JPH0473315A - Preparation of hardened body - Google Patents

Preparation of hardened body

Info

Publication number
JPH0473315A
JPH0473315A JP18691890A JP18691890A JPH0473315A JP H0473315 A JPH0473315 A JP H0473315A JP 18691890 A JP18691890 A JP 18691890A JP 18691890 A JP18691890 A JP 18691890A JP H0473315 A JPH0473315 A JP H0473315A
Authority
JP
Japan
Prior art keywords
rod
ground
injected
hardened body
injection nozzle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP18691890A
Other languages
Japanese (ja)
Other versions
JP2879597B2 (en
Inventor
Akihiro Miyoshi
朗弘 三好
Kazuma Misaka
一磨 三阪
Tadayoshi Maeda
忠良 前田
Makoto Otsuka
誠 大塚
Satoshi Matsuzawa
松沢 諭
Shuji Isotani
修二 磯谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FUDO GIKEN KK
Fudo Tetra Corp
Original Assignee
FUDO GIKEN KK
Fudo Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FUDO GIKEN KK, Fudo Construction Co Ltd filed Critical FUDO GIKEN KK
Priority to JP18691890A priority Critical patent/JP2879597B2/en
Publication of JPH0473315A publication Critical patent/JPH0473315A/en
Application granted granted Critical
Publication of JP2879597B2 publication Critical patent/JP2879597B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To eliminate the waste of a solidifying material, etc., by injecting a specified fluid from the front end of a rod mechanism, drawing out the rod mechanism while the ground in the periphery of the front end section is excavated and an agitating blade is turned and forming a hardened body in the ground. CONSTITUTION:A rod mechanism 3 is composed of an outer rod 13, an agitating blade 5 installed to the peripheral section of the front end of the outer rod 13, an inner rod 14 rotatably inserted into the outer rod 13, a water injection nozzle mounted at the front end of the inner rod 14, solidifying-material injection nozzles 16 set up to the side face of the front end section of the inner rod 14, and an automatic bearing 17, which is fixed on the upper end section side of the inner rod 14 and rotatably supports the upper end section side of the outer rod 13 to the rear end of the inner rod 14 while preventing rotation by a rod drive mechanism 2. A solidifying material 4 is injected from the high- pressure injection sections 16, and the ground in the periphery of the front end is excavated and the agitating blades 5 are turned and the rod mechanism 3 is drawn out.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、高圧噴射(注入)によって地盤中に硬化体を
形成する硬化体造成方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for forming a hardened body in the ground by high-pressure injection (injection).

[従来の技術] 地盤中に硬化体を形成するときに使用される装置として
、従来、特公昭62−18690号公報によって開示さ
れている掘削装置が知られている。
[Prior Art] A drilling device disclosed in Japanese Patent Publication No. 18690/1988 has been known as a device used to form a hardened body in the ground.

この掘削装置は第16図に示す如く上下方向に移動自在
に構成された棒状のロッド101と、ロッド101を回
転させる回転駆動部102と、ロッド101の先端に設
けられ、側方に庇削水105を噴射する噴射ノズル10
3とを備えており、ロフト101を所定の速度で引き抜
くとともに、回転駆動部102によってロット101を
回転させながら噴射ノズル103から掘削水105を噴
射させて周囲地盤を掘削する。
As shown in FIG. 16, this excavation equipment includes a bar-shaped rod 101 that is configured to be movable in the vertical direction, a rotation drive unit 102 that rotates the rod 101, and a rotary drive unit 102 that is installed at the tip of the rod 101 and has an eaves cutter on the side. Injection nozzle 10 that injects 105
3, the loft 101 is pulled out at a predetermined speed, and the surrounding ground is excavated by injecting excavation water 105 from an injection nozzle 103 while rotating the lot 101 by a rotary drive unit 102.

[発明が解決しようとする課題] ところで、このような従来の掘削装置を用いて地盤中に
硬化体を形成する場合、噴射ノズル103から固化材等
を噴射させて円囲地盤を掘削しながら地盤中に同化材等
を注入しなければならない。
[Problems to be Solved by the Invention] By the way, when forming a hardened material in the ground using such a conventional excavation device, the solidifying material or the like is injected from the injection nozzle 103 to form a hardened material while excavating the surrounding ground. Assimilated materials must be injected into it.

しかしながら、このような作業を行なうと、ロッド10
1と地盤との間に形成された隙間107を通じて地盤中
に噴射した同化材等が地表に溢れ出てしまい、噴射ノズ
ル103から噴射した同化材等が無駄になってしまうと
いう問題があった。
However, when such work is performed, the rod 10
There was a problem in that the assimilated material etc. injected into the ground through the gap 107 formed between the injection nozzle 103 and the ground overflowed to the ground surface, and the assimilated material etc. injected from the injection nozzle 103 was wasted.

また、このように地表に溢れ出た同化材等を産業廃棄物
として処理しなければならないので、その分を含めて施
工コストが高くなってしまうという問題があった。
In addition, since the assimilated material and the like that overflow onto the ground surface must be treated as industrial waste, there is a problem in that the construction cost including this amount increases.

本発明は上記の事情に鑑み、地盤中に噴射した同化材等
が地表に溢れ出ないようにして同化材等の無駄を無くす
ことができるとともに、地表に溢れ出た同化材等の処理
を不要にして施工コストを低減させることができる硬化
体造成方法を提供することを目的としている。
In view of the above circumstances, the present invention prevents assimilated materials injected into the ground from overflowing to the ground surface, thereby eliminating waste of assimilated materials, and eliminates the need to dispose of assimilated materials that overflow to the ground surface. The purpose of the present invention is to provide a method for producing a cured body that can reduce construction costs.

