JP2017031735A - Ground hardening layer establishment method and device thereof - Google Patents

Ground hardening layer establishment method and device thereof Download PDF

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JP2017031735A
JP2017031735A JP2015154759A JP2015154759A JP2017031735A JP 2017031735 A JP2017031735 A JP 2017031735A JP 2015154759 A JP2015154759 A JP 2015154759A JP 2015154759 A JP2015154759 A JP 2015154759A JP 2017031735 A JP2017031735 A JP 2017031735A
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injection rod
flow path
ground
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JP6307049B2 (en
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弘之 橋田
Hiroyuki Hashida
弘之 橋田
泰之 永田
Yasuyuki Nagata
泰之 永田
郁也 岡本
Ikuya Okamoto
郁也 岡本
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Stec KK
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Abstract

PROBLEM TO BE SOLVED: To solve the problem of being unable to avoid a hollow phenomenon, that is, a doughnut phenomenon caused in a ground hardening layer without sufficiently spreading a hardener, since injection to the horizontal direction is set as a main stream in hardener injection, in hardening layer establishment of conventionally combinedly using direct agitation by an agitation blade, fluid agitation by a hardener jet flow and hardener injection.SOLUTION: A plate-like twist blade 11 whose installation base part 11a and tip part 11b incline in the inverse direction to the injection rod axis, is projected on both left-right sides of an injection rod, and is constituted so that a side flow passage for forcibly feeding a hardener opens as an injection nozzle 14 on the tip of the plate-like twist blade by penetrating through the inside of the plate-like twist blade.SELECTED DRAWING: Figure 1

Description

本発明は、攪拌翼を用いた注入ロッドによる超軟弱地盤の改良において、対象地盤の攪拌注入によって造成する地盤硬化層に発生する中空現象、即ち、ドーナツ現象を回避し、攪拌効率を挙げるための地盤硬化層造成工法とその装置に関するものである。   The present invention is to improve the ultra-soft ground by an injection rod using a stirring blade, to avoid the hollow phenomenon generated in the ground hardened layer formed by the stirring injection of the target ground, that is, to avoid the donut phenomenon and increase the stirring efficiency. The present invention relates to a ground hardened layer construction method and an apparatus therefor.

従来、軟弱地盤の構築基礎支保や強化支保については、地盤硬化材を高圧噴射しながら地盤硬化材注入ロッドを回動することにより対象地盤を攪拌掘削する地盤硬化材注入工法が多く行われてきたが、施工環境や地盤の軟弱度によっては、効率が悪く攪拌力も不充分であるという問題があった。   Conventionally, for the foundation support and strengthening support of soft ground, there have been many ground hardening material injection methods that stir and excavate the target ground by rotating the ground hardening material injection rod while jetting the ground hardening material at high pressure. However, depending on the construction environment and the softness of the ground, there is a problem that the efficiency is poor and the stirring force is insufficient.

これに対応して、攪拌翼による直接的攪拌が行われるようになり、更に、硬化材注入層の径を大きくするために、例えば特許文献1に示されるように、攪拌翼の先端に噴射ノズルを設けて水平方向に硬化材を噴射するなど攪拌翼に噴射ノズルを設定することも行われるようになってきた。   Correspondingly, direct stirring by a stirring blade is performed, and in order to increase the diameter of the hardened material injection layer, as shown in Patent Document 1, for example, an injection nozzle is provided at the tip of the stirring blade. An injection nozzle has also been set on the stirring blade, for example, by providing a stirrer in the horizontal direction.

しかし、従来の硬化材噴射が水平方向への噴射を主流としたため、攪拌翼による直接攪拌と硬化材噴流による流体攪拌との調整に問題があり、攪拌領域に硬化材が充分にいきわたらず、土壌と硬化材の混合むらが発生し易く確実かつ均一な土壌の攪拌混合には更なる問題を残していた。   However, since the conventional curing material injection is mainly in the horizontal direction, there is a problem in the adjustment of the direct stirring by the stirring blade and the fluid stirring by the curing material jet, the curing material does not spread sufficiently in the stirring area, Uneven mixing of the soil and the hardener is likely to occur, and a further problem remains in the reliable and uniform stirring and mixing of the soil.

