JPS6014809Y2 - subsoil crusher - Google Patents

subsoil crusher

Info

Publication number
JPS6014809Y2
JPS6014809Y2 JP8968580U JP8968580U JPS6014809Y2 JP S6014809 Y2 JPS6014809 Y2 JP S6014809Y2 JP 8968580 U JP8968580 U JP 8968580U JP 8968580 U JP8968580 U JP 8968580U JP S6014809 Y2 JPS6014809 Y2 JP S6014809Y2
Authority
JP
Japan
Prior art keywords
permeable material
groove
shank
water
subsoil
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
JP8968580U
Other languages
Japanese (ja)
Other versions
JPS5712431U (en
Inventor
祐二 北村
孝 五軒矢
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP8968580U priority Critical patent/JPS6014809Y2/en
Publication of JPS5712431U publication Critical patent/JPS5712431U/ja
Application granted granted Critical
Publication of JPS6014809Y2 publication Critical patent/JPS6014809Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は心土破砕機に関し、心土破砕作業を安定した状
態で良好にできると共に、溝内に透水材を確実に投入で
きるようにし、しかも、溝両側方の地表面上の雨水等が
溝内に良好に流れ込むようにして排水性を良くすること
を目的とする。
[Detailed description of the invention] The present invention relates to a subsoil crushing machine that can perform subsoil crushing work in a stable condition and in good condition, and also enables the reliable introduction of permeable material into the trench. The purpose is to improve drainage by allowing rainwater, etc. on the surface to flow well into the groove.

例えば、サブソイラ、パンブレーカ等の心土破砕機を用
いて圃場で心土破砕作業を行うと共に、心土破砕機のシ
ャンク及びチゼルにより形成された溝内に籾殻等の透水
材を投入充填して、圃場に排水効果を発現させるのは周
知である。
For example, subsoiling work is carried out in the field using a subsoiling crusher such as a subsoiler or pan breaker, and water-permeable material such as rice husks is filled into the grooves formed by the shank and chisel of the subsoiler. It is well known that this produces a drainage effect in the field.

ところで従来においては、心土破砕機のゲージ輪は片側
−個が通常であったが、この場合には、心土破砕機は横
方向に傾斜してゲージ輪側が他側よりも高くなり易すく
、心土破砕作業を安定した状態で行い難いと云う問題が
あった。
By the way, in the past, the subsoil crusher usually had one gauge wheel on one side, but in this case, the subsoil crusher was tilted laterally and the gauge wheel side was likely to be higher than the other side. However, there was a problem in that it was difficult to perform subsoil crushing work in a stable condition.

また、従来においてはタンクの放出部から透水材を幅の
狭い溝に直接投入するようにしているため、透水材の溝
内への確実な投入がかなり困難であると云う問題もあっ
た。
Furthermore, in the past, since the permeable material was directly poured into the narrow groove from the discharge part of the tank, there was a problem in that it was quite difficult to reliably feed the permeable material into the groove.

更に、従来の心土破砕機においては、溝両側の地表面を
平坦にする整地部材等は何ら備えられていなかったため
、従来においては、心土破砕作業により溝両側の地表面
が盛上げられて、そのままの状態で残され、これにより
、降雨時等において溝両側の地表面上の雨氷等が溝内に
流れ込みにくく、排水性が悪いと云う問題も生じていた
Furthermore, conventional subsoil crushing machines were not equipped with any kind of ground leveling member to flatten the ground surface on both sides of the trench. This causes problems such as rain and ice on the ground surface on both sides of the groove to flow into the groove during rainfall, resulting in poor drainage.

本考案は上記問題を解決したものであって、その特徴と
する処は、シャンク及びチゼルにより形成された溝内に
透水材を投入充填していく心土破砕機において、シャン
クの地上部分両側に橋体を配設し、該橋体にシャンク各
側の地表面上を摺接する摺接部と、透水材を溝内に案内
する案内部とを具備させた点にある。
The present invention has solved the above problem, and its feature is that in a sub-soil crusher that injects and fills permeable material into the groove formed by the shank and chisel, the above-ground part of the shank is The bridge body is provided with a sliding portion that slides on the ground surface on each side of the shank, and a guide portion that guides the water-permeable material into the groove.