[課題を解決するための手段] 上記の目的を達成するために本発明による硬化体造成方
法は、ロット機構を地盤に貫入するとともに、所定の流
体を噴射して地盤中に硬化体を形成する硬化体造成方法
において、ロッド機構が地盤に貫入された状態でその先
端側部に設けられた高圧噴射部から前記流体を所定方向
へ噴射して、先端部周囲の地盤を掘削しながら前記高圧
噴射部の少し上に設けられた攪拌翼を回転させつつ前記
ロフト機構を所定の速度で引き抜いて地盤中に硬化体を
形成することを特徴としている。
[Means for Solving the Problems] In order to achieve the above object, the method for creating a hardened body according to the present invention involves penetrating a lot mechanism into the ground and injecting a predetermined fluid to form a hardened body in the ground. In the method for creating a hardened body, the fluid is injected in a predetermined direction from a high-pressure injection part provided on the side of the tip of the rod mechanism while it is penetrated into the ground, and the high-pressure injection is carried out while excavating the ground around the tip. It is characterized by forming a hardened body in the ground by pulling out the loft mechanism at a predetermined speed while rotating a stirring blade installed slightly above the ground.

[作用] 上記の構成によって、地盤中ここロット機構が貫入され
た状態で高圧噴射部から所定の流体を噴射して、先端側
部周囲の地盤を尿削しながら高圧噴射部の少し玉に設け
られた攪拌翼を回転させてロッド機構を所定の速度で引
き抜くことにより、前記高圧噴射部より地表側にある地
盤を攪拌して高圧噴射部から噴射された流体が地表に溢
れ出るのを防止しながら地盤中に硬化体を形成する。
[Operation] With the above configuration, a predetermined fluid is injected from the high-pressure injection part with the rot mechanism penetrating into the ground, and the fluid is applied to a small ball of the high-pressure injection part while scraping the ground around the side of the tip. By rotating the stirrer blades and pulling out the rod mechanism at a predetermined speed, the ground on the ground side from the high-pressure injection part is stirred and the fluid injected from the high-pressure injection part is prevented from overflowing to the ground surface. while forming a hardened body in the ground.

[実施例] 第1図は、本発明による硬化体造成方法の第1実施例で
用いられる硬化体造成装置の一例を示す正面図である。
[Example] FIG. 1 is a front view showing an example of a cured body forming apparatus used in a first embodiment of the cured body forming method according to the present invention.

この図に示す硬化体造成装置は、水・同化材供給装置1
と、ロッド駆動機構2と、ロット機構3とで概略構成さ
れ、ロッド機構3を地盤に所定の深さだけ貫入させた後
、ロッド機構3から固化材(または、藁材なと)4を所
定方向に噴射させつつ、ロッド機構3の攪拌翼5を回転
させてこれを所定の速度でtに引き上げることにより周
囲地盤の掘削および同化材4の注入を行なって地盤内に
一字形、または十字形の硬化体を造成する。
The hardened body creation device shown in this figure is water/assimilation material supply device 1.
, a rod drive mechanism 2, and a rod mechanism 3. After the rod mechanism 3 is penetrated into the ground to a predetermined depth, the solidifying material (or straw material) 4 is inserted from the rod mechanism 3 to a predetermined depth. By rotating the agitating blade 5 of the rod mechanism 3 and raising it at a predetermined speed to t while injecting it in the direction of Create a hardened body.

水・同化材供給装置1は、同化材4を貯蔵するタンク6
と、タンク6内の固化材4を汲み出すポンプ7と、ポン
プ7によって汲み出された固化材4をロット機構3に導
くホース8と、水9を貯蔵するタンク10と、タンク1
0内の水9を汲み出すポンプ11と、ポンプ11によっ
て汲み出された水9を前記ロフト機構3に導くホース1
2とを備えており、各ポンプ7.11を作動させて汲み
出した固化材4や水9をホース8.12によってロッド
機構3に供給する。
The water/assimilation material supply device 1 includes a tank 6 that stores the assimilation material 4.
, a pump 7 that pumps out the solidified material 4 in the tank 6, a hose 8 that guides the solidified material 4 pumped out by the pump 7 to the lot mechanism 3, a tank 10 that stores water 9, and a tank 1.
a pump 11 that pumps out the water 9 in the 0, and a hose 1 that guides the water 9 pumped out by the pump 11 to the loft mechanism 3.
2, and the solidifying material 4 and water 9 pumped out by operating each pump 7.11 are supplied to the rod mechanism 3 through a hose 8.12.

ロッド機構3は、第2図に示す如く円筒状に形成される
外ロッド13と、外ロッド13の先端周囲部(下端部側
)に設けられる翼を2枚以ともった攪拌翼5と、外ロッ
ド13に回転自在に挿通される棒状の内ロッド14と、
内ロッド14の先端に設けられる水噴射ノズル15と、
第3図に示す如く内ロツl” 14の先端部側面に設け
られる4つの固化材噴射ノズル16と、内ロット14の
後端(上端部側)に固定され、内ロット14の後端に対
して外ロッド13の後端(上端部flllLl)を回転
自在に支持するとともに、前記ロット駆動機構2によっ
て回転しないように支持される自転軸受17とを備えて
いる。
The rod mechanism 3 includes an outer rod 13 formed in a cylindrical shape as shown in FIG. a rod-shaped inner rod 14 rotatably inserted into the rod 13;
A water injection nozzle 15 provided at the tip of the inner rod 14;
As shown in FIG. 3, four solidifying material injection nozzles 16 are provided on the side surface of the tip of the inner rod 14, and are fixed to the rear end (upper end side) of the inner rod 14. The rotary bearing 17 rotatably supports the rear end (upper end portion flllLl) of the outer rod 13, and is supported so as not to rotate by the rod drive mechanism 2.

