JP3886465B2 - Ground hardening layer construction method and equipment - Google Patents

Ground hardening layer construction method and equipment Download PDF

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JP3886465B2
JP3886465B2 JP2003055559A JP2003055559A JP3886465B2 JP 3886465 B2 JP3886465 B2 JP 3886465B2 JP 2003055559 A JP2003055559 A JP 2003055559A JP 2003055559 A JP2003055559 A JP 2003055559A JP 3886465 B2 JP3886465 B2 JP 3886465B2
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injection
fresh water
ground
rod
air
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JP2004263456A (en
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康晴 中西
豊次 澤村
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株式会社エヌ・アイ・ティ
ジオテクノ株式会社
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Description

【0001】
【発明の属する技術分野】
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して地盤硬化層を造成する地盤硬化層造成工法とその装置に関するものである。
【0002】
【従来の技術】
従来、地盤の覆工支保や強化支保、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ー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)開発されている。
【0003】
更に、硬化材噴流に先立って清水噴射による事前改良を行い、硬化材噴流の有効射程を延長し(例えば特許文献2参照)、或いは余剰スライムを吸引機構によって吸引し(例えば特許文献3参照)てブリージングを良くする手段等が講じられてきた。
【0004】
また、硬化材注入にエアを伴送して上記のような、硬化材噴流の包合や切削スライムのエアリフト揚送排出を行うことが多く行われてきたが、ロッドの上部から必要に応じて順次エア流路に開口部が設けられ、下部に行く程噴射圧が低下していた。
【0005】
硬化材注入にはロッド挿入の段階では下方噴射、注入管ロッドの段階では側方噴射が必要なため下方から側方噴射への切替えが必要であるが、当初はスプリングによって上方に付勢された差圧弁を下降させて下方噴射口を閉塞する方法(例えば特許文献5参照)が採られてきた。
【0006】
しかし、このような差圧弁は硬化材流路中に設けられるため、スプリングに硬化材が付着する等により確実な作動が期待できないため材料供給路にスチールボールを落下させて下方経路を閉塞し(例えば特許文献4参照)て噴射切替えをする手段等が講じられてきた。
【0007】
【特許文献1】
特公平7ー100931号公報
【特許文献2】
特許第2865653号公報
【特許文献3】
特公平6ー29506号公報
【特許文献4】
特開2001ー288734号公報
【特許文献5】
特公昭48−13657号公報
【0008】
【発明が解決しようとする課題】
上方から複数の開口部を介して供給されるエアは、上記のように上部位置での噴射によって圧力が抜けて下部において所望の噴射圧を確保できず、包合噴射にむらが生じて深度が高くなるにつれてエアの包合が円滑に行えないために切削長が低下するという問題があった。
【0009】
また、複数の噴射ノズルを注入ロッドの側部同一平面位置に設定すると、噴射圧が互いに干渉し合って効果を減殺する一方、同一平面部に複数の地盤硬化材が重複して注入される無駄が生ずるほか、回動作動に上昇作動を加えなければ厚みのある硬化材層の造成ができないという問題もあった。
【0010】
更に、従来の注入ロッドの径は、上部から先端まで挿入径が同一であるため、地盤のロッド挿入孔とロッド外周との間にクリアランスを生ずる余地がなく、排泥不良を発生させたり、噴射圧力を必要以上に消耗させたりしていた。
【0011】
更にまた、下方から側方噴射への切替えにスチールボールを落下させて下方経路を閉塞する方法は、閉塞弁孔まで垂直の落下流路が確保されていなければ適用することができない。
【0012】
【課題を解決するための手段】
本発明は、上記の課題に対応してこれを解決するため、注入ロッドの先端側壁に設けた複数の重合噴射ノズルの下部に位置するモニター部内に重合噴射ノズル囲周部にエアを配給するエア貯圧部を設けるようにして、重合噴射ノズル囲周部に配給するエアを供給経路から貯圧部に蓄積して貯圧し、複数の開口部から均質化されたエア噴射が行われるように構成した。
【0013】
また、硬化材の噴射注入に先行して対象地盤の事前改良が行われるように複数の重合噴射ノズルの上部に所定の間隔を置いて清水噴射ノズルを設けると共に、清水噴射ノズルに清水を供給し、更に、ロッド先端の噴出孔からの噴出水を供給する経路は重合噴射ノズルやエア貯圧部を縫ったクリアランスで構成される供給経路端末のロッド先端噴出部に差圧弁を設け、清水の供給圧を変化させることにより、ロッド先端噴出部の開閉を自動的に行えるようにした。
【0014】
更に、注入ロッドの先端側壁に設ける複数の重合噴射ノズルの設定位置を上下にずらせて多段放射状に設けるようにし、多段上下幅に対応する対象地盤域に同時に硬化材注入が行われてロッドの上昇作動を頻繁に行うことなく多段上下幅に対応した厚みのある硬化材注入が行えるようにしたものである。
【0015】
また、先端モニター部の外径を、上部のロッド本管の外径より大径に構成して先端モニター部の外径とロッド本管の外径の差が、地盤のロッド挿入孔とロッド外周との間にクリアランスを形成するように構成し、ブリージングの発生や噴射圧力の消耗を防止するようにした。
【0016】
【発明の実施の形態】
以下図面に従って本発明の実施の形態を説明する。1は注入ロッドで、全体として3重管で構成され、先端部側壁に複数の重合噴射ノズル2、2・・が中心部を上下に1.5 〜2.5cm 程度ずつずらせて多段放射状に設定され、その上部に所定の間隔を置いて清水噴射ノズル3が設けられている。
【0017】
重合噴射ノズル2、2・・、清水噴射ノズル3の設定は、ロッド先端部を構成し注入機構を内蔵するモニター部Aに行われ、その外径は上部のロッド本管Bの外径より大径に構成され、モニター部の挿入掘削によりロッド本管Bと挿入孔Cの内壁の間にクリアランスが形成されるものである。
【0018】
重合噴射ノズル2・・は中心部にそれぞれ核ノズル21・・、その周囲を囲んで囲周ノズル22・・が開口し、それぞれがスイベル11を介して噴射材料槽に連絡するロッド内の分隔された流路に連通する。
【0019】
多段放射状に設定された重合噴射ノズル2・・からの噴射流は、上記の間隔で外周域において僅かに干渉し合う間隔であるが、開口する方向が異なるので直接干渉することはない。
