JPS586933Y2 - Ditch excavator soil removal device - Google Patents

Ditch excavator soil removal device

Info

Publication number
JPS586933Y2
JPS586933Y2 JP1979168519U JP16851979U JPS586933Y2 JP S586933 Y2 JPS586933 Y2 JP S586933Y2 JP 1979168519 U JP1979168519 U JP 1979168519U JP 16851979 U JP16851979 U JP 16851979U JP S586933 Y2 JPS586933 Y2 JP S586933Y2
Authority
JP
Japan
Prior art keywords
soil
earth removal
parallel
removal device
plate
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
JP1979168519U
Other languages
Japanese (ja)
Other versions
JPS5687544U (en
Inventor
健吉 野坂
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 JP1979168519U priority Critical patent/JPS586933Y2/en
Publication of JPS5687544U publication Critical patent/JPS5687544U/ja
Application granted granted Critical
Publication of JPS586933Y2 publication Critical patent/JPS586933Y2/en
Expired legal-status Critical Current

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  • Soil Working Implements (AREA)

Description

【考案の詳細な説明】 本考案は、アッパカット式溝掘機に設けられた排土装置
の改良に関する。
[Detailed Description of the Invention] The present invention relates to an improvement of an earth removal device provided in an upper cut trench excavator.

通常、アッパカット式溝掘機においては爪を有する回転
ドラムで土を掘削し、両側の側部カバーで溝の両側方へ
飛散する土を案内し、且つこの側部カバーに設けた排土
板で土が溝へ戻らないように排土している。
Normally, in an upper-cut trench excavator, soil is excavated using a rotating drum with claws, and side covers on both sides guide the soil scattered to both sides of the trench, and soil removal plates are installed on the side covers. The soil is removed to prevent it from returning to the ditch.

従来の排土板は、例えば第1図Aに示すような長方形又
は正方形に形成されており、溝Gの側方へ排出された土
の多くをより遠くへ押しやるので排土抵抗が大きく、ま
た溝Gの際に柔がい排土が残り、更に溝Gを形成してい
る土壌のがた部Pも極めて崩れ易い状態となって残って
おり、少しの振動で、かた部Pの土壌が排土と共に崩れ
落ちることがあった。
Conventional soil removal plates are formed into rectangular or square shapes, for example, as shown in Figure 1A, and push much of the soil discharged to the side of the trench G further away, resulting in large soil removal resistance. Soft soil remains at the time of trench G, and the soil gap P that forms trench G remains in an extremely fragile state, and even a slight vibration causes the soil in corner P to collapse. Sometimes it collapsed when the soil was removed.

本考案は、このような問題点に鑑み、排上板の下端を作
業方向後方へ傾斜させて、土を押えながら排土し、且つ
前記下端の溝掘機側を土壌と略平行にして溝のかた部の
排土量を少なくし、これによって排土抵抗を少なくし且
つ溝への土洩れをなくすように構成した溝掘機の排土装
置を提供することを目的とする。
In view of these problems, the present invention has been developed by tilting the lower end of the discharging plate backward in the working direction, discharging the soil while holding down the soil, and placing the lower end on the trenching machine side approximately parallel to the soil to form the trench. To provide an earth removal device for a trench excavator configured to reduce the amount of earth removed at the side part, thereby reducing earth removal resistance and eliminating earth leakage into a trench.

この目的を達成するための本考案の特徴は、アッパカッ
ト式溝掘機の両側の側カバーを排土板を上下位置調整自
在に設け、各排土板の下端部に土壌表面と略平行な平行
部をその内端がら中途部まで形成し、且つ外上方向へ傾
斜した傾斜部をその中途部から外端まで形成した排土装
置において、前記平行部及び傾斜部は作業方向後下方へ
傾斜している点にある。
A feature of the present invention to achieve this purpose is that the side covers on both sides of the upper-cut trench excavator are equipped with earth removal plates that can be vertically adjusted, and the lower end of each earth removal plate is placed approximately parallel to the soil surface. In an earth removal device in which a parallel portion is formed from its inner end to a halfway point, and a sloped portion that slopes outward and upward is formed from the halfway point to its outer end, the parallel portion and the sloped portion are sloped backward and downward in the working direction. The point is that it is.