そして、貫入時には、前記水・同化材供給装置lから′
供給される水9を水噴射ノズル15から噴射させながら
、ロッド駆動機構2からの駆動力によって外ロッド13
を回転させて地盤中に押し込む。また引き抜き時には、
水・同化材供給装21から供給される固化材4を各固化
材噴射ノズル16から噴射させながら、ロッド駆動機構
2の駆動力によって外ロッド13を回転させて地盤中か
らゆっくり引き抜く。
Then, at the time of penetration, '
While jetting the supplied water 9 from the water jet nozzle 15, the outer rod 13 is moved by the driving force from the rod driving mechanism 2.
Rotate it and push it into the ground. Also, when pulling out,
While the solidifying material 4 supplied from the water/assimilation material supply device 21 is injected from each solidifying material injection nozzle 16, the outer rod 13 is rotated by the driving force of the rod drive mechanism 2 and slowly pulled out from the ground.

また、ロッド駆動機構2は、ロッド機構3の外ロッド1
3を回転させる回転駆動部18と、ロット機構3の外ロ
ッド13を上下方向に移動させる上下駆動部19と、軸
受17の回転を阻止しながらこれを上下方向にスライド
自在に支持するガイトリーダー20とを備え、ガイドリ
ーダー20によってロッド機構3の軸受17の回転を阻
止し、かつ内ロッド14の回転を防止した状態で外ロッ
ド13を回転させながら、ロッド機構3全体を上下させ
る。
Further, the rod drive mechanism 2 includes an outer rod 1 of the rod mechanism 3.
3, a vertical drive section 19 that moves the outer rod 13 of the rod mechanism 3 in the vertical direction, and a guide leader 20 that supports the bearing 17 so that it can slide vertically while preventing its rotation. The entire rod mechanism 3 is moved up and down while rotating the outer rod 13 with the guide leader 20 preventing the rotation of the bearing 17 of the rod mechanism 3 and the rotation of the inner rod 14.

次に、第4図(a)〜第4図(C)を参照しながらこの
実施例の硬化体造成方法を説明する。
Next, the method for producing a cured body of this example will be explained with reference to FIGS. 4(a) to 4(C).

まず、この硬化体造成装置では、ガイドリーダー20に
よって軸受17の回転を阻止して内ロット14の回転を
禁止するとともに、軸受17を上下方向にスライド自在
に支持している。
First, in this hardened body forming apparatus, the guide leader 20 prevents the rotation of the bearing 17 to inhibit the rotation of the inner rod 14, and supports the bearing 17 so as to be slidable in the vertical direction.

そして、ロッド機構3を地盤に貫入させるときには、第
4図(a)に示す如くロフト駆動機構2等を作動させて
ロッド機構3の外ロッド13を回転させてロット機構3
の先端部側から地盤中に押し込む。なお、この場合、必
要に応じて水・同化材供給装置1を作動させ、内ロッド
14の水噴射ノズル15もしくは固化材噴射ノズル16
から水9もしくは同化材4を噴射させなからロット機構
3を地盤中に押し込むようtこしてもよい。
When the rod mechanism 3 penetrates into the ground, the loft drive mechanism 2 and the like are operated to rotate the outer rod 13 of the rod mechanism 3 as shown in FIG. 4(a).
Push it into the ground from the tip side. In this case, the water/assimilation material supply device 1 is operated as necessary, and the water injection nozzle 15 or the solidification material injection nozzle 16 of the inner rod 14 is activated.
The rot mechanism 3 may be pushed into the ground without injecting the water 9 or the assimilating material 4.

この後、第4図(b)に示す如くロット機構3の先端部
が地盤中に所定の深さまで押し込まれたことを確認する
Thereafter, as shown in FIG. 4(b), it is confirmed that the tip of the rod mechanism 3 has been pushed into the ground to a predetermined depth.

次いで、第4図(b)、  (c)に示す如く水・同化
材供給装置1やロッド駆動機構2等を作動させて、2つ
もしくは4つの同化材1111射ノズル16から固化材
4を噴射させるとともに、ロッド機構3の外ロッド13
を回転させながら、所定の速度でこれをゆっくりと引き
抜いて周囲地盤の掘削および固化材4の注入を行なう。
Next, as shown in FIGS. 4(b) and 4(c), the water/assimilation material supply device 1, rod drive mechanism 2, etc. are operated to inject the solidification material 4 from the two or four assimilation material 111 injection nozzles 16. At the same time, the outer rod 13 of the rod mechanism 3
While rotating, it is slowly pulled out at a predetermined speed to excavate the surrounding ground and inject the solidifying material 4.

この場合、2つの固化付噴射ノズル16から固化材4を
噴射させたときには、第5図に示す如く攪拌翼5に対応
した直径の円柱状硬化体23と、固化付噴射ノズル16
から噴射された同化材4の到達距離に応した壁状の硬化
体21とからなる一字形硬化体22を単位として造成さ
れる。また4つの固化材噴射ノズル16から固化材4を
噴射させたときには、第6図に示す如く攪拌翼5に対応
した直径の円柱状硬化体23と、固化材噴射ノズル16
から噴射された同化材4の到達距離に応じた直交する2
つの壁状硬化体24とからなる十字形硬化体25を単位
として造成される。
In this case, when the solidifying material 4 is injected from the two solidifying injection nozzles 16, as shown in FIG.
It is constructed in units of linear-shaped hardened bodies 22, each consisting of a wall-shaped hardened body 21 corresponding to the reaching distance of the assimilated material 4 injected from the wall. Further, when the solidifying material 4 is injected from the four solidifying material injection nozzles 16, as shown in FIG.
2 orthogonal according to the reach distance of the assimilated material 4 injected from
A cross-shaped hardened body 25 consisting of one wall-shaped hardened body 24 is constructed as a unit.

