる。 In the present invention, the numerical value changes depending on the injection pressure of the hardener liquid jet (currently approximately 20 to 60 MP is assumed), but the distance from the rod to the underground target area that is a predetermined distance in the radial direction is 0.5 m. Can be set freely within a range of about 5 m from 5 m, and the distance between the hardener liquid jets and the number of hardener liquid jets in the underground target area can be freely set, so that the wall has a size suitable for the application. A shape improvement body can be formed easily.

さらに本発明によって造成される壁状改良体や、六角形(ハニカム)格子状や平行四辺形格子状や三角形格子状の壁状改良体改良域は、大きさや配置だけでなく、壁厚や配置間隔を自在に設定することができる上、ロッドに配置する所定距離照準複合ノズルを構成するノズルの個数や口径やその配置の設定も自在に設定することができる。本発明は止水目的や液状化対策や仮設土留壁などの地盤改良で広い用途に対応できるだけでなく環境への負荷も軽減しながら材料の減少や施工コスト低減や工期短縮という効果が期待できるだけでなく、他形状の平板改良体や扇状改良体等と組み合わせることで、より複雑な構造を持つ改良域の形成に活用でき、今後これまでにない用途への活用の可能性も有している。 Furthermore, the wall-like improvement body created by the present invention, the hexagonal (honeycomb) lattice shape, the parallelogram lattice shape, and the triangular lattice-like wall shape improvement body area are not only the size and the arrangement, but also the wall thickness and the arrangement. The interval can be set freely, and the number of nozzles constituting the predetermined distance aiming composite nozzle arranged on the rod, the diameter, and the arrangement thereof can also be set freely. The present invention can not only respond to a wide range of applications by ground improvement such as water stoppage, countermeasures against liquefaction, and temporary retaining walls, but it can also be expected to have the effect of reducing materials, reducing construction costs and shortening the construction period while reducing the burden on the environment. In combination with other types of flat plate improvements, fan-like improvements, etc., it can be used to form improved areas with more complex structures, and has the potential to be used for unprecedented applications in the future.

本発明の実施例で、所定距離照準複合ノズルを1箇所に設置したロッドの正面図である。In the Example of this invention, it is a front view of the rod which installed the predetermined distance aiming compound nozzle in one place. 本発明の実施例で、施工マシンでロッドを対象地盤の所定深度に挿入した状態の正面図である。In the Example of this invention, it is a front view of the state which inserted the rod in the predetermined depth of the target ground with the construction machine. 本発明の実施例で、所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射した状態を示す側面図である。In the Example of this invention, it is a side view which shows the state which injected the hardening | curing agent liquid jet jet from the predetermined distance aiming composite nozzle. 本発明の実施例で、所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射した状態を示す斜視図である。In the Example of this invention, it is a perspective view which shows the state which injected the hardening | curing agent liquid jet jet from the predetermined distance aiming composite nozzle. 本発明の実施例で、造成される壁状改良体を示す図である。It is a figure which shows the wall-shaped improvement body created in the Example of this invention. 本発明の実施例で、所定距離照準複合ノズルを3箇所に設置したロッドの断面図である。In the Example of this invention, it is sectional drawing of the rod which installed the predetermined distance aiming composite nozzle in three places. 本発明の実施例で、本発明の実施例で、造成される壁状改良体を示す図である。In the Example of this invention, it is a figure which shows the wall-shaped improvement body created in the Example of this invention. 本発明の実施例で、本発明の実施例で、造成される壁状改良域を示す図である。In the Example of this invention, it is a figure which shows the wall-shaped improvement area | region formed in the Example of this invention. 本発明の実施例で、本発明の実施例で、造成される壁状改良域を示す図である。In the Example of this invention, it is a figure which shows the wall-shaped improvement area | region formed in the Example of this invention. 本発明の実施例で、本発明の実施例で、造成される壁状改良域を示す図である。In the Example of this invention, it is a figure which shows the wall-shaped improvement area | region formed in the Example of this invention.

