JPH0213561Y2 - - Google Patents

Info

Publication number
JPH0213561Y2
JPH0213561Y2 JP12375582U JP12375582U JPH0213561Y2 JP H0213561 Y2 JPH0213561 Y2 JP H0213561Y2 JP 12375582 U JP12375582 U JP 12375582U JP 12375582 U JP12375582 U JP 12375582U JP H0213561 Y2 JPH0213561 Y2 JP H0213561Y2
Authority
JP
Japan
Prior art keywords
boom
bucket
arm
excavation
end connecting
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
JP12375582U
Other languages
Japanese (ja)
Other versions
JPS5931650U (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 JP12375582U priority Critical patent/JPS5931650U/en
Publication of JPS5931650U publication Critical patent/JPS5931650U/en
Application granted granted Critical
Publication of JPH0213561Y2 publication Critical patent/JPH0213561Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Shovels (AREA)

Description

【考案の詳細な説明】 本考案は掘削機の側溝掘り装置に関するもので
ある。
[Detailed Description of the Invention] The present invention relates to a ditch digging device for an excavator.

従来車のバケツト水平移動は第2図におけるメ
インリンクhと補助リンクgを平行4節に連結し
バケツト水平移動するものでメインブームiとメ
インリンクhとを油圧シリンダeで操作するもの
である。
The horizontal movement of the conventional vehicle is performed by connecting the main link h and the auxiliary link g in four parallel sections in FIG. 2, and the main boom i and main link h are operated by a hydraulic cylinder e.

第1図X1,X2に示すリンク連結ピン軸芯は同
図の掘削開始姿勢と第3図に示す通常掘削姿勢に
おいて、地表面GLに対し垂直でない状態にある。
The axis of the link connecting pin shown in FIG. 1 X 1 and X 2 is not perpendicular to the ground surface GL in the excavation start position shown in the same figure and in the normal excavation position shown in FIG. 3.

掘削開始姿勢より側溝姿勢に移行することによ
り従来車では第3図のごとく先の軸芯角の違いか
らバケツトdが水平に移動しない。
By shifting from the excavation start position to the gutter position, in the conventional vehicle, the bucket d does not move horizontally due to the difference in the shaft center angle, as shown in FIG.

第3図においてd1又はd2とバケツトdを移行し
た場合Y1又はY2のバケツト上昇を生み、掘削開
始でバケツト位置を決める際、地表面と離れ不正
確な位置決めとなつたりそれを補うためにブーム
シリンダjとの併用操作が必要となる。
In Figure 3, if the bucket d is shifted from d 1 or d 2 , it will cause the bucket to rise by Y 1 or Y 2 , and when determining the bucket position at the start of excavation, it will be separated from the ground surface, resulting in inaccurate positioning, or it will be compensated for. Therefore, it is necessary to operate it in combination with boom cylinder j.

第4図はバツクホー型掘削機のアーム最大掘削
姿勢を示す。特に側溝掘り掘削機においては大部
分が同図の床下掘削となり、この姿勢での掘削能
力が作業性に大きな影響を及ぼすものである。側
溝掘りのほとんどは床下水平溝掘削の為アーム掘
削能力が重要となるが一般には第4図のアーム基
準線○ニの前後30゜位が理想的と言われ、言うまで
もなく基準線○ニが地表面GLに対し垂直の位置が
アーム最大掘削である。第4図においてピン○イ,
○ロを結ぶ線とピン○ロ,○ハを結ぶ線の成す角90゜に
近い状態にある。
Figure 4 shows the maximum excavation posture of the arm of the excavator. In particular, most of the trench digging excavators perform sub-floor excavation as shown in the figure, and the ability to excavate in this position has a significant impact on work efficiency. Most of the side ditch digging involves digging horizontal trenches under the floor, so the arm digging ability is important, but in general, it is said that the ideal position is around 30 degrees in front and behind the arm reference line ○D in Figure 4, and it goes without saying that the reference line ○D is The position perpendicular to the surface GL is the maximum arm excavation. In Figure 4, pin○i,
The angle formed by the line connecting ○B and the line connecting pins ○RO and ○C is close to 90°.

