JP2003301450A - Soil improving apparatus - Google Patents

Soil improving apparatus

Info

Publication number
JP2003301450A
JP2003301450A JP2002108289A JP2002108289A JP2003301450A JP 2003301450 A JP2003301450 A JP 2003301450A JP 2002108289 A JP2002108289 A JP 2002108289A JP 2002108289 A JP2002108289 A JP 2002108289A JP 2003301450 A JP2003301450 A JP 2003301450A
Authority
JP
Japan
Prior art keywords
hollow motor
shaft
hollow
blade
rotary shaft
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
JP2002108289A
Other languages
Japanese (ja)
Other versions
JP3924191B2 (en
Inventor
Kurao Suzuki
庫雄 鈴木
Masao Arai
政男 荒井
Makoto Takegawa
良 武川
Makoto Yamashita
誠 山下
Kenichi Endo
堅一 遠藤
Koichi Sogo
浩一 十河
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.)
LIGHT KOGYO KK
Taisei Corp
Seiwa Kiko KK
Tone KK
Original Assignee
LIGHT KOGYO KK
Taisei Corp
Seiwa Kiko KK
Tone KK
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 LIGHT KOGYO KK, Taisei Corp, Seiwa Kiko KK, Tone KK filed Critical LIGHT KOGYO KK
Priority to JP2002108289A priority Critical patent/JP3924191B2/en
Publication of JP2003301450A publication Critical patent/JP2003301450A/en
Application granted granted Critical
Publication of JP3924191B2 publication Critical patent/JP3924191B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a soil improving apparatus which can reduce manufacturing costs and can enhance efficiency of execution of work, because an increase in the strength of the whole apparatus is made unnecessary and the constitution of the whole apparatus is simplified. <P>SOLUTION: This soil improving apparatus 1, in which soil is improved by excavating an excavated groove 9 by means of a rotary drive part (rotary means) 10 which is provided at a lower end of an ascending/descending device 4 ascendable/descendable along a guide rail 2 supported on a base machine 3, is characterized a follows: the drive part 10 is equipped with an upper hollow motor (first hollow motor) 30, an inner shaft (first rotating shaft) 13 which is coupled to the hollow motor 30, a lower hollow motor (second hollow motor) 40, and an outer shaft (second rotating shaft) 14 which is coupled to the hollow motor 40; the respective hollow motors 30 and 40 are provided so as to be vertically aligned in a row; the inner shaft 13 is internally inserted into the outer shaft 14; and the inner shaft 13 and the outer shaft 14 are constituted so as to be rotatable in mutually opposite directions. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、掘削溝を掘削し、
その掘削溝内の地盤を改良する地盤改良装置に関する。
TECHNICAL FIELD The present invention relates to excavating a trench,
The present invention relates to a ground improvement device for improving the ground in the excavation trench.

【0002】[0002]

【従来の技術】従来、掘削溝を掘削し、その掘削土砂に
固化剤等の地盤改良剤を注入して掘削溝内で攪拌するこ
とにより地盤を改良する地盤改良装置の例としては、図
4に示すように、互いに反対方向で鉛直軸周りに回転可
能な2本の軸51,51を、地上に設置されたベースマ
シン(図示せず)により支持し、この2本の軸51,5
1の各下端部に設置された掘削刃52により掘削溝9を
掘削するとともに、掘削刃52の上方に取り付けられた
攪拌翼53,53により掘削土砂を攪拌する地盤改良装
置50が存在している。この構成では、各軸51,51
に取り付けられた攪拌翼53,53が互いに反対方向で
鉛直軸周りに回転するため、各攪拌翼53,53間の剪
断効果により掘削土砂を効率良く攪拌することができ
る。
2. Description of the Related Art Conventionally, as an example of a ground improvement apparatus for improving the ground by excavating an excavation trench, injecting a soil improvement agent such as a solidifying agent into the excavated soil and agitating in the excavation trench, FIG. As shown in FIG. 2, two shafts 51, 51 rotatable in opposite directions to each other about a vertical axis are supported by a base machine (not shown) installed on the ground, and the two shafts 51, 5 are
There is a ground improvement device 50 for excavating the excavation groove 9 by the excavation blades 52 installed at the lower end portions of the No. 1 and stirring the excavated soil by the stirring blades 53, 53 mounted above the excavation blade 52. . In this configuration, each shaft 51, 51
Since the stirring blades 53, 53 attached to the rotor rotate in the opposite directions around the vertical axis, the excavated soil can be efficiently stirred by the shearing effect between the stirring blades 53, 53.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記従
来の地盤改良装置50では、以下の問題が存在してい
る。2本の軸51,51を回転させるには、各軸51,
51ごとにモータを設置するか、図4に示すように、1
基のモータ54で2本の軸51,51を回転可能な歯車
機構55を設置する必要がある。このとき、歯車機構5
5又はモータ(以下、「歯車機構等」という)には、各
軸51,51の回転反力が作用するため、歯車機構55
等を強固に固定する必要があり、通常、歯車機構55等
をベースマシンに直接固定して強度を確保している。こ
れにより、歯車機構55等と掘削刃52とを連結してい
る軸51,51が長くなってしまうため、各軸51,5
1の剛性を高めることにより、施工時の攪拌翼53及び
掘削刃52を安定させている。
However, the conventional ground improvement device 50 has the following problems. To rotate the two shafts 51, 51, each shaft 51,
Install a motor for each 51 or 1 as shown in FIG.
It is necessary to install a gear mechanism 55 capable of rotating the two shafts 51, 51 by the base motor 54. At this time, the gear mechanism 5
5 or a motor (hereinafter, referred to as “gear mechanism or the like”) acts on the gear mechanism 55 because the rotational reaction force of each shaft 51, 51 acts.
It is necessary to firmly fix the gears, etc., and normally, the gear mechanism 55 and the like are directly fixed to the base machine to secure the strength. As a result, the shafts 51, 51 connecting the gear mechanism 55 and the like to the excavating blade 52 become long, so that the respective shafts 51, 5
By increasing the rigidity of No. 1, the stirring blade 53 and the excavating blade 52 during construction are stabilized.