このような混合むらの問題に対応するため、地盤改良材と軟弱土壌の攪拌手段としては、例えば特許文献2に示されるように、注入ロッドに斜め下方乃至斜め上方に噴射する噴射ノズルを設け、噴流を交差させて立体的な噴流攪拌注入を行うと共に、その上部に設けた攪拌翼によって更なる直接攪拌を行う工法や装置も提案されてきている。   In order to cope with such a problem of unevenness in mixing, as a means for stirring the ground improvement material and the soft soil, for example, as shown in Patent Document 2, an injection nozzle that injects obliquely downward to obliquely upward is provided on the injection rod, A method and apparatus have also been proposed in which three-dimensional jet stirring and injection is performed by intersecting jets, and further direct stirring is performed by a stirring blade provided on the top.

また、注入された硬化材が過剰な攪拌や切削水の使用により、流出希釈されることを防止するため、特許文献3に示されるように攪拌翼の先端に拡散防止板を設定したり、特許文献4のように注入ロッドの斜め方向に噴射する噴射ノズルを設けて、同噴射ノズルから攪拌翼の先端に向けて硬化材を噴射することも提案されている。   In addition, in order to prevent the injected hardened material from being diluted outflow due to excessive stirring or use of cutting water, a diffusion prevention plate is set at the tip of the stirring blade as shown in Patent Document 3, It has also been proposed to provide an injection nozzle that injects in an oblique direction of the injection rod as in Literature 4, and to inject the curing material from the injection nozzle toward the tip of the stirring blade.

特開昭50−107714号公報JP 50-107714 A 特開平6−146260号公報JP-A-6-146260 特開平9−296439号公報Japanese Patent Laid-Open No. 9-296439 特開2005−76212号公報JP-A-2005-76212

攪拌翼によって直接攪拌を行う場合には、注入ロッドの回動に対して掛かる地盤の抵抗によって発生する回転トルクの増大が問題であり、作業効率に大きく影響している。しかし、上記先行技術の場合、攪拌翼の先端に拡散防止板を設定すれば、注入ロッドを回転するための回転トルクが増大する。   When stirring directly with a stirring blade, an increase in rotational torque generated by the resistance of the ground applied to the rotation of the injection rod is a problem, which greatly affects work efficiency. However, in the case of the above prior art, if a diffusion prevention plate is set at the tip of the stirring blade, the rotational torque for rotating the injection rod increases.

また、噴射機械攪拌工法として用いられている掘進時と引き上げ時に下段攪拌翼の先端より水平方向に噴射する方法では、対象地盤の攪拌注入によって造成する地盤硬化層に発生する中空現象、即ち、ドーナツ現象を回避することができないという問題がある。   Also, in the method of jetting and pulling up, which is used as a jetting machine stirring method, the method of jetting horizontally from the tip of the lower stirrer blades is a hollow phenomenon that occurs in the ground hardened layer formed by stirring injection of the target ground, that is, a donut There is a problem that the phenomenon cannot be avoided.

更に、造成される硬化層の径がφ1400以上の大口径の場合には、大型の装置を用いても対象地盤の状況によっては硬化材が改良口径の外周部まで到達せず、造成された地盤硬化層外周部に硬化不良が発生する危険があり、攪拌土壌と硬化材の混合むらも生じ易いという問題がある。   Furthermore, when the diameter of the hardened layer to be created is a large diameter of φ1400 or more, the hardened material does not reach the outer peripheral part of the improved diameter depending on the situation of the target ground even if a large apparatus is used. There is a risk that poor curing occurs at the outer peripheral portion of the hardened layer, and there is a problem that uneven mixing of the agitated soil and the hardener is likely to occur.

更にまた、注入ロッドを対象地盤に挿入する掘進時の下方噴射から攪拌注入のための側方噴射に切換える場合に、周辺地盤からの逆圧により側方分岐流路に流体が逆流する事態が発生する問題がある。   Furthermore, when the injection rod is inserted into the target ground and switched from the lower injection during excavation to the side injection for stirring injection, a situation occurs in which the fluid flows backward to the side branch flow path due to the reverse pressure from the surrounding ground. There is a problem to do.