第5図においては先の第3図で説明したバケツ
ト上昇の理由から上昇したバケツトdをブームシ
リンダjまで下降させ、メインブームiの下降回
転により変化したアーム基準線○ニを元の地表面
GLに対し垂直な角度に戻してやるべく、アーム
シリンダfを操作し、結果的にはアーム基準線の
対地表面垂直を維持してアームシリンダfの取付
角(ピン○イ,○ロ結線とピン○ロ,○ハ結線の成す角

を90゜から大きく変更することを余儀なくされ、
バケツト移行前と比較して掘削能力の低下を生む
ことになる。
In Figure 5, the bucket d, which has risen due to the reason for the bucket lifting explained in Figure 3, is lowered to the boom cylinder j, and the arm reference line ○, which has changed due to the downward rotation of the main boom i, is returned to the original ground surface.
In order to return the angle to perpendicular to GL, operate arm cylinder f, and as a result maintain the arm reference line perpendicular to the ground surface and adjust the mounting angle of arm cylinder f (pin ○ A, ○ B connection and pin ○ (Angle formed by the connections B, ○C)
was forced to change the angle significantly from 90°,
This will result in a decrease in excavation capacity compared to before the transition to buckets.

第1図の構成でバケツトdの掘削による上下方
向反力A←→Bは第2図のメインリンクhで受け持
ち補助リンクgはバケツトdを移行する為だけの
ロツド構造と言える。又バケツトdの掘削等で発
生する左右方向反力Y→Xの力は○右側溝掘でメイ
ンリンクhに引張と曲げの力を与え側溝シリンダ
eに圧縮の力を与え、さらに補助リンクのgに対
しては圧縮の力となつて作用する。又○左側溝掘で
はメインリンクhに圧縮と曲げの力、シリンダe
に引張りの力、補助リンクgに引張りの力と当然
のことながら移行によつて曲げを除いて逆の力と
なる。ここで補助リンクgについて考えた場合、
メインリンクhが強固でシリンダeが左右反力に
十分耐えられる場合補助リンクgにおいての外力
は発生しないものの、直接的にバケツト横に外力
を受けた場合もしくはシリンダeがメインリンク
hから受ける力に負けて油圧リリーフした際は、
確実に補助リンクgに引張りもしくは圧縮の力が
働き従来の構造では特に補助リンクgに圧縮荷重
を受ける右側溝掘りの時と直接バケツトdに右か
ら左の外力を受ける場合、強度的に著しく不安定
な構造と言える。
In the configuration shown in FIG. 1, the vertical reaction force A←→B due to excavation of the bucket d is the main link h in FIG. 2, and the auxiliary link g is a rod structure only for moving the bucket d. In addition, the left-right reaction force Y→X generated when excavating bucket d, etc. is ○During right-side ditch digging, it applies tensile and bending force to main link h, gives compressive force to gutter cylinder e, and further applies auxiliary link g. It acts as a compressive force on the Also, when digging trenches on the left side, compression and bending forces are applied to the main link h, and cylinder e.
A tensile force is applied to the auxiliary link g, a tensile force is applied to the auxiliary link g, and of course the force becomes the opposite except for bending due to the transition. If we consider the auxiliary link g,
If the main link h is strong and the cylinder e can sufficiently withstand the left and right reaction force, no external force will occur at the auxiliary link g, but if the external force is directly applied to the side of the bucket or the cylinder e is affected by the force received from the main link h. When you lose and use hydraulic relief,
In the conventional structure, tensile or compressive force is definitely applied to the auxiliary link g, and especially when digging a trench on the right side, where the auxiliary link g is subjected to a compressive load, and when the bucket d is directly subjected to an external force from the right to the left, there is a significant loss in strength. It can be said that the structure is stable.

本考案は上記の事情に鑑みなされたものであつ
て、その目的とするところはピンの地表面に対す
る軸芯角度を、掘削機が掘削開始姿勢、及びアー
ム掘削最大の姿勢で、地表面に対し垂直に位置さ
せることにより掘削能力を向上させ、同時に左右
2本のリンクを同形にすることにより、左右いず
れの側溝掘り姿勢でも横方向の力に同等に対処さ
せることを可能にすることにある。
The present invention was developed in view of the above circumstances, and its purpose is to adjust the axis angle of the pin relative to the ground surface when the excavator is in the excavation starting position and in the maximum excavation position of the arm. By locating it vertically, the excavation ability is improved, and at the same time, by making the two left and right links the same shape, it is possible to equally deal with lateral forces in either the left or right digging posture.