【0020】
ロッド1は上記のように全体として3重管で構成され、その中心部にはエア供給路12、その外周に環状に硬化材流路13、更に、その外周に清水流路14が構成され、エア供給路12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4が設定される。
【0021】
エア貯圧部4は、上方に囲周ノズル22・・にそれぞれ連通するエアー流路42が設定され、それぞれに逆止弁43が設けられて囲周ノズル22からの逆流が防止されるようになっている。
【0022】
エア貯圧部4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42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。
【0023】
清水流路14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3に開口するが、硬化材流路13の開口部やエア貯圧部4の外側の間隙を通過してロッド1の先端噴出孔15に開口し、噴出孔15に設定された差圧弁31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。
【0024】
差圧弁31は、スプリング32によって上方に付勢され常時は噴出孔15を開放しているので噴出孔15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32の付勢力に抗して下降し噴出孔15を閉塞する。
【0025】
なお、下降削孔時にエア貯圧部4にエアを供給して囲周ノズル22・・からエアを噴射しながら削孔することにより、ノズル22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。
【0026】
噴出孔15の閉塞によって清水流路14の清水は蓄圧され、清水噴射ノズル3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2・・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。
【0027】
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7に連結すると共に、基台5上に装置された注入ロッド作動機構6に支持される。
【0028】
以上のように構成された硬化層造成装置は、先ず、流路14に潤滑清水を供給し噴射ノズル3及び先端噴出孔15から放出し、注入ロッド作動機構6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、掘削刃8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。
【0029】
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、流路14に対する清水供給圧力を上げて差圧弁31を下降させて先端噴出孔15を閉鎖し、ノズル3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。
【0030】
更に、流路13に地盤硬化材としてセメントミルクを毎分 300〜600 リットルの吐出量として300kg/cm2 程度以上の圧力で圧送し、重合噴射ノズル2・・それぞれの核ノズル21・・から噴射する。
【0031】
上記によりエア供給路12に供給されたエアは、エア貯圧部4に蓄圧されエアー流路42から上方の囲周ノズル22・・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。
【0032】
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を回転させながら抜去方向にステップアップして後退させることにより、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Xを造成する。
【0033】
本発明は以上のように構成したので、複数の重合噴射ノズルの囲周部に均質のエア噴流を形成することができ、ロッドに複数の重合噴射ノズルを多段放射状に設定し、上部に設定した清水ノズルによる清水切削を加えて地盤硬化材の吐出量を大幅に増量させたことにより、従来、高深度注入において問題となっていたエア均一配分を円滑に作用させることを可能としたものである。
【0034】
このように造成される注入層Xは、必要に応じてこれに隣接する注入層の部分に同様の注入層を造成し、次々に隣接させて所定形状に並列することにより、所定の地盤硬化層を造成していくものである。
【0035】
【図面の簡単な説明】
【図1】本発明の実施例による施工状況を示す全体側面図
【図2】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
【図3】同じく、重合噴射ノズルの正面からの外観状况を示す注入ロッドのノズル設定部分拡大側面図
【符号の説明】
1 注入ロッド
11 スイベル機構
12 エア供給路
13 硬化材流路
14 清水流路
15 ロッド先端の清水噴出孔
2 重合噴射ノズル
21 同核ノズル
22 同囲周ノズル
3 清水噴射ノズル
31 清水噴出孔の差圧弁
32 差圧弁の付勢スプリング
4 エア貯圧部
41 エア供給路端末の逆止弁
42 エア貯圧部から囲周ノズルへのエア流路
43 エア貯圧部エア流路の逆止弁
5 基台
6 注入ロッド作動機構
7 噴射材料槽に連絡するホース
A ロッドモニター部
B ロッド−本管
C ロッド挿入孔
G 対象地盤
X 硬化材注入層
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a ground hardened layer construction method and an apparatus therefor, in which a ground hardened material is formed by injecting a ground hardened material into a target ground for the purpose of strengthening support of a built foundation ground or stabilizing the ground and stopping water.
[0002]
[Prior art]
Conventionally, ground hardener injection for ground lining support, reinforcement support, or hardener layer construction for the purpose of water stoppage has been achieved by extending the reach of the hardener jet as much as possible to form a large diameter hardener layer. Various methods have been devised with ideal creation, and one of them is a method of extending the reach distance by encapsulating and protecting the hardener jet with air using a polymerization injection nozzle consisting of a core nozzle and an annular nozzle surrounding it. (For example, see Patent Document 1).