【0004】したがって、従来の地盤改良装置50で
は、各軸51,51を回転させるための歯車機構55等
を強固に固定する必要があるとともに、高剛性化された
各軸51の重量が増加するため、装置50全体の強度を
高める必要があり、製作費用が増加してしまうという問
題が存在している。また、掘削溝9の深さに対応して軸
51を継ぎ足す際に、軸51の剛性を低下させないよう
にするため、軸51同士を強固に接続するとともに、接
続間隔を小さくする必要があり、施工効率が低下してし
まうという問題が存在している。
Therefore, in the conventional ground improvement device 50, it is necessary to firmly fix the gear mechanism 55 and the like for rotating the shafts 51, 51, and the weight of each shaft 51 having high rigidity increases. Therefore, it is necessary to increase the strength of the entire device 50, and there is a problem that the manufacturing cost increases. Further, in order to prevent the rigidity of the shaft 51 from being lowered when the shaft 51 is replenished corresponding to the depth of the excavation groove 9, it is necessary to firmly connect the shafts 51 to each other and reduce the connection interval. However, there is a problem that the construction efficiency is reduced.

【0005】そこで、本発明は、前記問題を解決するた
めになされたものであり、装置全体の強度を高める必要
がなく、装置全体の構成が簡素化されているため、製作
費用を低減することができるとともに、施工効率を高め
ることができる地盤改良装置を提供することを課題とし
ている。
Therefore, the present invention has been made in order to solve the above problems, and it is not necessary to increase the strength of the entire apparatus, and the structure of the entire apparatus is simplified, so that the manufacturing cost can be reduced. It is an object of the present invention to provide a ground improvement device that can improve the construction efficiency as well as the construction.

【0006】[0006]

【課題を解決するための手段】本発明は、前記課題を解
決すべく構成されるものであり、請求項1に記載の発明
は、ベースマシンと、ベースマシンに支持されているガ
イドレールと、ガイドレールに沿って昇降可能である昇
降装置と、昇降装置の下端部に設けられている回転手段
とを備え、回転手段により、掘削溝を掘削し、掘削溝内
の地盤を改良する地盤改良装置であって、回転手段は、
第1貫通孔を有する第1中空モータと、第1貫通孔内に
おいて、第1中空モータの出力部と連結されている中空
の第1回転軸と、第2貫通孔を有する第2中空モータ
と、第2貫通孔内において、第2中空モータの出力部と
連結されている中空の第2回転軸とを備え、第1中空モ
ータと第2中空モータは上下方向に列設されており、第
1回転軸は、第2回転軸の中空部に内挿され、かつ、第
1回転軸と第2回転軸は互いに反対方向で回転可能に構
成されていることを特徴としている。
The present invention is configured to solve the above problems, and the invention according to claim 1 is a base machine, and a guide rail supported by the base machine. A ground improvement device that includes an elevating device that can be moved up and down along a guide rail, and a rotating unit that is provided at a lower end of the elevating device, excavates an excavation groove by the rotating unit, and improves the ground in the excavation groove. And the rotating means is
A first hollow motor having a first through hole, a hollow first rotating shaft connected to the output portion of the first hollow motor in the first through hole, and a second hollow motor having a second through hole A hollow second rotating shaft connected to the output portion of the second hollow motor in the second through hole, wherein the first hollow motor and the second hollow motor are arranged in a row in the vertical direction, The first rotary shaft is inserted in the hollow portion of the second rotary shaft, and the first rotary shaft and the second rotary shaft are configured to be rotatable in mutually opposite directions.

【0007】ここで、ベースマシンは、支持軸を確実に
支持することができるものであれば、自走式や固定式な
ど、その構成は限定されるものではない。また、回転手
段は、貫通孔を有する既存の中空モータであり、油圧式
や電動式など駆動方式等は限定されるものではない。
Here, the structure of the base machine is not limited to a self-propelled type or a fixed type, as long as it can reliably support the support shaft. Further, the rotating means is an existing hollow motor having a through hole, and the drive system such as hydraulic type or electric type is not limited.

