JP2007016534A - Ground hardening material injecting rod - Google Patents

Ground hardening material injecting rod Download PDF

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Publication number
JP2007016534A
JP2007016534A JP2005201123A JP2005201123A JP2007016534A JP 2007016534 A JP2007016534 A JP 2007016534A JP 2005201123 A JP2005201123 A JP 2005201123A JP 2005201123 A JP2005201123 A JP 2005201123A JP 2007016534 A JP2007016534 A JP 2007016534A
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injection
nozzle
rod
supply path
terminal
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Wataru Nakanishi
渉 中西
Yasuharu Nakanishi
康晴 中西
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NIT Co Ltd Japan
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NIT Co Ltd Japan
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Priority to JP2005201123A priority Critical patent/JP2007016534A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem of an abrasion loss of the part and increased consumption of energy when an injection material supplied under high pressure receives resistance by acute angle bending of a flow passage since the flow passage formed of a terminal of an injection material supply passage and a nozzle structure part inflow port succeeding to this terminal conventionally bends at an acute angle in a state being close to a right angle. <P>SOLUTION: A connecting flow passage of the terminal 23 of the injection material supply passage of an injection rod and the nozzle structure part inflow port 24 of an injection nozzle, is constituted in a curved gradient, and is also constituted so as to connect the terminal of the injection material supply passage and the nozzle structure part inflow port of the injection nozzle by an attachable-detachable flexible pressure hose 5. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は構築基礎地盤の強化支保、或いは地盤の安定化や止水を目的として対象地盤に地盤硬化材を注入する地盤硬化材の注入工法に用いる地盤硬化材注入ロッドに関するものである。   The present invention relates to a ground hardening material injection rod for use in a ground hardening material injection method for injecting a ground hardening material into a target ground for the purpose of reinforcing support of a construction foundation ground, stabilizing the ground or stopping water.

従来、地盤の安定化、或いは止水を目的とする硬化材層造成のための地盤硬化材注入は、硬化材噴流の到達距離を少しでも延長して大径の硬化材層を造成することを理想とし様々な工夫が凝らされ、その1つとして核ノズルとこれを囲繞する環状ノズルからなる重合噴射ノズルにより硬化材噴流をエアで包合して保護し到達距離を延長する方法(例えば特許文献1参照)が開発されている。   Conventionally, ground hardening material injection for the purpose of stabilizing the ground or creating a hardened material layer for the purpose of water stoppage is to extend the reach of the hardened material jet as much as possible to create a large diameter hardened material layer. Various ideas have been devised as ideal, and one of them is a method in which the hardening material jet is encapsulated with air and protected by a polymerization injection nozzle consisting of a core nozzle and an annular nozzle surrounding it (for example, patent document) 1) has been developed.

また、ノズル構造を形成する噴射流路を延長して噴流の有効射程を伸長するため、注入ロッドの硬化材流路下端の承継部から噴射方向に対してセットバックする斜降流路を形成し、斜降流路と同径のまま噴射方向に屈曲させることにより、噴射ノズルをロッド半径よりも長いテーパーノズルに構成する(例えば特許文献2参照)手段等が講じられてきた。   Also, in order to extend the jet flow path that forms the nozzle structure and extend the effective range of the jet flow, an oblique flow path that is set back in the jet direction from the inherited portion at the lower end of the hardening material flow path of the injection rod is formed. In addition, a means for forming the injection nozzle into a tapered nozzle longer than the rod radius by bending it in the injection direction while maintaining the same diameter as that of the oblique downflow channel (see, for example, Patent Document 2) has been taken.

また、噴射口を互いに背向させ左右両方向に同時噴射してバランスを保つ注入ロッドについては特許文献3等に図示されている。
特公平7ー100931号公報 特公平6ー74582号公報 特公平4ー52333号公報
Further, an injection rod that keeps the balance by mutually injecting in the left and right directions with the injection ports facing away from each other is illustrated in Patent Document 3 and the like.
Japanese Examined Patent Publication No. 7-100931 Japanese Examined Patent Publication No. 6-74582 Japanese Patent Publication No. 4-52333

しかしながら、従来の噴射材料供給路の端末とこれを承継するノズル構造部流入口との流路形態は何れも直角に近い状態で鋭角屈曲し、高圧供給されてきた噴射材料が流路の鋭角屈曲により抵抗を受けて多大なエネルギーの消耗を避けることができない問題がある。   However, the flow path forms of the terminal of the conventional injection material supply path and the nozzle structure inlet that inherits the same are bent at an acute angle in a state close to a right angle, and the injection material supplied with high pressure is bent at an acute angle of the flow path. Therefore, there is a problem that a great amount of energy cannot be avoided due to resistance.