本発明に用いるロッド1は、先端の側面に3個以上の噴射ノズル2からなる所定距離照準複合ノズル3を有している。噴射ノズル2を1個構成するノズル数は1個でも口径の小さいもの複数個でもよい。また所定距離照準複合ノズル3を構成する噴射ノズル2の相互配置は、V字状配置や斜め配置や水平配置ランダム配置いずれでもよいが、所定距離照準複合ノズル3より噴射される複数の硬化剤液ジェット噴流4は、ロッド1から径方向に所定距離(例えばロッドから径方向に2m)離れた地中ターゲット域5を、それぞれが隣り合う硬化剤液のジェット噴流4と略等間隔距離(例えば凡そ15cm)で地盤を通過するように、各噴射ノズル2が配置位置と方向と角度とノズル径を調整して配置されている。ロッド1の先端に方向の異なる所定距離照準複合ノズル3を複数配置して、同時に壁状改良体31を複数造成することも可能である。   The rod 1 used in the present invention has a predetermined distance aiming composite nozzle 3 composed of three or more injection nozzles 2 on the side surface of the tip. The number of nozzles constituting one injection nozzle 2 may be one or a plurality of nozzles having a small diameter. Further, the mutual arrangement of the injection nozzles 2 constituting the predetermined distance aiming composite nozzle 3 may be any of a V-shaped arrangement, an oblique arrangement, and a horizontal arrangement random arrangement, but a plurality of curing agent liquids injected from the predetermined distance aiming composite nozzle 3. The jet jet 4 is located at a substantially equal distance (for example, about a distance from the jet jet 4 of the hardener liquid adjacent to each other in an underground target area 5 that is separated from the rod 1 by a predetermined distance in the radial direction (for example, 2 m in the radial direction from the rod). Each injection nozzle 2 is arranged by adjusting the arrangement position, direction, angle and nozzle diameter so as to pass through the ground at 15 cm). It is also possible to arrange a plurality of predetermined distance aiming composite nozzles 3 in different directions at the tip of the rod 1 and simultaneously create a plurality of wall-shaped improvement bodies 31.

またロッド1の断面形状は円形または四角形または六角形等いずれでもよく、内部に硬化材液、圧縮空気、水の通路をそれぞれ必要数有しており、二重管または三重管または四重管または多孔管いずれの構造でもよい。また内部にはその他に排泥用通路や通信用通路を適宜設けることもある。ロッド1の表面には、方向確認管理用の垂直目印や、挿入または引上げ距離管理用として水平目印を凹部形成による線状や点状、塗料やシールによる線状や点状で記すこともある。所定距離照準複合ノズル3を1箇所有するロッド1の例を図1に示す。図1のロッド1は一辺が14cmの四角形で、先端部に噴射ノズル2a、噴射ノズル2b、噴射ノズル2cを有しており、それぞれのノズル口径は同一で内径4mmを有し、ここで噴射ノズル2aと噴射ノズル2bは上下位置で10cm、左右位置で5cm、斜め位置で11.2cm離れて配置され、噴射ノズル2bと噴射ノズル2cも上下位置で10cm、左右位置で5cm、斜め位置で11.8cm離れて配置されている。また、噴射ノズル2a、噴射ノズル2b、噴射ノズル2cの噴射方向は、噴射ノズル2aが径方向に向かって時計回りと逆に(左に)2.86°かつ下方向に2.86°、噴射ノズル2bが径方向に向かって真っ直ぐに、噴射ノズル2cが径方向に向かって時計回りに(右に)2.86°かつ上方向に2.86°調整されている。これにより所定距離照準複合ノズル3の照準距離を2.0mとしている。ここでは噴射ノズル2a、噴射ノズル2b、噴射ノズル2cの3個の噴射ノズルにより所定距離照準複合ノズル3を構成したが、4個以上の噴射ノズル2で構成してもよく、またそれぞれの噴射ノズル2の口径は同一でもよいし、個別に異なっていてもよい。 Further, the cross-sectional shape of the rod 1 may be any of a circular shape, a quadrangular shape, a hexagonal shape, etc., and each has a necessary number of passages for a hardening material liquid, compressed air, and water. Any structure of a perforated tube may be used. In addition, a mud discharge passage and a communication passage may be appropriately provided inside. On the surface of the rod 1, a vertical mark for direction confirmation management and a horizontal mark for insertion or pulling distance management may be written in a line shape or a dot shape by forming a recess, or a line shape or a dot shape by a paint or a seal. An example of the rod 1 having one predetermined distance aiming composite nozzle 3 is shown in FIG. The rod 1 in FIG. 1 is a quadrangle with a side of 14 cm, and has an injection nozzle 2a, an injection nozzle 2b, and an injection nozzle 2c at the tip. The nozzle diameter is the same and the inner diameter is 4 mm. 2a and the injection nozzle 2b are arranged 10 cm apart in the vertical position, 5 cm in the horizontal position, and 11.2 cm apart in the oblique position. The injection nozzle 2b and the injection nozzle 2c are also 10 cm in the vertical position, 5 cm in the horizontal position, and 11. 8 cm apart. Further, the injection directions of the injection nozzle 2a, the injection nozzle 2b, and the injection nozzle 2c are 2.86 ° and 2.86 ° in the downward direction, opposite to the clockwise direction (leftward) of the injection nozzle 2a. The nozzle 2b is adjusted straightly in the radial direction, and the injection nozzle 2c is adjusted 2.86 ° clockwise (to the right) and 2.86 ° upward in the radial direction. Thereby, the aiming distance of the predetermined distance aiming composite nozzle 3 is set to 2.0 m. Here, the predetermined distance aiming composite nozzle 3 is constituted by the three injection nozzles of the injection nozzle 2a, the injection nozzle 2b, and the injection nozzle 2c, but may be constituted by four or more injection nozzles 2, and each of the injection nozzles. The apertures of 2 may be the same or different from each other.

