JPH09250129A - Soil improvement machine - Google Patents

Soil improvement machine

Info

Publication number
JPH09250129A
JPH09250129A JP8457096A JP8457096A JPH09250129A JP H09250129 A JPH09250129 A JP H09250129A JP 8457096 A JP8457096 A JP 8457096A JP 8457096 A JP8457096 A JP 8457096A JP H09250129 A JPH09250129 A JP H09250129A
Authority
JP
Japan
Prior art keywords
shaft
cylinder shaft
fixed
sprockets
ground
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
JP8457096A
Other languages
Japanese (ja)
Other versions
JP3645959B2 (en
Inventor
Shohei Senda
昌平 千田
Masaki Makino
昌己 牧野
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.)
KATO KENSETSU KK
Kato Construction Co Ltd
Original Assignee
KATO KENSETSU KK
Kato 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 KATO KENSETSU KK, Kato Construction Co Ltd filed Critical KATO KENSETSU KK
Priority to JP08457096A priority Critical patent/JP3645959B2/en
Publication of JPH09250129A publication Critical patent/JPH09250129A/en
Application granted granted Critical
Publication of JP3645959B2 publication Critical patent/JP3645959B2/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)

Abstract

PROBLEM TO BE SOLVED: To stir and mix equally excavated soil and hardener, prevent a supply loss of the hardener and, at the same time prevent dust pollution. SOLUTION: A fixed cylindrical shaft 11 and a rotational cylindrical shaft 12 are provided to the lower part of a machine frame in a double cylindrical- shape, and a fixed slit channel 21 in parallel with the center axis is opened between both ends of the lower surface on the circumferential surface of the filxed cylindrical shaft 11. Then, a rotational slit channel 20 having a required shape and always crossing with the fixed slit channel 21 at one place is opened between both side end sections of the circumferential surface of the rotational cylindrical shaft 12, and the hardener supplied to the inside of the fixed cylindrical shaft 11 is discharged downward from a cross section moving in right and left direction.

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、構築物等の基礎を
造るために掘削しながら土壌と粉粒状又はミルク状等の
固化材とを攪拌混合して地盤を改良する地盤改良機械に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement machine for agitating and mixing soil and a solidifying material such as powdery or milky material while excavating to construct a foundation for a structure or the like and improving the ground. .

【0002】[0002]

【従来の技術】従来の土壌改良機械は、図18に示すベ
ースマシン101のアーム102の先端に図17に示す
如くに形成された、機枠103の両側板103a,10
3b間上部にモータ104により回転駆動する駆動軸1
05を軸架し、該駆動軸105に駆動スプロケット10
6を装着し、前記両側板103a,103bの下端に取
り付けた支持枠107の両側板107a,107bに軸
架させた回転軸108に従動スプロケット109を装着
し、前記駆動スプロケット106と従動スプロケット1
09間に無端状のチェン110を巻装し、また、回転軸
108はその一側に設けたスィベル装置111を介して
セメント等の固化材が供給されるよう中空筒軸状に形成
し、その外周面に中空内部と連通する噴出口112を軸
方向に沿って複数開設すると共に、多数の攪拌翼113
を突設し、モータ104の回転駆動により従動スプロケ
ット109を回転させ、噴出口112から高圧で固化材
を吐出させつつ多数の攪拌翼113によって地盤の攪拌
混合を行なうようにしている。
2. Description of the Related Art A conventional soil improving machine is a base machine 101 shown in FIG. 18 and has side arms 103a and 10a of a machine frame 103 formed at the tip of an arm 102 as shown in FIG.
A drive shaft 1 which is rotationally driven by a motor 104 at an upper portion between 3b
05 is mounted on the drive shaft 105, and the drive sprocket 10 is attached to the drive shaft 105.
6 is mounted, and the driven sprocket 109 and the driven sprocket 1 are mounted on the both side plates 107a and 107b of the support frame 107 mounted on the lower ends of the both side plates 103a and 103b.
An endless chain 110 is wound between 09, and the rotary shaft 108 is formed in a hollow cylindrical shaft shape so that a solidifying material such as cement is supplied through a swivel device 111 provided on one side thereof. A plurality of jet outlets 112 communicating with the hollow interior are provided on the outer peripheral surface along the axial direction, and a large number of stirring blades 113 are provided.
The driven sprocket 109 is rotated by the rotational driving of the motor 104, and the solidified material is discharged from the ejection port 112 at a high pressure, while the stirring blades 113 are used to stir and mix the ground.

【0003】このような従来の地盤改良機械は、機枠1
03の下端にのみ軸架させた回転軸108に多数の攪拌
翼113を突設し、回転軸108の回転に伴ない水平回
転する各攪拌翼113で地盤を掘削,攪拌するものであ
るため、土壌の攪拌範囲が狭く特に上下方向の広い範囲
の掘削,攪拌ができ難い。また、回転軸108の回転に
伴ない多くの噴出口112が常に360度その向きを変
えるので、不必要な方向に固化材を吐出し、例えば地盤
改良機械を引き上げるのに伴ない回転軸108が地表に
出たとき、しかも噴出口112が上を向いていると、セ
メント等粉体の場合粉塵が周囲に飛散することがあり、
固化材の供給ロスやさらには公害の原因にもなってい
る。
Such a conventional ground improvement machine has a machine frame 1
Since a large number of agitating blades 113 are provided on the rotary shaft 108 that is axially mounted only on the lower end of 03, and the ground is excavated and agitated by the agitating blades 113 that rotate horizontally with the rotation of the rotary shaft 108, The soil stirring range is narrow and it is difficult to excavate and stir, especially in a wide vertical range. In addition, since many jet outlets 112 always change their directions by 360 degrees with the rotation of the rotary shaft 108, the solidified material is discharged in an unnecessary direction, and for example, the rotary shaft 108 is removed when the ground improvement machine is pulled up. When it comes out to the surface of the earth and when the ejection port 112 is facing upward, dust such as cement may scatter around,
It also causes a loss of solidification material supply and pollution.

【0004】そこで、図18に示すように、駆動軸10
5に一対の駆動スプロケット106,106を装着し、
両支持枠107a,107bに軸架させた回転軸108
に一対の従動スプロケット109,109を装着し、駆
動スプロケット106,106と従動スプロケット10
9,109間に無端状のチェン110,110を巻装
し、これらのチェン110,110にそれぞれ多数の攪
拌翼113を列設し、モータ104の回転駆動により駆
動スプロケット106,106を回転させ、多数の攪拌
翼113によって地盤を掘削,攪拌するようにし、ま
た、機枠103の一方の側板103bに沿って固化材圧
送管114を添設し、その先端部を水平に屈曲させ、先
端の噴出口112から固化材を水平方向に噴出させつつ
多数の攪拌翼113によって地盤を攪拌混合するように
したものがある。
Therefore, as shown in FIG. 18, the drive shaft 10
Mount a pair of drive sprockets 106, 106 on 5,
Rotating shaft 108 mounted on both support frames 107a and 107b
A pair of driven sprockets 109, 109 are mounted on the drive sprocket 106, 106 and the driven sprocket 10.
Endless chains 110 and 110 are wound between 9 and 109, and a large number of stirring blades 113 are respectively installed in the chains 110 and 110, and the drive sprockets 106 and 106 are rotated by the rotational driving of the motor 104, The ground is excavated and agitated by a large number of agitation blades 113, and a solidifying material pressure-feeding pipe 114 is additionally provided along one side plate 103b of the machine frame 103. There is one in which the solidification material is jetted horizontally from the outlet 112 and the ground is stirred and mixed by a large number of stirring blades 113.

