JPS6346513Y2 - - Google Patents

Info

Publication number
JPS6346513Y2
JPS6346513Y2 JP1983114777U JP11477783U JPS6346513Y2 JP S6346513 Y2 JPS6346513 Y2 JP S6346513Y2 JP 1983114777 U JP1983114777 U JP 1983114777U JP 11477783 U JP11477783 U JP 11477783U JP S6346513 Y2 JPS6346513 Y2 JP S6346513Y2
Authority
JP
Japan
Prior art keywords
arm
tip
rotating shaft
machine frame
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.)
Expired
Application number
JP1983114777U
Other languages
Japanese (ja)
Other versions
JPS6022528U (en
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 filed Critical
Priority to JP11477783U priority Critical patent/JPS6022528U/en
Publication of JPS6022528U publication Critical patent/JPS6022528U/en
Application granted granted Critical
Publication of JPS6346513Y2 publication Critical patent/JPS6346513Y2/ja
Granted legal-status Critical Current

Links

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

Description

【考案の詳細な説明】 従来のセメントミルク注入撹拌工法では硬化に
3〜4日かかり、かつ撹拌が立軸に設けたインペ
ラで行つたため、泥土圧による硬化柱の変形や施
工時間の延長および盤膨水等の現象を生じ作業能
率を向上し難い欠陥があつた。又両岸間の川幅に
わたつて泥土底面をロングアーム、ロングブーム
によつて岸から川幅方向に往復撹拌動作を行うこ
とが困難であり、かつ泥土底面に芦などの植物が
生えているところでは茎、葉、根等が撹拌の障害
となり撹拌困難に陥いるという問題点があつた。
[Detailed explanation of the invention] The conventional cement milk injection and stirring method takes 3 to 4 days to harden, and the stirring is performed using an impeller installed on a vertical shaft, which causes deformation of hardened columns due to mud pressure, prolongation of construction time, and damage to boards. There were defects that caused phenomena such as water swelling and made it difficult to improve work efficiency. In addition, it is difficult to perform reciprocating stirring action from the bank in the river width direction using a long arm and long boom to stir the mud bottom across the width of the river between both banks, and where plants such as reeds grow on the mud bottom. There was a problem in that stems, leaves, roots, etc. became obstacles to stirring, making stirring difficult.

本案は上記問題点を解消するため、2股機枠1
の先端部に水平方向回動軸2を設け、同軸2に複
数の門形枠3を設け、同門形枠3の先端部に上記
回動軸2と平行方向で回動方向と交差する撹拌板
4をそれぞれ該回動軸2の直径方向に設け、かつ
該撹拌機4に大小の切断用爪22,23を外側に
突設し、上記機枠1の基端部をバツクホー5のア
ーム6の先端部及び該アーム6に設けた動作腕1
7の先端部にそれぞれピン7,8により枢着可能
に形成した軟弱地盤撹拌機によつて構成するもの
である。
In order to solve the above-mentioned problems, this project aims to
A horizontal rotating shaft 2 is provided at the tip of the horizontal rotating shaft 2, a plurality of portal frames 3 are provided on the same shaft 2, and a stirring plate is provided at the tip of the portal frame 3 in a direction parallel to the rotating shaft 2 and intersecting with the rotating direction. 4 are provided in the diameter direction of the rotating shaft 2, and the agitator 4 is provided with large and small cutting claws 22, 23 protruding outward, and the base end of the machine frame 1 is connected to the arm 6 of the backhoe 5. The operating arm 1 provided at the tip and the arm 6
The soft ground agitator is formed so that it can be pivotally attached to the tip of the soil agitator 7 by means of pins 7 and 8, respectively.