[0003]
Furthermore, prior improvement by the clear water jet is performed prior to the hardener jet, and the effective range of the hardener jet is extended (see, for example, Patent Document 2), or surplus slime is sucked by a suction mechanism (see, for example, Patent Document 3). Means have been taken to improve breathing.
[0004]
In addition, it has been often carried out by entraining the hardener injection with air and encapsulating the hardener jet as described above and airlift lifting and discharging of the cutting slime, but if necessary from the top of the rod Openings were sequentially provided in the air flow path, and the injection pressure decreased toward the lower part.
[0005]
The injection of the hardener requires downward injection at the rod insertion stage and side injection at the injection tube rod stage, so switching from below to side injection is necessary, but initially it was biased upward by the spring. A method of lowering the differential pressure valve to close the lower injection port (see, for example, Patent Document 5) has been adopted.
[0006]
However, since such a differential pressure valve is provided in the hardener flow path, a reliable operation cannot be expected due to, for example, the hardener adhering to the spring. Therefore, the steel ball is dropped into the material supply path to close the lower path ( For example, refer to Patent Document 4) and means for switching the injection have been taken.
[0007]
[Patent Document 1]
Japanese Patent Publication No. 7-100931 [Patent Document 2]
Japanese Patent No. 2865653 [Patent Document 3]
Japanese Patent Publication No. 6-29506 [Patent Document 4]
JP 2001-288734 A [Patent Document 5]
Japanese Patent Publication No. 48-13657 [0008]
[Problems to be solved by the invention]
The air supplied from above through a plurality of openings loses pressure due to the injection at the upper position as described above, and cannot secure a desired injection pressure at the lower part, causing unevenness in the combined injection and the depth. There is a problem that the cutting length decreases because the air cannot be smoothly encapsulated as the height increases.
[0009]
In addition, if a plurality of injection nozzles are set at the same plane position on the side of the injection rod, the injection pressures interfere with each other to reduce the effect, while a plurality of ground hardening materials are redundantly injected into the same plane portion. In addition, there is a problem that a hardened material layer having a thickness cannot be formed unless a lifting operation is added to the rotation operation.
[0010]
Furthermore, since the diameter of the conventional injection rod is the same from the top to the tip, there is no room for clearance between the rod insertion hole of the ground and the outer periphery of the rod. The pressure was consumed more than necessary.
[0011]
Furthermore, the method of closing the lower path by dropping the steel ball for switching from the lower side to the side injection cannot be applied unless a vertical drop channel is secured to the closing valve hole.