本発明は上記した課題に対応しようとするものであり、注入ロッドの左右両側に取付基部と先端部が注入ロッド軸心に対して逆方向に傾斜する板状捻り翼を突設し、硬化材を圧送する側方流路がこの板状捻り翼の内部を貫通してその板状捻り翼の先端に噴射ノズルとして開口するように構成した。   The present invention is intended to address the above-described problems, and is provided with a plate-like twisted wing projecting from the left and right sides of the injection rod with the mounting base and the tip inclined in the opposite direction with respect to the injection rod axis. The side flow path for pressure-feeding is configured to pass through the inside of the plate-shaped twisted wing and open as an injection nozzle at the tip of the plate-shaped twisted wing.

この構成により、側方噴射ノズルから噴射される硬化材は、板状捻り翼の回動によって生ずる周辺土壌の旋回動の流れに巻き込まれて板状捻り翼の上下に誘導され、硬化材が改良口径の内周部に導入されるものである。   With this configuration, the hardened material sprayed from the side injection nozzle is caught in the flow of the swirling motion of the surrounding soil caused by the rotation of the plate-like twisted wing, and is guided up and down the plate-like twisted wing, thereby improving the hardened material. It is introduced into the inner periphery of the caliber.

また、上記板状捻り翼の翼板を波形に湾曲させて構成することにより、翼板上に掬い揚げられた攪拌土壌が波形湾曲面上に揺動されて、より綿密な破砕混合が行われる。更に、板状捻り翼の外表面に捻り方向に沿って誘導溝を刻設するようにして、板状捻り翼に周接する攪拌土壌を積極的に板状捻り翼の旋回回動に同調させるように構成した。   Further, by configuring the blades of the plate-like twisted wings to be curved in a corrugated manner, the agitated soil lifted on the blades is swung on the corrugated curved surface, so that more precise crushing and mixing are performed. . In addition, a guide groove is engraved along the twisting direction on the outer surface of the plate-like twisting blade so that the agitating soil surrounding the plate-like twisting blade is actively synchronized with the swivel rotation of the plate-like twisting blade. Configured.

更に、板状捻り翼に設ける硬化材流路を、基部から先端に向けて全体をテーパー状に縮径するノズル形状に構成し、畜圧構造の容積を拡張するように構成して硬化材噴流の噴射力を高めるようにした。   Furthermore, the curing material flow path provided in the plate-shaped twisted wing is configured in the shape of a nozzle that reduces the entire diameter in a taper shape from the base to the tip, and is configured to expand the volume of the animal pressure structure, and the curing material jet Increased the injection power.

また、注入ロッドの両側腹に開口する分岐側方流路の各分岐流入口に差圧弁と逆止弁を設定するようにし、注入ロッドを対象地盤に挿入する掘進時の下方噴射から攪拌注入のための側方噴射に切換える場合に、周辺地盤からの逆圧により側方分岐流路に流体が逆流する事態の発生を防止するようにした。   In addition, a differential pressure valve and a check valve are set at each branch inlet of the branch side flow channel that opens on both sides of the injection rod, and stirring injection is performed from the lower injection during excavation when the injection rod is inserted into the target ground. When switching to side injection for this purpose, the occurrence of a situation where the fluid flows backward to the side branch flow path due to the back pressure from the surrounding ground is prevented.

本発明は、以上のように構成したことにより、回転トルクの増大に直結する攪拌翼の下部若しくは上部に向けた硬化材噴射に依拠することなく、対象地盤の攪拌注入によって造成する地盤硬化層に発生する中空現象、即ち、ドーナツ現象を回避することができたものである。   Since the present invention is configured as described above, the ground hardened layer formed by the stirring injection of the target ground without relying on the hardener injection toward the lower or upper part of the stirring blade directly connected to the increase of the rotational torque. The hollow phenomenon that occurred, that is, the donut phenomenon could be avoided.