【0008】この発明によれば、第1回転軸及び第2回
転軸を同心位置で互いに反対方向に回転させることによ
り、第1中空モータ及び第2中空モータに作用する回転
反力が打ち消されるため、各中空モータを強固に固定す
る必要がなくなり、各中空モータを昇降装置の下端部に
簡易に設置することができる。また、中空モータを用い
ることにより、歯車機構等を設置することなく、モータ
の出力部の回転中心と、掘削溝を掘削する各軸の回転中
心とが同一位置になるため、各軸の回転効率を高めるこ
とができる。
According to the present invention, by rotating the first rotary shaft and the second rotary shaft in concentric positions in opposite directions, the rotational reaction force acting on the first hollow motor and the second hollow motor is canceled. Since it is not necessary to firmly fix each hollow motor, each hollow motor can be easily installed at the lower end of the lifting device. Also, by using a hollow motor, the rotation center of the output part of the motor and the rotation center of each shaft that excavates the excavation groove are at the same position without installing a gear mechanism, etc. Can be increased.

【0009】また、請求項2に記載の発明は、請求項1
に記載の地盤改良装置であって、第1回転軸及び第2回
転軸には、各々攪拌翼が取り付けられているとともに、
第1回転軸又は第2回転軸の下端部には、掘削溝を掘削
するための掘削刃が取り付けられていることを特徴とし
ている。
The invention described in claim 2 is the same as claim 1.
A ground improvement device according to claim 1, wherein a stirring blade is attached to each of the first rotating shaft and the second rotating shaft,
A digging blade for digging a digging groove is attached to the lower end of the first rotary shaft or the second rotary shaft.

【0010】この発明によれば、昇降装置により攪拌翼
及び掘削刃を昇降させた際に、第1回転軸及び第2回転
軸の各中空モータも連動して昇降するため、攪拌翼及び
掘削刃と、各中空モータとの間隔が常に小さくなり、施
工時に攪拌翼及び掘削刃が安定する。そのため、第1回
転軸及び第2回転軸の剛性を高める必要がなくなり、各
軸を軽量化することができる。
According to the present invention, when the stirring blade and the excavating blade are moved up and down by the elevating device, the hollow motors of the first rotating shaft and the second rotating shaft also move up and down, so that the stirring blade and the excavating blade are moved. With this, the distance between each hollow motor is always small, and the stirring blade and the excavating blade are stable during construction. Therefore, it is not necessary to increase the rigidity of the first rotating shaft and the second rotating shaft, and the weight of each shaft can be reduced.

【0011】したがって、本発明の地盤改良装置では、
第1回転軸及び第2回転軸を同心位置に配置し、各軸を
互いに反対方向で回転させることにより、各軸の中空モ
ータに作用する回転反力を低減することができるため、
装置全体の強度を高める必要がなくなり、装置の構成が
簡素化され、製作費用を低減することができるととも
に、施工効率を高めることができる。
Therefore, in the ground improvement device of the present invention,
By disposing the first rotating shaft and the second rotating shaft at concentric positions and rotating the shafts in mutually opposite directions, it is possible to reduce the rotational reaction force acting on the hollow motor of each shaft.
It is not necessary to increase the strength of the entire device, the structure of the device is simplified, the manufacturing cost can be reduced, and the construction efficiency can be improved.

【0012】[0012]

【発明の実施の形態】以下、添付図面を参照して、本発
明の実施形態について詳細に説明する。
DETAILED DESCRIPTION OF THE INVENTION Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

【0013】この実施形態では、地盤改良装置を用いて
鉛直方向の掘削溝を掘削し、その掘削溝内の地盤を改良
する場合を例として説明する。
In this embodiment, a case will be described as an example in which a ground improvement device is used to excavate a vertical excavation groove and the soil in the excavation groove is improved.

【0014】図1は、本発明の実施形態に係る地盤改良
装置を示した側面図である。図2は、本発明の実施形態
に係る地盤改良装置の回転駆動部を示した側断面図であ
る。図3は、本発明の実施形態に係る地盤改良装置の他
の構成を示した側面図である。
FIG. 1 is a side view showing a ground improvement device according to an embodiment of the present invention. FIG. 2 is a side sectional view showing a rotation drive unit of the ground improvement device according to the embodiment of the present invention. FIG. 3 is a side view showing another configuration of the ground improvement device according to the embodiment of the present invention.

【0015】まず、本発明の実施形態に係る地盤改良装
置の構成について説明する。地盤改良装置1は、図1に
示すように、鉛直方向のガイドレール2を支持している
ベースマシン3と、ガイドレール2に沿って昇降可能な
昇降装置4と、昇降装置4の下端部に設置された回転駆
動部(回転手段)10とから構成され、回転駆動部10
により掘削溝9を掘削するとともに、掘削溝9内の掘削
土砂を攪拌する装置である。
First, the structure of the ground improvement device according to the embodiment of the present invention will be described. As shown in FIG. 1, the ground improvement device 1 includes a base machine 3 supporting a vertical guide rail 2, an elevating device 4 capable of ascending and descending along the guide rail 2, and a lower end portion of the elevating device 4. The rotary drive unit (rotating means) 10 is installed.
This is a device for excavating the excavation trench 9 by and stirring the excavated soil in the excavation trench 9.