[0012]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides an air that distributes air to the surrounding area of the polymerization injection nozzle in a monitor section that is located below the plurality of polymerization injection nozzles provided on the tip side wall of the injection rod. A pressure accumulating part is provided so that air distributed to the polymerization injection nozzle surrounding part is accumulated and stored in the accumulating part from the supply path, and homogenized air injection is performed from a plurality of openings. did.
[0013]
In addition, a fresh water injection nozzle is provided at a predetermined interval above the plurality of polymerization injection nozzles so that advance improvement of the target ground is performed prior to injection of the hardener, and fresh water is supplied to the fresh water injection nozzle. In addition, the path for supplying the jet water from the jet hole at the tip of the rod is provided with a differential pressure valve at the tip of the rod tip of the supply path consisting of a clearance formed by sewing the polymerization injection nozzle and the air pressure accumulator, to supply fresh water The rod tip ejection part can be automatically opened and closed by changing the pressure.
[0014]
Furthermore, the setting positions of a plurality of superposition injection nozzles provided on the tip side wall of the injection rod are shifted up and down so as to be provided in a multistage radial manner, and the hardening material is injected simultaneously into the target ground area corresponding to the multistage vertical width, and the rod is raised. A thick curing material injection corresponding to a multi-stage vertical width can be performed without frequent operation.
[0015]
In addition, the outer diameter of the tip monitor section is configured to be larger than the outer diameter of the upper rod main pipe, and the difference between the outer diameter of the tip monitor section and the outer diameter of the rod main pipe is the difference between the rod insertion hole on the ground and the outer circumference of the rod. In order to prevent the occurrence of breathing and the exhaustion of the injection pressure.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings. 1 is an injection rod, which is composed of a triple tube as a whole, and a plurality of superposition jet nozzles 2, 2,... Are set on the tip side wall in a multistage radial manner with the central portion shifted up and down by about 1.5 to 2.5 cm. A fresh water injection nozzle 3 is provided at a predetermined interval in the upper part.
[0017]
The superposition jet nozzles 2, 2,..., And the fresh water jet nozzle 3 are set in the monitor portion A that constitutes the rod tip and incorporates the injection mechanism, and the outer diameter thereof is larger than the outer diameter of the upper rod main pipe B. It is configured to have a diameter, and a clearance is formed between the inner wall of the rod main pipe B and the insertion hole C by insertion excavation of the monitor unit.
[0018]
The superposition spray nozzles 2... Each have a core nozzle 21 at the center, and surrounding nozzles 22... Are surrounded by rods separated from each other via a swivel 11 and communicated with the spray material tank. Communicate with the flow path.
[0019]
The jet flow from the superposition jet nozzles 2... Set in a multi-stage radial form is an interval that slightly interferes in the outer peripheral area at the above interval, but does not directly interfere because the opening direction is different.
[0020]
As described above, the rod 1 is composed of a triple tube as a whole, an air supply path 12 in the center, an annular hardener flow path 13 on the outer periphery, and a fresh water flow path 14 on the outer periphery. An air pressure storage unit 4 such as a receiver tank is set at a terminal of the air supply path 12 via a check valve 41.
[0021]
The air pressure storage unit 4 is provided with air flow passages 42 communicating with the surrounding nozzles 22... At the upper side, and check valves 43 are provided respectively to prevent backflow from the surrounding nozzles 22. It has become.
[0022]
By configuring the air accumulator 4 in this way, air corresponding to the accumulated pressure in the accumulator tank is uniformly supplied without flowing back to the flow path 42, so that injection efficiency close to atmospheric pressure can be obtained. A smooth airlift effect can also be obtained for the lifting of slime.
[0023]
The fresh water flow path 14 is constituted by the outermost clearance and opens to the fresh water injection nozzle 3 in the middle, but passes through the opening of the hardening material flow path 13 and the outer space of the air pressure storing section 4 and the tip of the rod 1. The differential pressure valve 31 set in the ejection hole 15 is opened and closed by adjusting the fresh water supply pressure.
[0024]
The differential pressure valve 31 is urged upward by a spring 32 and normally opens the ejection hole 15. As a result, drilling water is ejected from the ejection hole 15 while drilling 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 descends against the urging force of the spring 32 and closes the ejection hole 15.
[0025]
In addition, air is supplied to the air pressure storage unit 4 during downhole drilling and drilled while injecting air from the surrounding nozzles 22... Thereby protecting the nozzle 22 injection port and improving the surrounding soil in advance. Can contribute.