また、硬化材噴流の破砕力を強化するための重合噴射ノズルによるエアー巻き噴射等、注入ロッドの構成を複雑化する手段を用いることなく、単管による注入ロッドの先端モニター部に、下方と両側腹に開口する側方流路に分岐する硬化材圧送流路を設け、注入ロッドの左右両側に突設された取付基部と先端部が注入ロッド軸心に対して逆方向に傾斜する板状捻り翼の先端に噴射ノズルとして側方流路が開口する構成により、土壌と硬化材の混合むらのない、確実かつ均一な土壌の攪拌混合を行えるようにした。   In addition, without using a means for complicating the structure of the injection rod, such as air-winding injection using a superposition jet nozzle for strengthening the crushing force of the hardener jet, the top and bottom sides of the injection rod with a single tube A plate-shaped twist that is provided with a hardening material pumping channel that branches into a side channel that opens in the abdomen, with the mounting base and tip protruding from the left and right sides of the injection rod inclined in the opposite direction with respect to the injection rod axis A configuration in which a side flow path is opened as an injection nozzle at the tip of the wing enables reliable and uniform stirring and mixing of soil without uneven mixing of soil and hardener.

本発明の実施例を示すもので、注入ロッド先端部において下方と両側腹に開口する側方流路に分岐する硬化材圧送流路の構造を示す注入ロッド先端部の縦断側面図。The vertical side view of the injection rod front-end | tip part which shows the Example of this invention and shows the structure of the hardening | curing material pumping flow path branched into the side flow path opened in the downward direction and both sides antinodes in the injection | rod end part. 同じく、板状捻り翼の翼板を波形に湾曲させて構成した実施例の翼の外表面のうねり状況と、板状捻り翼の外表面に刻設された誘導溝の状況を示す板状捻り翼の拡大斜視図。Similarly, a plate-like twist showing the state of undulation on the outer surface of the blade of the embodiment constructed by curving the blade plate of the plate-like twisted wing, and the state of the guide groove engraved on the outer surface of the plate-like twisted wing An enlarged perspective view of a wing. 同じく、注入ロッドへの板状捻り翼の取り付け状況と噴射ノズル及び硬化材流路の状况を示す注入ロッドを図1のX−X線による断面とした平面図。Similarly, the top view which made the injection rod which shows the attachment condition of the plate-shaped torsion blade to an injection rod, and the state of an injection | spray nozzle and a hardening material flow path by the cross section by the XX line of FIG. 同じく、注入ロッドへの板状捻り翼の取り付け状況を示す板状捻り翼の取付基部を翼の先端部から見た注入ロッドの板状捻り翼取付部の拡大側面図。Similarly, the expansion side view of the plate-shaped twisting wing attachment part of the injection rod which looked at the attachment base part of the plate-shaped twisting wing which shows the attachment condition of the plate-shaped twisting wing to an injection rod from the front-end | tip part of the wing | blade. 同じく、注入ロッドへの板状捻り翼の取り付け状況を示す板状捻り翼を翼の側面部側から見た注入ロッドの板状捻り翼取付部の拡大側面図。Similarly, the expansion side view of the plate-shaped twisting wing attachment part of the injection rod which looked at the plate-shaped twisting wing from the side surface part side which shows the attachment condition of the plate-shaped twisting wing to an injection rod. 同じく、本発明による地盤硬化層造成の施工状況を示す要部を断面とした全体側面図。Similarly, the whole side view which made the cross section the principal part which shows the construction condition of ground hardened layer construction by this invention.

以下、図面に基づいて本発明の実施の形態を説明する。1は注入ロッドで、適宜に継手される継手構造を備えた単管により硬化材圧送流路2が構成されているが、先端モニター部Mにおいて、下方流路21と両側腹に開口する側方流路2a、2bに分岐し、上端はスイベル15を介して材料供給ホース41に連接する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. Reference numeral 1 denotes an injection rod, and the hardening material pumping flow path 2 is constituted by a single pipe having a joint structure to be appropriately coupled. It branches into the flow paths 2a and 2b, and the upper end is connected to the material supply hose 41 via the swivel 15.