またこのとき、外ロッF’ 13を回転させて攪拌翼5
により各固化付噴射ノズル16の上部例にある地盤を攪
拌しているので、固化付噴射ノズル16による噴射掘削
が行い易くなるとともに、各固化材噴射ノズル16から
噴射される同化材4が地表側に溢れ出ることを抑制され
てこれを攪拌した円柱状硬化体23として形成される。
At this time, the outer rod F' 13 is rotated to rotate the stirring blade 5.
Since the ground in the upper part of each solidification injection nozzle 16 is stirred by the solidification injection nozzle 16, the injection excavation by the solidification injection nozzle 16 is facilitated, and the assimilated material 4 injected from each solidification material injection nozzle 16 is on the ground surface side. A cylindrical hardened body 23 is formed by stirring this while suppressing overflow.

このように、この実施例においては、攪拌翼5を回転さ
せて同化材4が地表に溢れ出るのを防止しながら固化材
噴射ノズル16から固化材4を噴射させて周囲地盤の掘
削および同化材4の注入を行なうようにしたので、固化
材噴射ノズル16から噴射した固化材4が無駄になるこ
とがなくなり、地表に溢れ出る固化材等の処理を不要に
して施工コストを低減できる。
As described above, in this embodiment, the solidifying material 4 is injected from the solidifying material injection nozzle 16 while rotating the stirring blade 5 to prevent the assimilated material 4 from overflowing to the ground surface, thereby excavating the surrounding ground and preventing the assimilated material 4 from overflowing to the ground surface. 4 is injected, the solidifying material 4 injected from the solidifying material injection nozzle 16 is not wasted, making it unnecessary to dispose of the solidifying material etc. overflowing onto the ground surface, thereby reducing construction costs.

しかも、硬化体22.25として一字形や十字形に形成
しているので、従来の円柱形に対して所定形状を確保す
るための噴射量を少なくでき、また固化材噴射ノズル1
6を固定して定まった方向に噴射掘削することによって
も同化材4が地表へ溢れ難くなるとともに、従来の円柱
形と同等な改良効果を確保できる。
Moreover, since the hardened material 22.25 is formed into a linear or cross shape, it is possible to reduce the amount of injection required to secure a predetermined shape compared to the conventional cylindrical shape, and the hardening material injection nozzle 1
By fixing 6 and injecting and excavating in a fixed direction, the assimilated material 4 is less likely to overflow to the ground surface, and the same improvement effect as the conventional cylindrical shape can be ensured.

第7図は、本発明による硬化体造成方法の第2実施例で
用いられろ硬化体造成装置の一例を示す正面図である。
FIG. 7 is a front view showing an example of a cured body forming apparatus used in the second embodiment of the cured body forming method according to the present invention.

なお、この図において、第1図の各部と対応する部分に
は同じ符号が付しである。
In this figure, parts corresponding to those in FIG. 1 are given the same reference numerals.

この図に示す硬化体造成装置が第1図に示す装置と異な
る点は、水・同化材供給装置1部分に水や空気等の流体
30を貯蔵するタンク31と、タンク31内の流体30
を取り出す取出部32と、取出部32によって取り出さ
れた流体3oをロッド機構3に導くホース33とを設け
るとともに、第8図および第9図に示す如く各固化材噴
射ノズル16の少し上に流体噴射ノズル26を各々設け
、各固化材噴射ノズル16から固化材4を噴射するとき
、各流体噴射ノズル26から水や空気等の流体30を高
圧で噴射させるようにしたことである。
The hardened body forming apparatus shown in this figure is different from the apparatus shown in FIG.
A take-out part 32 for taking out the fluid 3o and a hose 33 for guiding the fluid 3o taken out by the take-out part 32 to the rod mechanism 3 are provided. Each of the injection nozzles 26 is provided, and when the solidification material 4 is injected from each solidification material injection nozzle 16, a fluid 30 such as water or air is injected from each fluid injection nozzle 26 at high pressure.

したがって、第10図に示す如くUット機構3を引き抜
きながら硬化体22や硬化体25を造成するとき、流体
噴射ノズル26から水や空気等の流体30を噴射させて
周囲地盤中の一部に空洞を予め作り、これによって固化
材噴射ノズル16から噴射される同化材4をより遠くま
で飛ばし易くなり、所定距離まで掘削するために必要と
する無駄な固化材を少なくでき、所定の硬化体22や硬
化体25を設計通り造成することができる。
Therefore, when creating the hardened body 22 or 25 while pulling out the Ut mechanism 3 as shown in FIG. By making a cavity in advance, it becomes easier for the assimilated material 4 injected from the solidified material injection nozzle 16 to fly farther, reducing the amount of wasteful solidified material required for excavating to a predetermined distance, and making it possible to reach a predetermined hardened material. 22 and the cured body 25 can be created as designed.