【0016】次に、各構成要素について説明する。ベー
スマシン3は、図1に示すように、鉛直方向のガイドレ
ール2を支持するアーム5と、ベースマシン3の移動手
段であるキャタピラ6と、運転室7とから構成されてい
る。昇降装置4は、図1に示すように、ベースマシン3
からガイドレール2の上端部に設置された滑車8を介し
て吊り下げられたワイヤ(図示せず)の一端に固定され
ており、ベースマシン3に設置されたドラム(図示せ
ず)がワイヤを巻取り又は繰り出すことにより、装置全
体がガイドレール2に沿って鉛直方向に昇降可能となっ
ている。
Next, each component will be described. As shown in FIG. 1, the base machine 3 includes an arm 5 that supports the guide rail 2 in the vertical direction, a caterpillar 6 that is a moving unit of the base machine 3, and an operator cab 7. The lifting device 4 is, as shown in FIG.
Is fixed to one end of a wire (not shown) suspended via a pulley 8 installed at the upper end of the guide rail 2, and a drum (not shown) installed in the base machine 3 runs the wire. By winding or unwinding, the entire device can be vertically moved up and down along the guide rail 2.

【0017】回転駆動部10は、図1及び図2に示すよ
うに、上端部が昇降装置4に固定された支持軸11と、
鉛直方向の貫通孔31,41を有し、各貫通孔31,4
1が同心位置になるようにして支持軸11の下端部に上
下方向に列設された上部中空モータ(第1中空モータ)
30及び下部中空モータ(第2中空モータ)40と、下
部中空モータ40の出力部42に軸支された中空の外軸
14と、下端部に掘削刃12を備え、上部中空モータ3
0の出力部32に軸支された中空の内軸13とから構成
され、内軸13は外軸14に内挿されており、内軸13
及び外軸14における掘削刃12と下部中空モータ40
との間には攪拌翼15,16が取り付けられている。
As shown in FIGS. 1 and 2, the rotary drive unit 10 includes a support shaft 11 whose upper end is fixed to the lifting device 4, and
The through holes 31 and 41 in the vertical direction are provided, and the through holes 31 and 4 are provided.
Upper hollow motors (first hollow motors) vertically arranged in line at the lower end of the support shaft 11 so that 1 is in a concentric position.
30 and a lower hollow motor (second hollow motor) 40, a hollow outer shaft 14 axially supported by an output portion 42 of the lower hollow motor 40, and a drilling blade 12 at a lower end portion thereof.
0 and a hollow inner shaft 13 axially supported by the output unit 32, the inner shaft 13 being inserted in the outer shaft 14,
And the drilling blade 12 and the lower hollow motor 40 in the outer shaft 14
Stirring blades 15 and 16 are attached between and.

【0018】支持軸11は、上端部が昇降装置4に固定
された軽量な支柱であり、複数の支持軸11を鉛直方向
に連結して延長することができる。支持軸11は高い剛
性を必要としないため、簡易に連結可能な構成であると
ともに、連結間隔も大きくなっている。上部中空モータ
30及び下部中空モータ40は、鉛直方向の貫通孔3
1,41を有する油圧式中空モータであり、各貫通孔3
1,41の中間部に設置された出力部32,42が互い
に反対方向で鉛直軸周りに回転するように構成されてい
る。なお、符号33,43は、貫通孔31,41内に挿
通された各軸13,14を回転自在に軸支するための軸
受けである。
The support shaft 11 is a lightweight column whose upper end is fixed to the elevating device 4, and a plurality of support shafts 11 can be extended by connecting them in the vertical direction. Since the support shaft 11 does not require high rigidity, it has a structure that can be easily connected and the connection interval is also large. The upper hollow motor 30 and the lower hollow motor 40 have through holes 3 in the vertical direction.
A hydraulic hollow motor having 1, 41, each through hole 3
The output parts 32 and 42 installed in the intermediate parts of the parts 1 and 41 are configured to rotate about the vertical axis in mutually opposite directions. In addition, reference numerals 33 and 43 are bearings for rotatably supporting the shafts 13 and 14 inserted in the through holes 31 and 41, respectively.