本発明に用いる施工マシン11は、ロッド1の所定位置を把持して、所定挿入速度および所定引上げ速度でロッド1を所定速度で所定距離挿入または引上げる挿入引上げ手段と、ロッド1の方向を変更できる回転手段とを有しており、これら手段をリアルタイムで管理し、プログラムに沿って実行できる管理装置を接続してもよい。施工マシン11で図1のロッド1を対象地盤21の所定深度に挿入した状態の例を図2に示す。尚、ロッド1の地上側最上部にはスイベルが接続され、地上のプラントから硬化材液、圧縮空気、水などが専用のホースを介してスイベルからロッド1の内部へと送られている。 The construction machine 11 used in the present invention changes the direction of the rod 1 with an insertion pulling means that holds a predetermined position of the rod 1 and inserts or pulls the rod 1 at a predetermined speed at a predetermined insertion speed and a predetermined pulling speed. And a rotation device that can manage the device in real time and connect a management device that can be executed in accordance with the program. An example of the state in which the rod 1 of FIG. 1 is inserted at a predetermined depth of the target ground 21 by the construction machine 11 is shown in FIG. A swivel is connected to the top of the rod 1 on the ground side, and a hardening material liquid, compressed air, water, and the like are sent from the swivel to the inside of the rod 1 through a dedicated hose.