【0005】[0005]

【発明が解決しようとする課題】この地盤改良機械は、
チェン110,110の回転に伴ない該チェン110,
110に列設した多数の攪拌翼113が上下方向に移動
して土壌を上下方向に広い範囲に掘削,攪拌することが
できる。しかしながら、固化材が常に一方側のみに噴出
し続けるために、掘削した地盤に対する固化材に濃淡の
斑が生じ、均質に混合できないという課題がある。ま
た、地盤改良機械を引き上げるのに伴ない、固化材圧送
管114の噴出口112が地表に出たとき、噴出口11
2が横を向いているために前記図17に示した地盤改良
機械と同様に固化材のロス並びに粉塵公害の原因となる
課題がある。そこで本発明は、これら課題を解決するべ
くなされたもので、固化材を下向きであってしかも左右
双方向に噴出させて地盤を均質に攪拌混合できるように
し、さらに、固化材の供給ロスを減少させ公害も防止で
きる地盤改良機械を提供することを目的としている。
This ground improvement machine is
As the chains 110, 110 rotate, the chains 110,
A large number of stirring blades 113 arranged in a row in the vertical direction 110 move vertically to excavate and stir the soil in a wide range in the vertical direction. However, since the solidified material is constantly ejected only on one side, there is a problem in that the solidified material with respect to the excavated ground has unevenness in density, and uniform mixing cannot be achieved. Moreover, when the jet outlet 112 of the solidified material pumping pipe 114 is exposed to the surface of the ground as the ground improvement machine is pulled up, the jet outlet 11
Since No. 2 faces sideways, there is a problem that causes loss of the solidifying material and dust pollution as in the ground improvement machine shown in FIG. Therefore, the present invention has been made to solve these problems and enables the solidified material to be jetted downward and bidirectionally so that the ground can be uniformly stirred and mixed, and further, the solidified material supply loss is reduced. The purpose is to provide a ground improvement machine that can prevent pollution.

【0006】[0006]

【課題を解決するための手段】かかる目的を達成するた
めに本発明に係わる地盤改良機械は、機枠の上部に一対
の駆動スプロケットを装着した回転自在な駆動軸を水平
に軸装し、機枠の下部に回転不能な固定筒軸と回転可能
な回転筒軸とにより二重筒状の支軸部を水平に設け、回
転筒軸の外周に一対の従動スプロケットを装着し、前記
各上下スプロケット間にそれぞれ攪拌翼を取着したチェ
ンを巻装してなり、前記固定筒軸の外周面には下面両端
部間に中心軸線と平行な固定スリット溝を開設し、回転
筒軸の外周面には両側端部間に所望形状をなし、かつ常
に固定スリット溝と一個所で交差する連続又は不連続な
回転スリット溝を開設し、固定筒軸内に供給される固化
材を両スリット溝の交差部から下方へ吐出させるように
構成しする。この地盤改良機械にあっては、回転筒軸の
回転に伴う回転スリット溝の移動により、該回転スリッ
ト溝との交差部が中心軸線方向に移動するので、固定筒
軸内に固化材を供給して前記交差部から固化材を吐出す
るようにすれば、交差部は下向きであるため固化材は常
に下方へ吐出され、しかも吐出量は中心軸方向にほぼ均
一になる。
In order to achieve such an object, a ground improvement machine according to the present invention has a rotatable drive shaft horizontally mounted with a pair of drive sprockets mounted on the upper part of a machine frame. A double cylindrical support shaft portion is horizontally provided on the lower part of the frame by a non-rotatable fixed cylinder shaft and a rotatable rotary cylinder shaft, and a pair of driven sprockets are mounted on the outer circumference of the rotary cylinder shaft, and the above-mentioned upper and lower sprockets A chain with stirring blades attached is wound between them, and a fixed slit groove parallel to the central axis is formed between both ends of the lower surface on the outer peripheral surface of the fixed cylindrical shaft. Has a desired shape between both ends and has a continuous or discontinuous rotary slit groove that always intersects with the fixed slit groove at one place, and the solidifying material supplied into the fixed cylinder shaft intersects both slit grooves. It is configured to discharge downward from the part. In this ground improvement machine, since the intersection of the rotary slit groove moves in the central axis direction due to the movement of the rotary slit groove due to the rotation of the rotary tubular shaft, the solidifying material is supplied into the fixed tubular shaft. If the solidified material is discharged from the intersection, the solidified material is always discharged downward because the intersection is downward, and the discharge amount is substantially uniform in the central axis direction.

【0007】また、機枠の上部に一対の駆動スプロケッ
トを装着した回転自在な駆動軸を水平に軸装し、該機枠
の下部に固定筒軸を水平に装着すると共に該固定筒軸に
その外周に一対の従動スプロケットを装着した回転筒軸
を被着し、前記各上下スプロケット間にそれぞれ攪拌翼
を取着したチェンを巻装し、前記固定筒軸には一端側に
固化材圧送管を接続すると共に、下面側の適宜位置に吐
出口を設け、また、回転筒軸には先端開口が順に逆向き
となり、かつ基端開口が吐出口と合致したとき連通する
噴射誘導管を放射状かつ等間隔に複数本取着し、一方、
前記各チェンには噴射誘導管の回転方向側に位置してそ
の先端開口と合致する水平な誘導板を列設して構成す
る。この地盤改良機械にあっては、噴射誘導管の基端開
口が固定筒軸の吐出口と合致すると、固定筒軸内の固化
材が吐出口を介して噴射誘導管に入り、これと同時に噴
射誘導管の先端開口の回転方向側に誘導板が位置して、
噴射誘導管の先端開口から噴出する固化材は誘導板に受
け止められて排出され、この際に誘導板が土壌を押し分
けつつ回転し、しかも噴射誘導管の先端開口が順に逆向
きとなっているので固化材が左右側へ交互に噴射され、
地盤と固化材との均質な混合がなされる。
Further, a rotatable drive shaft having a pair of drive sprockets is horizontally mounted on the upper part of the machine frame, and a fixed cylinder shaft is horizontally mounted on the lower part of the machine frame and the fixed cylinder shaft is mounted on the fixed cylinder shaft. A rotary cylinder shaft having a pair of driven sprockets mounted on the outer circumference is attached, and a chain having stirring blades is wound between the upper and lower sprockets, and a solidified material pressure-feeding pipe is attached to one end of the fixed cylinder shaft. In addition to connecting, the discharge port is provided at an appropriate position on the lower surface side, and the tip end opening is sequentially reversed in the rotating cylinder shaft, and the injection guide pipe communicating when the base end opening matches the discharge port is radial and the like. Attach multiple pieces at intervals, while
Each of the chains is provided with a horizontal guide plate which is located on the rotation direction side of the injection guide tube and which is aligned with the tip opening of the injection guide tube. In this ground improvement machine, when the base end opening of the injection guide pipe matches the discharge port of the fixed cylinder shaft, the solidified material in the fixed cylinder shaft enters the injection guide pipe through the discharge port, and at the same time, the injection is performed. The guide plate is located on the rotation direction side of the tip opening of the guide tube,
The solidified material ejected from the tip opening of the injection guide tube is received by the guide plate and discharged, and at this time, the guide plate rotates while pushing the soil separately, and the tip opening of the injection guide tube is reversed in order. Solidified material is jetted alternately to the left and right sides,
A homogeneous mixture of the ground and the solidified material is made.