また、流路の鋭角屈曲部は噴射材料の高圧噴流による負荷を受けて摩耗損傷を受け易いため、修理や部品交換の頻度も高いが複雑な構造で高い精度を要求されるノズル構造部と一体となっている鋭角屈曲流路の修理や部品交換は困難であり、経済的にも大きな負担となっている。   In addition, the sharp bends of the flow path are subject to wear and damage due to the high pressure jet flow of the injection material, so they are integrated with the nozzle structure that requires high precision with a complex structure that is frequently repaired and replaced. It is difficult to repair the sharply bent flow path and to replace the parts, which is an economic burden.

本発明は、上記の課題に対応してこれを解決するため、注入ロッドの噴射材料供給路の端末と噴射ノズルのノズル構造部流入口との連絡流路を湾曲勾配に構成するようにして、流路抵抗による噴射材料供給エネルギーの消耗を減少させると共に流路に対する噴射材料の高圧噴流による負荷の軽減を図ったものである。   In order to solve this problem in response to the above-mentioned problem, the present invention is configured such that the communication flow path between the terminal of the injection material supply path of the injection rod and the nozzle structure inlet of the injection nozzle has a curved slope, It is intended to reduce the consumption of the injection material supply energy due to the flow path resistance and to reduce the load due to the high pressure jet of the injection material to the flow path.

また、噴射材料供給路の端末と噴射ノズルのノズル構造部流入口とを着脱可能な可撓耐圧ホースで連結するようにし、連絡流路自体をノズル構造部や材料供給路と切離して独立させ、簡単に修理、交換を行えるようにしたものである。   In addition, the terminal of the injection material supply path and the nozzle structure inlet of the injection nozzle are connected by a detachable flexible pressure hose, and the communication flow path itself is separated from the nozzle structure and the material supply path independently. It can be easily repaired and replaced.

以下図面に従って本発明の実施の1形態を説明する。なお、この実施例はあくまでも1例であって材料供給路の端末と噴射ノズルのノズル構造部流入口との連絡流路以外の構造部については異なった形態でも良く、噴射材料の種類も問わないものである。   An embodiment of the present invention will be described below with reference to the drawings. This embodiment is merely an example, and the structure portion other than the communication flow path between the end of the material supply path and the nozzle structure portion inlet of the injection nozzle may have a different form, and the type of the injection material is not limited. Is.

1は注入ロッドで、全体として噴射材料供給路2、清水供給路3、エア供給路4の3重流路管で構成され、先端部側壁に噴射口を互いに背向させて重合噴射ノズル21、21を形成する一対のノズル構造部22、22が設定され、更に、これらの重合噴射ノズルの上部に所定の間隔を置いて清水供給路3に連通する清水噴射ノズル31が設けられる。   1 is an injection rod, which is composed of a triple flow pipe of an injection material supply path 2, a fresh water supply path 3, and an air supply path 4 as a whole, and a polymerization injection nozzle 21, A pair of nozzle structure portions 22, 22 forming 21 is set, and further, a fresh water injection nozzle 31 communicating with the fresh water supply path 3 is provided above the superposition injection nozzles at a predetermined interval.

噴射材料供給路2の端末23とノズル構造部22の流入口24は、連絡流路を構成する可撓耐圧ホース5の両側端をそれぞれ着脱可能に着合する着合構造に構成されている。可撓耐圧ホース5は基端部が噴射材料供給路の端末23に着合され、端末部がノズル構造部の流入口24に着合されることにより、その可撓性により湾曲勾配による連絡流路が構成される。可撓耐圧ホース5はワイヤを巻回した芯材により強化されたゴム製ホース等を用いる。   The terminal 23 of the injection material supply path 2 and the inflow port 24 of the nozzle structure portion 22 are configured to have a fitting structure in which both side ends of the flexible pressure-resistant hose 5 constituting the connecting flow path are detachably fitted. The flexible pressure-resistant hose 5 is joined to the end 23 of the injection material supply path and the end is joined to the inlet 24 of the nozzle structure portion. A road is constructed. The flexible pressure-resistant hose 5 uses a rubber hose reinforced by a core material wound with a wire.