図1のロッド1を用いて所定距離照準複合ノズル3から硬化剤液ジェット噴流4aと硬化剤液ジェット噴流4bと硬化剤液ジェット噴流4cを噴射している状態の側面図を図3に、同様の斜視図を図4に示す。この時、硬化剤液ジェット噴流4aと硬化剤液ジェット噴流4bと硬化剤液ジェット噴流4cはロッドから径方向に2.0m離れた地中ターゲット域5において3本の硬化剤液ジェットが水平に並び、かつ隣り合う硬化剤液ジェット噴流と15cmの間隔で地中を通過している。ここでは硬化剤液の噴射圧力を40Mpとした場合の数値としているが、硬化剤液の噴射圧力は任意に設定可能で、通常20Mpから60Mp程度を用いる。また図3では所定距離照準複合ノズル3の照準距離を2.0m、隣り合う硬化剤液ジェット噴流の間隔を15cmとしたが、これらの数値も任意に設定可能で、通常は所定距離照準複合ノズル3の照準距離は1.0m〜4.5m、隣り合う硬化剤液ジェット噴流の間隔は8cm〜25cm程度を用いる。また、本実施例では硬化剤液ジェット噴流4aと硬化剤液ジェット噴流4bと硬化剤液ジェット噴流4cが地中ターゲット域5において相互隣接する硬化剤液ジェット噴流と等間隔の水平に位置しているが、所定角度の斜め配置やV字型配置や逆V字型配置で設定してもよい。 The side view of the state in which the hardener liquid jet 4a, the hardener liquid jet 4b, and the hardener liquid jet 4c are ejected from the predetermined distance aiming composite nozzle 3 using the rod 1 of FIG. 1 is the same as FIG. A perspective view of this is shown in FIG. At this time, the hardener liquid jet 4a, the hardener liquid jet 4b, and the hardener liquid jet 4c are arranged such that three hardener liquid jets are horizontally arranged in the underground target area 5 which is 2.0 m away from the rod in the radial direction. It passes through the ground at an interval of 15 cm with the adjacent hardener liquid jet. Here, the numerical value when the spraying pressure of the curing agent liquid is 40 Mp is used, but the spraying pressure of the curing agent liquid can be arbitrarily set, and usually about 20 to 60 Mp is used. In FIG. 3, the aiming distance of the predetermined distance aiming composite nozzle 3 is 2.0 m, and the interval between adjacent hardener liquid jets is 15 cm. However, these numerical values can also be arbitrarily set, and usually the predetermined distance aiming composite nozzle The aiming distance of 3 is 1.0 m to 4.5 m, and the interval between adjacent hardener liquid jets is about 8 cm to 25 cm. Further, in this embodiment, the hardener liquid jet 4a, the hardener liquid jet 4b, and the hardener liquid jet 4c are positioned horizontally at equal intervals with the adjacent hardener liquid jet in the underground target region 5. However, it may be set by an oblique arrangement of a predetermined angle, a V-shaped arrangement, or an inverted V-shaped arrangement.

図5に図1および図3および図4のロッド1を地中の所定深度まで所定速度(例えば秒速5cm)で引上げながら所定距離照準複合ノズル3から硬化剤液ジェット噴流4を噴射し、所定長の壁状改良体31を造成した例を示す。図5の壁状改良体31は、ロッドから径方向に2.0mの地点において壁幅が45cm程度となり、ロッドから径方向2.0mまでは全域改良されており、ロッドから径方向2.0m以遠では一部未改良域を有し、ロッド1周辺での壁幅はおおよそ20cmである。また所定距離での壁幅は、ジェット噴流の本数×ジェット分量の所定距離での間隔+ジェット噴流個々の所定距離での噴流幅×1/2の式でおおよそ算出でき、所定距離での必要な壁幅に応じて、硬化剤液の噴射圧力や使用するノズル径やジェット噴流の本数などを決めることもできる。ここでは、ロッド1を引上げながら壁状改良体31を造成した例を示したが、ロッド1を挿入しながら壁状改良体31を造成してもよい。尚、ロッド1周辺での壁厚がロッド径(14cm)より大きくなるのは、ロッド1の挿入や引上げに際し、ロッド1と周辺地盤の間に間隙が生じ、そこに硬化剤液や排泥が入り込んで固化されるためである。 In FIG. 5, the hardener liquid jet 4 is ejected from the composite nozzle 3 for a predetermined distance while the rod 1 of FIGS. 1, 3, and 4 is pulled up to a predetermined depth in the ground at a predetermined speed (for example, 5 cm per second) to a predetermined length. An example in which the wall-shaped improved body 31 is constructed is shown. The wall-like improved body 31 in FIG. 5 has a wall width of about 45 cm at a point 2.0 m in the radial direction from the rod, the entire area has been improved from the rod to 2.0 m in the radial direction, and 2.0 m in the radial direction from the rod. In the distance, there is a part of the unmodified area, and the wall width around the rod 1 is approximately 20 cm. The wall width at a predetermined distance can be roughly calculated by the equation: number of jet jets × interval at a predetermined distance of jet amount + jet width at a predetermined distance of each jet jet × 1/2, and the required width at a predetermined distance. Depending on the wall width, the injection pressure of the curing agent liquid, the nozzle diameter to be used, the number of jet jets, and the like can be determined. Here, an example in which the wall-like improvement body 31 is created while pulling up the rod 1 is shown, but the wall-like improvement body 31 may be created while the rod 1 is inserted. The wall thickness around the rod 1 is larger than the rod diameter (14 cm) when the rod 1 is inserted or pulled up, a gap is created between the rod 1 and the surrounding ground, and there is a hardener liquid or waste mud. This is because it enters and solidifies.