【0008】また、後者の地盤改良機械にあっては、前
記各誘導板を噴射誘導管の回転に伴なって噴射誘導管の
先端開口が誘導板の前面に近接する位置でチェンに配置
することにより噴射誘導管の先端から噴出させる固化材
を誘導板が通過した瞬間にできる空隙に噴出させるよう
にする。そして、噴射誘導管を2本取着した場合は、下
向き180度の範囲で左右交互の方向に均等に固化材を
噴射でき、さらに、粉粒状の固化材を空気圧送により供
給することが可能になる。
Further, in the latter ground improvement machine, each of the guide plates is arranged in the chain at a position where the tip opening of the injection guide pipe is close to the front face of the guide plate as the injection guide pipe rotates. Thus, the solidified material ejected from the tip of the injection guide tube is ejected into the void formed at the moment when the guide plate passes. When two injection guide tubes are attached, the solidified material can be evenly sprayed in the left-right alternate direction within a range of 180 degrees downward, and further, the powdered granular solidified material can be supplied by pneumatic feeding. Become.

【0009】また、両チェンに直交状に跨がらせて板状
の攪拌翼台を列設して各攪拌翼台の前面に相互に位置を
ずらせて数個の攪拌翼を取着して構成することで、複数
の攪拌翼台の巾方向全体で均一に地盤を掘削すると共
に、土壌と固化材の均質な攪拌,混合がなされる。
Further, a plate-shaped stirring blade base is arranged in a row across both chains in an orthogonal manner, and several stirring blades are attached to the front surfaces of the respective stirring blade bases so as to be displaced from each other. By doing so, the ground is excavated uniformly in the entire width direction of the plurality of stirring blades, and the soil and the solidifying material are uniformly stirred and mixed.

【0010】[0010]

【発明の実施の形態】以下に本発明に係わる地盤改良機
械の第1実施の形態を図面と共に説明する。図1は地盤
を掘削しつつ固化材と共に攪拌混合する地盤改良機械を
示す。1は自走可能なバックホー(ベースマシン)であ
り、該バックホー1から可動自在のアーム2が延出さ
れ、該アーム2の先端に地盤中に下降して地盤を掘削し
つかつ攪拌する地盤改良機械3が取着されている。な
お、固化材は粉状のセメント又はミルクいずれでもよ
い。
BEST MODE FOR CARRYING OUT THE INVENTION A first embodiment of a ground improvement machine according to the present invention will be described below with reference to the drawings. FIG. 1 shows a ground improvement machine for excavating the ground while stirring and mixing it with a solidifying material. Reference numeral 1 is a self-propelled backhoe (base machine), a movable arm 2 is extended from the backhoe 1, and the ground is improved by excavating and stirring the ground by descending into the ground at the tip of the arm 2. Machine 3 is installed. The solidifying material may be powdery cement or milk.

【0011】地盤改良機械3は前記アーム2の先端に機
枠4が固着されており、その両側板4a,4b間の上部
に回転軸である駆動軸5が水平に軸架されている。6は
一方の側板4aの外側に装着され前記駆動軸5を回転駆
動させる可逆転駆動モータである。また、前記駆動軸5
には一対の駆動スプロケット7,7が設けられている。
前記両側板4a,4bの下部に上下一対の横杆8,8が
架設され、これらの横杆8,8から前記一対の駆動スプ
ロケット7,7と対応位置させて一対の支持枠9,9が
垂下される。そして、該支持枠9,9の下端部に取着し
た二又状の支持脚10,10間に図2に示すように回転
不能な固定筒軸11が設けられ、該固定筒軸11に回転
可能な回転筒軸12が設けられる。この回転筒軸12は
前記支持脚10,10の各外側下端10a,10aに取
り付けられた軸受13,13に軸支され、該回転筒軸1
2の両端部に前記駆動スプロケット7,7に対向させて
従動スプロケット14,14が設けられている。前記固
定筒軸11は回転筒軸12との間に隙間Sを設けて回転
筒軸12に嵌着され、前記支持脚10,10の各内側下
端10b,10bに回転不能に固着されている。
In the ground improvement machine 3, a machine frame 4 is fixed to the tip of the arm 2, and a drive shaft 5 as a rotary shaft is horizontally mounted above the both side plates 4a and 4b. Reference numeral 6 denotes a reversible drive motor which is mounted on the outside of one side plate 4a and drives the drive shaft 5 to rotate. Further, the drive shaft 5
Is provided with a pair of drive sprockets 7, 7.
A pair of upper and lower horizontal rods 8 and 8 are installed below the side plates 4a and 4b, and a pair of support frames 9 and 9 are formed from these horizontal rods 8 and 8 in positions corresponding to the pair of drive sprockets 7 and 7. Be drooped. A non-rotatable fixed cylinder shaft 11 is provided between the bifurcated support legs 10 and 10 attached to the lower ends of the support frames 9 and 9, and the fixed cylinder shaft 11 rotates. A rotatable cylinder shaft 12 is provided. The rotary cylinder shaft 12 is rotatably supported by bearings 13, 13 attached to the outer lower ends 10a, 10a of the support legs 10, 10, respectively.
Driven sprockets 14, 14 are provided at both ends of the shaft 2 so as to face the drive sprockets 7, 7. The fixed cylinder shaft 11 is fitted to the rotary cylinder shaft 12 with a gap S provided between the fixed cylinder shaft 11 and the rotary cylinder shaft 12, and is fixed to the inner lower ends 10b and 10b of the support legs 10 and 10 so as not to rotate.