以下、本考案を第7図以下を参照して説明す
る。
Hereinafter, the present invention will be explained with reference to FIG. 7 and subsequent figures.

図面中1は車体であり、9は車体1に起伏可能
に設けられたブームであり、10′はブームシリ
ンダでもある。
In the drawing, 1 is a vehicle body, 9 is a boom provided on the vehicle body 1 so that it can be raised and lowered, and 10' is also a boom cylinder.

図面中8,7はリンク本体12′を構成する左、
側リンクであり、この左,右側リンク8,7の後
端連結部10および前端連結部11は階段状に屈
曲していて前,後端連結部11,10は互いに平
行になつている。そして左,右側リンク8,7の
後端連結部10は前記ブーム9の先端部の左右に
ピン12,13で左右揺動可能に連結してあり、
また左,右側リンク8,7の前端連結部11はア
ーム支持部材14にピン15,16で連結してあ
る。
In the drawing, 8 and 7 are the left side constituting the link body 12';
These are side links, and the rear end connecting portions 10 and front end connecting portions 11 of the left and right side links 8, 7 are bent in a stepwise manner, and the front and rear end connecting portions 11, 10 are parallel to each other. The rear end connecting portions 10 of the left and right links 8 and 7 are connected to the left and right sides of the tip of the boom 9 by pins 12 and 13 so as to be able to swing left and right,
Further, the front end connecting portions 11 of the left and right links 8, 7 are connected to the arm support member 14 by pins 15, 16.

そして、前記ブーム9の先端部を地表面GLと
略平行にした状態では前記ピン12,13,1
5,16の軸線X3,X4は地表面GLに対して垂直
になつている。
When the tip of the boom 9 is made substantially parallel to the ground surface GL, the pins 12, 13, 1
The axes X 3 and X 4 of Nos. 5 and 16 are perpendicular to the ground surface GL.

前記アーム支持部材14にはアーム3が起伏可
能に取付けてあり、アーム支持部材14にはアー
ム3の起伏を操作するアームシリンダ6が設けて
ある。アーム3の先部にはバケツト4が設けてあ
り、アーム3にはバケツト4の操作用のバケツト
シリンダ18が設けてある。
The arm 3 is attached to the arm support member 14 so as to be able to raise and lower, and the arm support member 14 is provided with an arm cylinder 6 that operates the arm 3 to raise and lower. A bucket 4 is provided at the tip of the arm 3, and a bucket cylinder 18 for operating the bucket 4 is provided on the arm 3.

しかして、第7図の掘削開始姿勢では前記ピン
12,13,15,16の軸線X3,X4が地表面
GLに対して垂直になつているために第13図の
ように地表面GLと平行にバケツト4は移動する。
このために運転が容易にバケツト4の位置決めを
することができる。
Therefore, in the excavation starting position shown in Fig. 7, the axes X 3 and
Since it is perpendicular to the GL, the bucket 4 moves parallel to the ground surface GL as shown in Figure 13.
Therefore, the bucket cart 4 can be positioned easily during operation.

また、第14図に示すように側溝掘りの場合側
溝掘り掘削のほとんどは床下水平溝掘削の為アー
ム掘削能力が重要となるが一般には第14図のア
ーム基準線○ニの前後30゜位が理想的と言われ、言
うまでもなく基準線○ニが地表面GLに対し垂直の
位置がアーム最大掘削である。ピン○ト,○チを結ぶ
線とピン○チ,○リを結ぶ線はいずれも同じく90゜に
近い状態にある。第14図から第15図にバケツ
ト移行した場合はアーム掘削に必要な条件を全く
変えずにどの位置でもアーム最大掘削姿勢を取る
ことができ、側溝掘り能力を向上できる。
In addition, as shown in Figure 14, in the case of side ditch digging, most of the side ditch digging is horizontal trench excavation under the floor, so the arm digging ability is important. It is said to be ideal, and needless to say, the maximum excavation of the arm is when the reference line ○2 is perpendicular to the ground surface GL. The line connecting pin ○ and ○ and the line connecting pin ○ and ○ are both close to 90 degrees. When the bucket is shifted from Fig. 14 to Fig. 15, the arm can take the maximum excavation posture at any position without changing the conditions necessary for arm excavation, and the ditch digging ability can be improved.