図6に、所定距離照準複合ノズル3を3箇所有するロッド1を示す。各々の所定距離照準複合ノズル3A、所定距離照準複合ノズル3B、所定距離照準複合ノズル3Cはそれぞれが、図1と同様に噴射ノズル2a、噴射ノズル2b、噴射ノズル2cから構成されており、広角120°配置でかつロッド1の異なる高さにある。ここで異なる高さに配置したのは噴射ノズル2各々の背後水平距離(ノズル噴出前の硬化剤液助走距離)を十分にとるためである。尚、図6ではロッド1の内部構造の図示は省略し、噴射ノズル2a〜噴射ノズル2cと所定距離照準複合ノズル3A〜所定距離照準複合ノズル3Cと中心点のみを示している。 FIG. 6 shows a rod 1 having three predetermined distance aiming composite nozzles 3. Each of the predetermined distance aiming composite nozzle 3A, the predetermined distance aiming composite nozzle 3B, and the predetermined distance aiming composite nozzle 3C is composed of the injection nozzle 2a, the injection nozzle 2b, and the injection nozzle 2c as in FIG. ° Arrangement and at different heights of the rod 1. The reason why the nozzles are arranged at different heights is that the horizontal distance behind each of the injection nozzles 2 (curing agent liquid running distance before nozzle injection) is sufficiently taken. 6, illustration of the internal structure of the rod 1 is omitted, and only the injection nozzle 2a to the injection nozzle 2c, the predetermined distance aiming composite nozzle 3A to the predetermined distance aiming composite nozzle 3C, and the center point are shown.

図7に、図6のロッド1を用いて所定長の壁状改良体31を造成した例を示す。所定距離照準複合ノズル3A、所定距離照準複合ノズル3B、所定距離照準複合ノズル3Cによりそれぞれ造成された壁状改良体31はロッドから径方向に2.0mの地中ターゲット域5において壁幅が45cm程度となり、ロッド1から径方向2.0mまでは全域改良されており、ロッド1から径方向2.0m以遠では一部未改良域を有する。 FIG. 7 shows an example in which a wall-shaped improved body 31 having a predetermined length is formed using the rod 1 of FIG. The wall-shaped improved body 31 formed by the predetermined distance aiming composite nozzle 3A, the predetermined distance aiming composite nozzle 3B, and the predetermined distance aiming composite nozzle 3C has a wall width of 45 cm in the underground target area 5 of 2.0 m in the radial direction from the rod. The entire area is improved from the rod 1 to the radial direction of 2.0 m, and a part of the rod 1 is not improved at a distance of 2.0 m or more from the radial direction.

図8に図7と同様の壁状改良体31をロッド1の挿入地点を平面で一辺3.46mの三角形配置にとって3本接合させて造成した場合を示した。壁状改良体31は3方向に壁を同時造成して形成されているため、壁状改良体31を所定間隔で3本接合造成すると六角形(ハニカム)格子状改良域41が容易に造成できる。   FIG. 8 shows a case where three wall-like improved bodies 31 similar to those in FIG. 7 are joined to form a triangular arrangement with a side of 3.46 m on the plane where the rod 1 is inserted. Since the wall-shaped improvement body 31 is formed by simultaneously forming walls in three directions, a hexagonal (honeycomb) lattice-shaped improvement area 41 can be easily formed by joining and forming three wall-shaped improvement bodies 31 at a predetermined interval. .

また、図8の六角形(ハニカム)格子状改良域41の内部に図7と同様の壁状改良体31を1本所定方向で造成した例を図9に示した。このように平行四辺形格子状改良域42を容易に造成することができる。 Further, FIG. 9 shows an example in which one wall-like improved body 31 similar to that in FIG. 7 is formed in a predetermined direction inside the hexagonal (honeycomb) lattice-like improved region 41 in FIG. In this way, the parallelogram lattice improvement region 42 can be easily created.