水平回動軸2の一端には減速スプロケツト9を
設け、機枠1の基端部に設けた油圧モータ10の
出力軸11に設けた駆動スプロケツト12との間
に駆動チエン13を掛回す。門形枠3は上記回動
軸2の両端部に設けたラジアル方向腕14,14
の先端を同軸2と平行方向の連杆15で接続し、
同連杆15の内面に上記撹拌板4を設け縦断面T
形に形成してなり、上記軸2に4個設けられる。
この連杆15は回動方向に設けられ撹拌板4は回
動方向と直角に交差して設けられる。上記機枠1
の基端部には軸支板16を突設し、同板16に穿
設した2個の透孔にそれぞれピン7,8を嵌合
し、一方のピン7を上記アーム6の先端に穿設し
た透孔に嵌装し、他方のピン8を同アーム6に設
けたバケツト動作腕17の先端に穿設した透孔に
嵌装することによつて第2図に示すようにバツク
ホー5のバケツトに代えて上記機枠1の基端部を
回動自在に枢着することができる。アーーム6、
ブーム18にはロングアームおよびロングブーム
を用いることができる。尚図中19で示すものは
動作腕17の動作用シリンダー、20は動作腕1
7の基部とアーム6との連杆、21は油圧モータ
10の配管、24はアーム6の動作用シリンダ
ー、25はブーム18の動作用シリンダー、26
はバツクホー5の走行用履帯、27は重錐であ
る。
A reduction sprocket 9 is provided at one end of the horizontal rotating shaft 2, and a drive chain 13 is wound between it and a drive sprocket 12 provided on an output shaft 11 of a hydraulic motor 10 provided at the base end of the machine frame 1. The portal frame 3 has radial arms 14, 14 provided at both ends of the rotation shaft 2.
Connect the tip of the coaxial 2 with a parallel rod 15,
The stirring plate 4 is provided on the inner surface of the continuous rod 15, and the longitudinal section T
Four of them are provided on the shaft 2.
The connecting rod 15 is provided in the direction of rotation, and the stirring plate 4 is provided to intersect at right angles to the direction of rotation. Above machine frame 1
A shaft support plate 16 is provided protruding from the base end of the arm 6, and pins 7 and 8 are fitted into two through holes drilled in the plate 16, respectively, and one pin 7 is drilled at the tip of the arm 6. By fitting the other pin 8 into the through hole drilled at the tip of the bucket operating arm 17 provided on the same arm 6, the bucket hoe 5 is attached as shown in FIG. Instead of the bucket, the base end of the machine frame 1 can be rotatably pivoted. Arm 6,
A long arm and a long boom can be used as the boom 18. In the figure, 19 indicates the operating cylinder of the operating arm 17, and 20 indicates the operating arm 1.
A link between the base of 7 and the arm 6, 21 is a pipe for the hydraulic motor 10, 24 is a cylinder for operating the arm 6, 25 is a cylinder for operating the boom 18, 26
27 is a crawler track for traveling of the backhoe 5, and 27 is a heavy cone.

従つて佐賀平野等のクリークの水を排出し、泥
土底面28上に石灰粉又はセメント粉29を層状
に散布し、ブーム18およびアーム6を対岸まで
伸ばしてシリンダー19により機枠1を垂直に支
持し、門形枠3を第4図矢印a方向に回動させて
同枠3を底面28から深度約1m程度に浸漬しか
つ第3図、第4図矢印b方向に移動させると大小
の切断用爪22,23によつて芦等の植物の葉、
茎、根等が切断される。そして撹拌板4が第4図
仮想線で示す軌跡線30を画いて回動し上記セメ
ント粉29を泥土中の深さ約1mの層状に混合撹
拌させることができる。即ち撹拌板4が第4図実
線位置から軌跡線30に沿つて回動すると同板4
は上記セメント粉29を泥土中に運び、同板4の
下降により形成された溝状空間31に向つて第4
図左方から泥土およびセメント粉が回動して進入
し、順次次の門形枠3の撹拌板4がこれを繰返し
て泥中に石灰粉又はセメント粉を混合することが
できる。この混合層は約1.5時間で人が歩行でき
る程度に硬化し3〜4時間で充分硬化し、水路、
仮設道路等の路盤を形成することができる。セメ
ント粉の量は目的により異るが60Kg/m3程度であ
れば良い。このような混合撹拌動作は第3図に示
すように両岸32,33間の幅を上記ロングアー
ム6、ロングブーム18によつて幅方向に往復し
て行い、かつ第3図仮想線で示す蛇行岸34,3
5では上記機枠1をバケツトに取替えて直線岸3
2,33に修正し、バケツトを上記機枠1に代え
て用いることにより水路の修正も行うことができ
る。
Therefore, the water from the creek in the Saga Plain, etc. is drained, lime powder or cement powder 29 is spread in layers on the muddy bottom surface 28, the boom 18 and arm 6 are extended to the opposite bank, and the machine frame 1 is supported vertically by the cylinder 19. Then, by rotating the portal frame 3 in the direction of the arrow a in Fig. 4, immersing the same frame 3 from the bottom surface 28 to a depth of about 1 m, and moving it in the direction of the arrow b in Figs. 3 and 4, large and small cuts can be made. Leaves of plants such as reeds are removed by the claws 22 and 23.
Stems, roots, etc. are cut. Then, the stirring plate 4 rotates in a trajectory line 30 shown by the imaginary line in FIG. 4, and the cement powder 29 can be mixed and stirred in the mud in a layer with a depth of about 1 m. That is, when the stirring plate 4 rotates along the trajectory line 30 from the solid line position in FIG.
transports the cement powder 29 into the muddy soil, and moves the cement powder 29 into the fourth groove toward the groove-shaped space 31 formed by lowering the plate 4.
The mud and cement powder rotate and enter from the left side of the figure, and the stirring plate 4 of the gate frame 3 successively repeats this process to mix lime powder or cement powder into the mud. This mixed layer hardens to the extent that people can walk on it in about 1.5 hours, and fully hardens in 3 to 4 hours, allowing waterways,
It is possible to form roadbeds for temporary roads, etc. The amount of cement powder varies depending on the purpose, but it should be around 60Kg/ m3 . Such a mixing and stirring operation is performed by reciprocating in the width direction between both banks 32 and 33 by the long arm 6 and long boom 18 as shown in FIG. 3, and as shown by the imaginary line in FIG. Meandering shore 34,3
In 5, the above machine frame 1 is replaced with a bucket and the straight bank 3 is installed.
2 and 33, and by using a bucket instead of the machine frame 1, the waterway can also be corrected.