左,右側リンク8,7では左右同形のリンクピ
ン間中央にバケツトブーム中心線11′を置くこ
とによりバケツトから受ける直接の外力等を引張
力・圧縮力を等分に左右側リンク7,8が分担し
左、右いずれの位置でも得手不得手なく有効に対
処できるようになる。従来においてピン○ハまわり
のモーメントM2は第6図のようにF1×L2となる
が、本考案の場合第16図のようにピン○リまわり
のモーメントM1はF1×L1となりα=90゜で最大と
なる。
In the left and right links 8, 7, by placing the bucket boom center line 11' in the center between the link pins of the same shape on the left and right, the direct external force received from the bucket can be divided equally between the tensile force and compressive force. will be able to effectively deal with both left and right positions without any strengths or weaknesses. Conventionally, the moment M 2 around the pin ○ is F 1 ×L 2 as shown in Fig. 6, but in the case of the present invention, the moment M 1 around the pin ○ is F 1 × L 1 as shown in Fig. 16. Therefore, it becomes maximum at α=90°.

本考案は以上詳述したようになり、相互に同一
形状にした左,右側リンク8,7にてリンク本体
12′を構成し、かつ上記左,右側リンク8,7
の前,後部を階段状に屈曲して、この前,後部に
互いに平行な前端連結部11と、後端連結部10
を設け、左,右側リンク8,7の後端連結部10
をブーム9に左右揺動可能にピン12,13で連
結し、左,右側リンク8,7の前端連結部11を
フロントブーム14にピン15,16で連結し、
前記ブーム9の先端部を地表面GLと平行にした
状態で各ピン12,13,15,16の軸線X3
X4を地表面GLに垂直になしたことを特徴とする
ものである。
The present invention has been described in detail above, and the link main body 12' is composed of the left and right links 8, 7 having the same shape, and the left and right links 8, 7 have the same shape.
The front and rear parts are bent in a step-like manner, and the front and rear parts have a front end connecting part 11 and a rear end connecting part 10 that are parallel to each other.
A rear end connecting portion 10 of the left and right links 8, 7 is provided.
is connected to the boom 9 with pins 12 and 13 so as to be able to swing left and right, and the front end connecting portions 11 of the left and right links 8 and 7 are connected to the front boom 14 with pins 15 and 16,
With the tip of the boom 9 parallel to the ground surface GL, the axes of each pin 12, 13, 15, 16 X 3 ,
It is characterized by having X 4 perpendicular to the ground surface GL.

このために、ブーム9の先端部を地表面GLと
平行にした状態、すなわち、掘削開始姿勢と最大
掘削姿勢において、ブーム9とリンク本体12′
およびアーム本体12′とアーム支持部材14と
を連結する各ピン12,13,15,16の軸芯
を地表面GLに対して垂直に位置され、従つて掘
削開始時において、ブーム9の旋回だけで、バケ
ツト4の高さが変ることなくこのバケツト4を左
右へ水平に移動でき、バケツト4の側溝掘削姿勢
への移行作業を簡単に行なうことができる。また
最大掘削姿勢における掘削能力を向上することが
できる。さらに左,右リンク8,7を相互に同一
形状にしたことにより、左,右いずれの側溝掘り
姿勢でも横方向の力に同等に対処させることがで
きる。
For this purpose, the boom 9 and the link body 12'
The axes of the pins 12, 13, 15, and 16 connecting the arm body 12' and the arm support member 14 are positioned perpendicular to the ground surface GL. Therefore, the bucket cart 4 can be horizontally moved from side to side without changing its height, and the work of shifting the bucket cart 4 to the gutter excavation position can be easily performed. Further, the excavation ability in the maximum excavation posture can be improved. Furthermore, by making the left and right links 8 and 7 the same shape, it is possible to equally deal with lateral forces in either the left or right trench digging posture.

