Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2919209B2 - Soft ground improvement method and apparatus - Google Patents
[go: Go Back, main page]

JP2919209B2 - Soft ground improvement method and apparatus - Google Patents

Soft ground improvement method and apparatus

Info

Publication number
JP2919209B2
JP2919209B2 JP34263292A JP34263292A JP2919209B2 JP 2919209 B2 JP2919209 B2 JP 2919209B2 JP 34263292 A JP34263292 A JP 34263292A JP 34263292 A JP34263292 A JP 34263292A JP 2919209 B2 JP2919209 B2 JP 2919209B2
Authority
JP
Japan
Prior art keywords
arm
stirring blade
soft ground
ground improvement
horizontal axis
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.)
Expired - Lifetime
Application number
JP34263292A
Other languages
Japanese (ja)
Other versions
JPH06193043A (en
Inventor
正登志 芹田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP34263292A priority Critical patent/JP2919209B2/en
Publication of JPH06193043A publication Critical patent/JPH06193043A/en
Application granted granted Critical
Publication of JP2919209B2 publication Critical patent/JP2919209B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は軟弱地盤に固化材を注入
撹拌して該地盤を硬化改良する方法及びその装置に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for improving the hardening of a soft ground by injecting and stirring a solidified material into the soft ground.

【0002】[0002]

【従来の技術】従来、軟弱地盤は図5、図6に示すよう
に固化材を該地盤の上に盛上げ、これを回転中空ロッド
に設けた撹拌翼によって地盤中に撹拌しながら押込む方
法が用いられた。
2. Description of the Related Art Conventionally, as shown in FIG. 5 and FIG. 6, a method of building up a solidified material on a soft ground and squeezing the solidified material into the ground with stirring blades provided on a rotating hollow rod is used. Used.

【0003】上記の方法では遠心力のため撹拌翼の中心
部には固化材の混入が少くかつ混入深度が浅いばかりか
地表附近程固化度が大で深部まで固化させ難く、かつ固
化材が地表附近に集中するため地表が膨隆し(図6参
照)、その均し作業を必要とするという問題がある。
[0003] In the above method, due to the centrifugal force, the solidified material is little mixed into the center portion of the stirring blade and the mixing depth is not only shallow, but also the solidification degree is large near the surface and it is difficult to solidify to the deep part. There is a problem that the ground surface bulges due to the concentration in the vicinity (see FIG. 6), and a leveling operation is required.

【0004】[0004]

【発明が解決しようとする課題】本発明は固化材を深部
から地表まで均等に軟弱地盤内に撹拌混入し、地表から
深部まで均等な硬化層を形成し、かつ地表の盛上がりを
防止することを目的とする。
DISCLOSURE OF THE INVENTION The present invention aims at uniformly mixing a solidified material from a deep portion to the ground surface into soft ground to form a uniform hardened layer from the ground surface to the deep portion and to prevent the ground surface from rising. Aim.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
め本発明はクローラのアームの先端に着脱自在に設けら
れる固定フレームの下端部2股脚間に横軸が設けられ、
横軸の回りに撹拌翼を回転させてこれを軟弱地盤内に昇
降させ上記2股脚の上部に設けた開口部から固化材を
給し、上記撹拌翼の回転によって該地盤内に混入、上
記撹拌翼の上昇時に固化材を該撹拌翼の回転域内に均等
注入することを特徴とする軟弱地盤改良法クローラの
アームの先端に着脱自在に設けられる固定フレームの下
端部2股脚間に横軸が設けられ、該横軸の回りに回転す
る複数の撹拌翼が設けられ、上記フレームに配管した固
化材供給管の下端開口部を上記2股脚の上部に開口し
記撹拌翼の回転域に向けて設けてなる軟弱地盤改良装置
油圧モータによって上記撹拌翼を回転させる上記第2発
明記載の軟弱地盤改良装置アームがロングアームであっ
て、固定フレームが該アームの先端に着脱自在に設けら
れ、該フレームが垂杆の下端部に2股脚を設けたもので
ある上記第2又は第3発明記載の軟弱地盤改良装置によ
って構成される。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a crawler arm which is detachably provided at the tip of an arm thereof.
A horizontal axis is provided between the two forked legs at the lower end of the fixed frame,
The agitating blade is rotated around the horizontal axis, moved up and down in the soft ground, and solidified material is supplied from the opening provided at the upper part of the bifurcated leg.
And mixed into the ground by the rotation of the stirring blade, and when the stirring blade rises, the solidified material is evenly distributed within the rotation range of the stirring blade.
A horizontal axis is provided between the two forked lower ends of a fixed frame detachably provided at the tip of the arm of the crawler arm, the method comprising a plurality of agitators rotating about the horizontal axis. A soft ground improvement device having a blade provided with a lower end opening of a solidified material supply pipe piped to the frame opened to the upper part of the bifurcated leg and provided toward the rotation range of the stirring blade. The soft ground improvement device arm according to the second aspect of the present invention, wherein the stirring blade is rotated by a motor, is a long arm, a fixed frame is detachably provided at a tip of the arm, and the frame is attached to a lower end portion of the vertical rod by a two-arm. The soft ground improvement device according to the second or third aspect of the invention is provided with a crotch leg.