以下、本考案の一実施例を図面に基き説明すれば、1は
トラクタ車体で、作業機昇降用油圧装置2を有し、トラ
クタ車体1の後方には、一本のトップリンク3と左右一
対のロアリンク4とから成る3点リンク機構5を介して
、心土破砕機6を昇降自在に装着している。
Hereinafter, one embodiment of the present invention will be described with reference to the drawings. Reference numeral 1 denotes a tractor body, which has a hydraulic system 2 for lifting and lowering the working machine. A subsoil crusher 6 is mounted so as to be movable up and down via a three-point linkage mechanism 5 consisting of a lower link 4 and a lower link 4.

トップリンク3はT字型の振動台7の上端に枢結され、
この振動台7は車体1の後端のトップリンク取付台3に
取付ピン9により枢支されている。
The top link 3 is pivotally connected to the upper end of the T-shaped vibration table 7,
This vibration table 7 is pivotally supported by a top link mount 3 at the rear end of the vehicle body 1 by a mounting pin 9.

10は振動力取出装置で、トラクタのPTO軸1軸化1
脱自在にスプライン嵌合する駆動軸12と、この駆動軸
12を回転自在に保持する保持ケース13とを備え、そ
の保持ケース13は車体1に固定されている。
10 is a vibration force extraction device, which converts the tractor to a single PTO shaft 1
The vehicle includes a drive shaft 12 that is removably spline-fitted, and a holding case 13 that rotatably holds the drive shaft 12. The holding case 13 is fixed to the vehicle body 1.

駆動軸12は後部に偏心軸14を有し、この偏心軸14
に相対回転自在に嵌着した軸受リング15を連結ロンド
16を介して振動台7に連結しである。
The drive shaft 12 has an eccentric shaft 14 at the rear, and this eccentric shaft 14
A bearing ring 15 fitted to the vibration table 7 so as to be relatively rotatable is connected to the vibration table 7 via a connecting rod 16.

心土破砕機6は、機枠17と、機枠17の中途部の保持
金具18に上下調整自在に挿立させたナイフ状のシャン
ク19と、シャンク19の下端に設けたチゼル20と左
右一対の橋体21と、機枠17後端部に備えた透水材タ
ンク22と、透水材タンク22後方に配置した透水材押
圧部材23等から威る。
The subsoil crusher 6 includes a machine frame 17, a knife-shaped shank 19 vertically adjustable and inserted into a holding fitting 18 in the middle of the machine frame 17, a chisel 20 provided at the lower end of the shank 19, and a pair of left and right chisels 20. The bridge body 21, the water-permeable material tank 22 provided at the rear end of the machine frame 17, the water-permeable material pressing member 23 disposed behind the water-permeable material tank 22, and the like.

透水材タンク22はシャンク19真後ろにあってその放
出部24が地表面近くまで下段されており、放出部24
からタンク22内の籾殻等の透水材がシャンク19及び
チゼル20により形成された溝25内に投入充填される
The permeable material tank 22 is located directly behind the shank 19, and its discharge portion 24 is lowered to near the ground surface.
From there, the water-permeable material such as rice husk in the tank 22 is charged into the groove 25 formed by the shank 19 and the chisel 20.

第2図乃至第4図に示すように、左右一対の橋体21は
立設されたブラケット26によりシャンク19の地上部
分の地表面近傍両側にボルト27で着脱自在で且つ上下
調整自在に取付けられている。
As shown in FIGS. 2 to 4, the pair of left and right bridge bodies 21 are attached to both sides of the above-ground portion of the shank 19 near the ground surface with bolts 27 using upright brackets 26, and are detachable and vertically adjustable. ing.

橋体21は、前部側の摺接部28と、後部側の案内部2
9とから威る。
The bridge body 21 includes a sliding contact portion 28 on the front side and a guide portion 2 on the rear side.
From 9 onwards.