【0012】前記一対の駆動スプロケット7,7と従動
スプロケット14,14間に無端状のチェン15,15
が巻装され、該各チェン15,15の外周面に地盤を掘
削して攪拌するための攪拌翼16a,16bが複数列設
される。これらの攪拌翼16a,16bは横巾の広い攪
拌翼16aと、該攪拌翼16aより横巾の狭い攪拌翼1
6bとが交互に配置されて、地盤の攪拌混合を効率よく
行なわせるようにしている。
An endless chain 15, 15 is provided between the pair of drive sprockets 7, 7 and driven sprockets 14, 14.
A plurality of stirring blades 16a, 16b for excavating the ground and stirring the ground are provided in a plurality of rows on the outer peripheral surface of each of the chains 15, 15. The stirring blades 16a and 16b are a stirring blade 16a having a wide width and a stirring blade 1 having a width narrower than the stirring blade 16a.
6b are alternately arranged so that the ground can be efficiently stirred and mixed.

【0013】17は地盤改良機械3に沿うように一体的
に設けられて固化材を供給するための固化材圧送管であ
り、該固化材圧送管17はスィベル装置18を介して前
記回転筒軸12の一側端に連通状に接続され、回転筒軸
12を回転自在としている。また、回転筒軸12の外周
面には図3及び図5に示すようにその両側端部間に中空
内部19と連通するらせん状の回転スリット溝20が開
設されている。該回転スリット溝20は回転筒軸12の
両側端間でほぼ一周するように連続して形成されてい
る。また、前記固定筒軸11の外周面には図4及び図6
に示すように下面両側端部間に中心軸と平行に直線状の
固定スリット溝21が開設される。この固定スリット溝
21と前記回転スリット溝20とは常に一個所で交差
し、しかも、回転筒軸12の回転に伴ないその交差部2
2が中心軸線方向に移動する。
Reference numeral 17 is a solidifying material pressure-feeding pipe which is integrally provided along the ground improvement machine 3 and supplies the solidifying material. The solidifying material pressure-feeding pipe 17 is provided with a swivel device 18 to rotate the rotary cylinder shaft. 12 is connected to one end of 12 in a communicating manner to allow the rotary cylinder shaft 12 to rotate. Further, as shown in FIGS. 3 and 5, a spiral rotary slit groove 20 communicating with the hollow interior 19 is provided between both end portions of the outer peripheral surface of the rotary cylindrical shaft 12. The rotary slit groove 20 is formed continuously so as to make a complete circle between both ends of the rotary cylinder shaft 12. 4 and 6 are provided on the outer peripheral surface of the fixed cylinder shaft 11.
As shown in, a linear fixed slit groove 21 is formed between both end portions of the lower surface in parallel with the central axis. The fixed slit groove 21 and the rotary slit groove 20 always intersect at one place, and further, the intersecting portion 2 with the rotation of the rotary cylinder shaft 12.
2 moves in the direction of the central axis.

【0014】前記固定筒軸11の両端部は封止部材2
3,23によりシールされ、また、該固定筒軸11の外
周面に前記隙間Sと連なる空気供給管24が取着され
る。そして、稼動中に空気供給管24から隙間S内に圧
縮空気を供給し、固定スリット溝21から常に空気が一
定の圧力で噴出されるようにする。これは固定スリット
溝21,さらには隙間S内に土が侵入して回転筒軸12
の回転や交差部22からの固化材の吐出に支障をきたさ
ないようにするためである。
Both ends of the fixed cylinder shaft 11 are sealed members 2
An air supply pipe 24 is attached to the outer peripheral surface of the fixed cylinder shaft 11 and is continuous with the gap S. Then, during operation, compressed air is supplied from the air supply pipe 24 into the gap S so that the air is constantly ejected from the fixed slit groove 21 at a constant pressure. This is because the soil penetrates into the fixed slit groove 21 and further into the gap S, and the rotating cylinder shaft 12
This is for the purpose of not hindering the rotation and the discharge of the solidified material from the intersecting portion 22.

【0015】このように構成した地盤改良機械の作用を
説明する。チェン15,15を図1矢示方向に回動させ
て地盤改良機械3を掘削しながら地盤中に深く下降さ
せ、固化材圧送管17から固化材を供給し、さらに該固
化材も回転筒軸12の回転スリット溝20と固定筒軸1
2の固定スリット溝21との交差部22から吐出させつ
つ地盤を掘削し、固化材と攪拌混合させる。固化材は常
に下向きに吐出され、しかも交差部22の移動と共にほ
ぼ一定量が均等に吐出されることにより、固化材が地盤
中へ偏りなく散在して均質に地盤改良がなされる。ま
た、地盤改良機械3を地盤上方に引き上げた状態でも、
固化材が交差部22から下方へ吐出されるので、特にセ
メント等粉状の場合は周囲に飛散することが少なく、供
給ロスが減少されると共に粉塵による公害も防止され
る。
The operation of the ground improvement machine configured as described above will be described. Rotating the chains 15, 15 in the direction of the arrow in FIG. 1 to lower the ground deeply into the ground while excavating the ground improvement machine 3, supplying the solidified material from the solidified material pressure-feeding pipe 17, and further rotating the solidified material as a rotary cylinder shaft. 12 rotary slit grooves 20 and fixed cylinder shaft 1
The ground is excavated while being discharged from the intersection 22 with the second fixed slit groove 21, and the mixture is stirred and mixed with the solidifying material. The solidifying material is always discharged downward, and a substantially constant amount is uniformly discharged as the intersecting portion 22 moves, so that the solidifying material is dispersed evenly in the ground and the ground is improved uniformly. In addition, even when the ground improvement machine 3 is pulled up above the ground,
Since the solidifying material is discharged downward from the intersecting portion 22, especially in the case of powder such as cement, it is less likely to scatter around, the supply loss is reduced, and pollution due to dust is also prevented.

【0016】図7乃至図9に示したものは他の実施の形
態に係るもので、固定筒軸11の下側に設けられる固定
スリット溝21aを螺旋状の回転スリット溝20とは逆
方向に巻かれるようわずかに螺旋状に設けたものであ
る。このように固定スリット溝21aを螺旋状に形成す
ることにより、図8に示すよう固定筒軸11外周面の法
線方向に所望の角度αを持たせて広く固化材を吐出でき
る。また、その角度を変えることによって吐出したい方
向が自由に選べる。
7 to 9 relate to another embodiment, in which the fixed slit groove 21a provided on the lower side of the fixed cylinder shaft 11 is arranged in the direction opposite to the spiral rotary slit groove 20. As shown in FIG. It is provided in a slightly spiral shape so that it can be wound. By thus forming the fixed slit groove 21a in a spiral shape, the solidified material can be widely discharged with a desired angle α in the normal direction of the outer peripheral surface of the fixed cylindrical shaft 11 as shown in FIG. Also, by changing the angle, you can freely select the direction you want to eject.