【0006】[0006]

【作用】本発明ではクローラ6のアーム7の先端に固定
フレーム8を設け、下端の2股脚8”、8”に設けた横
軸1の回りに撹拌翼2を回転させながら地表12から軟
弱地盤3内にこれを一定深度下降する。その後2股脚
8”、8”の上部に設けた固化材供給管10の下端開口
部10’、10’から固化材4を供給し撹拌翼2の回転
によってこれを回転域5に注入混合し、固定フレーム8
を上昇させ地表12まで上記注入混合を行い固化材4の
混合によって回転域5内を硬化改良することができる。
According to the present invention, a fixed frame 8 is provided at the tip of the arm 7 of the crawler 6, and the agitating blade 2 is rotated about the horizontal axis 1 provided at the lower fork leg 8 ", 8". It descends into the ground 3 at a certain depth. Thereafter, the solidifying material 4 is supplied from lower end openings 10 ′, 10 ′ of the solidifying material supply pipe 10 provided above the forked legs 8 ″, 8 ″. , Fixed frame 8
And the above-described pouring and mixing are performed up to the ground surface 12, and the inside of the rotation region 5 can be hardened and improved by mixing the solidified material 4.

【0007】回転域5内に注入された固化材4は撹拌翼
2の横軸1の回りの回転及び昇降摺動によって回転域5
内に均等に混合し遠心力の作用による混合むらは前後左
右方向及び上下方向に上記摺動によって均され、遠心力
を受けた固化材4は回転域5の外側に放出されて地表1
2を盛上げることはない。
The solidified material 4 injected into the rotation region 5 is rotated around the horizontal axis 1 of the stirring blade 2 and slides up and down to rotate the rotation region 5.
The unevenness of mixing due to the action of centrifugal force is leveled by the above-mentioned sliding in the front-rear, left-right and up-down directions, and the solidified material 4 subjected to the centrifugal force is discharged to the outside of the rotation zone 5 and
No two will rise.

【0008】[0008]

【実施例】河川等の堤防13上にクローラ6を配置し、
該クローラ6に設けられたロングブーム14の先端にロ
ングアーム7が設けられ、該アーム7の先端にピン15
によって枢支した取付金具16に固定フレーム8の上端
を主ピン17で着脱自在に枢着し、該アーム7の中程と
該フレーム8の上端の動作用ピン18とを油圧シリンダ
ー19で接続することにより、上記固定フレーム8の垂
下角度を調整することが可能であり、該フレーム8を垂
直方向に固定することができる。
[Example] Crawler 6 is placed on embankment 13 such as a river,
A long arm 7 is provided at the tip of a long boom 14 provided on the crawler 6, and a pin 15
The upper end of the fixed frame 8 is detachably pivotally attached to the mounting bracket 16 pivotally supported by the main pin 17, and the middle of the arm 7 and the operating pin 18 at the upper end of the frame 8 are connected by a hydraulic cylinder 19. Thus, the hanging angle of the fixed frame 8 can be adjusted, and the frame 8 can be fixed in the vertical direction.

【0009】上記固定フレーム8は垂杆8’の下端部に
門形2股脚8”、8”を形成してなり、一方の脚8”の
下端に回転横軸1を軸受9に枢支し、該横軸1の内端に
回転円板19を設け、該円板19に上記横軸1と中心線
cを共有する横向回転円筒20を1体に接続し、該円筒
20内に嵌合する固定円筒21の一端を他方の脚8”の
下端に溶着固定する。
The fixed frame 8 has a double-legged bifurcated leg 8 ", 8" formed at the lower end of a vertical rod 8 '. The rotating horizontal shaft 1 is pivotally mounted on a bearing 9 at the lower end of one leg 8 ". A rotating disk 19 is provided at the inner end of the horizontal shaft 1, and a horizontal rotating cylinder 20 sharing the center line c with the horizontal shaft 1 is connected to the disk 19, and fitted into the cylinder 20. One end of the fixed cylinder 21 to be fitted is fixed to the lower end of the other leg 8 ″ by welding.