注入ロッド1の先端モニター部Mの両側には、前記側方流路2a、2bが内設された板状捻り翼11A、11Bが左右に張り出して設定されている。板状捻り翼11A、11Bは、それぞれ取付基部11aと先端部11bが注入ロッド軸心13に対して逆方向に傾斜する捻り形状に形成され、注入ロッド1の回動により翼面が旋回作動するように構成されている。
また、板状捻り翼11A、11Bの翼縁には、縁部に沿って複数の掻爪16、16が植設されている。
On both sides of the distal end monitoring portion M of the injection rod 1, plate-like twisted wings 11A and 11B in which the side flow paths 2a and 2b are provided are set so as to protrude from side to side. The plate-like twisted wings 11A and 11B are formed in a twisted shape in which the attachment base portion 11a and the tip end portion 11b are inclined in the opposite directions with respect to the injection rod axis 13, and the blade surface is swiveled by the rotation of the injection rod 1. It is configured as follows.
In addition, a plurality of scratching claws 16 and 16 are implanted along the edges of the blade edges of the plate-like twisted wings 11A and 11B.

更に、板状捻り翼についての他の実施例として、図2に示すように板状捻り翼の翼板を波形に湾曲させて構成することにより、翼板上に掬い揚げられた攪拌土壌が波形湾曲面上に揺動されて、より綿密な破砕混合が行われる。なお、翼板は常に波形湾曲させる必要はなく、図4に示すような捻り形状のみに形成しても良い。   Further, as another embodiment of the plate-like twisted wing, the bladed plate of the plate-like twisted wing is curved in a waveform as shown in FIG. By rocking on the curved surface, more precise crushing and mixing is performed. The vane plate does not always have to be wave-curved, and may be formed only in a twisted shape as shown in FIG.

板状捻り翼には、また、板状捻り翼11A、11Bの外表面には捻り方向に沿って1又は複数の誘導溝12が刻設され、板状捻り翼の旋回駆動により攪拌される周接土壌を周辺土壌の旋回動の流れに巻き込んで板状捻り翼の上下に誘導するようになっている。   The plate-like twisted wings are also provided with one or a plurality of guide grooves 12 along the twist direction on the outer surfaces of the plate-like twisted wings 11A and 11B. The soil contact is involved in the swirling motion of the surrounding soil and guided up and down the plate-like twisted wings.

板状捻り翼11A、11Bに内設される側方流路2a、2bは、板状捻り翼取付部から先端に向けてテーパー状に縮径するノズル形状に構成され、先端開口部は噴射ノズル14となっている。また、分岐側方流路2a、2bの各分岐流入口22、22には差圧弁3と逆止弁31が設定され、差圧弁3が圧送される流体の流圧によって分岐流入口22、22の開閉を行うと共に、逆止弁31が周辺地盤からの逆圧により側方分岐流路に流体が逆流するのを防止している。14aは板状捻り翼11A、11Bの先端に着脱可能に螺合するノズルチップであり、注入環境に応じてノズル径を変化させるように交換可能な構成となっている。   The side flow passages 2a and 2b provided in the plate-like twisted blades 11A and 11B are configured in a nozzle shape that is tapered from the plate-like twisted blade attachment portion toward the tip, and the tip opening portion is an injection nozzle. 14 In addition, a differential pressure valve 3 and a check valve 31 are set at the branch inlets 22 and 22 of the branch side flow paths 2a and 2b, and the branch inlets 22 and 22 are caused by the fluid pressure of the fluid pumped by the differential pressure valve 3. The check valve 31 prevents the fluid from flowing back into the side branch flow path due to the back pressure from the surrounding ground. Reference numeral 14a denotes a nozzle tip that is detachably screwed to the tips of the plate-like twisted wings 11A and 11B, and is configured to be exchangeable so as to change the nozzle diameter according to the injection environment.

以上のように構成した攪拌注入ロッド1は、対象地盤の軟弱度によって、注入ロッド1に潤滑液を供給しつつ回転下降駆動させ、或いは、注入ロッド1の重力によって、そのまま下降させる。   The stirring injection rod 1 configured as described above is driven to rotate and descend while supplying the lubricating liquid to the injection rod 1 depending on the softness of the target ground, or is lowered as it is due to the gravity of the injection rod 1.