摺接部28は水平板状であって、シャンク19両側の地
表面上を摺接する。
The sliding contact portion 28 has a horizontal plate shape and slides on the ground surface on both sides of the shank 19.

案内部29は放出部24の下方にあって透水材を溝25
内に案内するもので、内側端部側が溝肩に接当され且つ
外側端部が地表面から持上げられた体勢として横方向に
傾斜状とされている。
The guide part 29 is located below the discharge part 24 and connects the water-permeable material to the groove 25.
The inner end is in contact with the groove shoulder and the outer end is raised from the ground surface and is inclined laterally.

なお、第4図の仮想線で示すように、案内部29の内側
端部を延設して、該延設部分が溝側壁30の上端部上を
摺接するようにして、上記部分により構側壁30上端部
を整形するようにしてもよい。
As shown by the imaginary line in FIG. 4, the inner end of the guide portion 29 is extended so that the extended portion slides over the upper end of the groove side wall 30, so that the above-mentioned portion is attached to the structure side wall. 30. The upper end portion may be shaped.

押圧部材23は橋状で、そのステイ31を、機枠17後
端にブラケット32を介して固設した筒体33に備える
と共に、押圧部材23を弾機34により下方に付勢して
おり、押圧部材23は溝25内に充填された透水材上を
摺接して透水材を下方に所望の押圧力で押圧する。
The pressing member 23 has a bridge shape, and its stay 31 is provided on a cylinder 33 fixed to the rear end of the machine frame 17 via a bracket 32, and the pressing member 23 is urged downward by an elastic device 34. The pressing member 23 slides on the water-permeable material filled in the groove 25 and presses the water-permeable material downward with a desired pressing force.

なお、第1図の仮想線で示すように、チゼル20に鎖3
5を介して成形用弾丸36を取付けて、排水管溝を土中
に形成したり、排水管を埋込むようにするも自由である
In addition, as shown by the imaginary line in FIG.
It is also possible to attach the molding bullet 36 through the hole 5 to form a drainage pipe groove in the soil, or to embed the drainage pipe.

次に作用を説明する。Next, the action will be explained.

作業時にはシャンク19下端のチゼル20を土中内に所
望深さ突刺して橋体21を接地させ且つ溝25内に充填
される透水材を押圧部材23により所望の押圧力で押圧
可能とした状態で透水材タンク22の放出部24から透
水材を落下させながら心土破砕機6を牽引走行する。
During work, the chisel 20 at the lower end of the shank 19 is inserted into the soil to a desired depth to ground the bridge body 21 and to allow the permeable material filled in the groove 25 to be pressed with the desired pressing force by the pressing member 23. The subsoil crusher 6 is towed while dropping the permeable material from the discharge part 24 of the permeable material tank 22.

上記のようにすれば、チゼル20及びシャンク19が心
土を破砕して、シャンク19及びチゼル20により溝2
5が形成されると共に、放出部24から落下した透水材
がその下方の両橋体21の傾斜状とされた案内部29に
より案内されて確実に溝25内に投入充填され、この投
入充填された透水材が押圧部材23により所望の押圧力
で押圧され、例えば山盛状に充填された透水材が平坦化
されて、透水材が溝25内に良好に充填される。
By doing the above, the chisel 20 and the shank 19 crush the subsoil, and the shank 19 and the chisel 20 break the grooves.
5 is formed, the permeable material that has fallen from the discharge part 24 is guided by the inclined guide parts 29 of both bridge bodies 21 below and is reliably charged into the groove 25, and this charged and filled material is The water-permeable material is pressed with a desired pressing force by the pressing member 23, and the water-permeable material filled in the groove 25, for example, is flattened, and the grooves 25 are filled with the water-permeable material satisfactorily.

