JP2013036213A - Ground division improvement method - Google Patents

Ground division improvement method Download PDF

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JP2013036213A
JP2013036213A JP2011172466A JP2011172466A JP2013036213A JP 2013036213 A JP2013036213 A JP 2013036213A JP 2011172466 A JP2011172466 A JP 2011172466A JP 2011172466 A JP2011172466 A JP 2011172466A JP 2013036213 A JP2013036213 A JP 2013036213A
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nozzle
ground
rod
creation step
improvement
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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 a method for improving divided ground including unimproved ground.SOLUTION: On a peripheral surface of a rod distal end, in order to jet a hardener liquid by a high pressure at a prescribed angle in a circumferential direction, a first nozzle 2 is arranged downwards on a rod axial direction ground hand side and a second nozzle 3 is arranged upwards on a rod axial direction underground distal end side, keeping such a distance that the hardener liquids jetted from the first nozzle 2 and the second nozzle 3 are not brought into contact with each other at the same time and at the same spot. By mixing the hardener liquid into the ground by the high pressure from the first nozzle 2 and the second nozzle 3 while axially rotating a rod 1 at the prescribed angle in one circumferential direction at a prescribed depth, a dish-like first nozzle planar improvement body 51 and a second nozzle planar improvement body 52 inclined at the prescribed angle respectively are formed simultaneously. Also, the first nozzle planar improvement body 51 and the second nozzle planar improvement body 52 are crossed and connected with each other with a short time difference on a prescribed radius circumference in the circumferential direction centering on the rod 1, an improvement area 61 in an abacus bead shape containing unimproved ground 71 is formed, and thus the ground of a prescribed area is divided.

Description

本発明は、ロッドを地中に挿入して、ロッドに設けられた噴射ノズルから硬化材液を噴射して板状改良体を造成することで未改良地盤を包合し、所定地盤を分割改良する方法に関する。 The present invention inserts a rod into the ground and injects a hardened material liquid from an injection nozzle provided on the rod to create a plate-like improved body, thereby encapsulating the unimproved ground and dividing and improving the predetermined ground On how to do.

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た地盤改良工法は従来より知られている。この地盤改良工法には、ロッドを地中に挿入して、ロッドに設けられた噴射ノズルから硬化材液を噴射して改良体を造成する改良体造成方法があり、例えば、下記特許文献1に開示されている。 Ground improvement methods have been known for the purpose of soft ground stabilization, ground support, tunnel support, structure foundation, structure foundation reinforcement, liquefaction prevention, underground walls for water shielding, groundwater spring prevention, etc. Yes. In this ground improvement method, there is an improved body forming method in which a rod is inserted into the ground and a hardened material liquid is injected from an injection nozzle provided on the rod to form an improved body. It is disclosed.

この特許文献1に開示される改良体の造成方法は、注入管(ロッド)の下端に噴射管を揺動自在に接続し、噴射管先端に噴射ノズルを設け、注入管を地盤に挿入し、噴射ノズルが噴射管と注入管の接続箇所より下方に位置する噴射管が下向き状態で噴射管を左右に揺動させて、噴射ノズル位置を移動または停止させながら硬化材を噴射ノズルから高圧で噴射させ、硬化材を地盤に混入させて、注入管を引抜きおよび/または回転を行い、壁状部と壁状部と直交する板状部を有する壁状改良体を造成している。また、この壁状改良体を複数連結造成することにより、平面方向、垂直方向ともに格子状とし、壁状改良体で囲む非硬化部分の地下水、砂などの流動性を遮断もしくは阻害する。 In this improved method disclosed in Patent Document 1, the injection pipe is connected to the lower end of the injection pipe (rod) in a swingable manner, the injection nozzle is provided at the tip of the injection pipe, the injection pipe is inserted into the ground, Injecting the curing material from the injection nozzle at high pressure while moving or stopping the position of the injection nozzle by swinging the injection pipe from side to side with the injection pipe positioned downward from the connection point between the injection pipe and the injection pipe. Then, the hardened material is mixed into the ground, the injection tube is pulled out and / or rotated, and a wall-like improved body having a wall-like portion and a plate-like portion orthogonal to the wall-like portion is formed. In addition, by connecting and forming a plurality of the wall-like improvement bodies, a grid shape is formed in both the planar direction and the vertical direction, and the fluidity of ground water, sand, etc. in the non-hardened portion surrounded by the wall-like improvement bodies is blocked or inhibited.