即ち、対象地盤の軟弱度が高く注入ロッド1の重力によってそのまま下降する場合には、下降作動と同時に硬化材プラント等(図示しない。)から材料供給ホース41、スイベル15を通じて硬化材を圧送すれば硬化材は圧送流路2を通じて下方流路21の両側腹に開口する側方流路2a、2bの水平方向噴射ノズル14、14に至り対象地盤中に噴射され、周辺土壌を穿孔破砕しながら硬化材を充填しつつ円柱状に地盤を切削して円柱状硬化層を造成して行き、所定深度に達したところで、必要に応じて下方流路21からの硬化材噴射等の補正手段を講じつつ注入ロッド1を引揚げるものである。   That is, when the target ground is so soft that it is lowered as it is due to the gravity of the injection rod 1, if the hardening material is pumped through the material supply hose 41 and the swivel 15 from the hardening material plant (not shown) simultaneously with the lowering operation. The hardened material reaches the horizontal injection nozzles 14 and 14 of the side flow paths 2a and 2b that open on both sides of the lower flow path 21 through the pressure-feed flow path 2 and is injected into the target ground, and hardens while perforating and crushing the surrounding soil. While the material is filled, the ground is cut into a cylindrical shape to form a cylindrical hardened layer, and when a predetermined depth is reached, correction means such as injection of the hardened material from the lower flow path 21 is taken as necessary. The injection rod 1 is withdrawn.

対象地盤の軟弱度が低く、注入ロッド1に潤滑液を供給しつつ回転下降させる場合には、所定の深度において注入ロッド1の上方から下方流路21を閉塞する球体23を落下させて下方流路21を閉塞し、硬化材プラント等から材料供給ホース41、スイベル15を通じて硬化材を圧送すれば硬化材は圧送流路2を通じて下方流路21の両側腹に開口する側方流路2a、2bの水平方向噴射ノズル14、14に至り対象地盤中に噴射され、周辺土壌を穿孔破砕しながら硬化材を充填しつつ注入ロッド1を上昇させ、円柱状に地盤硬化層を造成して行くものである。   In the case where the softness of the target ground is low and rotation is performed while supplying the lubricating liquid to the injection rod 1, the sphere 23 that closes the lower flow path 21 is dropped from above the injection rod 1 at a predetermined depth to flow downward. If the passage 21 is closed and the hardener is pumped from the hardener plant or the like through the material supply hose 41 and the swivel 15, the hardener will be opened to the sides of the lower passage 21 through the pumping passage 2. The horizontal injection nozzles 14 and 14 are injected into the target ground, and the injection rod 1 is lifted while filling the hardening material while drilling and crushing the surrounding soil, and a hardened ground layer is formed in a cylindrical shape. is there.

分岐流入口22、22には差圧弁3と逆止弁31が設定され、差圧弁3が圧送される流体の流圧によって分岐流入口22、22の開閉を行う場合には、注入ロッド1に潤滑液を供給しつつ回転下降させ、所定の深度において供給流体を硬化材に変換して送給圧力を挙げることによって差圧弁3が開いて側方流路2a、2bの水平方向噴射ノズル14、14に至り対象地盤中に噴射される。その際、下方流路21を閉塞するか否かは施工目的と環境条件による。また、下方流路21に差圧弁を設けて圧送流圧により操作することも可能である。   A differential pressure valve 3 and a check valve 31 are set at the branch inlets 22 and 22, and when the branch inlets 22 and 22 are opened and closed by the fluid pressure of the fluid pumped by the differential pressure valve 3, By rotating and descending while supplying the lubricating liquid, converting the supply fluid into a hardening material at a predetermined depth and raising the supply pressure, the differential pressure valve 3 is opened and the horizontal injection nozzles 14 in the side flow paths 2a and 2b, 14 is injected into the target ground. At that time, whether or not to block the lower flow path 21 depends on the construction purpose and environmental conditions. It is also possible to provide a differential pressure valve in the lower flow path 21 and operate by pressure flow pressure.