【0017】図10に示したものも他の実施の形態に係
るもので、回転筒軸12aの展開図を示す。この実施の
形態では回転スリット溝20a,20aを不連続かつ方
向を変えて形成しており、このようにすることにより回
転筒軸12aの強度を高めるとができる。また、固定筒
軸11には左右両側と下面真下にそれぞれ固定スリット
溝21b,21b,21bが開設されており(図中Aが
固定筒軸11の上面上端位置を示す。)、このように少
くとも中央より下側に複数の固定スリット溝21b,2
1b,21bを設けることによって固定筒軸12の強度
アップが図られ、しかも固定スリット溝21b,21
b,21bの位置を成形時に変えることによって噴射の
範囲及び噴射の方向を自由に変えられ、作業の能率向上
にも寄与する。
The one shown in FIG. 10 is also related to another embodiment, and is a developed view of the rotary cylinder shaft 12a. In this embodiment, the rotary slit grooves 20a, 20a are formed discontinuously and in different directions, and by doing so, the strength of the rotary cylinder shaft 12a can be increased. Further, the fixed cylindrical shaft 11 has fixed slit grooves 21b, 21b, 21b formed on both the right and left sides and directly below the lower surface (A in the drawing indicates the upper end position of the upper surface of the fixed cylindrical shaft 11), and thus the number is small. Both have a plurality of fixed slit grooves 21b, 2 below the center.
By providing 1b and 21b, the strength of the fixed cylindrical shaft 12 can be increased and the fixed slit grooves 21b and 21b can be formed.
By changing the positions of b and 21b at the time of molding, the injection range and the injection direction can be freely changed, which also contributes to the improvement of work efficiency.

【0018】図11も他の実施の形態を示すもので、こ
の実施の形態は外側に回転筒軸12X、内側に固定筒軸
11Xを配置した構成からなる。すなわち、一対の支持
枠25,25の先端に固定筒軸11Xが回転不能に横架
され、その一端側に固化材を供給するための固化材圧送
管17Xが接続されている。回転筒軸12Xの両端にそ
れぞれ従動スプロケット14X,14Xが固着される。
26,26は固定筒軸11Xと回転筒軸12X及び従動
スプロケット14Xと支持枠25間に介在するベアリン
グであり、これにより従動スプロケット14X,14X
と回転筒軸12Xを回転可能としている。
FIG. 11 also shows another embodiment, in which this embodiment has a structure in which a rotary cylinder shaft 12X is arranged outside and a fixed cylinder shaft 11X is arranged inside. That is, the fixed cylindrical shaft 11X is non-rotatably provided horizontally at the tips of the pair of support frames 25, 25, and the solidified material pressure feed pipe 17X for supplying the solidified material is connected to one end side thereof. The driven sprockets 14X and 14X are fixed to both ends of the rotary cylinder shaft 12X, respectively.
Reference numerals 26 and 26 denote bearings interposed between the fixed cylinder shaft 11X, the rotary cylinder shaft 12X, the driven sprocket 14X and the support frame 25, whereby the driven sprockets 14X and 14X are provided.
The rotary cylinder shaft 12X is rotatable.

【0019】この実施の形態においても、回転筒軸12
Xと固定筒軸11Xとの間には隙間SXが形成され、空
気供給管24Xを固定筒軸11X内に挿入し、該空気供
給管24Xの先端を隙間SXと連通して固定筒軸11X
に開設される通孔27に接続している。また、固定筒軸
11Xの外周面に下面両側端部に亘って直線状の固定ス
リット溝21Xが開設され、回転筒軸12Xの外周面に
は両側端部に亘って螺旋状の回転スリット溝20Xが開
設される。該回転スリット溝20Xにはその回転方向の
前側縁に沿って一定高さの突条28を設けている。これ
は、地盤中で回転筒軸12Xの回転に伴い突条28がそ
の分土を押し退けるので、回転スリット溝20Xの出口
部付近に空間ができ、固化材の吐出を良好に行うことが
できる。なお、前記従動スプロケット14X,14Xに
は攪拌翼16Xが列設されたチエン15X,15Xが巻
装される。また、この実施の形態においては、前記実施
の形態のようにスイベル装置18を使用する必要がない
ので、その分機械が簡素化でき地盤中の土壌の抵抗を軽
減できる。
Also in this embodiment, the rotary cylinder shaft 12
A gap SX is formed between X and the fixed cylinder shaft 11X, the air supply pipe 24X is inserted into the fixed cylinder shaft 11X, and the tip of the air supply pipe 24X communicates with the gap SX and the fixed cylinder shaft 11X.
It is connected to the through hole 27 opened in. Further, linear fixed slit grooves 21X are formed on the outer peripheral surface of the fixed cylindrical shaft 11X over both side ends of the lower surface, and a spiral rotary slit groove 20X is formed on the outer peripheral surface of the rotary cylindrical shaft 12X over both side ends. Is opened. The rotary slit groove 20X is provided with a protrusion 28 having a constant height along the front side edge in the rotation direction. This is because the ridge 28 pushes away the soil by the rotation of the rotary cylinder shaft 12X in the ground, so that there is a space near the outlet of the rotary slit groove 20X, and the solidifying material can be discharged well. The driven sprockets 14X and 14X are wound with chains 15X and 15X in which stirring blades 16X are arranged. Further, in this embodiment, since it is not necessary to use the swivel device 18 as in the above-described embodiment, the machine can be simplified and the resistance of the soil in the ground can be reduced accordingly.

【0020】以上説明した回転筒軸12,12a,12
Xの回転スリット溝20,20a,20Xはそれらの形
状に限定されるものではなく、固定スリット溝21,2
1a,21Xと1個所で交差するようなものであれば他
の形状でも良く、固定スリット溝21,21a,21X
が下面の両側端部に亘って形成されていれば、固定筒軸
11,11Xが回転筒軸12,12a,12Xの内側で
も外側でもいずれでも同等の効果が得られる。
The rotating cylinder shafts 12, 12a, 12 described above
The rotary slit grooves 20, 20a, 20X of X are not limited to those shapes, and the fixed slit grooves 21, 2
Other shapes may be used as long as they intersect with 1a, 21X at one place, and fixed slit grooves 21, 21a, 21X
Is formed over both end portions of the lower surface, the same effect can be obtained whether the fixed cylinder shafts 11 and 11X are inside or outside the rotary cylinder shafts 12 12a and 12X.

【0021】図12ないし図15に示した地盤改良機械
は第2実施の形態に係わるものであり、符号1から15
を付したものは第1実施の形態とほぼ同一に構成されて
いるため説明を省略する。ただ回転筒軸12は固定筒軸
11の内側でなく外側に設けられる。そして、チェン1
5,15の外周面に該各チェン15,15に板状の攪拌
翼台29と樋状の誘導板30とが直交して跨がらせ、か
つ等間隔に複数列設されるが、攪拌翼台29は2枚続け
て2個ずつ設けられ、また誘導板30は1個ずつがそれ
ぞれ等間隔に設けられる。そして、各攪拌翼台29の前
面両側に攪拌翼16,16が取着される。なお、前記誘
導板30は樋状のものに限らず平板状または断面く形状
のものなどであっても良い。
The ground improvement machine shown in FIGS. 12 to 15 relates to the second embodiment, and is designated by reference numerals 1 to 15.
The components marked with are substantially the same as those in the first embodiment, and thus the description thereof is omitted. However, the rotary cylinder shaft 12 is provided outside the fixed cylinder shaft 11, not inside. And Chen 1
A plate-shaped stirring blade base 29 and a gutter-shaped guide plate 30 are provided on the outer peripheral surfaces of the chains 15 and 15 so as to cross each other at right angles, and a plurality of rows are provided at equal intervals. Two bases 29 are provided in succession, and one guide plate 30 is provided at equal intervals. Then, the stirring blades 16, 16 are attached to both front surfaces of each stirring blade base 29. The guide plate 30 is not limited to a gutter-shaped member, but may be a flat plate-shaped member or a cross-shaped member.