【0019】外軸14は、上端部が下部中空モータ40
の出力部42に軸受け43を介して軸支されることによ
り、鉛直軸周りに回転可能な中空管である。また、外軸
14の下端部20は所定間隔を空けて分割されており、
外軸14の両側に取り付けられた外側攪拌翼16,16
により連結されている。内軸13は、上端部が上部中空
モータ30の出力部32に軸受け33を介して軸支され
ることにより、外軸14と同心位置で反対方向に回転可
能な中空管であり、外軸14の中空部に内挿され、下端
部には、掘削溝9を掘削するための掘削刃12が設置さ
れ、この掘削刃12の上方における内軸13の両側に
は、外部に露出している内側攪拌翼15,15が取り付
けられている。また、内軸13には地盤改良剤の供給装
置(図示せず)と連通している中空部17が設けられて
おり、中空部17の下端部には排出口18が設けられて
いるとともに、上端部には流入口19が設けられてい
る。
The outer shaft 14 has a lower hollow motor 40 at the upper end.
It is a hollow tube that is rotatable around a vertical axis by being supported by the output part 42 of the bearing via a bearing 43. Further, the lower end portion 20 of the outer shaft 14 is divided at a predetermined interval,
Outer stirring blades 16, 16 attached to both sides of the outer shaft 14.
Are connected by. The inner shaft 13 is a hollow tube that is rotatable in the opposite direction at the concentric position with the outer shaft 14 by having the upper end supported by the output part 32 of the upper hollow motor 30 via the bearing 33. 14 is inserted in the hollow part, and a drilling blade 12 for drilling the drilling groove 9 is installed at the lower end, and both sides of the inner shaft 13 above the drilling blade 12 are exposed to the outside. Inner stirring blades 15 and 15 are attached. In addition, the inner shaft 13 is provided with a hollow portion 17 communicating with a ground improvement agent supply device (not shown), and a discharge port 18 is provided at the lower end of the hollow portion 17, and An inflow port 19 is provided at the upper end.

【0020】外側攪拌翼16は、略コの字形状に形成さ
れた一対のフレーム21の内側に、2枚の翼片22,2
2が所定間隔で設置されている構成であり、フレーム2
1の両端部は鉛直方向に配置され、下方の端部が外軸1
4の下端部20に取り付けられるとともに、上方の端部
が外軸14本体に取り付けられることにより、分割され
た状態の外軸14が連結され、フレーム21の鉛直方向
における中央部の内側に翼片22,22が取り付けられ
ている。内側攪拌翼15は、略コの字形状に形成された
一対のフレーム23の外側に1枚の翼片24が設置され
た構成であり、フレーム23の両端部が鉛直方向に配置
された状態で内軸13に取り付けられており、フレーム
23の鉛直方向における中央部の外側に翼部24が取り
付けられている。内側攪拌翼15の鉛直方向の幅は、外
軸14の下端部20と外軸14本体との間隔内に収まる
大きさであり、水平方向の幅は、内側攪拌翼15の外側
に設置された翼片24が、外側攪拌翼21の内側に設置
された上下の翼片22,22の間に位置し、互いの翼片
22,24が交互に配置されるように形成されている。
The outer stirring blade 16 has two blade pieces 22, 2 inside a pair of frames 21 formed in a substantially U shape.
2 is installed at a predetermined interval, and the frame 2
Both ends of 1 are arranged vertically, and the lower end is the outer shaft 1
The outer shaft 14 in a divided state is connected by being attached to the lower end portion 20 of the No. 4 and the upper end portion is attached to the outer shaft 14 main body, and the wing piece is provided inside the central portion of the frame 21 in the vertical direction. 22 and 22 are attached. The inner stirring blade 15 has a configuration in which one blade piece 24 is installed on the outer side of a pair of frames 23 formed in a substantially U shape, and both end portions of the frame 23 are vertically arranged. The wing portion 24 is attached to the inner shaft 13 and is attached to the outside of the central portion of the frame 23 in the vertical direction. The vertical width of the inner stirring blade 15 is set within the space between the lower end portion 20 of the outer shaft 14 and the main body of the outer shaft 14, and the horizontal width is set outside the inner stirring blade 15. The blade piece 24 is located between the upper and lower blade pieces 22, 22 installed inside the outer stirring blade 21, and is formed so that the blade pieces 22, 24 are alternately arranged.

【0021】したがって、本発明の実施形態に係る地盤
改良装置1では、内軸13及び外軸14を回転させた際
に、回転している内側攪拌翼15の外側で、同心位置に
配置された外側攪拌翼16が反対方向に回転するため、
上部中空モータ30及び下部中空モータ40に作用する
回転反力が大幅に低減される。これにより、上部中空モ
ータ30及び下部中空モータ40を強固に固定する必要
がなくなるため、支持軸11の下端部に簡易に各中空モ
ータ30,40を設置し、支持軸11を昇降させること
により、攪拌翼15,16及び掘削刃12とともに各中
空モータ30,40を昇降させることができる。そのた
め、攪拌翼15,16及び掘削刃12と、各中空モータ
30,40との間隔が常に小さくなり、内軸13及び外
軸14の剛性を高める必要がなくなることから、内軸1
3及び外軸14は軽量化されている。すなわち、装置1
全体の強度を高める必要がないため、装置1全体の構成
が簡素化され、製作費用が低減されている。
Therefore, in the ground improvement device 1 according to the embodiment of the present invention, when the inner shaft 13 and the outer shaft 14 are rotated, they are arranged concentrically outside the rotating inner stirring blade 15. Since the outer stirring blade 16 rotates in the opposite direction,
The rotational reaction force acting on the upper hollow motor 30 and the lower hollow motor 40 is significantly reduced. As a result, it is not necessary to firmly fix the upper hollow motor 30 and the lower hollow motor 40. Therefore, by simply installing the hollow motors 30 and 40 at the lower end of the support shaft 11 and moving the support shaft 11 up and down, The hollow motors 30 and 40 can be moved up and down together with the stirring blades 15 and 16 and the excavating blade 12. Therefore, the intervals between the stirring blades 15 and 16 and the digging blade 12 and the hollow motors 30 and 40 are always small, and there is no need to increase the rigidity of the inner shaft 13 and the outer shaft 14.
3 and the outer shaft 14 are lightweight. That is, the device 1
Since it is not necessary to increase the overall strength, the overall configuration of the device 1 is simplified and the manufacturing cost is reduced.