【0010】上記固定円筒21の内部には油圧モータ1
1を設け、該モータ11の出力軸11’の中心線cを上
記横軸1の中心線cと一致させ、該出力軸11’を上記
回転円筒20とスポーク又は円板22で接続することに
よって回転円筒20は上記出力軸11’によって中心線
cの回りに回転することができる。
The hydraulic motor 1 is provided inside the fixed cylinder 21.
1 is provided, the center line c of the output shaft 11 ′ of the motor 11 is matched with the center line c of the horizontal shaft 1, and the output shaft 11 ′ is connected to the rotary cylinder 20 by spokes or disks 22. The rotating cylinder 20 can rotate around the center line c by the output shaft 11 '.

【0011】この回転円筒20には開き角90度の4対
の撹拌用腕2’、2’が設けられ、各対の上記腕2’、
2’の先端に撹拌用横杆2”を架設して撹拌翼2が形成
され、該横杆2”にはそれぞれ複数の掘削刃23が設け
られる。上記腕2’、2’に代り、複数の腕の先端にそ
れぞれ横向、縦向又は斜向の掘削刃又は撹拌板(図示し
ていない)を設けて撹拌翼2を形成することができる。
The rotating cylinder 20 is provided with four pairs of stirring arms 2 'and 2' having an opening angle of 90 degrees.
The stirring blade 2 is formed by bridging the horizontal rod 2 ″ for stirring at the tip of 2 ′, and the horizontal rod 2 ″ is provided with a plurality of excavating blades 23, respectively. Instead of the arms 2 ′ and 2 ′, a stirring blade 2 can be formed by providing a horizontal, vertical or oblique digging blade or stirring plate (not shown) at the tips of the plurality of arms.

【0012】上記垂杆8’に沿って固化材供給管10を
設け、下端開口部10’、10’を上記撹拌翼2の回転
域5即ち図3仮想線内に向けて開口させる。固化材4に
は乾燥粉、セメントミルク、スラリー等が用いられ、上
記供給管10はロングアーム7、ロングブーム14に支
持されて圧送ポンプ24に接続され、固化材貯槽25か
ら圧送され、上記開口部10’、10’から撹拌地盤内
に注入混合される。
A solidification material supply pipe 10 is provided along the vertical rod 8 ', and the lower end openings 10', 10 'are opened toward the rotation area 5 of the stirring blade 2, that is, into the imaginary line in FIG. Dry powder, cement milk, slurry, or the like is used as the solidifying material 4. The supply pipe 10 is supported by the long arm 7 and the long boom 14 and connected to a pressure pump 24. The parts 10 ′ and 10 ′ are injected and mixed into the stirring ground.

【0013】このような注入は撹拌翼2を地盤3内に回
転下降して一応地盤3を撹拌した後、上昇時に行うもの
であって該翼2を回転させて地盤3を撹拌しつつ深部か
ら地表12に至る間に行うものであり、その操作は上記
供給管10の開閉弁を開くことによって行われる。しか
し地盤3の硬軟、粘性等の特性によって下降時に行う場
合がある。又上昇時における上昇速度を調整することも
できる。
Such injection is carried out when the stirring blade 2 is rotated down into the ground 3 to stir the ground 3 for a time and then when the ground 3 is lifted up. This operation is performed while the vehicle reaches the ground surface 12, and the operation is performed by opening the on-off valve of the supply pipe 10. However, it may be performed at the time of descent depending on the properties of the ground 3, such as hardness and softness, viscosity, and the like. Further, the ascending speed at the time of ascent can be adjusted.

【0014】尚図中26で示すものは油圧モータ11用
圧油管、27はロングアーム昇降用油圧シリンダー、2
8はロングブーム昇降用油圧シリンダーである。
Reference numeral 26 in the figure denotes a hydraulic oil pipe for the hydraulic motor 11, reference numeral 27 denotes a hydraulic cylinder for elevating and lowering the long arm,
Reference numeral 8 denotes a long boom lifting hydraulic cylinder.