このように、この実施例においては、上述した実施例と
同様に固化材噴射ノズル16から噴射した固化材4が無
駄になるのを防ぎ、これによって地表に溢れ出た同化材
等の処理を不要にして施工コストを低減できることに加
えて、ロッド機構3の引き抜き速度を早くして工期の短
縮化を図ることができる。
In this way, in this embodiment, similarly to the above-mentioned embodiment, the solidification material 4 injected from the solidification material injection nozzle 16 is prevented from being wasted, thereby eliminating the need to dispose of assimilated material etc. overflowing to the ground surface. In addition to being able to reduce construction costs, it is also possible to increase the speed at which the rod mechanism 3 is pulled out, thereby shortening the construction period.

第1111Jは、本発明による硬化体造成方法の第3実
施例で用いられる硬化体造成装置の一例を示す正面図で
ある。なお、この図において、第1図の各部と対応する
部分には同じ符号が付しである。
No. 1111J is a front view showing an example of a cured body forming apparatus used in the third embodiment of the cured body forming method according to the present invention. In this figure, parts corresponding to those in FIG. 1 are given the same reference numerals.

この図に示す硬化体造成装置が第1図に示す装置と異な
る点は、ロフト機構3に代えてロット機構3bを用いる
ようにしたことである。
The hardened body forming apparatus shown in this figure differs from the apparatus shown in FIG. 1 in that a loft mechanism 3b is used instead of the loft mechanism 3.

ロット機構3bは、第12図および第13図に示す如く
円筒状に形成されその下端外周部に2つの切欠部34を
形成した外ロッド35と、外ロッド35の下端外周部(
先端部!1)に形成される2枚の攪拌質36と、外ロッ
ド35に回転自在に挿通される棒状の内ロット37と、
内ロッド37の下端外周部側に設けられる空洞形成質3
8と、内ロッド37の先端部に設けられる水噴射ノズル
39と、内ロッド37の各空洞形成質38の少し先端部
側に設けられる2つの固化材噴射ノズル40と、内ロッ
ド37の上端部分に設けられる軸受部41とを備えてい
る。なお、水噴射ノズル39は省略してもよい。
As shown in FIGS. 12 and 13, the rod mechanism 3b includes an outer rod 35, which is formed into a cylindrical shape and has two notches 34 formed at its lower end outer circumference, and a lower end outer circumference (
Tip! 1), two stirring bodies 36 formed in 1), a rod-shaped inner rod 37 rotatably inserted into the outer rod 35,
Cavity forming material 3 provided on the outer peripheral side of the lower end of the inner rod 37
8, a water injection nozzle 39 provided at the tip of the inner rod 37, two solidifying material injection nozzles 40 provided slightly toward the tip of each cavity forming material 38 of the inner rod 37, and an upper end portion of the inner rod 37. A bearing part 41 provided in the bearing part 41 is provided. Note that the water injection nozzle 39 may be omitted.

軸受部41は、ロッド駆動機構2のガイドリーダー20
によって上下方向にスライド自在に保持される国体と、
この国体内に設けられる回転軸機構、スライド機構、ロ
ック機構とを備えており、前記スライド機構により内ロ
ッド37を一ヒ下方向に所定距離だけスライド自在に、
また回転軸機構によって外ロッド35を回転自在に保持
している。
The bearing portion 41 is connected to the guide leader 20 of the rod drive mechanism 2.
The national polity is held so that it can slide vertically,
It is equipped with a rotating shaft mechanism, a sliding mechanism, and a locking mechanism provided in this domestic body, and the inner rod 37 can be slid downward by a predetermined distance by the sliding mechanism,
Further, the outer rod 35 is rotatably held by a rotating shaft mechanism.

そして、ロフト機構3bを地盤に貫入させるときには、
内ロット37を回転自在にする。
When the loft mechanism 3b penetrates into the ground,
The inner lot 37 is made rotatable.

これによって、ロフト機構3bが地盤に貫入されるとき
の抵抗により、内ロッド37が上方に押されて第12図
に示す如く内ロッド37に形成された各空洞形成質38
が外ロット35に形成された各切欠部34に各々嵌入し
て外ロッド35が回転駆動されたときには、これに応し
て空洞形成質38が回転する。
As a result, the inner rod 37 is pushed upward due to the resistance when the loft mechanism 3b penetrates into the ground, and each cavity forming material 38 formed in the inner rod 37 as shown in FIG.
When the outer rods 35 are fitted into the notches 34 formed in the outer rods 35 and rotated, the cavity forming material 38 rotates accordingly.

また、ロッド機構3bを地盤から引き抜くときには、内
ロッド37をロックしてこれが回転するのを禁止する。
Furthermore, when pulling out the rod mechanism 3b from the ground, the inner rod 37 is locked to prevent it from rotating.

これによって、ロッド機構3bの外ロッド35が上に持
ち上げられたたとき、地盤の抵抗により各空洞形成質3
8が下側に押されて第14図に示す如く各切欠部34か
ら各空洞形成質38が外れ、外ロッド35が回転しても
各空洞形成質38は一定の方向を向いた状態に保たれる
As a result, when the outer rod 35 of the rod mechanism 3b is lifted upward, each cavity-forming material 3
8 is pushed downward, and each cavity-forming material 38 is removed from each notch 34 as shown in FIG. dripping

次に、第15[!I(a)〜第15図(c)を参照しな
がらこの実施例の硬化体造成方法を説明する。
Next, the 15th [! The method for producing a cured body of this example will be explained with reference to I(a) to FIG. 15(c).