つまり、注入管が移動する挿入または引き抜き方向に造成される壁状改良体と、噴射ノズルが噴射する左右方向に造成される壁状改良体とにより、格子状または多角形の筒状体群に改良体が構成される。 That is, a wall-like improvement body formed in the insertion or extraction direction in which the injection tube moves and a wall-like improvement body formed in the left-right direction in which the injection nozzle injects into a lattice-like or polygonal cylindrical body group. An improved body is constructed.

特許3219372号Japanese Patent No. 3219372

しかしながら、従来の改良体の造成方法においては、数本から十数本の改良体を隣接または連結配置することで四角状や格子状の改良域を形成することはできたが、注入管の引き抜き方向に向かってロッド周面の地盤を所定の大きさで細分化させることは出来ず、地盤改良工法による改良体によって、細かく所定地盤を分割改良することは困難であった。 However, in the conventional improvement method, it was possible to form a square or lattice improvement region by arranging several to a dozen or more improvement members adjacent to or connected to each other. The ground on the rod peripheral surface cannot be subdivided into a predetermined size in the direction, and it has been difficult to divide and improve the predetermined ground finely by the improved body by the ground improvement method.

本発明は、上記した問題に鑑みてなされたものであって、板状改良体を造成することで未改良地盤を包合し、地盤を細かく分割改良できる方法を提供することを目的とする。 This invention is made | formed in view of an above-described problem, Comprising: An unimproved ground is included by creating a plate-shaped improvement body, and it aims at providing the method of dividing and improving a ground finely.

本発明の地盤分割改良方法は、上記目的を達成するために、ロッド先端部の周面に、周方向の所定角度に硬化剤液を高圧で噴射するように個別に設定された複数の噴射ノズルを有し、かつ複数の噴射ノズルは、ロッド軸方向地上手元側に第一ノズルが下向きに、ロッド軸方向地下先端側に第二ノズルが上向きに、当該第一ノズルと第二ノズルから噴射される硬化材液が同時間に同地点で相互に接触しない距離を保って配置されており、ロッドを地中に挿入し、所定深度で前記ロッドを一方の周方向に所定角度軸回転させながら第一ノズルと第二ノズルより硬化材液を地盤に高圧で混入させることにより、それぞれ所定角度傾斜した皿状の第一ノズル板状改良体と第二ノズル板状改良体を同時造成する造成工程1を有し、造成工程1において、第一ノズル板状改良体と第二ノズル板状改良体が前記ロッドを中心とした周方向の所定半径円周上の連結箇所で短時間差をもって相互に交叉連結して、未改良地盤を内部包合したそろばん玉状改良域を形成することで所定域の地盤を分割することを特徴とする。 In order to achieve the above object, the ground division improving method of the present invention has a plurality of injection nozzles individually set so as to inject a hardener liquid at a predetermined angle in the circumferential direction onto the peripheral surface of the rod tip. And a plurality of injection nozzles are injected from the first nozzle and the second nozzle with the first nozzle facing downward on the ground axial side of the rod axis and the second nozzle facing upward on the underground tip side of the rod axis direction. The hardener liquids are arranged at the same point so as not to contact each other at the same time, and the rod is inserted into the ground, and the rod is rotated at a predetermined depth in one circumferential direction while rotating the rod by a predetermined angle. A forming step 1 for simultaneously forming a dish-like first nozzle plate-like improved body and a second nozzle plate-like improved body inclined at a predetermined angle by mixing a hardener liquid into the ground at a high pressure from one nozzle and a second nozzle. In the creation process 1, The one-nozzle plate-like improved body and the second nozzle-plate-like improved body are cross-linked with each other at a connecting point on the circumference of a predetermined radius in the circumferential direction centering on the rod, and the unmodified ground is internally enclosed. The ground of a predetermined area is divided | segmented by forming the abacus ball-shaped improvement area.

これによれば、従来では一つの工程で同時に造成することができなかった、板状改良体でそろばん玉状に未改良地盤を内部包合したそろばん玉状改良域を一つの工程で造成できるため、短時間に所定地盤を分割改良することが容易となる。 According to this, because it is possible to create an abacus ball-shaped improved area in which unmodified ground is internally incorporated into an abacus ball shape with a plate-like improved body, which could not be created simultaneously in one process, in a single process. It becomes easy to divide and improve the predetermined ground in a short time.