【0015】[0015]

【発明の効果】本発明は上述の方法によったので軟弱地
盤3の深部から地表12までむらなく硬化し得て、改良
層の層厚を大となし得るばかりでなく地表12の盛上が
りが少く地表均し作業を簡略化し得る効果がある。又本
発明は上述の装置によってので固定フレーム8によって
撹拌翼2の回転域5を地表12から一定深度に到達さ
せ、固化材供給管10によって最深部から固化材4を撹
拌地盤3内に注入混合し得て深部から地表まで均等に地
盤3を硬化改良し得るばかりでなく、撹拌翼2の上昇摺
動により上記回転域5内に固化材4を均等に混合させる
ことができる。
As described above, according to the present invention, the hardened ground 3 can be hardened evenly from the deep part of the soft ground 3 to the ground 12 and not only the thickness of the improved layer can be made large but also the rise of the ground 12 is small. There is an effect that the ground leveling operation can be simplified. Further, according to the present invention, the rotation range 5 of the stirring blade 2 is made to reach a certain depth from the ground surface 12 by the fixed frame 8 by the above-mentioned device, and the solidified material 4 is injected and mixed into the stirred ground 3 from the deepest part by the solidified material supply pipe 10. Not only can the ground 3 be hardened and improved evenly from the deep portion to the ground surface, but also the solidified material 4 can be uniformly mixed in the rotation region 5 by the upward sliding of the stirring blade 2.

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

【図1】本発明の軟弱地盤改良法を示す縦断面側面図で
ある。
FIG. 1 is a longitudinal sectional side view showing a soft ground improvement method of the present invention.

【図2】図1を左方から見た一部正面図である。FIG. 2 is a partial front view of FIG. 1 as viewed from the left.

【図3】図2を左方から見た実施状態の側面図である。FIG. 3 is a side view of the embodiment when FIG. 2 is viewed from the left.

【図4】(イ)(ロ)(ハ)(ニ)(ホ) 図は軟弱地盤改良状態の側面
図である。
4 (a), (b), (c), (d), and (e) are side views of a soft ground improvement state.

【図5】(イ)(ロ)図は従来の撹拌翼及び中空ロッドの正面
図及び平面図である。
5 (a) and (b) are a front view and a plan view of a conventional stirring blade and a hollow rod.

【図6】従来の撹拌翼による地盤改良状態の縦断面図で
ある。
FIG. 6 is a longitudinal sectional view of a ground improvement state using a conventional stirring blade.

【図7】従来の改良連壁の平面図である。FIG. 7 is a plan view of a conventional improved continuous wall.

【符号の説明】[Explanation of symbols]

1 横軸 2 撹拌翼 3 軟弱地盤 4 固化材 5 回転域 6 クローラ 7 アーム 8 固定フレーム 8’ 垂杆 8” 2股脚 10 固化材供給管 10’ 下端開口部 11 油圧モータ DESCRIPTION OF SYMBOLS 1 Horizontal axis 2 Stirrer blade 3 Soft ground 4 Solidification material 5 Rotation area 6 Crawler 7 Arm 8 Fixed frame 8 'Hanging rod 8 "Bifurcated leg 10 Solidification material supply pipe 10' Lower end opening 11 Hydraulic motor