先ず、ロッド機構3bを地盤に貫入させるときには、軸
受部41を作動させて内ロッド37のロックを解除した
後、第15図(a)に示す如くロット駆動機構2等を作
動させてロット機構3bの外ロット35を回転させてロ
ッド機構3bの先端を地盤中に押し込む。なお、この場
合、必要に応じて水・同化材供給装置1を作動させ、内
ロット37の水噴射ノズル39もしくは固化材噴射ノズ
ル40から水9もしくは同化材4を噴射させなからロッ
ド機構3bを地盤中に押し込むようにしてもよい。
First, when the rod mechanism 3b is to penetrate into the ground, the bearing part 41 is operated to unlock the inner rod 37, and then the rod drive mechanism 2 and the like are operated as shown in FIG. 15(a) to move the rod mechanism 3b. The outer rod 35 is rotated to push the tip of the rod mechanism 3b into the ground. In this case, the water/assimilation material supply device 1 is operated as necessary, and the rod mechanism 3b is not injected from the water injection nozzle 39 or the solidification material injection nozzle 40 of the inner lot 37. It may also be pushed into the ground.

これによって、外ロッド35の各切欠部34に各空洞形
成質38が嵌入し、外ロッド35の回転に伴って各攪拌
翼35ど各空洞形成′R38とが同じ方向に回転してこ
れら空洞形成質38および攪拌翼36により地盤がほぐ
される。
As a result, each cavity forming material 38 fits into each notch 34 of the outer rod 35, and as the outer rod 35 rotates, each stirring blade 35 and each cavity forming 'R38 rotate in the same direction to form these cavities. The ground is loosened by the soil 38 and stirring blades 36.

次いで、第15図(b)に示す如くロフト機構3bの先
端部が地盤中に所定の深さまで押し込んだとき、ロッド
機構3bの押し込みを停止させる。
Next, as shown in FIG. 15(b), when the tip of the loft mechanism 3b is pushed into the ground to a predetermined depth, the pushing of the rod mechanism 3b is stopped.

そして、内ロッド37の同化付噴射ノズル4゜が所定の
方向を向いたとき、ロッド駆動機構2の作動を停止して
外ロッド35の回転を停止させる。
Then, when the injection nozzle 4° with assimilation of the inner rod 37 faces in a predetermined direction, the operation of the rod drive mechanism 2 is stopped and the rotation of the outer rod 35 is stopped.

次いで、ロット駆動機構2を作動させて外ロッド35を
上方に持ち上げて外ロッド35に形成された切欠部34
から空洞形成N3Bを外した後、軸受部41を作動させ
て内ロッド37をロックさせる。
Next, the rod drive mechanism 2 is operated to lift the outer rod 35 upward, and the notch 34 formed in the outer rod 35 is removed.
After removing the cavity forming N3B, the bearing part 41 is operated to lock the inner rod 37.

この後、第15図(c)に示す如く水・同化材供給装置
lやロッド駆動機構2等を作動させて2つ、の固化材噴
射ノズル40から固化材4を噴射させるとともに、ロッ
ド機構3bの外ロッド35を回転させながら、所定の速
度でこれをゆっくりと引き抜いて周囲地盤の掘削および
固化材4の注入を行なう。
After that, as shown in FIG. 15(c), the water/assimilation material supply device 1, the rod drive mechanism 2, etc. are operated to inject the solidification material 4 from the two solidification material injection nozzles 40, and the rod mechanism 3b While rotating the outer rod 35, it is slowly pulled out at a predetermined speed to excavate the surrounding ground and inject the solidification material 4.

この場合、外ロッド35を回転させて攪拌質36により
地盤を攪拌し、さらに空洞形成質38により周囲地盤に
空洞を形成しながら内ロッド37の各固化材噴射ノズル
40から定まった方向に固化材4を噴射しているので、
各固化材噴射ノズル40から噴射される同化材4はより
遠くに飛んで周囲地盤を効果的に掘削しながら、周囲地
盤中に注入して一字形形硬化体22として造成される。
In this case, the outer rod 35 is rotated and the ground is stirred by the stirring material 36, and the solidifying material is sprayed in a fixed direction from each solidifying material injection nozzle 40 of the inner rod 37 while forming a cavity in the surrounding ground by the cavity forming material 38. Since we are injecting 4,
The assimilated material 4 injected from each solidifying material injection nozzle 40 flies farther and effectively excavates the surrounding ground, and is injected into the surrounding ground to form a single-shaped hardened body 22.

また、外ロッド35を回転させて攪拌質36により各固
化材噴射ノズル40の1部側にある地盤を攪拌している
ので、各同化付噴射ノズル40から噴射される固化材4
は地表側に溢れ出るのをとらへられて攪拌される結果、
地表側へ溢れ出ることが抑制される。
In addition, since the outer rod 35 is rotated and the agitation material 36 is used to stir the ground on the one side of each solidification material injection nozzle 40, the solidification material 4 injected from each assimilation injection nozzle 40
As a result of being prevented from overflowing to the surface and being stirred,
Overflowing to the ground surface is suppressed.

このように、この実施例においては、ロッド機構3bを
地盤に貫入させるとき、外ロッド35に形成された切欠
部34に空洞形成質38を嵌入させて、外ロッド35に
設けられた攪拌質36と内ロッド37に設けられた空洞
形成質38とにより地盤をほぐしながらロッド機構3b
の先端部を地盤に貫入するようにしているので、地盤に
ロット機構3bを貫入させるときの抵抗を小さくするこ
とできる。
In this embodiment, when the rod mechanism 3b is penetrated into the ground, the cavity forming material 38 is fitted into the notch 34 formed in the outer rod 35, and the stirring material 36 provided in the outer rod 35 is inserted into the notch 34 formed in the outer rod 35. The rod mechanism 3b loosens the ground using the hollow forming material 38 provided in the inner rod 37.
Since the tip of the rod mechanism 3b penetrates into the ground, the resistance when the rod mechanism 3b penetrates into the ground can be reduced.