【0022】次に、本発明の実施形態に係る地盤改良装
置1を用いた地盤改良方法について説明する。まず、図
1に示すように、地盤改良を行う所定位置の脇にベース
マシン3を移動させ、鉛直方向のガイドレール2を設置
する。そして、昇降装置4を下降させて回転駆動部10
の下端部に設置された掘削刃12を地上面に当接させ
る。さらに、上部中空モータ30及び下部中空モータ4
0を駆動させて内軸13及び外軸14を回転させ、内軸
13の下端部に設置された掘削刃12で地盤を掘削し、
昇降装置4により掘削刃12を順次に下降させて所定深
さの掘削溝9を構築する。このとき、各中空モータ3
0,40と掘削刃12との間隔は常に小さく一定であ
り、掘削刃12とともに中空モータ30,40も掘削溝
9内に下降して駆動するため、掘削刃12が安定した状
態になる。ここで、昇降装置4をガイドレール2の下端
部まで下降させたとしても掘削刃12が所定深さに達し
ない場合には、支持軸11を継ぎ足して掘削刃12を下
降させる。支持軸11は、低剛性化により軽量化されて
いるとともに、簡易に接合され、さらに、接合間隔も大
きいため、支持軸11の継ぎ足しを簡易に行うことがで
きる。また、各中空モータ30,40は支持軸11の下
端に設置されているため、支持軸11を継ぎ足したとし
ても、各中空モータ30,40と掘削刃12との間隔は
常に小さく一定に保たれ、掘削刃12が安定した状態に
なる。
Next, a ground improvement method using the ground improvement apparatus 1 according to the embodiment of the present invention will be described. First, as shown in FIG. 1, the base machine 3 is moved to the side of a predetermined position for ground improvement, and the guide rail 2 in the vertical direction is installed. Then, the elevating device 4 is lowered to rotate the rotary drive unit 10.
The excavating blade 12 installed at the lower end of the is contacted with the ground surface. Further, the upper hollow motor 30 and the lower hollow motor 4
0 is driven to rotate the inner shaft 13 and the outer shaft 14, and the ground is excavated by the excavating blade 12 installed at the lower end of the inner shaft 13,
The elevating device 4 sequentially lowers the excavation blade 12 to construct the excavation groove 9 having a predetermined depth. At this time, each hollow motor 3
The distance between 0 and 40 and the digging blade 12 is always small and constant, and the hollow motors 30 and 40 are driven to descend into the digging groove 9 together with the digging blade 12, so that the digging blade 12 is in a stable state. Here, when the excavating blade 12 does not reach the predetermined depth even if the elevating device 4 is lowered to the lower end portion of the guide rail 2, the support shaft 11 is added to lower the excavating blade 12. The support shaft 11 is lightened due to low rigidity, is easily joined, and has a large joining interval, so that the support shaft 11 can be easily replenished. Further, since the hollow motors 30 and 40 are installed at the lower end of the support shaft 11, even if the support shaft 11 is added, the distance between the hollow motors 30 and 40 and the excavating blade 12 is always kept small and constant. The excavating blade 12 becomes stable.

【0023】次に、掘削刃12が所定深さに達した後
に、内軸13の排出口18から掘削溝9内に蓄積された
掘削土砂に地盤改良剤を注入する。そして、掘削土砂
は、互いに反対方向で回転している各攪拌翼15,16
間の剪断効果により効率良く攪拌される。最後に、地盤
改良剤の注入及び掘削土砂の攪拌を行いながら、回転駆
動部10を昇降させて掘削溝9から離脱させる。これに
より、掘削溝9内の掘削土砂が地盤改良剤により硬化し
て所定位置の地盤が改良される。
Next, after the excavating blade 12 reaches a predetermined depth, the ground improvement agent is injected into the excavated earth and sand accumulated in the excavated trench 9 through the discharge port 18 of the inner shaft 13. Then, the excavated earth and sand are mixed with the stirring blades 15 and 16 rotating in opposite directions.
It is efficiently stirred due to the shearing effect between them. Finally, while the ground improvement agent is being injected and the excavated earth and sand are being stirred, the rotary drive unit 10 is moved up and down to be removed from the excavation groove 9. As a result, the excavated soil in the excavation trench 9 is hardened by the ground improving agent, and the ground at a predetermined position is improved.