なお、上記作業時には、両橋体21がその摺接部28に
よりシャンク19両側の地表面上を摺接するので、心土
破砕機6が横方向に傾斜する惧れはなく、作業深さは一
定となって、心土破砕作業を安定した状態で良好に行え
゛ると共に、溝25両側の地表面の盛上がりも防止でき
、これにより降雨時等において溝25両側方の地表面上
の雨水等は溝25内に良好に流れ込むのであり、排水性
を良くできる。
In addition, during the above-mentioned work, since both bridge bodies 21 come into sliding contact with the ground surface on both sides of the shank 19 through their sliding contact parts 28, there is no risk that the subsoil crusher 6 will tilt laterally, and the working depth is constant. As a result, the subsoil crushing work can be carried out in a stable and good manner, and the ground surface on both sides of the trench 25 can be prevented from rising, and as a result, rainwater, etc. on the ground surface on both sides of the trench 25 can be drained during rain. It flows well into the groove 25, and drainage performance can be improved.

また、透水材を溝25内に良好に充填しているので、作
業後に溝25両側からの圧力により溝両側壁30が引付
いて溝25が塞ったりする惧れはなく、溝25による排
水効果を長期にわたり良好に持続できると共に、透水材
が乾燥した状態では透水材を通じての土中内への空気の
流通も良好なものとなる。
In addition, since the water-permeable material is well filled in the groove 25, there is no risk that the groove 25 will be blocked by the groove 25 being blocked by the groove side walls 30 being attracted by the pressure from both sides of the groove 25 after work. The effect can be maintained well for a long period of time, and when the water-permeable material is dry, air can circulate well into the soil through the water-permeable material.

また、上記作業時において、門℃軸11を回転させてお
けば、これと一体に駆動軸12が回転し、偏心軸14を
介して連結ロッド16が上下方向にクランク運動するの
で、その運動により振動台7が取付ピン9を支点として
上下に往復運動を繰返し、トップリンク3は長手方向に
振動する。
Furthermore, during the above-mentioned work, if the gate shaft 11 is rotated, the drive shaft 12 will rotate together with it, and the connecting rod 16 will crank in the vertical direction via the eccentric shaft 14. The vibration table 7 repeats reciprocating movements up and down using the mounting pin 9 as a fulcrum, and the top link 3 vibrates in the longitudinal direction.

そして、この振動は心土破砕機6の機枠17へと伝達さ
れ、この機枠17がロアリンク4後端を支点として往復
運動するので、心土破砕機6は前後に振動を繰返しなが
ら前進し、これにより、心土破砕機6の牽引抵抗を減少
させることができると共に、透水材タンク22内に透水
材のブリッジが発生する惧れも完壁に解消できる。
Then, this vibration is transmitted to the machine frame 17 of the subsoil crusher 6, and this machine frame 17 moves back and forth using the rear end of the lower link 4 as a fulcrum, so the subsoil crusher 6 moves forward while repeating vibrations back and forth. As a result, the traction resistance of the subsoil crusher 6 can be reduced, and the risk of a bridge of the water-permeable material occurring in the water-permeable material tank 22 can be completely eliminated.

なお、実施例では橋体をシャンクに取付けたが機枠等に
シャンクを取付けるようにしてもよい。
In the embodiment, the bridge body is attached to the shank, but the shank may be attached to the machine frame or the like.

また、実施例では橋体を左右一対としたが、これらを一
体化するようにしてもよい。
Further, in the embodiment, the bridge bodies are a pair of left and right bridge bodies, but they may be integrated.

以上詳述したように、本考案はシャンク及びチゼルによ
り心土破砕作業を行えると共に、溝内に透水材を投入充
填していくようにしているので、作業後に溝が塞ったり
する惧れはなく、溝による排水効果を長期にわたり良好
に持続できると共に、透水材の乾燥状態時には、空気が
透水材を通じて土中内に良好に流通すると云う利点もあ
る。
As detailed above, the present invention allows the subsoil crushing work to be carried out using the shank and chisel, and also fills the trench with permeable material, so there is no risk that the trench will become clogged after work. This has the advantage that the drainage effect of the groove can be maintained well over a long period of time, and that air can circulate well into the soil through the water-permeable material when the water-permeable material is dry.