以下、本考案の実施例を図面に基いて説明する。Embodiments of the present invention will be described below with reference to the drawings.

第2図乃至第5図において、1はセンタドライブ型のア
ッパカット式溝掘機で、トラクタ2に3点リンク機構(
図示せず)を介して装着されている。
In Figs. 2 to 5, 1 is a center drive type upper cut trench excavator, and a tractor 2 has a three-point link mechanism (
(not shown).

3はトラクタ2の後輪を示す。溝掘機1は大別して、ギ
ヤケース5、このギヤケース5の下部に装着された伝動
ケース6、この伝動ケース6の両側に配置された回転ド
ラム7゜7(掘削ドラム)、3点リンク機構に装着する
ための連結手段8、ギヤケース5に装着されているカバ
一手段9及び深さ調整手段10を有して構成されている
3 indicates the rear wheel of the tractor 2. The trench excavator 1 is roughly divided into a gear case 5, a transmission case 6 attached to the lower part of the gear case 5, a rotating drum 7°7 (excavation drum) placed on both sides of the transmission case 6, and attached to a three-point link mechanism. The gear case 5 has a connecting means 8, a cover means 9 attached to the gear case 5, and a depth adjusting means 10.

ギヤケース5はその前面に入力軸11が突出しており、
トラクタ2のPTO軸とユニバーサルジヨイント(共に
図示せず)を介して連結される。
The gear case 5 has an input shaft 11 protruding from the front thereof.
It is connected to the PTO shaft of the tractor 2 via a universal joint (both not shown).

伝動ケース6はスプロケットを装着した駆動軸13を回
転自在に支持しており、ギヤケース5がらの動力が伝達
可能となっている。
The transmission case 6 rotatably supports a drive shaft 13 equipped with a sprocket, so that power from the gear case 5 can be transmitted.

前記駆動軸13には傾斜軸14が嵌装されておリ、1対
のギヤ(図示せず)を介して駆動される。
A tilt shaft 14 is fitted onto the drive shaft 13 and driven via a pair of gears (not shown).

この傾斜軸14に回転ドラム7が着脱自在に装着されて
おり、各回転ドラム7には多数の爪台21が溶着されて
おり、この爪台21には掘削爪22がボルト締結されて
いる。
A rotating drum 7 is detachably attached to the inclined shaft 14, and each rotating drum 7 has a large number of claw stands 21 welded to it, and an excavating claw 22 is bolted to the claw stands 21.

連結手段8はギヤケース5の両側に各一端が装置された
1対のサポートリンク35と、ギヤケース5の上部に各
一端が連結された1対のトップマスト36と、サポート
リンク35の各他端とトップマスト36の各他端とを連
結しているl対の連結杆37とを有しており、サポート
リンク35と連結杆37とを連結しているピン38に3
点リンク機構のロアリンクの後端が連結される。
The connecting means 8 includes a pair of support links 35 each having one end connected to both sides of the gear case 5, a pair of top masts 36 each having one end connected to the upper part of the gear case 5, and each other end of the support links 35. It has 1 pair of connecting rods 37 connecting each other end of the top mast 36, and 1 pair of connecting rods 37 connecting the support link 35 and the connecting rod 37.
The rear ends of the lower links of the point link mechanism are connected.

カバ一手段9は前部カバー39と側部カバー40.40
と後部カバー41とを有し、側部カバー40゜40はギ
ヤケース5及び後部カバー41に対して固定されており
、前部カバー39は両側部カバー40゜40の前部に固
定され、後部カバー41は支持部42がギヤケース5に
固定されている。
The cover means 9 includes a front cover 39 and a side cover 40.40.
and a rear cover 41, the side covers 40.degree. 40 are fixed to the gear case 5 and the rear cover 41, the front cover 39 is fixed to the front of the side covers 40.degree. 41, a support portion 42 is fixed to the gear case 5.

後部カバー41は溝戒形板ともなっており、その下部4
3は上部44に対して着脱自在に固定されている。
The rear cover 41 also serves as a groove plate, and its lower part 4
3 is detachably fixed to the upper part 44.