さらに、この実施例においては、ロット機構3bを地盤
から引き抜くとき、外ロッド35に形成された切欠部3
4から空洞形成質38を外すとともに、内ロッド37に
形成された同化付噴射ノズル40を所定の方向に向けて
これをロックさせるようにしているので、空洞形成質3
8によって周囲地盤中の一部に空洞を作り、固化材噴射
ノズル40から噴射される同化材をより遠くまで飛ばす
ことができ、これによって掘削に要する固化材噴射量を
少なくして所定部分まで同化材4を到達させることがで
きる。
Furthermore, in this embodiment, when pulling out the rod mechanism 3b from the ground, the notch 3 formed in the outer rod 35
At the same time, the injection nozzle 40 with assimilation formed on the inner rod 37 is directed in a predetermined direction and locked.
8, a cavity is created in a part of the surrounding ground, and the assimilated material injected from the solidifying material injection nozzle 40 can be thrown farther, thereby reducing the amount of solidifying material injection required for excavation and assimilating it to a predetermined part. material 4 can be reached.

またこのとき、攪拌翼36を回転させて同化材4が地表
に溢れ出るのを防止しながら同化付噴射ノズル40から
固化材4を噴射させて周囲地盤の掘削および固化材4の
注入を行なうようにしているので、同化付噴射ノズル4
0から噴射した同化材4が無駄になるのを防止すること
ができるとともに、地表に溢れ出る固化材等の処理を不
要にして施工コストを低減できる。
At this time, the stirring blade 36 is rotated to prevent the assimilated material 4 from overflowing to the ground surface, and the solidified material 4 is injected from the assimilated injection nozzle 40 to excavate the surrounding ground and inject the solidified material 4. Since the injection nozzle with assimilation 4
It is possible to prevent the assimilated material 4 injected from zero from being wasted, and it is also possible to reduce construction costs by eliminating the need to treat solidified material etc. that overflow onto the ground surface.

また、この実施例においては、2枚の空洞形成質38と
、2つの同化付噴射ノズル40とにょって地盤の開削お
よび固化材4の注入を行なうようにしているが、空洞形
成jE3Bの数を4枚にするとともに、同化付噴射ノズ
ル40の数を4個にして十字形硬化体25を造成するよ
うにしてもよい。
In addition, in this embodiment, excavation of the ground and injection of the solidifying material 4 are performed using two cavity forming materials 38 and two injection nozzles 40 with assimilation. The cruciform hardened body 25 may be created by using four assimilation injection nozzles 40 and four assimilation injection nozzles 40.

また、上述した各実施例においては、同化付噴射ノズル
16.40から液体状の同化材4を噴射させるようにし
ているが、地盤を固化させる流体であれば、水などの液
体やセメント等の粉末、ガス等の気体、これらの混合物
を噴射させるようにしてもよい。
Furthermore, in each of the embodiments described above, the liquid assimilation material 4 is injected from the assimilation injection nozzle 16.40, but if it is a fluid that solidifies the ground, it may be a liquid such as water or cement. A powder, a gas such as a gas, or a mixture thereof may be injected.

また、上述した実施例においては、地盤からロッド機構
3.3bを引き抜くとき、内ロッド14.37の回転を
禁止して−7形硬化体22や十字形硬化体25を形成す
るようにしているが、地盤からロット機構3.3bを引
き抜くとき外ロット13.35とともに、内ロッド14
.37を回転させて径の大きい円柱状の硬化体を形成す
るようにしてもよい。
Further, in the above embodiment, when the rod mechanism 3.3b is pulled out from the ground, the rotation of the inner rod 14.37 is prohibited to form the -7 shaped hardened body 22 or the cross shaped hardened body 25. However, when pulling out the rod mechanism 3.3b from the ground, the inner rod 14 along with the outer rod 13.35
.. 37 may be rotated to form a cylindrical hardened body with a large diameter.

そしてこの場合、内ロッド14.37に形成された同化
付噴射ノズル16.40の間に流体噴射ノズルを形成し
、これらの各流体噴射ノズルから水や空気等の流体を高
圧噴射させて地盤に空洞を形成し固化材噴射ノズル16
.4oがら噴射される固化材4をより遠くまで飛ばすよ
うにしてもよい。
In this case, a fluid injection nozzle is formed between the assimilation injection nozzles 16.40 formed on the inner rod 14.37, and fluid such as water or air is injected at high pressure from each of these fluid injection nozzles to the ground. Solidifying material injection nozzle 16 forming a cavity
.. The solidifying material 4 that is injected at the same time may be made to fly further.