また、造成工程1でそろばん玉状改良域を形成したあと、ロッドを別深度まで軸方向に所定距離引抜いて前記造成工程1と同様の造成工程2を実施することで、前記造成工程1で先に形成されたそろばん玉状改良域に内部包合された未改良地盤を、造成工程2で造成される第二ノズル板状改良体によって再分割することができる。これによれば、そろばん玉状改良域に内部包合された未改良地盤を細かく分割することができるので、地盤の分割間隔が細かくなることにより、止水性の向上やそろばん玉状改良域の強度が向上する。 In addition, after forming the abacus bead-shaped improved region in the creation step 1, the rod is pulled out to a different depth in the axial direction by a predetermined distance, and a creation step 2 similar to the creation step 1 is performed, so that the first step in the creation step 1 The unimproved ground that is internally enclosed in the abacus bead-shaped improved area formed in (2) can be subdivided by the second nozzle plate-shaped improved body formed in the forming step 2. According to this, since it is possible to finely divide the unimproved ground internally contained in the abacus beaded improved area, the separation interval of the ground becomes smaller, thereby improving the waterstop and the strength of the abacus beaded improved area. Will improve.

前記造成工程1でそろばん玉状改良域を形成したあと、ロッドを別深度まで軸方向に所定距離引抜いて前記造成工程1と同様の造成工程2を実施することで、前記造成工程1と造成工程2で造成される2つのそろばん玉状改良域の双方に隣接する未改良未包合地盤を、前記第一ノズル板状改良体と第二ノズル板状改良体によって所定形状に包合して分割することができる。これによれば、そろばん玉状改良域に隣接する地盤も包合することができるので、分割の効率がいいだけでなく、そろばん玉状改良域を中心とする改良体全体の止水性と強度が向上する。 After forming the abacus ball-shaped improved region in the creation step 1, the rod is pulled out a predetermined distance in the axial direction to another depth, and the creation step 2 similar to the creation step 1 is carried out, whereby the creation step 1 and the creation step The unimproved unencapsulated ground adjacent to both of the two abacus ball-shaped improved areas formed in 2 is divided into a predetermined shape by the first nozzle plate-shaped improved body and the second nozzle plate-shaped improved body. can do. According to this, since the ground adjacent to the abacus bead improvement area can be included, not only the efficiency of the division is good, but also the waterstop and strength of the whole improvement body centering on the abacus bead improvement area. improves.

また本発明によれば、従来では一つの工程で同時に造成することができなかった、そろばん玉状に未改良地盤を包合したそろばん玉状改良域を一つの工程で造成できるため、そろばん玉状改良域をロッド引抜き方向に所定間隔で連続造成することで、ロッドを中心とした円柱域地盤を細かく分割することで、必要とされる設計強度への細かい対応や単位当たりの改良体積の細かい設定が可能となる。 In addition, according to the present invention, since the abacus bead improved area in which the unmodified ground is included in the abacus bead shape that could not be simultaneously formed in one step in the past, the abacus bead shape can be created in one step. By continuously creating the improved area at a predetermined interval in the rod drawing direction, the cylindrical area ground centered on the rod is finely divided, so that fine response to the required design strength and fine volume setting per unit are set. Is possible.

また、改良体同士を水平位置において所定方向に接合して造成することで全土量を改良することなく、上下左右方向の止水効果を得ることも容易である。 Moreover, it is also easy to obtain the water-stopping effect in the vertical and horizontal directions without improving the total soil volume by joining the improved bodies in a predetermined direction at a horizontal position.

また、未改良地盤を皿状の板状改良体で分割することは、対象地盤への負荷を減らすだけでなく使用材料と排泥量を減量するため環境にもやさしく、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。 In addition, dividing the unimproved ground with a plate-shaped plate-shaped improved body not only reduces the load on the target ground, but also reduces the amount of materials used and the amount of sludge. The effect of reducing and shortening the work period can be expected.