【0022】支持枠9,9の下端の両側板4c,4d間
に固定筒軸11が軸架される。該固定筒軸11の一端側
に固化材圧送管17が接続され、他方端には栓体31が
嵌着され閉塞させている。そして、該固定筒軸11の中
央部分の下半部に180度開いた吐出口32が設けられ
ている。回転筒軸12は両端部を軸受33,33で支持
させた三重管12a,12b,12cよりなり、内管1
2aには左右に位置を違え、さらに180度向きを違え
て導出口34a,34bが開設される。また、中管12
bに前記各導出口34a,34bに連通するように噴射
誘導管35a,35bを貫通支持させる。これらの噴射
誘導管35a,35bの先端は互いに左右側へ180度
向きを違えて屈曲され、先端開口36a,36bを互い
に左向き又は右向きとしている。また、外管12cで噴
射誘導管35a,35bをサポートさせるようにしてい
る。前記内管12aの各導出口34a,34bは前記吐
出口32と合致したときのみ連通するようになってい
る。
A fixed cylinder shaft 11 is mounted between both side plates 4c and 4d at the lower ends of the support frames 9 and 9. A solidified material pressure-feeding pipe 17 is connected to one end of the fixed cylinder shaft 11, and a plug 31 is fitted and closed at the other end. A discharge port 32 opened 180 degrees is provided in the lower half of the central portion of the fixed cylinder shaft 11. The rotary cylinder shaft 12 is composed of triple pipes 12a, 12b, 12c whose both ends are supported by bearings 33, 33.
The outlets 34a and 34b are opened in 2a by changing the position on the left and right and further by changing the direction by 180 degrees. Also, the middle tube 12
The injection guide pipes 35a and 35b are penetrated and supported by b so as to communicate with the respective outlets 34a and 34b. The tip ends of these injection guide tubes 35a, 35b are bent to the left and right sides in different directions by 180 degrees, and the tip openings 36a, 36b are oriented leftward or rightward. Further, the outer pipe 12c supports the injection guide pipes 35a and 35b. The outlets 34a and 34b of the inner pipe 12a are communicated with each other only when they coincide with the outlet 32.

【0023】このように構成される地盤改良機械の作用
を説明する。チェン15,15を図12矢示方向に回動
させて地盤改良機械3を各攪拌翼16で掘削しながら地
盤中に下降させつつ固化材圧送管17から固化材を供給
する。固化材圧送管17から固定筒軸11に供給された
固化材は該固定筒軸11の吐出口32に回転する内管1
2aのいずれかの導出口34a,34bが合致して連通
している間のみ噴射誘導管35a,35bに入り、その
先端開口36a,36bから誘導板30にガイドされて
噴出する。
The operation of the ground improvement machine configured as described above will be described. The chains 15 and 15 are rotated in the direction shown by the arrow in FIG. 12, while the ground improvement machine 3 is being excavated by the stirring blades 16 while being lowered into the ground, the solidification material is fed from the solidification material feed pipe 17. The solidified material supplied from the solidified material pressure-feeding pipe 17 to the fixed cylindrical shaft 11 rotates to the discharge port 32 of the fixed cylindrical shaft 11.
The injection guide pipes 35a, 35b enter the injection guide pipes 35a, 35b only while any of the outlet ports 34a, 34b of 2a are in communication with each other, and are ejected while being guided by the guide plate 30 through the tip openings 36a, 36b.

【0024】固化材の噴出する範囲は図15に示すよう
に従動スプロケット14,14に同期して回転する回転
筒軸12の内管12aに設けた導出口34a,34bが
固定筒軸11に下向きに設けた吐出口32に連通してい
る間、つまり、噴射誘導管35a,35bが水平位置よ
り下方に180度回転する間、いずれかの噴射誘導管3
5a,35bから交互に継続して噴射すると共に、先端
開口36a,36bの向きによって左方向または右方向
に交互に切り換えて噴射され、さらに誘導板30にガイ
ドされて地盤中へ平等に供給される。
As shown in FIG. 15, the range in which the solidified material is ejected is such that the outlets 34a and 34b provided in the inner tube 12a of the rotary cylinder shaft 12 rotating in synchronization with the driven sprockets 14 and 14 are directed downwards toward the fixed cylinder shaft 11. Any one of the injection guide pipes 3 while communicating with the discharge port 32 provided in, that is, while the injection guide pipes 35a and 35b rotate 180 degrees below the horizontal position.
5a and 35b are alternately and continuously injected, and are alternately switched to the left or right depending on the direction of the tip openings 36a and 36b, and are further injected into the ground by being guided by the guide plate 30. .

【0025】しかも、固化材は噴射誘導管35a,35
bが何れも水平位置より下方に回転する範囲しか噴射し
ないから、地盤改良機械3を地上に引き上げるのに伴
い、固定筒軸11が地表に出たとき、固化材がセメント
のように粉体であっても粉塵が周囲に飛散することは少
なく、固化材の供給ロスが減少し粉塵公害を起こすこと
は殆んどない。また、内管12aに設ける導出口34
a,34bを同一軸線上に設け、中管12bに貫通支持
させる噴射誘導管35a,35bは導出口34a,34
bに連通するように向きを違えて設けるようにしてもよ
い。なお、この実施の形態では噴射誘導管35a,35
bを2本使ったが、3本又は4本を等間隔に配置するよ
うにしてもよい。
Moreover, the solidifying material is the injection guide tubes 35a, 35.
Since b only injects only in the range that rotates downward from the horizontal position, when the fixed cylinder shaft 11 comes out to the surface as the ground improvement machine 3 is pulled up to the ground, the solidifying material is powder like cement. Even if there is, dust is rarely scattered around, and the supply loss of the solidifying material is reduced, and dust pollution is hardly caused. In addition, the outlet 34 provided in the inner pipe 12a
a and 34b are provided on the same axis, and injection guide pipes 35a and 35b for penetrating and supporting the middle pipe 12b are outlet ports 34a and 34b.
You may make it provide in a different direction so that it may communicate with b. In this embodiment, the injection guide tubes 35a, 35a
Although two b's are used, three or four b's may be arranged at equal intervals.