【0024】したがって、本発明の実施形態に係る地盤
改良装置1では、装置1全体の構成が簡素化されている
ため、地盤改良の施工効率が高まっている。
Therefore, in the ground improvement device 1 according to the embodiment of the present invention, the construction of the entire device 1 is simplified, and therefore the ground improvement work efficiency is increased.

【0025】以上、本発明の好適な実施形態についての
一例を説明したが、本発明は前記実施形態に限定され
ず、本発明の趣旨を逸脱しない範囲で適宜設計変更が可
能である。例えば、図3に示すように、ベースマシンに
既存のアースオーガ3’を用いてもよく、この構成で
は、昇降装置の一部としてオーガスクリュ25を用いて
おり、その下端部に各中空モータ30,40を設置し、
オーガスクリュ25の昇降により攪拌翼15,16、掘
削刃12及び各中空モータ30,40を昇降させてお
り、既存の装置を流用しているため、地盤改良装置1の
製作費用が大幅に低減される。
An example of the preferred embodiment of the present invention has been described above. However, the present invention is not limited to the above embodiment, and design changes can be appropriately made without departing from the spirit of the present invention. For example, as shown in FIG. 3, an existing earth auger 3 ′ may be used for the base machine, and in this configuration, the auger screw 25 is used as a part of the lifting device, and each hollow motor 30 is provided at the lower end portion thereof. , 40,
Since the stirring blades 15 and 16, the excavating blade 12 and the hollow motors 30 and 40 are moved up and down by raising and lowering the auger screw 25, and the existing device is used, the manufacturing cost of the ground improvement device 1 is significantly reduced. It

【0026】[0026]

【発明の効果】本発明の地盤改良装置によれば、第1回
転軸及び第2回転軸を同心位置で互いに反対方向に回転
させることにより、各軸の中空モータに作用する回転反
力が打ち消されるため、各中空モータを強固に固定する
必要がなくなり、支持軸の下端に簡易に設置することが
できる。また、各回転軸に攪拌翼及び掘削刃を設置した
構成では、攪拌翼及び掘削刃を昇降させた際に、攪拌翼
及び掘削刃とともに各軸の中空モータも昇降させること
ができるため、攪拌翼及び掘削刃と、回転手段との間隔
が常に小さくなり、施工時に攪拌翼及び掘削刃が安定す
る。そのため、内軸及び外軸の剛性を高める必要がなく
なり、各軸を軽量化することができることから、装置の
構成が簡素化され、製作費用を低減することができると
ともに、施工効率を高めることができる。
According to the ground improvement device of the present invention, by rotating the first rotating shaft and the second rotating shaft in concentric positions in opposite directions, the rotational reaction force acting on the hollow motor of each shaft is canceled. Therefore, it is not necessary to firmly fix each hollow motor, and the hollow motor can be easily installed at the lower end of the support shaft. Further, in the configuration in which the stirring blade and the excavating blade are installed on each rotating shaft, when the stirring blade and the excavating blade are moved up and down, the hollow motor of each shaft can be moved up and down together with the stirring blade and the excavating blade, so the stirring blade Also, the distance between the digging blade and the rotating means is always small, and the stirring blade and the digging blade are stable during construction. Therefore, it is not necessary to increase the rigidity of the inner shaft and the outer shaft, and the weight of each shaft can be reduced. Therefore, the structure of the device can be simplified, the manufacturing cost can be reduced, and the construction efficiency can be improved. it can.

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

【図1】本発明の実施形態に係る地盤改良装置を示した
側面図である。
FIG. 1 is a side view showing a ground improvement device according to an embodiment of the present invention.

【図2】本発明の実施形態に係る地盤改良装置の回転駆
動部を示した側断面図である。
FIG. 2 is a side sectional view showing a rotation drive unit of the ground improvement device according to the embodiment of the present invention.

【図3】本発明の実施形態に係る地盤改良装置の他の構
成を示した側面図である。
FIG. 3 is a side view showing another configuration of the ground improvement device according to the embodiment of the present invention.

【図4】従来の地盤改良装置を示した正面図である。FIG. 4 is a front view showing a conventional ground improvement device.