図9のように、壁状改良体31の最薄部の壁厚部分(本例では概ね20cm)の箇所に、別の壁状改良体31の最厚部分(本例では概ね45cm)もしくは最厚部分近辺を連結させる配置をとることで、形成される平行四辺形格子状改良域42の強度を向上させることができる。 As shown in FIG. 9, the thickest part (approximately 45 cm in this example) or the thickest part of another wall-like improved body 31 is placed at the thinnest wall thickness part (approximately 20 cm in this example). By taking an arrangement in which the vicinity of the thick portion is connected, the strength of the parallelogram-shaped lattice improvement region 42 to be formed can be improved.

さらに図10では、図9の平行四辺形格子状改良域42に、図7と同様の壁状改良体31を1本所定方向でさらにもう1本造成して、三角形格子状改良域43を造成した例を示した。本実施例では3方向に壁を同時造成する壁状改良体31の地中ターゲット域5をロッドから径方向2.0m、壁厚を最薄部で概ね20cm、最厚部で概ね45cmと設定したが、同時造成する方向数(壁の枚数)や地中ターゲット域5のロッドからの距離や壁厚の設定は目的や現場条件に応じて設定は自在である。 Further, in FIG. 10, a triangular lattice-shaped improvement region 43 is formed in the parallelogram lattice-shaped improvement region 42 of FIG. An example was given. In the present embodiment, the underground target area 5 of the wall-like improved body 31 that simultaneously forms walls in three directions is set to 2.0 m in the radial direction from the rod, the wall thickness is set to approximately 20 cm at the thinnest part, and approximately 45 cm at the thickest part. However, the number of directions to be created simultaneously (number of walls), the distance from the rod of the underground target area 5 and the wall thickness can be set according to the purpose and on-site conditions.

また、図10では図9とロッド1挿入位置が同一箇所で壁状改良体31を造成しているが、ロッド1挿入地点の硬化もしくは崩壊が危惧される場合や短時間で効率よく三角形格子状改良域43を造成したい場合の方法として、図9の壁状改良体31についてはロッド1を挿入しながら造成し、造成最下部より引き続いて図10の壁状改良体31はロッド1を引上げながら造成してもよい。 Further, in FIG. 10, the wall-like improved body 31 is formed at the same insertion position as the rod 1 in FIG. 9, but the triangular lattice-like improvement can be efficiently performed in a short time when there is a risk of hardening or collapse of the insertion position of the rod 1. As a method for creating the region 43, the wall-like improved body 31 shown in FIG. 9 is formed while the rod 1 is inserted, and the wall-like improved body 31 shown in FIG. May be.

本発明の実施例においては、硬化剤液を噴射する場合について説明したが、土壌改良剤や骨材や特殊繊維を混入した硬化剤液や、アスファルト液であってもよい。 In the embodiment of the present invention, the case of injecting the curing agent liquid has been described. However, a curing agent liquid mixed with a soil conditioner, aggregate, or special fiber, or an asphalt liquid may be used.

また、地盤に対してロッドを所望する方向に挿入することにより、垂直方向の他、水平方向あるいは斜め方向などの任意の方向に格子状改良域を形成してもよい。   Moreover, you may form a grid | lattice improvement area | region in arbitrary directions, such as a horizontal direction or a diagonal direction other than a perpendicular direction, by inserting a rod with respect to the ground in the desired direction.

以上、図面を参照して本発明の実施形態を説明したが、本発明は、図示した実施形態のものに限定されない。図示された実施形態に対して、本発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。 As mentioned above, although embodiment of this invention was described with reference to drawings, this invention is not limited to the thing of embodiment shown in figure. Various modifications and variations can be made to the illustrated embodiment within the same range or equivalent range as the present invention.

本発明は、地中での改良体造成方法と改良体造成装置に関連する産業で利用される。   INDUSTRIAL APPLICATION This invention is utilized in the industry relevant to the improved body formation method and improved body formation apparatus in the ground.