地盤分割改良方法を実行する装置の概略構成図である。It is a schematic block diagram of the apparatus which performs the ground division improvement method. 実施例1のロッドの概略斜視図である。1 is a schematic perspective view of a rod of Example 1. FIG. 実施例1のロッドの概略断面図である。1 is a schematic sectional view of a rod of Example 1. FIG. 地盤分割改良方法を実行するロッドの概略断面図である。It is a schematic sectional drawing of the rod which performs a ground division improvement method. 地盤分割改良方法を実行するロッドの概略断面図である。It is a schematic sectional drawing of the rod which performs a ground division improvement method. 実施例1のロッドの概略側面図である。It is a schematic side view of the rod of Example 1. 実施例1において造成される改良体を示す図である。1 is a view showing an improved body created in Example 1. FIG. 実施例1において造成される改良体を示す図である。1 is a view showing an improved body created in Example 1. FIG. 実施例2において造成される改良体を示す図である。It is a figure which shows the improvement body created in Example 2. FIG. 実施例2において造成される改良体を示す図である。It is a figure which shows the improvement body created in Example 2. FIG.

次に、本発明に係る改良体造成方法の第1の実施例について説明する。本考案による地盤分割改良方法は、図1に示すように、ロッド1の周面に硬化材液を噴射する第一ノズル2と第二ノズル3が設けられており、地中の所定深度に挿入したロッド1をノズル2施工マシン21により該ロッド1を周方向に軸回転する第一ノズル2と第二ノズル3から硬化材液を高圧で噴射させてそろばん玉形状の改良体を造成する造成工程と、施工マシン21により該ロッド1を軸方向に所定距離引抜く引抜工程を交互に行いながら、所定形状に地盤を分割する改良体を造成する。以下においては、その具体的な内容について説明する。 Next, a first embodiment of the improved body construction method according to the present invention will be described. As shown in FIG. 1, the ground division improving method according to the present invention is provided with a first nozzle 2 and a second nozzle 3 for injecting a hardening material liquid on the peripheral surface of the rod 1, and is inserted at a predetermined depth in the ground. Forming a abacus-shaped improved body by injecting the hardened material liquid at a high pressure from the first nozzle 2 and the second nozzle 3 rotating the rod 1 in the circumferential direction by the nozzle 2 construction machine 21 by the nozzle 2 construction machine 21 And the improvement body which divides | segments a ground into a predetermined shape is created, performing the extraction process which draws out this rod 1 for a predetermined distance to an axial direction with the construction machine 21 alternately. In the following, the specific contents will be described.

前記ロッド1は、地上側端部にスイベルを備えており、地上のプラントから専用のホースによって送られてくる硬化材液が該スイベルを介してロッド1に供給される。従って、ロッド1は供給された硬化材液などを第一ノズル2と第二ノズル3から噴射させることにより、ロッド1の周囲の地盤に硬化材液を混入させて所定角度を有する皿状の板状改良を造成する。 The rod 1 has a swivel at the end on the ground side, and a hardener liquid sent from a ground plant by a dedicated hose is supplied to the rod 1 through the swivel. Accordingly, the rod 1 ejects the supplied hardening material liquid or the like from the first nozzle 2 and the second nozzle 3, thereby mixing the hardening material liquid into the ground around the rod 1 and having a predetermined angle. Create a shape improvement.

なお、本実施形態のロッド1は、断面形状が円形であるが、特にこれに限られるものではない。また、ロッド1内部においては、硬化材液、圧縮空気および水が供給される通路をそれぞれ必要数備えられており、二重管、三重管または四重管などあるいは多孔管の構造であってもよく、さらにロッド1内部にはその他に排泥用通路や通信用通路を適宜設けられてもよい。 In addition, although the rod 1 of this embodiment is circular in cross-sectional shape, it is not restricted to this in particular. Further, the rod 1 is provided with a necessary number of passages to which a hardening material liquid, compressed air and water are supplied, respectively, and may be a double tube, triple tube or quadruple tube or a porous tube structure. In addition, in addition to the rod 1, a mud passage and a communication passage may be provided as appropriate.

図2に、ロッド1の先端部における複数の噴射ノズルの配置の一例を示した。軸方向地上手元側に第一ノズル2がロッド周方向に対して下向き15度で、ロッド軸方向地下先端側に第二ノズル3がロッド周方向に対して上向き15度で配置されている。また図2では第一ノズル2と第二ノズル3の間隔は60cmとしているが、それぞれのノズルの角度を含めて間隔や配置は分割したい地盤の範囲や分割間隔、区分数などに応じて適宜変更できる。 In FIG. 2, an example of arrangement | positioning of the several injection nozzle in the front-end | tip part of the rod 1 was shown. The first nozzle 2 is arranged at 15 degrees downward with respect to the circumferential direction of the rod on the axial ground side, and the second nozzle 3 is arranged at 15 degrees upward with respect to the circumferential direction of the rod on the underground side of the rod axis direction. In FIG. 2, the distance between the first nozzle 2 and the second nozzle 3 is 60 cm, but the distance and arrangement including the angles of the respective nozzles are appropriately changed according to the ground range to be divided, the division interval, the number of divisions, and the like. it can.