【0026】また、チェン15,15に直交して跨がら
せる各誘導板30を、各噴射誘導管35a,35bの回
転に伴い常に噴射誘導管35a,35bの先端開口36
a,36bの前面に近接して位置するように位置を調節
してチェン15,15に取着し、誘導板30が通過した
瞬間にできる空隙に固化材が噴出するようにする。この
ようにすることで固化材を先端開口36a,36bの左
右の向きに応じて誘導板30に分散した状態で地盤中へ
供給し、回転してくる各攪拌翼16によつて地盤に均質
に攪拌混合させることができる。
In addition, the guide plates 30 that extend in a direction orthogonal to the chains 15 and 15 are always provided with the tip openings 36 of the injection guide pipes 35a and 35b as the injection guide pipes 35a and 35b rotate.
The positions are adjusted so that they are located close to the front surfaces of a and 36b, and they are attached to the chains 15 and 15 so that the solidifying material is ejected into the gap formed at the moment when the guide plate 30 passes. By doing so, the solidifying material is supplied to the ground in a state of being dispersed in the guide plate 30 according to the left and right directions of the tip openings 36a and 36b, and is uniformly distributed to the ground by the rotating stirring blades 16. It can be mixed by stirring.

【0027】さらに、各攪拌翼台29の前面に取着する
攪拌翼16の取付位置を図16にその一部を示すように
隣接する各攪拌翼台29で攪拌翼台29の巾方向一杯に
位置をずらせて取着する。なお、図16では隣接する3
枚の攪拌翼台29を一組として、1枚目には中央位置に
1個,3枚目には左右両端位置にそれぞれ1個,2枚目
には1枚目と3枚目に取着した各攪拌翼16の中間に位
置するように1個ずつ配置することにより、3枚の攪拌
翼台29を一単位にして攪拌翼台29の巾方向一杯に攪
拌翼16ほ均等に取着している。このように複数の攪拌
翼台29ごとに位置を違えて配置した各攪拌翼16が順
次回転することで地盤を残すことなく掘削し、かつ地盤
と固化材を均質に攪拌混合することを継続することがで
きる。しかも、各攪拌翼台29に加わる負荷も少なくて
済む。なお、第1・2実施の形態に係る地盤改良機械は
バックホー以外に泥止車などに架装備することもでき
る。
Further, the mounting position of the stirring blades 16 attached to the front surface of each stirring blade base 29 is set so that the adjoining stirring blade bases 29 fully fill the width direction of the stirring blade bases 29 as shown in FIG. Attach them by shifting the position. In addition, in FIG.
One set of stirring blades 29 is attached to the first one at the center position, the third one to the left and right end positions, the second to the first and third. By arranging one stirring blade 16 so as to be located in the middle of each stirring blade 16, the three stirring blades 29 are set as one unit, and the stirring blades 16 are evenly attached to the entire width of the stirring blades 29. ing. In this way, the stirring blades 16 arranged at different positions for each of the plurality of stirring blades 29 sequentially rotate to excavate without leaving the ground, and to continue stirring and mixing the ground and the solidifying material uniformly. be able to. Moreover, the load applied to each stirring blade 29 can be reduced. The ground improvement machine according to the first and second embodiments can be mounted on a mud stop or the like in addition to the backhoe.

【0028】[0028]

【発明の効果】以上各実施の形態について詳述したよう
に本発明に係わる地盤改良機械は、チェンが上下方向に
回動する動作と共に移動する多数の攪拌翼によって地盤
を深く掘削すると共に、掘削した地盤と、常に下向きに
かつ左右方向に均等に吐出供給される固化材とが偏りな
く均一に攪拌混合して地盤の改良が均質に行なえる。ま
た、固化材が常に下向きに吐出されることにより、地盤
上に引き上げられた状態でも固化材を周囲に飛散させる
ことが少なく、これにより供給ロスが減少し、さらには
粉塵による公害も防止される効果をも有する。
As described above in detail with respect to each of the embodiments, the ground improvement machine according to the present invention excavates the ground deeply by a large number of stirring blades that move as the chain vertically moves. The ground and the solidifying material which is always discharged downward and evenly in the left-right direction are uniformly stirred and mixed, and the ground can be improved uniformly. Further, the solidified material is constantly discharged downward, so that the solidified material is less likely to be scattered around even when the solidified material is pulled up on the ground, which reduces supply loss and also prevents pollution by dust. It also has an effect.

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

【図1】請求項1に対応する実施の形態に係わる地盤改
良機械の斜視図。
FIG. 1 is a perspective view of a ground improvement machine according to an embodiment corresponding to claim 1. FIG.

【図2】同要部正面断面図。FIG. 2 is a front sectional view of the same main part.

【図3】図2のX−X線断面図。FIG. 3 is a sectional view taken along line XX of FIG. 2;

【図4】同底面図。FIG. 4 is a bottom view of the same.

【図5】同回転筒軸の展開図。FIG. 5 is a development view of the rotary cylinder shaft.

【図6】同固定筒軸の展開図。FIG. 6 is a development view of the fixed cylinder shaft.

【図7】同他の実施の形態に係る要部の底面図。FIG. 7 is a bottom view of a main part according to the other embodiment.

【図8】同側面断面図。FIG. 8 is a side sectional view of the same.

【図9】同固定筒軸の展開図。FIG. 9 is a development view of the fixed cylinder shaft.

【図10】他の実施の形態に係る回転筒軸の展開図。FIG. 10 is a development view of a rotary cylinder shaft according to another embodiment.

【図11】他の実施の形態に係る地盤改良機械の要部の
平面断面図。
FIG. 11 is a plan sectional view of a main part of a ground improvement machine according to another embodiment.

【図12】請求項2に対応する実施の形態に係わる地盤
改良機械の斜視図。
FIG. 12 is a perspective view of a ground improvement machine according to an embodiment corresponding to claim 2.

【図13】同要部平面断面図。FIG. 13 is a plan sectional view of the same main part.

【図14】同要部平面断面図。FIG. 14 is a plan sectional view of the same main part.

【図15】同要部側面断面図。FIG. 15 is a side sectional view of the same main part.

【図16】請求項4に対応する実施の形態に係わる攪拌
翼の配置を説明する要部正面図。
FIG. 16 is a front view of the main parts for explaining the arrangement of the stirring blades according to the embodiment corresponding to claim 4.

【図17】従来の地盤改良機械の要部正面図。FIG. 17 is a front view of a main part of a conventional ground improvement machine.

【図18】従来の地盤改良機械の斜視図。FIG. 18 is a perspective view of a conventional ground improvement machine.