注入ロッド1の下降が所定の深度に達したところで、ロッド1の回転方向を変え下降時の回転に対して逆回転させながら、再び、硬化材を噴射しながらロッドの上昇引上げを行なって対象地盤中に円柱状の地盤硬化層Wを造成し、軟弱地盤の構築基礎支保や強化支保を行なうものであるが、ロッド下降時と上昇引上げ時で作動態様を変化させたり、硬化材圧送条件を変化させるか否かは、施工目的と環境条件によるものである。   When the lowering of the injection rod 1 reaches a predetermined depth, the rod 1 is lifted and pulled up again while spraying the hardener while changing the rotation direction of the rod 1 and rotating it in reverse to the rotation at the time of lowering. A cylindrical ground hardened layer W is created in the middle to build the soft ground and to support the foundation and strengthening. However, the operating mode is changed when the rod is lowered and when the lift is raised, and the conditions for feeding the hardened material are changed. Whether or not to do so depends on the construction purpose and environmental conditions.

施工の1例としては、直径90Φの注入ロッド1の側腹に150〜200ミリ長の板状捻り翼を植設し、対象地盤への挿入下降時に水平方向噴射ノズルから40Mpaの噴射圧力で硬化材としてセメントミルクを吐出量200リッター/minで噴射しながら2〜20rpmで回転させることで、造成径φ2500mmの拡径層が造成できた。   As an example of construction, a plate-like twisted wing of 150 to 200 mm in length is implanted on the flank of an injection rod 1 having a diameter of 90Φ, and is hardened with a jet pressure of 40 Mpa from a horizontal jet nozzle when it is lowered into the target ground. By expanding cement milk as a material at a discharge rate of 200 liters / min and rotating at 2 to 20 rpm, a diameter-enlarged layer having a diameter of 2,500 mm could be formed.

本発明に係る地盤硬化層造成工法とその装置は、上記のように攪拌翼を板状捻り翼とし、板状捻り翼の基部から先端に向けてテーパー状に縮径するノズル形状の硬化材流路を内設して物理的攪拌を多面的な翼形状による複合攪拌により切削土壌と硬化材の極めて混合度の高い均質な改良混合層の造成を可能としたもので、軟弱地盤の効率的強化により軟弱な地質のため利用できなかった土地の活用を積極的に押し進めることに利用することができる。   The ground hardened layer construction method and the apparatus according to the present invention are a nozzle-shaped hardened material flow in which the stirring blade is a plate-shaped twisted blade as described above, and the diameter is reduced in a taper shape from the base to the tip of the plate-shaped twisted blade. It is possible to create a homogeneous improved mixed layer with extremely high degree of mixing of cutting soil and hardened material by combining physical agitation with multi-faceted wing shape by installing a road and efficiently strengthening soft ground It can be used to actively promote the use of land that could not be used due to its weak geology.

1 攪拌注入ロッド
11A 板状捻り翼
11B 板状捻り翼
11a 板状捻り翼の取付基部
11b 板状捻り翼の先端部
12 板状捻り翼の誘導溝
13 注入ロッド軸心
14 水平方向噴射ノズル
14a 噴射ノズルチップ
15 スイベル
16 板状捻り翼の掻爪
2 硬化材圧送路
2a 分岐側方流路
2b 分岐側方流路
21 下方噴射流路
22 分岐流入口
23 下方流路閉塞球体
3 差圧弁
31 逆止弁
41 材料供給ホース
G 対象地盤
M ロッド先端のモニター部
W 造成硬化材層
DESCRIPTION OF SYMBOLS 1 Stirring injection rod 11A Plate-shaped twisted blade 11B Plate-shaped twisted blade 11a Plate-shaped twisted blade attachment base 11b Plate-shaped twisted blade tip 12 Plate-shaped twisted blade guide groove 13 Injection rod axis 14 Horizontal injection nozzle 14a Injection Nozzle tip 15 Swivel 16 Claw of plate-like twisted blade 2 Hardened material pressure feed path 2a Branch side channel 2b Branch side channel 21 Lower injection channel 22 Branch inlet 23 Lower channel block sphere 3 Differential pressure valve 31 Check Valve 41 Material supply hose G Target ground M Monitor end W of rod end W Hardened material layer

Claims (9)