重合噴射ノズル21、21は、中心部にそれぞれ核ノズル21a、21aが開口し、その周囲を囲んでエア供給路4に連通する囲周ノズル21b、21bが開口し、それぞれがスイベル11を介して噴射材料供給部に連絡するロッド内の分隔された流路に連通する。   The superposition jet nozzles 21 and 21 have core nozzles 21a and 21a opened at the center, and surrounding nozzles 21b and 21b that surround the periphery and communicate with the air supply path 4, respectively. It communicates with a separated flow path in the rod that communicates with the spray material supply.

ロッド1は上記のように全体として3重管で構成され、その中心部には噴射材料供給路2、その外周に環状にエア供給路4、更に、その外周に清水供給路3が構成され、エア供給路4の端末には逆止弁41を介してリシーバタンク等のエア貯圧部42が設定される。   As described above, the rod 1 is composed of a triple pipe as a whole, the injection material supply path 2 is formed at the center, the air supply path 4 is formed annularly on the outer periphery, and the fresh water supply path 3 is formed on the outer periphery. An air accumulator 42 such as a receiver tank is set at the end of the air supply path 4 via a check valve 41.

エア貯圧部42は、上方に囲周ノズル21b、21bにそれぞれ連通するエア流路43が設定され、それぞれに逆止弁44が設けられて囲周ノズル21b、21bからの逆流が防止されるようになっている。   In the air pressure storage portion 42, air flow paths 43 communicating with the surrounding nozzles 21 b and 21 b are set on the upper side, and check valves 44 are respectively provided to prevent backflow from the surrounding nozzles 21 b and 21 b. It is like that.

エア貯圧部42をこのように構成することにより、貯圧タンク内の蓄圧に応じたエアが流路43に逆流することなく均霑供給されるので、大気圧内に近い噴射効率を得られると共に、スライムの揚送についても円滑なエアリフト効果を挙げることができる。   By configuring the air accumulator 42 in this way, air corresponding to the accumulated pressure in the accumulator tank is supplied uniformly without flowing back into the flow path 43, so that injection efficiency close to atmospheric pressure can be obtained. A smooth airlift effect can also be obtained for the lifting of slime.

清水供給路3は、最外側クリアランスで構成され、途中で清水噴射ノズル31に開口するが、硬化材供給路2の開口部やエア貯圧部42の外側の間隙を通過してロッド1の先端噴出孔12に開口し、噴出孔12に設定された差圧弁13を清水供給圧力の調整によって開閉すようになっている。   The fresh water supply path 3 is configured with an outermost clearance, and opens to the fresh water injection nozzle 31 in the middle. However, the fresh water supply path 3 passes through the opening of the hardener supply path 2 and the outer space of the air pressure storage section 42 and the tip of the rod 1. The differential pressure valve 13 set in the ejection hole 12 is opened and closed by adjusting the fresh water supply pressure.

差圧弁13は、スプリング14によって上方に付勢され常時は噴出孔12を開放しているので噴出孔12から掘削水を噴出しながら下降削孔し、所定深度に達したところで清水供給圧力を高めて圧力が一定以上に上昇するとスプリング14の付勢力に抗して下降し噴出孔12を閉塞する。   The differential pressure valve 13 is urged upward by a spring 14 and normally opens the ejection hole 12, so that the drilling water is ejected from the ejection hole 12 and drilled down, and when the predetermined depth is reached, the fresh water supply pressure is increased. When the pressure rises above a certain level, the pressure drops against the urging force of the spring 14 and closes the ejection hole 12.

なお、下降削孔時にエア貯圧部42にエアを供給して囲周ノズル21b、21bからエアを噴射しながら削孔することにより、重合噴射ノズル21、21の噴射口を保護し周辺土壌の事前改良にも寄与することができる。   In addition, by supplying air to the air pressure storage portion 42 during the downward drilling and drilling while injecting air from the surrounding nozzles 21b and 21b, the injection ports of the polymerization injection nozzles 21 and 21 are protected and the surrounding soil It can also contribute to advance improvement.

噴出孔12の閉塞によって清水供給路3の清水は蓄圧され、清水噴射ノズル31から高圧噴流として噴射されて周辺土壌を切削攪拌し、下部に設定された重合噴射ノズル21、21からの硬化材噴流の到達距離を伸長すると共に、硬化材と周辺土壌との混合を促進して均質の硬化材注入層の造成の下地を造成するものである。   The fresh water in the fresh water supply passage 3 is accumulated by the blockage of the ejection holes 12, and is injected as a high-pressure jet from the fresh water injection nozzle 31 to cut and agitate the surrounding soil, and the hardening material jet from the superposition jet nozzles 21 and 21 set in the lower part In addition to extending the reach distance, the mixing of the hardener and the surrounding soil is promoted to create a foundation for the formation of a homogeneous hardener injection layer.