[0026]
The fresh water in the fresh water flow path 14 is accumulated by the blockage of the ejection hole 15, and is injected as a high-pressure jet from the fresh water injection nozzle 3 to cut and agitate the surrounding soil, and the hardening material jet from the polymerization injection nozzle 2 set at 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.
[0027]
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 7 connected to the injection material tank, and is operated on the base 5 Supported by mechanism 6.
[0028]
The hardened layer forming apparatus configured as described above first supplies lubricating fresh water to the flow path 14 and discharges it from the injection nozzle 3 and the tip injection hole 15, and advances with respect to the injection rod 1 by the injection rod operating mechanism 6. An operation such as rotation is applied, and the injection rod is inserted into the target ground G by the rotation of the excavating blade 8 and the injection rod 1.
[0029]
In this way, the injection rod 1 is propelled and inserted toward the target ground G, and when the predetermined depth is reached, the fresh water supply pressure to the flow path 14 is increased and the differential pressure valve 31 is lowered to close the tip ejection hole 15; Injected from the nozzle 3 as a high-pressure jet having a discharge amount of 50 to 80 liters per minute.
[0030]
Furthermore, cement milk as a ground hardening material is pumped into the flow path 13 at a pressure of about 300 kg / cm 2 or more as a discharge amount of 300 to 600 liters per minute, and is injected from the polymerization injection nozzle 2. To do.
[0031]
The air supplied to the air supply passage 12 as described above is accumulated in the air accumulator 4 and supplied from the air passage 42 to the surrounding nozzles 22... Is done.
[0032]
In this way, by supplying the spray material to each nozzle and stepping up and retreating in the extraction direction while rotating the injection rod 1, each high-pressure jet perforates and cuts the surrounding particles to crush the soil particles. A hardened material injection layer X is formed in a cylindrical shape on the ground G along the drive locus of the injection rod 1.
[0033]
Since the present invention is configured as described above, a homogeneous air jet can be formed around the plurality of polymerization injection nozzles, and the plurality of polymerization injection nozzles are set in a multistage radial manner on the rod and set at the top. By adding fresh water cutting with a fresh water nozzle and greatly increasing the discharge amount of ground hardening material, it has been possible to smoothly operate the uniform air distribution, which has been a problem in conventional deep injection. .
[0034]
The injection layer X formed in this way is formed with the same injection layer in the portion of the injection layer adjacent to the injection layer X as necessary, and is arranged adjacent to each other in parallel to form a predetermined ground hardening layer. Will be created.
[0035]
[Brief description of the drawings]
FIG. 1 is an overall side view showing a construction situation according to an embodiment of the present invention. FIG. 2 is a longitudinal sectional side view showing a part of the structure of a main portion of an injection rod tip monitoring portion according to an embodiment of the present invention. 3] Similarly, enlarged side view of the nozzle setting part of the injection rod showing the appearance from the front of the polymerization injection nozzle [Explanation of symbols]
1 Injection rod
11 Swivel mechanism
12 Air supply path
13 Curing material flow path
14 Clear water flow path
15 Clear water injection hole 2 at rod end
21 Homogeneous nozzle
22 Surrounding nozzle 3 Shimizu injection nozzle
31 Differential pressure valve of fresh water outlet
32 Differential valve energizing spring 4 Air accumulator
41 Check valve for air supply line terminal
42 Air flow path from air reservoir to surrounding nozzle
43 Air pressure check part Air flow path check valve 5 Base 6 Injection rod actuating mechanism 7 Hose connected to the injection material tank B Rod monitoring part B Rod-main pipe C Rod insertion hole G Target ground X Hardening material injection layer

Claims (8)