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 クローラのアームの先端に着脱自在に設
けられる固定フレームの下端部2股脚間に横軸が設けら
れ、横軸の回りに撹拌翼を回転させてこれを軟弱地盤内
に昇降させ上記2股脚の上部に設けた開口部から固化材
供給し、上記撹拌翼の回転によって該地盤内に混入
、上記撹拌翼の上昇時に固化材を該撹拌翼の回転域内
均等に注入することを特徴とする軟弱地盤改良法。
1. A crawler arm which is detachably attached to a tip of an arm of the crawler.
A horizontal axis is provided between the two legs of the fixed frame at the lower end.
Then , the stirring blade is rotated around the horizontal axis, moved up and down into the soft ground, and the solidified material is supplied from the opening provided at the upper part of the bifurcated leg, and mixed into the ground by the rotation of the stirring blade.
And, soft ground improvement method characterized by uniformly injected into the rotation region of the stirring blade of the solidifying material during elevation of the stirring blade.
【請求項2】 クローラのアームの先端に着脱自在に設
けられる固定フレームの下端部2股脚間に横軸が設けら
れ、該横軸の回りに回転する複数の撹拌翼が設けられ、
上記フレームに配管した固化材供給管の下端開口部を
記2股脚の上部に開口し上記撹拌翼の回転域に向けて設
けてなる軟弱地盤改良装置。
2. A horizontal axis is provided between two forked legs of a lower end of a fixed frame detachably provided at a tip of an arm of a crawler, and a plurality of stirring blades rotating around the horizontal axis are provided.
Top bottom opening of solidifying material supply pipe which is the piping to the frame
The soft ground improvement device which is provided at the upper part of the forked leg and is provided toward the rotation range of the stirring blade.
【請求項3】 油圧モータによって上記撹拌翼を回転さ
せる請求項(2) 記載の軟弱地盤改良装置。
3. The soft ground improvement device according to claim 2, wherein the stirring blade is rotated by a hydraulic motor.
【請求項4】 アームがロングアームであって、固定フ
レームが該アームの先端に着脱自在に設けられ、該フレ
ームが垂杆の下端部に2股脚を設けたものである請求項
(2) 又は(3) 記載の軟弱地盤改良装置。
4. The arm according to claim 1, wherein the arm is a long arm, a fixed frame is detachably provided at an end of the arm, and the frame has a bifurcated leg at a lower end of the vertical rod.
The soft ground improvement device according to (2) or (3).
JP34263292A 1992-12-22 1992-12-22 Soft ground improvement method and apparatus Expired - Lifetime JP2919209B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34263292A JP2919209B2 (en) 1992-12-22 1992-12-22 Soft ground improvement method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34263292A JP2919209B2 (en) 1992-12-22 1992-12-22 Soft ground improvement method and apparatus

Publications (2)

Publication Number Publication Date
JPH06193043A JPH06193043A (en) 1994-07-12
JP2919209B2 true JP2919209B2 (en) 1999-07-12

Family

ID=18355278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34263292A Expired - Lifetime JP2919209B2 (en) 1992-12-22 1992-12-22 Soft ground improvement method and apparatus

Country Status (1)

Country Link
JP (1) JP2919209B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3268421B2 (en) * 1995-07-14 2002-03-25 日本鋪道株式会社 Soft ground improvement machine
JP4601529B2 (en) * 2004-10-19 2010-12-22 小野田ケミコ株式会社 Ground improvement construction machine and ground improvement construction method
JP5015493B2 (en) * 2006-05-16 2012-08-29 株式会社福田組 Ground improvement device and ground improvement machine
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improvement machine, shallow ground improvement system, shallow ground improvement method and contaminated soil improvement method

Also Published As

Publication number Publication date
JPH06193043A (en) 1994-07-12

Similar Documents

Publication Publication Date Title
JP7569062B2 (en) Leveling material application method and leveling material mixing tank
JP2919209B2 (en) Soft ground improvement method and apparatus
WO2014156332A1 (en) Mold-making device and mold-making method
JP2011208451A (en) Mud stirring device
CN105780762A (en) Chiseling-free pile head construction method
JP3590861B2 (en) Method and apparatus for managing tip of tremy tube
JP3781849B2 (en) Continuous ground improvement method
JPH05280035A (en) Method of improving weak ground and device therefor
JPH0529235Y2 (en)
JPH1030225A (en) Pile construction method and construction equipment
CN222156043U (en) Yellow mud grouting stirring device
JPS5817787Y2 (en) Soft ground agitation mixing device
CN222223065U (en) Concrete stirring equipment
JP2889853B2 (en) Continuous ground improvement method
JP3747093B2 (en) Ground improvement device
CN215252766U (en) Weak stratum shallow layer soil hardening construction device
JP3945746B2 (en) Ground improvement agitator
JPH02108722A (en) Soft ground improvement method
JPH07197443A (en) Excavation and agitation method for soil improvement and device thereof
JP3168918B2 (en) Ground improvement apparatus and method
CN211762519U (en) Cement mortar mixing stirring equipment for building
JPH0354209B2 (en)
JP3168919B2 (en) Ground improvement apparatus and method
CN204897691U (en) Stable agitating unit that dusts of silt solidification
JPH086823Y2 (en) Anti-vibration structure for auger machine

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090423

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090423

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100423

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 12

Free format text: PAYMENT UNTIL: 20110423

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 13

Free format text: PAYMENT UNTIL: 20120423

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130423

Year of fee payment: 14

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130423

Year of fee payment: 14