注入ロッド1の後端はスイベル機構11となっており、ロッド内の各流路の対応部とその噴射材料槽に連絡するホース8に連結すると共に、基台6上に装置された注入ロッド作動機構7に支持される。   The rear end of the injection rod 1 is a swivel mechanism 11, which is connected to a corresponding portion of each flow path in the rod and a hose 8 connected to the injection material tank and is operated on the base 6. Supported by mechanism 7.

以上のように構成された地盤硬化材注入ロッドは、先ず、流路3に潤滑清水を供給し噴射ノズル31及び先端噴出孔12から放出し、注入ロッド作動機構7によって注入ロッド1に対して前進、回転等の作動を与え、ロッドクラウンの掘削刃と注入ロッド1の回転によって注入ロッドを対象地盤Gに挿入させる。   The ground hardening material injection rod configured as described above first supplies lubricating fresh water to the flow path 3, discharges it from the injection nozzle 31 and the tip injection hole 12, and advances with respect to the injection rod 1 by the injection rod operating mechanism 7. The injection rod is inserted into the target ground G by the rotation of the excavating blade of the rod crown and the injection rod 1.

このように注入ロッド1を対象地盤Gに向けて推進挿入し、所定の深度に達したところで、供給路3に対する清水供給圧力を上げて差圧弁13を下降させて先端噴出孔12を閉鎖し、ノズル4から毎分50〜80リットルの吐出量の高圧噴流として噴射する。   In this way, the injection rod 1 is pushed and inserted toward the target ground G, and when the predetermined depth is reached, the fresh water supply pressure for the supply path 3 is increased, the differential pressure valve 13 is lowered, and the tip ejection hole 12 is closed, Injected from the nozzle 4 as a high-pressure jet having a discharge amount of 50 to 80 liters per minute.

更に、地盤硬化材としてセメントミルクを、供給路2に毎分80〜220リットルの吐出量として、それぞれ400Kg/平方センチ程度の圧力で圧送し、重合噴射ノズル21、21の核ノズル21a、21aからそれぞれ噴射する。   Further, cement milk as a ground hardening material is pumped into the supply path 2 as a discharge amount of 80 to 220 liters per minute at a pressure of about 400 Kg / square centimeter, respectively, from the core nozzles 21 a and 21 a of the polymerization injection nozzles 21 and 21. Inject each.

上記によりエア供給路4に供給されたエアは、エア貯圧部42に蓄圧され、エア流路43から上方の囲周ノズル21b、21bにそれぞれ供給されて上記硬化材噴流の包合噴流体として噴射される。   The air supplied to the air supply path 4 as described above is accumulated in the air accumulating section 42 and is supplied from the air flow path 43 to the surrounding nozzles 21b and 21b above, respectively, as a composite jet fluid of the hardener jet. Be injected.

このようにして噴射材料を各ノズルに供給し、注入ロッド1を回転若しくは所定角度によって往復回動させながら抜去方向に1メートル当たり15分程度でステップアップして後退上昇させることにより、各高圧噴流は周辺地盤を穿孔切削し土粒子を破砕して、対象地盤Gに注入ロッド1の駆動軌跡に沿って円筒状に硬化材注入層による円柱或いは盤体Xを造成する。   In this way, each of the high pressure jets is supplied by supplying the spray material to each nozzle and stepping up and back up in about 15 minutes per meter in the removal direction while rotating or reciprocatingly rotating the injection rod 1 at a predetermined angle. Drills and cuts the surrounding ground and crushes the soil particles, and forms a column or base body X by a hardened material injection layer in a cylindrical shape along the driving locus of the injection rod 1 on the target ground G.

本発明は以上のように構成したので、流路抵抗による噴射材料供給エネルギーの消耗を減少させると共に流路に対する噴射材料の高圧噴流による負荷の軽減を図ることができ、更に、負荷の大きい連絡流路をノズル構造部や材料供給路と切離して独立させ、同部分のみの修理、交換を可能としたものである。   Since the present invention is configured as described above, it is possible to reduce the consumption of the injection material supply energy due to the flow path resistance, and to reduce the load due to the high pressure jet of the injection material to the flow path. The path is separated from the nozzle structure and the material supply path so as to be independent, and only the same part can be repaired or replaced.