[発明の効果] 以上説明したように、本発明の硬化体造成方法によれば
、地盤中に噴射した固化材等が地表に溢れ出ないように
して固化材等の無駄を無くすことができるとともに、地
表に溢れ出た同化材等の処理を不要にして施工コストを
低減させることができる。
[Effects of the Invention] As explained above, according to the method for creating a hardened body of the present invention, it is possible to prevent the solidifying material, etc. injected into the ground from overflowing to the ground surface, thereby eliminating waste of the solidifying material, etc. , construction costs can be reduced by eliminating the need to treat assimilated materials that overflow onto the ground surface.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明による硬化体造成方法の第1実施例で用
いられる硬化体造成装置の一例を示す正面図、第2図は
第1図に示すロット機構の先端部分を示す一部裁断正面
図、第3図は第1図に示すロット機構の先端部分を示す
底面図、第4図(a)〜(c)は各々第1図に示す硬化
体造成装置を用いた造成例を示す模式図、第5図は造成
される硬化体の一例を示す模式図、第6図は造成される
硬化体の他の一例を示す模式図、第7図は本発明による
硬化体造成方法の第2実施例で用いられる硬化体造成装
置の一例を示す正面図、第8図は第7図に示すロッド機
構の先端部分を示す一部裁断正面図、第9図は第7図に
示すaラド機構の先端部分を示す底面図、第10図は第
7図に示す硬化体造成装置を用いた造成例を示す模式図
、第11図は本発明による硬化体造成方法の第3実施例
で用いられる硬化体造成装置の一例を示す正面図、第1
2図は第11図に示すロッド機構の先端部分を示す一部
裁断正面図、第13図は第】1図に示すロッド機構の先
端部分を示す底面図、第14図は第11図に示すロッド
機構の先端部分の作動例を示す正面図、第15図(a)
〜(c)は各々第11図に示す硬化体造成装置を用いた
造成例を示す模式図、第16図は従来から知られている
掘削装置の一例を示す正面図である。 1・・・・・・水・同化材供給装置 2・・・・・・ロッド駆動機構 3 ・ 中 4 ・ ・ 5 ・ ・ 16 ・ 22拳 25 φ ・ロット機構 ・流体(同化材) ・ tgt 1竿に〔 ・高圧噴射部(固化材噴射ノズル) −字形硬化体 十字形硬化体
FIG. 1 is a front view showing an example of a cured body forming apparatus used in the first embodiment of the cured body forming method according to the present invention, and FIG. 2 is a partially cut-away front view showing the tip of the rod mechanism shown in FIG. Figure 3 is a bottom view showing the tip of the rod mechanism shown in Figure 1, and Figures 4 (a) to (c) are schematic diagrams showing examples of formation using the hardened body creation apparatus shown in Figure 1. 5 is a schematic diagram showing an example of a cured body to be produced, FIG. 6 is a schematic diagram showing another example of a cured body to be produced, and FIG. 7 is a second diagram of the method for producing a cured body according to the present invention. A front view showing an example of the hardened body forming apparatus used in the examples, FIG. 8 is a partially cutaway front view showing the tip of the rod mechanism shown in FIG. 7, and FIG. 9 is a front view showing the a-rad mechanism shown in FIG. 7. FIG. 10 is a schematic diagram showing an example of forming a cured body using the apparatus for producing a cured body shown in FIG. Front view showing an example of a cured body forming apparatus, first
Figure 2 is a partially cutaway front view showing the tip of the rod mechanism shown in Figure 11, Figure 13 is a bottom view of the tip of the rod mechanism shown in Figure 1, and Figure 14 is shown in Figure 11. Front view showing an example of operation of the tip of the rod mechanism, FIG. 15(a)
-(c) are schematic diagrams showing examples of construction using the hardened body construction apparatus shown in FIG. 11, and FIG. 16 is a front view showing an example of a conventionally known excavation equipment. 1...Water/assimilation material supply device 2...Rod drive mechanism 3 ・ Medium 4 ・ ・ 5 ・ ・ 16 ・ 22 fists 25 φ ・ Lot mechanism ・ Fluid (assimilation material) ・ TGT 1 On the rod [ ・High-pressure injection part (solidifying material injection nozzle) - shaped hardened body cross-shaped hardened body

Claims (1)

【特許請求の範囲】[Claims] (1)ロッド機構を地盤に貫入するとともに、所定の流
体を噴射して地盤中に硬化体を形成する硬化体造成方法
において、ロッド機構が地盤に貫入された状態でその先
端側部に設けられた高圧噴射部から前記流体を所定方向
へ噴射して、先端部周囲の地盤を掘削しながら前記高圧
噴射部の少し上に設けられた攪拌翼を回転させつつ前記
ロッド機構を所定の速度で引き抜いて地盤中に硬化体を
形成することを特徴とする硬化体造成方法。
(1) In a hardened body construction method in which a rod mechanism is penetrated into the ground and a predetermined fluid is injected to form a hardened body in the ground, the rod mechanism is installed on the side of the tip while it is penetrated into the ground. The rod mechanism is pulled out at a predetermined speed by injecting the fluid in a predetermined direction from a high-pressure injection part, and while excavating the ground around the tip, rotating a stirring blade installed slightly above the high-pressure injection part. A method for creating a hardened body, characterized by forming a hardened body in the ground.
JP18691890A 1990-07-14 1990-07-14 Cured body preparation method Expired - Fee Related JP2879597B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18691890A JP2879597B2 (en) 1990-07-14 1990-07-14 Cured body preparation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18691890A JP2879597B2 (en) 1990-07-14 1990-07-14 Cured body preparation method

Publications (2)

Publication Number Publication Date
JPH0473315A true JPH0473315A (en) 1992-03-09
JP2879597B2 JP2879597B2 (en) 1999-04-05

Family

ID=16196976

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18691890A Expired - Fee Related JP2879597B2 (en) 1990-07-14 1990-07-14 Cured body preparation method

Country Status (1)

Country Link
JP (1) JP2879597B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633452A (en) * 1992-07-20 1994-02-08 Nit Co Ltd Ground stabilized layer formation
JP2013147805A (en) * 2012-01-17 2013-08-01 Ohbayashi Corp Method and structure for countermeasure against liquefaction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633452A (en) * 1992-07-20 1994-02-08 Nit Co Ltd Ground stabilized layer formation
JP2013147805A (en) * 2012-01-17 2013-08-01 Ohbayashi Corp Method and structure for countermeasure against liquefaction

Also Published As

Publication number Publication date
JP2879597B2 (en) 1999-04-05

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