深さ調整手段10は地面に接当する円弧状の調整板45
を前部カバー39の前縁に蝶番46を介して連結し、サ
ポートリンク35に上下位置調整自在に設けた調整杆4
7の下端を鉄板45に枢支し、スプリング48で下方へ
弾圧しており、調整杆47に貫通配置されたピンの位置
を変更することにより、調整板45の上下位置を調整す
ることができる。
The depth adjustment means 10 is an arc-shaped adjustment plate 45 that contacts the ground.
is connected to the front edge of the front cover 39 via a hinge 46, and the adjustment rod 4 is provided on the support link 35 so as to be able to freely adjust its vertical position.
The lower end of the adjusting plate 47 is pivotally supported on a steel plate 45 and pressed downward by a spring 48, and the vertical position of the adjusting plate 45 can be adjusted by changing the position of a pin penetrating the adjusting rod 47. .

50は側部カバー40に装着されている排土板である。Reference numeral 50 designates a soil removal plate attached to the side cover 40.

排土板50は2条のスリブ)51.52を有し、側部カ
バー40と各スリブ)51.52に貫通したボルト53
に蝶ナツト54を螺合しており、これによって排土板5
0は側部カバー40の背面に上下位置調整自在に固定さ
れる。
The earth removal plate 50 has two strips) 51.52, and a bolt 53 passes through the side cover 40 and each of the sleeves) 51.52.
A wing nut 54 is screwed onto the earth removal plate 5.
0 is fixed to the back surface of the side cover 40 so as to be vertically adjustable.

各排土板50は鉄板等で形成されており、その上端部5
0 aと下端部50 bとは、第4図に示すように、作
業進行方向後方へ折曲されており、折曲された上端部5
0 aは補強リブとしての作用もしている。
Each earth removal plate 50 is formed of an iron plate or the like, and its upper end 5
0a and the lower end 50b are bent backward in the direction of work progress, as shown in FIG.
0a also acts as a reinforcing rib.

排土板50の下端部50 bは上押え部であり、伝動ケ
ース6に近い内端から中途部までが土壌の表面りと略平
行な平行部50 Cになっており、中途部から外端部ま
でが土壌表面りに対して外上方向に傾斜した傾斜部50
dとなっており、平行部50 C及び傾斜部50 d
は第4図に明らかなように、後下方向に傾斜している。
The lower end 50b of the soil removal plate 50 is an upper holding part, and the part from the inner end near the transmission case 6 to the middle part is a parallel part 50C that is approximately parallel to the surface of the soil, and from the middle part to the outer end A sloped portion 50 that slopes upward and outward with respect to the soil surface up to the soil surface.
d, the parallel part 50C and the inclined part 50d
As is clear from FIG. 4, it is inclined in the rear-down direction.

回転ドラム7によって土壌を掘削し、且つ後部カバー4
1で溝Gを形成していくと、掘り起された土は溝Gの左
右に飛散し、側部カバー40.40によって案内されて
、土壌表面りに山の状態になって落下堆積する。
The soil is excavated by the rotating drum 7, and the rear cover 4
When the trench G is formed in step 1, the dug up soil scatters to the left and right of the trench G, is guided by the side covers 40 and 40, and falls and accumulates in a heap on the soil surface.

この土は内端部より外端部が後方に位置するように傾斜
配置された排土板50によって溝掘機1の側方へ排土さ
れる。
This soil is discharged to the side of the trench excavator 1 by the soil discharge plate 50 which is arranged at an angle so that the outer end is located further back than the inner end.

排土板50はその中央部が土を側方へ押し動かしており
、下端部50bの平行部50 Cは溝Gのかた部Pに落
下している土を下方向へ押えつけながら成形し、かた部
Pの崩壊を防止すると共に排土が溝Gへこぼれるのを防
止する。
The soil removal plate 50 has its center part pushing the soil to the side, and the parallel part 50C of the lower end part 50b forms the soil while pressing it downward into the side part P of the groove G. This prevents the side part P from collapsing and also prevents the discharged earth from spilling into the groove G.