本発明の実施例による注入ロッド先端モニター部の要部構造を一部を省略して示す縦断面側面図The longitudinal cross-section side view which abbreviate | omits one part and shows the principal part structure of the injection | rod rod tip monitor part by the Example of this invention 本発明の実施例による地盤硬化材注入による構造体造成の施工状況を示す注入装置と地盤の全体側面図The injection apparatus which shows the construction condition of the structure creation by the ground hardening material injection | pouring by the Example of this invention, and the whole side view of the ground

符号の説明Explanation of symbols

1 注入ロッド
11 スイベル機構
12 ロッド先端の清水噴出孔
13 ロッド先端の差圧弁
14 差圧弁のスプリング
2 噴射材料供給路
21 重合噴射ノズル
21a 重合噴射ノズルの核ノズル
21b 重合噴射ノズルの囲周ノズル
22 重合噴射ノズルのノズル構造部
23 噴射材料供給路の端末
24 ノズル構造部の材料流入口
3 清水供給路
31 清水噴射ノズル
4 エア供給路
41 エア供給路端末の逆止弁
42 エア貯圧部
43 エア貯圧部からのエア流路
44 エア流路の逆止弁
5 可撓耐圧ホース
6 基台
7 注入ロッド作動機構
8 噴射材料槽に連絡するホース
A ロッドモニター部
G 対象地盤
X 硬化材注入層
DESCRIPTION OF SYMBOLS 1 Injection rod 11 Swivel mechanism 12 Fresh water ejection hole of rod tip 13 Differential pressure valve of rod tip 14 Spring of differential pressure valve 2 Injection material supply path 21 Polymerization injection nozzle 21a Nuclear nozzle of polymerization injection nozzle 21b Surrounding nozzle of polymerization injection nozzle 22 Polymerization Nozzle structure part of injection nozzle 23 Terminal of injection material supply path 24 Material inlet of nozzle structure part 3 Fresh water supply path 31 Fresh water injection nozzle 4 Air supply path 41 Check valve 42 of air supply path terminal 42 Air pressure storage part 43 Air storage Air flow path from pressure section 44 Check valve for air flow path 5 Flexible pressure resistant hose 6 Base 7 Injection rod operating mechanism 8 Hose connected to spray material tank A Rod monitor section G Target ground X Hardening material injection layer

Claims (3)

注入ロッドの噴射材料供給路の端末と噴射ノズルのノズル構造部流入口との連絡流路を湾曲勾配に構成するようにしたことを特徴とする地盤硬化材注入ロッド The ground hardening material injection rod characterized in that the connecting flow path between the end of the injection material supply path of the injection rod and the nozzle structure inlet of the injection nozzle is configured with a curved gradient. 噴射材料供給路の端末と噴射ノズルのノズル構造部流入口とを着脱可能な可撓耐圧ホースで連結するようにしたことを特徴とする請求項1記載の地盤硬化材注入ロッド 2. The ground hardening material injection rod according to claim 1, wherein the end of the injection material supply path and the nozzle structure inlet of the injection nozzle are connected by a detachable flexible pressure hose. 噴射ノズルの噴射口を互いに背向させて設定し、左右両方向に同時噴射するようにしたことを特徴とする請求項1又は請求項2記載の地盤硬化材注入ロッド
The ground hardening material injection rod according to claim 1 or 2, wherein the injection ports of the injection nozzle are set so as to face each other and are simultaneously injected in both the left and right directions.
JP2005201123A 2005-07-11 2005-07-11 Ground hardening material injecting rod Pending JP2007016534A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008095442A (en) * 2006-10-13 2008-04-24 Raito Kogyo Co Ltd Self-boring type monitor
WO2009136237A1 (en) 2008-05-06 2009-11-12 Soilmec S.P.A. Injection head for carrying out jet grouting processes
JP2015081408A (en) * 2013-10-21 2015-04-27 大地 山下 Soil improvement body construction method and soil improvement body construction tool

Cited By (5)

* Cited by examiner, † Cited by third party
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JP2008095442A (en) * 2006-10-13 2008-04-24 Raito Kogyo Co Ltd Self-boring type monitor
WO2009136237A1 (en) 2008-05-06 2009-11-12 Soilmec S.P.A. Injection head for carrying out jet grouting processes
JP2011520050A (en) * 2008-05-06 2011-07-14 ソイルメック・ソシエタ・ペル・アチオニ Injection head for performing the injection filling process
US8573893B2 (en) 2008-05-06 2013-11-05 Soilmec S.P.A. Injection head for carrying out jet grouting processes
JP2015081408A (en) * 2013-10-21 2015-04-27 大地 山下 Soil improvement body construction method and soil improvement body construction tool

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