先端部の側壁に、核部から地盤硬化材、囲周部からエアを噴射する複数の重合噴射ノズルを設け、その上部に所定の間隔を置いて清水噴射ノズルを設けると共に、重合噴射ノズルの下部に位置するモニター部内に重合噴射ノズル囲周部にエアを配給するエア貯圧部を設けた注入ロッドを清水噴射ノズル及びロッド先端部から清水を噴出させながら対象地盤の所定深度まで挿入し、所定深度において供給清水を低圧供給から高圧噴射に切替えると共に、重合噴射ノズルの核部から高圧地盤硬化材、囲周部からエア貯圧部によって蓄圧されたエアを噴射しながら注入ロッドを回動させつつ後退させることにより、対象地盤中に地盤硬化材を注入することを特徴とする地盤硬化層造成工法Provided on the side wall of the tip part are a plurality of polymerization injection nozzles that inject ground hardening material from the core part and air from the surrounding part, and a fresh water injection nozzle is provided at a predetermined interval above the nozzle, and a lower part of the polymerization injection nozzle An injection rod provided with an air pressure accumulator for distributing air to the surrounding area of the superposition jet nozzle is inserted into the monitor section located at a predetermined depth of the target ground while jetting fresh water from the fresh water jet nozzle and the tip of the rod. While switching the supply fresh water from low pressure supply to high pressure injection at the depth, rotating the injection rod while injecting the high pressure ground hardening material from the core of the polymerization injection nozzle and the air accumulated by the air accumulator from the surrounding part A ground hardening layer construction method characterized by injecting ground hardening material into the target ground by retreating 清水噴射ノズルに清水を供給する供給経路端末のロッド先端噴出部に差圧弁を設けるようにした請求項1記載の地盤硬化層造成工法The ground hardening layer creation method of Claim 1 which provided the differential pressure | voltage valve in the rod tip ejection part of the supply path | route terminal which supplies fresh water to a fresh water injection nozzle. 複数の重合噴射ノズルの設定位置を上下にずらせて多段放射状に設けるようにした請求項1又は請求項2記載の地盤硬化層造成工法The ground hardened layer construction method according to claim 1 or 2, wherein the setting positions of the plurality of superposition jet nozzles are shifted up and down and provided in a multistage radial manner. 先端モニター部の外径を、上部のロッド本管の外径より大径に構成するようにした請求項1又は請求項2又は請求項3記載の地盤硬化層造成工法The ground hardened layer construction method according to claim 1, 2 or 3, wherein the outer diameter of the tip monitor portion is configured to be larger than the outer diameter of the upper rod main pipe. 先端部側壁に複数の重合噴射ノズル、その上部に所定の間隔を置いて清水噴射ノズルを設けた注入ロッドの中核部にエア供給経路、その囲周部に上記複数重合噴射ノズル各囲周部に開口接合する地盤硬化材供給経路、更に、その囲周部に上記清水噴射ノズルに開口接合する清水供給経路を設定すると共に、エア供給経路の端末に、上方に逆止弁を介して上記複数重合噴射ノズル各囲周部に開口する接合経路を設けたエア貯圧部を設定し、清水供給経路に清水を低圧供給から高圧噴射に切替える機構を設けた注入ロッドを前進後退機構と回動機構を備える駆動機構によって支持したことを特徴とする地盤硬化層造成装置A plurality of superposition nozzles on the side wall of the tip, an air supply path in the core of the injection rod provided with a fresh water spray nozzle at a predetermined interval above the top, and a plurality of superposition jet nozzles in the perimeter of the circumference A ground hardening material supply path to be joined to the opening, and a fresh water supply path to be joined to the fresh water injection nozzle at the peripheral portion thereof are set, and the multiple polymerization is performed on the terminal of the air supply path via a check valve upward. Set up an air pressure accumulating part that has a connection path that opens to each surrounding part of the injection nozzle, and provide a mechanism for switching the fresh water from low pressure supply to high pressure injection in the fresh water supply path. A ground hardened layer generating device supported by a drive mechanism provided 清水供給経路の端末に差圧弁によって開閉しロッド先端に開口する清水噴出孔を設けるようにした請求項5記載の地盤硬化層造成装置6. A ground hardened layer forming apparatus according to claim 5, wherein a fresh water injection hole opened and closed by a differential pressure valve at the end of the fresh water supply path and opened at the tip of the rod is provided. 複数の重合噴射ノズルの設定位置を上下にずらせて多段放射状に設けるようにした請求項5又は請求項6記載の地盤硬化層造成装置The ground hardened layer forming apparatus according to claim 5 or 6, wherein the setting positions of the plurality of superposition jet nozzles are shifted up and down and provided in a multistage radial manner. 先端モニター部の外径を、上部のロッド本管の外径より大径に構成するようにした請求項5又は請求項6又は請求項7記載の地盤硬化層造成装置The ground hardened layer forming apparatus according to claim 5, 6 or 7, wherein the outer diameter of the tip monitor portion is configured to be larger than the outer diameter of the upper rod main pipe.
JP2003055559A 2003-03-03 2003-03-03 Ground hardening layer construction method and equipment Expired - Lifetime JP3886465B2 (en)

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