1…ロッド、2…噴射ノズル、3…所定距離照準複合ノズル、4…硬化剤液ジェット噴流、5…地中ターゲット域、11…施工マシン、21…対象地盤、31…壁状改良体、41…六角形(ハニカム)格子状改良域、42…平行四辺形格子状改良域、43…三角形格子状改良域













DESCRIPTION OF SYMBOLS 1 ... Rod, 2 ... Injection nozzle, 3 ... Predetermined distance aiming composite nozzle, 4 ... Hardener liquid jet, 5 ... Underground target area, 11 ... Construction machine, 21 ... Target ground, 31 ... Wall-shaped improvement body, 41 ... hexagonal (honeycomb) lattice improvement region, 42 ... parallelogram lattice improvement region, 43 ... triangular lattice improvement region













Claims (3)

地中に挿入したロッドの先端部のノズルより硬化材液を高圧で噴射して、所定壁厚を有する壁状改良体を造成するために、
ロッドの先端部周面に硬化剤液ジェット噴流を高圧で径方向に所定角度で噴射する噴射ノズル3個以上からなる所定距離照準複合ノズルを有し、
かつ前記所定距離照準複合ノズルから噴射された3本以上の複数の硬化剤液ジェット噴流は、ロッドから径方向に所定角度で所定距離離れた地中ターゲット域を、隣り合う硬化剤液ジェット噴流と所定の略等間隔距離をもって到達および通過することと、
所定地盤で前記ロッドを挿入もしくは引上げながら前記所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射することで壁状改良体を形成することを特徴とする改良体造成方法。
In order to create a wall-like improvement body having a predetermined wall thickness by injecting the curing material liquid at a high pressure from the nozzle at the tip of the rod inserted into the ground,
A predetermined distance aiming composite nozzle composed of three or more injection nozzles for injecting a hardener liquid jet at a predetermined angle in a radial direction at a high pressure on the peripheral surface of the tip of the rod;
And the three or more plural hardener liquid jets ejected from the predetermined distance aiming composite nozzle are used as an adjoining hardener liquid jet in an underground target area that is a predetermined distance away from the rod in the radial direction by a predetermined angle. Reaching and passing at a predetermined substantially equidistant distance;
An improved body forming method comprising forming a wall-like improved body by ejecting a hardener liquid jet from the predetermined distance aiming composite nozzle while inserting or pulling up the rod on a predetermined ground.
前記所定距離照準複合ノズルから噴射された3本以上の複数の硬化剤液ジェット噴流が、ロッドから径方向に所定角度で所定距離離れた地中ターゲット域を、略水平配置もしくは所定角度の略斜め配置もしくは略V字配置もしくは略逆V字配置で到達および通過することを特徴とする請求項1の改良体造成方法。 A plurality of hardener liquid jets of three or more jets ejected from the predetermined distance aiming composite nozzle are arranged in a substantially horizontal position or at an oblique angle with a predetermined angle at a predetermined distance from the rod at a predetermined angle in the radial direction. 2. The improved body construction method according to claim 1, wherein it reaches and passes through an arrangement, a substantially V-shaped arrangement or a substantially inverted V-shaped arrangement. ロッド先端部周面に複数の所定距離照準複合ノズルを有し、
所定地点で所定方向に所定本数、それぞれ前記ロッドを所定地盤および所定地点で挿入もしくは引上げながら複数の所定距離照準複合ノズルから硬化剤液ジェット噴流を噴射することで、六角形格子状もしくは平行四辺形格子状もしくは三角形格子状の壁状改良体改良域を形成することを特徴とする請求項1もしくは請求項2記載の改良体造成方法。
















It has a plurality of predetermined distance aiming composite nozzles on the peripheral surface of the rod tip,
Hexagonal lattice or parallelogram by ejecting hardener liquid jet from a plurality of predetermined distance aiming composite nozzles while inserting or pulling up the rods at a predetermined point in a predetermined direction and in a predetermined direction respectively at a predetermined ground and a predetermined point 3. A method for producing an improved body according to claim 1 or 2, wherein a wall-like improved body improvement area having a lattice shape or a triangular lattice shape is formed.
















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