また橋体がその摺接部によりシャンク両側の地表面上を
摺接するようにしているので、心土破砕機が傾斜したり
する惧れはなく、作業深さを一定とできて、心土破砕作
業を安定した状態で良好に行えると共に、溝両側の地表
面の盛上りも防止でき、これにより降雨時等において溝
両側力の地表面上の雨水等は溝内に良好に流れ込むから
、排水性を良くできる。
In addition, since the bridge body is in sliding contact with the ground surface on both sides of the shank, there is no risk of the sub-soil crusher tilting, and the working depth can be kept constant, making it possible to crush the sub-soil. In addition to being able to perform work in a stable condition, it also prevents the ground surface on both sides of the trench from swelling up, and as a result, rainwater on the ground surface on both sides of the trench flows well into the trench during rain, improving drainage. I can do better.

また、橋体には透水材を溝内に案内する案内部を具備さ
せているので、透水材を溝内に確実に投入できる。
Further, since the bridge body is provided with a guide portion for guiding the water-permeable material into the groove, the water-permeable material can be reliably thrown into the groove.

本考案は上記各種の利点を有すると共に、その構造は簡
易で、ローコストで製作可能であり、実益大である。
The present invention has the above-mentioned various advantages, has a simple structure, can be manufactured at low cost, and is highly profitable.

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

第1図は本考案の一実施例を例示する全体側面図、第2
図は第1図の■−■線矢視断面図、第3図、第4図は、
第2図のm−m線、IV−IV線各矢視断面図である。 6・・・・・・心土破砕機、17・・・・・・機枠、1
9・・・・・・シャンク、20・・・・・・チゼル、2
1・・・・・・fi体、22・・・・・・透水材タンク
、25・・・・・・溝、28・・・・・・摺接部、29
・・・・・・案内部。
Fig. 1 is an overall side view illustrating one embodiment of the present invention;
The figure is a sectional view taken along the line ■-■ in Figure 1, and Figures 3 and 4 are
FIG. 2 is a sectional view taken along the line mm and IV-IV in FIG. 2; 6... Subsoil crusher, 17... Machine frame, 1
9...Shank, 20...Chisel, 2
1... fi body, 22... water permeable material tank, 25... groove, 28... sliding contact part, 29
...Information department.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] シャンク及びチゼルにより形成された溝内に透水材を投
入充填していく心土破砕機において、シャンクの地上部
分両側に橋体を配設し、該橋体に、シャンク各側の地表
面上に摺接する摺接部と、透水材を溝内に案内する案内
部とを具備させたことを特徴とする心土破砕機。
In a subsoil crusher that injects permeable material into a groove formed by a shank and a chisel, a bridge body is installed on both sides of the above-ground part of the shank, and a bridge body is installed on the ground surface on each side of the shank. A subsoil crushing machine characterized by comprising a sliding contact part that makes sliding contact and a guide part that guides a permeable material into a groove.
JP8968580U 1980-06-25 1980-06-25 subsoil crusher Expired JPS6014809Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8968580U JPS6014809Y2 (en) 1980-06-25 1980-06-25 subsoil crusher

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8968580U JPS6014809Y2 (en) 1980-06-25 1980-06-25 subsoil crusher

Publications (2)

Publication Number Publication Date
JPS5712431U JPS5712431U (en) 1982-01-22
JPS6014809Y2 true JPS6014809Y2 (en) 1985-05-11

Family

ID=29451713

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8968580U Expired JPS6014809Y2 (en) 1980-06-25 1980-06-25 subsoil crusher

Country Status (1)

Country Link
JP (1) JPS6014809Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6247666B2 (en) * 2015-06-19 2017-12-13 株式会社富士トレーラー製作所 Field vertical route forming device
JP6247665B2 (en) * 2015-06-19 2017-12-13 株式会社富士トレーラー製作所 Underdrain formation device

Also Published As

Publication number Publication date
JPS5712431U (en) 1982-01-22

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