図2のロッド1先端部の第一ノズル2と第二ノズル3から硬化材液を噴射している状態を上部から見た様子を図3に示した。これら第一ノズル2と第二ノズル3は、図2で示した通りロッド1の周方向に沿って別の高さであって、ここではさらに各々からロッド1の中心を結んでなされる挟角が30°となるように互いに配置され、同時に硬化材液を噴射するようになっている。このとき、第一ノズル2、第二ノズル3は、広角(30°)配置であるため、各々から噴射される第一ノズルの硬化材液ジェット11と第二ノズルの硬化材液ジェット12は同時に噴射されても衝突することも、相互の飛距離を阻害しあうこともない。よって、図2と図3では、第一ノズル2と第二ノズル3のロッド周面軸方向での配置をずらしているが、同軸方向上に配置することもできる。また、広角配置の角度も第一ノズルの硬化材液ジェット11と第二ノズルの硬化材液ジェット12が同時間に同地点で相互に接触しない範囲において自在に設定できる。 FIG. 3 shows a state in which the hardening material liquid is sprayed from the first nozzle 2 and the second nozzle 3 at the tip of the rod 1 in FIG. 2 as viewed from above. The first nozzle 2 and the second nozzle 3 have different heights along the circumferential direction of the rod 1 as shown in FIG. Are arranged so as to be 30 °, and at the same time, the curing material liquid is jetted. At this time, since the first nozzle 2 and the second nozzle 3 are arranged at a wide angle (30 °), the curable material liquid jet 11 of the first nozzle and the curable material liquid jet 12 of the second nozzle ejected from each of them are simultaneously. Even if it is jetted, it will not collide, nor will it interfere with each other's flight distance. Therefore, in FIG. 2 and FIG. 3, the arrangement of the first nozzle 2 and the second nozzle 3 in the axial direction of the rod circumferential surface is shifted, but it can also be arranged in the coaxial direction. Also, the angle of the wide angle arrangement can be freely set in a range where the curable material liquid jet 11 of the first nozzle and the curable material liquid jet 12 of the second nozzle do not contact each other at the same point at the same time.

図3では第一ノズル2と第二ノズル3が、ロッド1の中心を結んでなされる挟角が30°となるように互いに配置された例を示したが、図4のように一定距離を離した平行に配置されることも可能であるし、図5のように背面に配置されることも可能である。図4および図5でも、第一ノズルの硬化材液ジェット11と第二ノズルの硬化材液ジェット12は同時に噴射されても衝突することも、相互の飛距離を阻害しあうこともない。尚、図1と図2と図3において、第一ノズル2と第二ノズル3はそれぞれ一個のノズル孔により表現したが、飛距離を伸ばすためや硬化材料の配合のために、複数個のノズル群により第一ノズル2および第二ノズル3をそれぞれ構成することもある。また、第三ノズルや第四ノズルを設けてもよいし、ノズルの径は大きければ大きいほど噴射する硬化材液の飛距離を大きくすることができるため、各ノズルの径を必要に応じて適宜変更するようにしてもよい。 FIG. 3 shows an example in which the first nozzle 2 and the second nozzle 3 are arranged so that the included angle formed by connecting the centers of the rods 1 is 30 °. They can be arranged in parallel with each other, or can be arranged on the back as shown in FIG. 4 and 5, the curable material liquid jet 11 of the first nozzle and the curable material liquid jet 12 of the second nozzle do not collide with each other and do not interfere with each other's flight distance. 1, 2, and 3, each of the first nozzle 2 and the second nozzle 3 is represented by a single nozzle hole. However, a plurality of nozzles are used to increase the flight distance and to mix the curing material. The 1st nozzle 2 and the 2nd nozzle 3 may be comprised by a group, respectively. In addition, a third nozzle or a fourth nozzle may be provided, and the larger the nozzle diameter, the larger the flying distance of the curable material liquid to be sprayed. It may be changed.