【符号の説明】[Explanation of symbols]

1・・・・地盤改良装置 2・・・・ガイドレール 3・・・・ベースマシン 4・・・・昇降装置 9・・・・掘削溝 10・・・・回転駆動部 11・・・・支持軸 12・・・・掘削刃 13・・・・内軸 14・・・・外軸 15・・・・内側攪拌翼 16・・・・外側攪拌翼 30・・・・上部中空モータ 40・・・・下部中空モータ 1 ... Ground improvement device 2 ... Guide rail 3 ... Base machine 4 ··· Lifting device 9 ... Drilling trench 10 ... Rotation drive unit 11 ... Support shaft 12 ... Drilling blade 13 ... Inner shaft 14 ... Outer shaft 15 ... Inside stirring blade 16 ... Outside stirring blade 30 ··· Upper hollow motor 40 ... Lower hollow motor

───────────────────────────────────────────────────── フロントページの続き (71)出願人 395021723 ライト工業株式会社 埼玉県川口市青木2−9−8 (72)発明者 鈴木 庫雄 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 荒井 政男 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 武川 良 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 山下 誠 東京都目黒区目黒1丁目6番17号 株式会 社利根内 (72)発明者 遠藤 堅一 東京都新宿区揚場町2番14号 成和機工株 式会社内 (72)発明者 十河 浩一 東京都千代田区九段北4丁目2番35号 ラ イト工業株式会社内 Fターム(参考) 2D040 AB05 BA08 BC01 DB07 EA11 EA16 EA21    ─────────────────────────────────────────────────── ─── Continued front page    (71) Applicant 395021723             Light Industry Co., Ltd.             2-9-8 Aoki, Kawaguchi City, Saitama Prefecture (72) Inventor K. Suzuki             1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei             Construction Co., Ltd. (72) Inventor Masao Arai             1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei             Construction Co., Ltd. (72) Inventor Ryo Takekawa             1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei             Construction Co., Ltd. (72) Inventor Makoto Yamashita             1-6-17 Meguro, Meguro-ku, Tokyo Stock market             Shatone (72) Inventor Kenichi Endo             2-14 Yobacho, Shinjuku-ku, Tokyo Seiwa Machinery Co., Ltd.             Inside the company (72) Inventor Koichi Togawa             4 2-35, Kudankita 4-chome, Chiyoda-ku, Tokyo             Within Ito Industry Co., Ltd. F-term (reference) 2D040 AB05 BA08 BC01 DB07 EA11                       EA16 EA21

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ベースマシンと、 前記ベースマシンに支持されているガイドレールと、 前記ガイドレールに沿って昇降可能である昇降装置と、 前記昇降装置の下端部に設けられている回転手段とを備
え、 前記回転手段により、掘削溝を掘削し、前記掘削溝内の
地盤を改良する地盤改良装置であって、 前記回転手段は、 第1貫通孔を有する第1中空モータと、 前記第1貫通孔内において、前記第1中空モータの出力
部と連結されている中空の第1回転軸と、 第2貫通孔を有する第2中空モータと、 前記第2貫通孔内において、前記第2中空モータの出力
部と連結されている中空の第2回転軸とを備え、 前記第1中空モータと前記第2中空モータは上下方向に
列設されており、 前記第1回転軸は、前記第2回転軸の中空部に内挿さ
れ、かつ、前記第1回転軸と前記第2回転軸は互いに反
対方向で回転可能に構成されていることを特徴とする地
盤改良装置。
1. A base machine, a guide rail supported by the base machine, an elevating device capable of ascending and descending along the guide rail, and a rotating means provided at a lower end portion of the elevating device. A ground improvement device for excavating an excavation groove by the rotating means to improve the ground in the excavation groove, wherein the rotating means comprises a first hollow motor having a first through hole, and the first penetrating motor. A hollow first rotating shaft connected to the output part of the first hollow motor in the hole; a second hollow motor having a second through hole; and a second hollow motor in the second through hole. A hollow second rotary shaft connected to the output part of the first hollow motor, the first hollow motor and the second hollow motor are vertically arranged in a line, and the first rotary shaft is the second rotary shaft. Inserted in the hollow part of the shaft, and Wherein the first rotary shaft second rotation axis is soil improvement apparatus characterized by being rotatable in opposite directions to each other.
【請求項2】 前記第1回転軸及び前記第2回転軸に
は、各々攪拌翼が取り付けられているとともに、 前記第1回転軸又は前記第2回転軸の下端部には、前記
掘削溝を掘削するための掘削刃が取り付けられているこ
とを特徴とする請求項1に記載の地盤改良装置。
2. A stirring blade is attached to each of the first rotary shaft and the second rotary shaft, and the excavation groove is provided at a lower end portion of the first rotary shaft or the second rotary shaft. The ground improvement device according to claim 1, further comprising an excavating blade for excavating.
JP2002108289A 2002-04-10 2002-04-10 Ground improvement device Expired - Fee Related JP3924191B2 (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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JP2003301450A true JP2003301450A (en) 2003-10-24
JP3924191B2 JP3924191B2 (en) 2007-06-06

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ID=29392108

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019112892A (en) * 2017-12-26 2019-07-11 株式会社大林組 Ground improvement apparatus and ground improvement method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101894869B1 (en) * 2017-12-05 2018-10-04 지이산업 주식회사 A ground stirring device in which a hollow shaft motor and a stirring load are provided coaxially.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019112892A (en) * 2017-12-26 2019-07-11 株式会社大林組 Ground improvement apparatus and ground improvement method
JP7035518B2 (en) 2017-12-26 2022-03-15 株式会社大林組 Ground improvement device and ground improvement method

Also Published As

Publication number Publication date
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