先端部において、下方と両側腹に開口する側方流路に分岐する硬化材圧送流路を設けた注入ロッドの側方流路が、注入ロッドの左右両側に突設された取付基部と先端部が注入ロッド軸心に対して逆方向に傾斜する板状捻り翼の先端に噴射ノズルとして開口する注入ロッドに硬化材を圧送して、左右両側のノズルより高圧噴射しながら攪拌注入ロッドを回転しつつ下降、上昇或いはその双方を行うようにしたことを特徴とする地盤硬化層造成工法。   At the distal end, a mounting base and a distal end portion in which the lateral flow path of the injection rod provided with a hardening material pumping flow path branched into a lateral flow path that opens downward and on both sides of the injection rod protrudes on both the left and right sides of the injection rod The hardened material is pumped to the injection rod that opens as the injection nozzle at the tip of the plate-shaped twisted blade that inclines in the opposite direction with respect to the injection rod axis, and the stirring injection rod is rotated while high-pressure injection is performed from the left and right nozzles. A ground hardened layer construction method characterized in that it descends, rises or both. 板状捻り翼の翼板を波形に湾曲させて構成した注入ロッドを用い、攪拌土壌を板状捻り翼の旋回回動に同調させるように構成した請求項1記載の地盤硬化層造成工法。   The ground hardening layer construction method of Claim 1 comprised so that agitation soil might be synchronized with the turning rotation of a plate-shaped twisting blade using the injection rod comprised by curving the blade plate of a plate-shaped twisting blade. 板状捻り翼の外表面に捻り方向に沿って誘導溝を刻設するようにした注入ロッドを用い、攪拌土壌を板状捻り翼の旋回回動に同調させるように構成した請求項1又は請求項2記載の地盤硬化層造成工法。   Claim 1 or Claim, wherein the agitating soil is synchronized with the swivel rotation of the plate-like twisted wing by using an injection rod in which a guide groove is engraved along the twist direction on the outer surface of the plate-like twisted wing. Item 2. A ground hardened layer construction method according to Item 2. 板状捻り翼に設ける硬化材流路を、基部から先端に向けてテーパー状に縮径するノズル形状に構成し、畜圧構造の容積を拡張するように構成した注入ロッドを用い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 hardening material flow path provided in the plate-like twisted wing is configured in a nozzle shape that is tapered in a taper shape from the base to the tip, and an injection rod configured to expand the volume of the animal pressure structure is used. The ground hardened layer construction method of Claim 1 or Claim 2 or Claim 3. 先端部において、下方と両側腹に開口する側方流路に分岐する硬化材圧送流路を設けた注入ロッドの側方流路が、注入ロッドの左右両側に突設された取付基部と先端部が注入ロッド軸心に対して逆方向に傾斜する板状捻り翼の先端に噴射ノズルとして開口する注入ロッドを回転上下駆動機構によって支持して成る地盤硬化層造成装置。   At the distal end, a mounting base and a distal end portion in which the lateral flow path of the injection rod provided with a hardening material pumping flow path branched into a lateral flow path that opens downward and on both sides of the injection rod protrudes on both the left and right sides of the injection rod Is a ground hardened layer forming apparatus in which an injection rod opening as an injection nozzle is supported by a rotary vertical drive mechanism at the tip of a plate-like twisted blade inclined in the opposite direction to the injection rod axis. 板状捻り翼の翼板を波形に湾曲させて構成した請求項5記載の地盤硬化層造成装置。   The ground hardened layer forming apparatus according to claim 5, wherein the blade plate of the plate-like twisted wing is bent into a wave shape. 板状捻り翼の外表面に捻り方向に沿って誘導溝を刻設す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 a guide groove is formed on the outer surface of the plate-like twisted wing along the twisting direction. 板状捻り翼に設ける硬化材流路を、基部から先端に向けてテーパー状に縮径するノズル形状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。   8. The ground hardened layer forming apparatus according to claim 5, wherein the hardened material flow path provided in the plate-like twisted wing is configured in a nozzle shape having a tapered diameter from the base toward the tip. . 注入ロッドの両側腹に開口する分岐側方流路の各分岐流入口に差圧弁と逆止弁を設定するようにした請求項5又は請求項6又は請求項7又は請求項8記載の地盤硬化層造成装置。   The ground hardening according to claim 5, 6 or 7, or 8 or 8, wherein a differential pressure valve and a check valve are set at each branch inlet of the branch side flow path opening on both sides of the injection rod. Layer creation device.
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