図6に、図2と図3に示したロッド1先端部の第一ノズル2と第二ノズル3から硬化材液を噴射している状態を側面から見た様子を示した。第一ノズル2、第二ノズル3は、広角(30°)配置であるため、各々から噴射される第一ノズルの硬化材液ジェット11と第二ノズルの硬化材液ジェット12は同時に噴射されても衝突することも、相互の飛距離を阻害しあうこともない。 FIG. 6 shows a side view of the state in which the curing material liquid is injected from the first nozzle 2 and the second nozzle 3 at the tip of the rod 1 shown in FIGS. 2 and 3. Since the 1st nozzle 2 and the 2nd nozzle 3 are wide angle (30 degrees) arrangement | positioning, the hardening material liquid jet 11 of the 1st nozzle injected from each and the hardening material liquid jet 12 of the 2nd nozzle are injected simultaneously. Will not collide nor interfere with each other's distance.

図7に、図6のロッド1を360°回転させた際に、第一ノズル2によって造成される第一ノズル板状改良体51と第二ノズル3によって造成される第二ノズル板状改良体52を示した。15度下向きの皿状形状をした第一ノズル板状改良体51と、15度上向きの皿状形状をした第二ノズル板状改良体52は、ロッド1を中心とした周方向の所定半径円周上の連結箇所53で短時間差をもって相互に交叉連結されており、そろばん玉状改良域61を形成している。そろばん玉状改良域61は未改良包合地盤(分割包合された地盤)71を内部包合している。 FIG. 7 shows a first nozzle plate-like improvement body 51 formed by the first nozzle 2 and a second nozzle plate-like improvement body formed by the second nozzle 3 when the rod 1 of FIG. 52. The first nozzle plate-like improvement body 51 having a 15-degree downward dish shape and the second nozzle plate-like improvement body 52 having a 15-degree upward dish shape have a predetermined radius circle in the circumferential direction around the rod 1. They are cross-linked with each other at a connecting point 53 on the circumference with a short time difference to form an abacus ball-shaped improved area 61. The abacus bead improvement area 61 internally includes an unimproved inclusion ground (divided inclusion ground) 71.

なお、ここにおける第一ノズル板状改良体51と第二ノズル板状改良体52および以下で説明する改良体などは、一般的に所定の時間が経過することにより硬化して剛性の改良体となるが、説明の便宜上、硬化材液が地盤に混入された直後の硬化前の状態のものも改良体として説明する。 Here, the first nozzle plate-like improvement body 51, the second nozzle plate-like improvement body 52, the improvement body described below, and the like are generally hardened and cured with a predetermined time. However, for the sake of convenience of explanation, the state before hardening immediately after the hardening material liquid is mixed into the ground is also described as an improved body.

図8に、図7で形成されたそろばん玉状改良域61の平面図を示した。ロッド1を中心に第一ノズル板状改良体51と第二ノズル板状改良体52が造成されて、連結箇所53で交叉連結されている。 FIG. 8 shows a plan view of the abacus bead improvement area 61 formed in FIG. A first nozzle plate-like improvement body 51 and a second nozzle plate-like improvement body 52 are formed around the rod 1 and are cross-connected at a connection point 53.

次に、本地盤分割改良方法によって改良体を造成する第2の実施例について、図9を参照しつつ説明する。本実施例では、実施例1で説明したそろばん玉状改良域61の造成を利用して、そろばん玉状改良域61が内部包合した未改良包合地盤(分割包合された地盤)71を再分割する方法と、複数のそろばん玉状改良域61に隣接する未改良未包合地盤を、前記第一ノズル板状改良体51と第二ノズル板状改良体52によって所定形状に包合して分割する場合について説明する。なお、上述において説明した内容については適宜省略して説明する。 Next, a second embodiment in which an improved body is created by the ground division improving method will be described with reference to FIG. In the present embodiment, by using the formation of the abacus bead improvement area 61 described in the first embodiment, an unimproved inclusion ground (divided inclusion ground) 71 in which the abacus bead improvement area 61 is internally incorporated is used. A method of re-dividing, and an unimproved unencapsulated ground adjacent to the plurality of abacus bead-shaped improved areas 61 are combined into a predetermined shape by the first nozzle plate-shaped improved body 51 and the second nozzle plate-shaped improved body 52. Will be described. The contents described above will be omitted as appropriate.