傾斜部50 dは落下堆積している排土を下方向へ押え
つけながら山形状に成形し、平行部50 C側へ排土が
戻らないようにしている。
The sloped portion 50d is formed into a mountain shape while pressing down the discharged soil that has fallen and accumulated, and prevents the discharged soil from returning to the parallel portion 50C side.

排土板の下端部の平行部と傾斜部とが、作業方向後下方
へ傾斜しているので溝のかた部上の土壌を平行部で押し
固め且つ外側方へ押し出しながら傾斜部で山形状に押し
固めることができ、土壌の後方逃しか可能であるので、
押し固めが容易で排土抵抗も少なく、かた崩れ及び土洩
れのない良好な溝を形成することができる。
The parallel part and the inclined part at the lower end of the earth removal plate are inclined backward and downward in the working direction, so the soil on the side of the groove is compacted by the parallel part and pushed outward, while being formed into a mountain shape by the inclined part. Because it can be compacted and the soil can only be released backwards,
Compaction is easy, soil removal resistance is low, and it is possible to form a good groove without any collapse or soil leakage.

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

第1図A、Bは夫々従来と本考案との排土板による排土
状態を対比した説明図、第2図及び第3図は本考案の実
施例を示す夫々一部断面説明図と背面図、第4図は第3
図のIV−IV線断面図、第5図は排土板の背面図であ
る。 1・・・・・・溝掘機、6・・・・・・伝動ケース、7
・・・・・・回転ドラム、9・・・・・・カバ一手段、
50・・・・・・排土板、50 a・・・・・・上端部
、50 b・・・・・・下端部、50 C・・・・・・
平行部、50 d・・・・・・傾斜部、G・・・・・・
溝、L・・・・・・土壌表面。
Figures 1A and B are explanatory diagrams comparing the soil removal state by the conventional soil removal plate and the present invention, respectively, and Figures 2 and 3 are a partial cross-sectional explanatory diagram and rear view showing the embodiment of the present invention, respectively. Figure 4 is the third
A sectional view taken along the line IV-IV in the figure, and FIG. 5 is a rear view of the earth removal plate. 1... Grooving machine, 6... Transmission case, 7
...Rotating drum, 9...Cover means,
50... Soil removal plate, 50 a... Upper end, 50 b... Lower end, 50 C...
Parallel part, 50 d... Inclined part, G...
Groove, L...Soil surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] アッパカット式溝掘機の両側の側カバーに排土板を上下
位置調整自在に設け、各排土板の下端部に土壌表面と略
平行な平行部をその内端から中途部まで形成し、且つ外
上方向へ傾斜した傾斜部をその中途部から外端まで形成
した排土装置において、前記平行部及び傾斜部は作業方
向後下方へ傾斜していることを特徴とする溝掘機の排土
装置。
Earth removal plates are installed on the side covers on both sides of the upper-cut trench excavator so that the vertical position can be adjusted freely, and a parallel part that is approximately parallel to the soil surface is formed at the lower end of each earth removal plate from the inner end to the middle part, The earth removal device has an inclined part inclined outwardly and upwardly from the middle part to the outer end, wherein the parallel part and the inclined part are inclined backwardly downward in the working direction. Soil equipment.
JP1979168519U 1979-12-04 1979-12-04 Ditch excavator soil removal device Expired JPS586933Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979168519U JPS586933Y2 (en) 1979-12-04 1979-12-04 Ditch excavator soil removal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979168519U JPS586933Y2 (en) 1979-12-04 1979-12-04 Ditch excavator soil removal device

Publications (2)

Publication Number Publication Date
JPS5687544U JPS5687544U (en) 1981-07-13
JPS586933Y2 true JPS586933Y2 (en) 1983-02-07

Family

ID=29679350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979168519U Expired JPS586933Y2 (en) 1979-12-04 1979-12-04 Ditch excavator soil removal device

Country Status (1)

Country Link
JP (1) JPS586933Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU383803A1 (en) * 1971-08-16 1973-05-23

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU383803A1 (en) * 1971-08-16 1973-05-23

Also Published As

Publication number Publication date
JPS5687544U (en) 1981-07-13

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