【符号の説明】[Explanation of symbols]

4 機枠 5 駆動軸 7,7 駆動スプロケット 11,11X 固定筒軸 12,12a,12X 回転筒軸 14,14X 従動スプロケット 15,15X チェン 16,16a,16b,16X 攪拌翼 17,17X 固化材圧送管 20,20a,20X 回転スリット溝 21,21a,21b,20X 固定スリット溝 22 交差部 29 攪拌翼台 30 誘導板 32 吐出口 35a,35b 噴射誘導管 36a,36b 先端開口 4 machine frame 5 drive shaft 7,7 drive sprocket 11,11X fixed cylinder shaft 12,12a, 12X rotary cylinder shaft 14,14X driven sprocket 15,15X chain 16,16a, 16b, 16X stirring blade 17,17X solidification material pressure feed pipe 20, 20a, 20X Rotating slit groove 21, 21a, 21b, 20X Fixed slit groove 22 Intersection portion 29 Stirring blade base 30 Guide plate 32 Discharge port 35a, 35b Injection guide pipe 36a, 36b Tip opening

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 機枠の上部に一対の駆動スプロケットを
装着した回転自在な駆動軸を水平に軸装し、機枠の下部
に回転不能な固定筒軸と回転可能な回転筒軸とにより二
重筒状の支軸部を水平に設け、回転筒軸の外周に一対の
従動スプロケットを装着し、前記各上下スプロケット間
にそれぞれ攪拌翼を取着したチェンを巻装してなり、前
記固定筒軸の外周面には下面両端部間に中心軸線と平行
な固定スリット溝を開設し、回転筒軸の外周面には両側
端部間に所望形状をなし、かつ常に固定スリット溝と一
個所で交差する連続又は不連続な回転スリット溝を開設
し、固定筒軸内に供給される固化材を両スリット溝の交
差部から下方へ吐出させるようにしたことを特徴とする
地盤改良機械。
1. A rotatable drive shaft having a pair of drive sprockets mounted on the upper part of a machine frame is horizontally mounted, and a fixed cylinder shaft that cannot rotate and a rotatable rotary shaft are provided on the lower part of the machine frame. A heavy-cylindrical support shaft is provided horizontally, a pair of driven sprockets are mounted on the outer periphery of the rotating cylinder shaft, and chains with agitating blades are mounted between the upper and lower sprockets. On the outer peripheral surface of the shaft, a fixed slit groove parallel to the central axis is provided between both ends of the lower surface, and on the outer peripheral surface of the rotary cylinder shaft, a desired shape is formed between both end portions, and the fixed slit groove is always provided at one place. A ground improvement machine characterized in that a continuous or discontinuous rotary slit groove is formed so that the solidified material supplied into the fixed cylinder shaft is discharged downward from the intersection of both slit grooves.
【請求項2】 機枠の上部に一対の駆動スプロケットを
装着した回転自在な駆動軸を水平に軸装し、該機枠の下
部に固定筒軸を水平に装着すると共に該固定筒軸の外周
に一対の従動スプロケットを装着した回転筒軸を被着
し、前記各上下スプロケット間にそれぞれ攪拌翼を取着
したチェンを巻装し、固定筒軸の下面側の適宜位置に吐
出口を設け、また回転筒軸には先端開口が順に逆向きと
なり、かつ基端開口が吐出口と合致したとき連通する噴
射誘導管を放射状かつ等間隔に複数本取着し、一方、前
記各チェンには噴射誘導管の回転方向の前側に位置して
その先端開口と合致する水平な誘導板を列設したことを
特徴とする地盤改良機械。
2. A rotatable drive shaft having a pair of drive sprockets mounted on the upper part of the machine frame is horizontally mounted, a fixed cylinder shaft is mounted horizontally on the lower part of the machine frame, and an outer periphery of the fixed cylinder shaft is mounted. A rotary cylinder shaft fitted with a pair of driven sprockets is attached to the chain, a chain having stirring blades is wound between the upper and lower sprockets, and a discharge port is provided at an appropriate position on the lower surface side of the fixed cylinder shaft. A plurality of injection guide pipes are attached to the rotary cylinder shaft in a radial direction at equal intervals, and the injection guide pipes communicating with each other when the front end openings are sequentially reversed and the base end openings match the discharge ports. A ground improvement machine characterized by arranging a horizontal guide plate which is located on the front side of the guide pipe in the rotating direction and which matches the tip opening of the guide pipe.
【請求項3】 誘導板を噴射誘導管の回転に伴なって噴
射誘導管の先端開口が誘導板の前面に近接して位置する
ようにチェンに配置し、噴射誘導管の先端開口から噴出
させる固化材を誘導板が通過した瞬間にできる空隙に噴
出させるようにした請求項2記載の地盤改良機械。
3. The guide plate is arranged in the chain so that the tip opening of the jet guide tube is positioned close to the front surface of the guide plate with the rotation of the jet guide tube, and the jet is ejected from the tip opening of the jet guide tube. The ground improvement machine according to claim 2, wherein the solidified material is jetted into a void formed at the moment when the guide plate passes.
【請求項4】 機枠の上部に一対の駆動スプロケットを
装着した回転自在な駆動軸を水平に軸装し、機枠の下部
に回転不能な固定筒軸と回転可能な回転筒軸とにより二
重筒状の支軸部を水平に設け、回転筒軸の外周に一対の
従動スプロケットを装着し、前記上下スプロケット間に
それぞれチェンを巻装し、これら両チェン間に直交状に
跨らせて板状の攪拌翼台を列設し、これらの各攪拌翼台
の前面に互いに位置をずらして数個の攪拌翼を取着する
ことにより、複数の攪拌翼台の巾方向全体で地盤を均一
に掘削攪拌できるようにしたことを特徴とする地盤改良
機械。
4. A rotatable drive shaft having a pair of drive sprockets mounted on the upper part of the machine frame is horizontally mounted, and a fixed cylindrical shaft that cannot rotate and a rotatable cylindrical shaft that are rotatable are provided on the lower part of the machine frame. A heavy-cylindrical support shaft is provided horizontally, a pair of driven sprockets are mounted on the outer circumference of the rotating cylinder shaft, and chains are respectively wound between the upper and lower sprockets, and the chains are spanned orthogonally between these chains. By arranging plate-shaped stirring blades in a row and installing several stirring blades on the front surface of each of these stirring blades by shifting their positions relative to each other, the ground is made uniform over the entire width direction of multiple stirring blades. A ground improvement machine characterized by being able to excavate and stir.
JP08457096A 1995-12-14 1996-03-12 Ground improvement machine Expired - Fee Related JP3645959B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08457096A JP3645959B2 (en) 1995-12-14 1996-03-12 Ground improvement machine

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
JP34802095 1995-12-14
JP7-348020 1996-01-10
JP2046496 1996-01-10
JP8-20464 1996-01-10
JP08457096A JP3645959B2 (en) 1995-12-14 1996-03-12 Ground improvement machine

Publications (2)

Publication Number Publication Date
JPH09250129A true JPH09250129A (en) 1997-09-22
JP3645959B2 JP3645959B2 (en) 2005-05-11

Family

ID=27283052

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08457096A Expired - Fee Related JP3645959B2 (en) 1995-12-14 1996-03-12 Ground improvement machine

Country Status (1)

Country Link
JP (1) JP3645959B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improver, shallow ground improvement system, construction method for improving shallow ground, and construction method for improving contaminated soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improver, shallow ground improvement system, construction method for improving shallow ground, and construction method for improving contaminated soil

Also Published As

Publication number Publication date
JP3645959B2 (en) 2005-05-11

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