図7のそろばん玉改良域61を造成した後、図9のようにロッド1を30cm地上方向に引き抜いた後、当該位置で同様に2つ目のそろばん玉改良域61を造成すると、図10のようなそろばん玉状改良域61が2つ複合した改良域が形成される。このとき、1つ目のそろばん玉状改良域に内部包合された未改良包合地盤(分割包合された地盤)71を、2つ目のそろばん玉状改良域61を形成する第二ノズル板状改良体によって再分割し、未改良包合地盤(分割包合された地盤)71内部に再分割された未改良包合地盤(分割包合された地盤)72を形成する。また、1つ目のそろばん玉状改良域61と2つ目のそろばん玉状改良域61の双方に隣接する未改良未包合未分割地盤を、1つ目のそろばん玉状改良域61と2つ目のそろばん玉状改良域61を構成する第一ノズル板状改良体51と第二ノズル板状改良体52によって断面ひし形のドーナツ状に包合して、隣接する未改良包合地盤(分割包合された地盤)73を形成する。 After the abacus ball improvement area 61 of FIG. 7 is created, after the rod 1 is pulled 30 cm above the ground as shown in FIG. 9, the second abacus ball improvement area 61 is similarly created at this position, as shown in FIG. An improved area in which two such abacus bead-shaped improved areas 61 are combined is formed. At this time, an unimproved inclusion ground (divided inclusion ground) 71 internally included in the first abacus bead improvement area is used as a second nozzle for forming a second abacus bead improvement area 61. Subdivided by the plate-like improved body, an unimproved inclusion ground (divided and mixed ground) 72 is formed inside the unimproved inclusion ground (divided and mixed ground) 71. Further, unimproved unencapsulated undivided ground adjacent to both the first abacus bead improvement area 61 and the second abacus bead improvement area 61 is designated as the first abacus bead improvement areas 61 and 2. The first nozzle plate-like improvement body 51 and the second nozzle plate-like improvement body 52 constituting the first abacus ball-like improvement area 61 are combined into a donut shape having a diamond shape in cross section, and the adjacent unmodified improved ground (divided) Forming a composite ground) 73;

実施例2においては、2つのそろばん玉状改良域61を30cmのロッド引抜距離をもって形成したが、同様に数個もしくは数十個のそろばん玉状改良域61を形成してもよく、また、そのロッド引抜距離も30cmに限らず自由に設定できる。 In Example 2, the two abacus bead improved areas 61 were formed with a rod drawing distance of 30 cm, but several or several tens of abacus bead improved areas 61 may be formed in the same manner. The rod pull-out distance is not limited to 30 cm and can be set freely.

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.

1…ロッド
2…第一ノズル
3…第二ノズル
11…第一ノズルの硬化材液ジェット
12…第二ノズルの硬化材液ジェット
21…施工マシン
51…第一ノズル板状改良体
52…第二ノズル板状改良体
53…連結箇所
61…そろばん玉状改良域
71…未改良包合地盤(分割包合された地盤)
72…再分割された未改良包合地盤(分割包合された地盤)
73…隣接する未改良包合地盤(分割包合された地盤)
































DESCRIPTION OF SYMBOLS 1 ... Rod 2 ... 1st nozzle 3 ... 2nd nozzle 11 ... Hardening material liquid jet 12 of 1st nozzle ... Hardening material liquid jet 21 of 2nd nozzle ... Construction machine 51 ... 1st nozzle plate-shaped improvement body 52 ... 2nd Nozzle plate-like improved body 53 ... Connection point 61 ... Abacus ball-like improved area 71 ... Unimproved inclusion ground (division-enclosed ground)
72: Undivision-enclosed mixed ground (divided mixed ground)
73 ... Adjacent unimproved ground (divided ground)
































Claims (3)