本案は上述のように構成したのでバツクホー5
のバケツトに代えて上記地盤撹拌機を使用し得て
岸33上に位置させた状態において両岸32,3
3間の泥土底面28に生えている芦などの植物を
切断し泥土の上層部分を均等に撹拌しかつ石灰粉
又はセメント粉を上記上層部分に均等に混合し得
るしロングブーム18及びロングアーム6を使用
し得て広い幅に亘つて迅速簡便に混合撹拌を行い
得る便益がある。
Since this project is structured as described above, Batsukuho 5
The above-mentioned ground agitator can be used instead of the bucket, and when it is located on the bank 33, both banks 32, 3 can be used.
By cutting plants such as reeds growing on the bottom surface 28 of the muddy soil between the long boom 18 and the long arm 6, the upper layer of the muddy soil can be evenly stirred and lime powder or cement powder can be evenly mixed into the upper layer. There is an advantage in that mixing and stirring can be carried out quickly and easily over a wide range.

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

第1図は本案の軟弱地盤撹拌機を示す側面図、
第2図は撹拌機の斜視図、第3図は施工状態の平
面図、第4図は撹拌状態の説明図である。 1……2股機枠、2……水平方向回動軸、3…
…門形枠、4……撹拌板、5……バツクホー、6
……アーム、7,8……ピン、17……動作腕、
18……昇降自在ブーム、22,23……切断用
爪。
Figure 1 is a side view showing the proposed soft ground agitator;
FIG. 2 is a perspective view of the agitator, FIG. 3 is a plan view of the construction state, and FIG. 4 is an explanatory diagram of the stirring state. 1...Two-pronged machine frame, 2...Horizontal rotation axis, 3...
...Portal frame, 4...Stirring plate, 5...Buckhoe, 6
... Arm, 7, 8 ... Pin, 17 ... Operating arm,
18... Liftable boom, 22, 23... Cutting claw.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 2股機枠1の先端部に水平方向回動軸2を設
け、同軸2に複数の門形枠3を設け、同門形枠3
の先端部に上記回動軸2と平行方向で回動方向と
交差する撹拌板4をそれぞれ該回動軸2の直径方
向に設け、かつ該撹拌板4に大小の切断用爪2
2,23を外側に突設し、上記機枠1の基端部を
バツクホー5の昇降自在ブーム18の先端に回動
自在に設けたアーム6の先端部及び該アーム6に
設けた動作腕17の先端部にそれぞれピン7,8
により枢着可能に形成した軟弱地盤撹拌機。
A horizontal rotation shaft 2 is provided at the tip of the bifurcated machine frame 1, and a plurality of portal frames 3 are provided on the same shaft 2.
A stirring plate 4 parallel to the rotating shaft 2 and intersecting with the rotating direction is provided at the tip of the rotating shaft 2 in the diametrical direction of the rotating shaft 2, and the stirring plate 4 is provided with large and small cutting claws 2.
2 and 23 protrude outward, and the base end of the machine frame 1 is rotatably provided at the tip of the liftable boom 18 of the backhoe 5, and the operating arm 17 provided on the arm 6. pins 7 and 8 at the tips of the
A soft ground agitator designed to be pivotable.
JP11477783U 1983-07-21 1983-07-21 Soft ground stirrer Granted JPS6022528U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11477783U JPS6022528U (en) 1983-07-21 1983-07-21 Soft ground stirrer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11477783U JPS6022528U (en) 1983-07-21 1983-07-21 Soft ground stirrer

Publications (2)

Publication Number Publication Date
JPS6022528U JPS6022528U (en) 1985-02-16
JPS6346513Y2 true JPS6346513Y2 (en) 1988-12-02

Family

ID=30265189

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11477783U Granted JPS6022528U (en) 1983-07-21 1983-07-21 Soft ground stirrer

Country Status (1)

Country Link
JP (1) JPS6022528U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037632A (en) * 2004-07-29 2006-02-09 Raito Kogyo Co Ltd Ground agitating device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5056009A (en) * 1973-09-17 1975-05-16
JPS5428205B2 (en) * 1975-09-16 1979-09-14

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5647237Y2 (en) * 1977-07-29 1981-11-05

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5056009A (en) * 1973-09-17 1975-05-16
JPS5428205B2 (en) * 1975-09-16 1979-09-14

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037632A (en) * 2004-07-29 2006-02-09 Raito Kogyo Co Ltd Ground agitating device
JP4671325B2 (en) * 2004-07-29 2011-04-13 ライト工業株式会社 Ground agitator

Also Published As

Publication number Publication date
JPS6022528U (en) 1985-02-16

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