ロッド先端部の周面に、周方向の所定角度に硬化剤液を高圧で噴射するように個別に設定された複数の噴射ノズルを有し、
かつ前記複数の噴射ノズルは、ロッド軸方向地上手元側に第一ノズルが下向きに、ロッド軸方向地下先端側に第二ノズルが上向きに、当該第一ノズルと第二ノズルから噴射される硬化材液が同時間に同地点で相互に接触しない距離を保って配置されており、
ロッドを地中に挿入し、所定深度で前記ロッドを一方の周方向に所定角度軸回転させながら第一ノズルと第二ノズルより硬化材液を地盤に高圧で混入させることにより、それぞれ所定角度傾斜した皿状の第一ノズル板状改良体と第二ノズル板状改良体を同時造成する造成工程1を有し、
前記造成工程1において、第一ノズル板状改良体と第二ノズル板状改良体が前記ロッドを中心とした周方向の所定半径円周上の連結箇所で短時間差をもって相互に交叉連結して、未改良地盤を内部包合したそろばん玉状改良域を形成することで所定域の地盤を分割することを特徴とする地盤分割改良方法。
On the peripheral surface of the rod tip, it has a plurality of injection nozzles individually set to inject the curing agent liquid at a high pressure at a predetermined angle in the circumferential direction,
The plurality of injection nozzles are hardened materials that are injected from the first nozzle and the second nozzle with the first nozzle facing downward on the ground axial side of the rod axis and the second nozzle facing upward on the underground distal end side of the rod axis direction. The liquids are placed at the same point at the same time so as not to contact each other.
Insert the rod into the ground and rotate the rod at a predetermined depth in one circumferential direction at a predetermined angle while mixing the hardener liquid into the ground at high pressure from the first nozzle and the second nozzle. Having a creation step 1 for simultaneously producing the first nozzle plate-like improved body and the second nozzle plate-like improved body,
In the creation step 1, the first nozzle plate-like improvement body and the second nozzle plate-like improvement body are cross-linked with each other with a short time difference at a connection location on a predetermined radial circumference in the circumferential direction around the rod, A ground division improving method, wherein a ground of a predetermined area is divided by forming an abacus ball-like improved area in which the unimproved ground is internally included.
前記造成工程1でそろばん玉状改良域を形成したあと、ロッドを別深度まで軸方向に所定距離引抜いて前記造成工程1と同様の造成工程2を実施することで、前記造成工程1で先に形成されたそろばん玉状改良域に内部包合された未改良地盤を、造成工程2で造成される第二ノズル板状改良体によって再分割することを特徴とする請求項1記載の地盤分割改良方法。 After forming the abacus ball-shaped improved region in the creation step 1, the rod is pulled out a predetermined distance in the axial direction to another depth, and the creation step 2 similar to the creation step 1 is performed, so that in the creation step 1 first. 2. The ground division improvement according to claim 1, wherein the unimproved ground internally enclosed in the formed abacus bead improvement area is subdivided by the second nozzle plate-like improvement body created in the creation step 2. Method. 前記造成工程1でそろばん玉状改良域を形成したあと、ロッドを別深度まで軸方向に所定距離引抜いて前記造成工程1と同様の造成工程2を実施することで、前記造成工程1と造成工程2で造成される2つのそろばん玉状改良域の双方に隣接する未改良未包合地盤を、前記第一ノズル板状改良体と第二ノズル板状改良体によって所定形状に包合して分割することを特徴とする請求項1または請求項2記載の地盤分割改良方法。













After forming the abacus ball-shaped improved region in the creation step 1, the rod is pulled out a predetermined distance in the axial direction to a different depth, and the creation step 2 similar to the creation step 1 is performed, whereby the creation step 1 and the creation step The unimproved unencapsulated ground adjacent to both of the two abacus ball-shaped improved areas formed in 2 is divided into a predetermined shape by the first nozzle plate-shaped improved body and the second nozzle plate-shaped improved body. The ground division improving method according to claim 1 or 2, characterized in that:













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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5457588B1 (en) * 2013-06-04 2014-04-02 浩子 松本 Improvement area creation method
JP2014227668A (en) * 2013-05-20 2014-12-08 松本 浩子 Improvement body establishment method
WO2016051858A1 (en) * 2014-10-03 2016-04-07 有限会社大翔化学研究所 Ground improving method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014227668A (en) * 2013-05-20 2014-12-08 松本 浩子 Improvement body establishment method
JP5457588B1 (en) * 2013-06-04 2014-04-02 浩子 松本 Improvement area creation method
WO2016051858A1 (en) * 2014-10-03 2016-04-07 有限会社大翔化学研究所 Ground improving method
JP2016075040A (en) * 2014-10-03 2016-05-12 有限会社大翔化学研究所 Ground improvement method
EP3202982A4 (en) * 2014-10-03 2018-05-30 Daisho Chemical R&d Inc. Ground improving method
AU2015326129B2 (en) * 2014-10-03 2019-12-05 Daisho Chemical R&D Inc. Ground improving method

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