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

第1図は従来の側溝掘り装置を備えた掘削機の
側面図、第2図は同平面図、第3図は同掘削機の
バケツト移動の説明図、第4図,第5図は同掘削
機の側溝掘りの説明図、第6図はピン○ハにおける
モーメント説明図、第7図は本考案一実施例の側
溝掘り装置を備えた掘削機の側面図、第8図は同
平面図、第9図はブームの側面図、第10図は同
平面図、第11図はリンク及びフロントブームの
側面図、第12図は同平面図、第13図はバケツ
ト移動の説明図、第14図,第15図は側溝掘り
の説明図、第16図はピン○リにおけるモーメント
説明図である。 7は右側リンク、8は左側リンク、9はブー
ム、12,13,15,16はピン。
Figure 1 is a side view of an excavator equipped with a conventional ditch digging device, Figure 2 is a plan view of the same, Figure 3 is an explanatory diagram of bucket movement of the excavator, and Figures 4 and 5 are the same excavator. FIG. 6 is an explanatory diagram of the moment at pin ○ha, FIG. 7 is a side view of an excavator equipped with a ditch digging device according to an embodiment of the present invention, and FIG. 8 is a plan view of the same. Fig. 9 is a side view of the boom, Fig. 10 is a plan view of the same, Fig. 11 is a side view of the link and front boom, Fig. 12 is a plan view of the same, Fig. 13 is an explanatory diagram of bucket movement, Fig. 14 , FIG. 15 is an explanatory diagram of side ditch digging, and FIG. 16 is an explanatory diagram of the moment in pin ○ri. 7 is the right link, 8 is the left link, 9 is the boom, and 12, 13, 15, and 16 are the pins.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 相互に同一形状にした左,右側リンク8,7に
てリンク本体12′を構成し、かつ上記左,右側
リンク8,7の前,後部を階段状に屈曲して、こ
の前,後部に互いに平行な前端連結部11と、後
端連結部10を設け、左,右側リンク8,7の後
端連結部10をブーム9に左右揺動可能にピン1
2,13で連結し、左,右側リンク8,7の前端
連結部11をフロントブーム14にピン15,1
6で連結し、前記ブーム9の先端部を地表面GL
と平行にした状態で各ピン12,13,15,1
6の軸線X3,X4を地表面GLに垂直になしたこと
を特徴とする掘削機の側溝掘り装置。
The left and right links 8 and 7, which have the same shape, constitute a link body 12', and the front and rear portions of the left and right links 8 and 7 are bent in a step-like manner so that the front and rear links are connected to each other. A parallel front end connecting part 11 and a rear end connecting part 10 are provided, and the rear end connecting part 10 of the left and right links 8, 7 is attached to the boom 9 with a pin 1 so as to be swingable from side to side.
2 and 13, and connect the front end connecting portions 11 of the left and right links 8 and 7 to the front boom 14 with pins 15 and 1.
6 and connect the tip of the boom 9 to the ground surface GL.
Each pin 12, 13, 15, 1 in parallel with
A ditch digging device for an excavator, characterized in that the axes X 3 and X 4 of No. 6 are perpendicular to the ground surface GL.
JP12375582U 1982-08-17 1982-08-17 Excavator trench digging equipment Granted JPS5931650U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12375582U JPS5931650U (en) 1982-08-17 1982-08-17 Excavator trench digging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12375582U JPS5931650U (en) 1982-08-17 1982-08-17 Excavator trench digging equipment

Publications (2)

Publication Number Publication Date
JPS5931650U JPS5931650U (en) 1984-02-27
JPH0213561Y2 true JPH0213561Y2 (en) 1990-04-13

Family

ID=30282374

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12375582U Granted JPS5931650U (en) 1982-08-17 1982-08-17 Excavator trench digging equipment

Country Status (1)

Country Link
JP (1) JPS5931650U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01142133A (en) * 1987-11-26 1989-06-05 Komatsu Ltd Interference preventer for working machine
JP2598119Y2 (en) * 1991-03-01 1999-08-03 株式会社 ダイフク Elevating platform drop prevention mechanism

Also Published As

Publication number Publication date
JPS5931650U (en) 1984-02-27

Similar Documents

Publication Publication Date Title
US6854951B2 (en) Vertical lift type arm device
US4728251A (en) Complete swivel type backhoe vehicle
JPH08209730A (en) Link motion for connecting operating tool to machine
JPH0213561Y2 (en)
JP3863193B2 (en) Tilt link mechanism
EP1154081B1 (en) A machine having a working arm
JP2554928Y2 (en) Gutter excavator boom structure
JP4329245B2 (en) Box-shaped cross-section structure and work attachment applied to work attachments for construction machinery
JP4086172B2 (en) Boom offset hydraulic excavator
JP3369025B2 (en) Link device for hydraulic excavator
JP2003034945A (en) Offset boom tape construction machinery
JPH026125Y2 (en)
JP2563568Y2 (en) Hydraulic excavator for gutter excavation
GB2368573A (en) A machine with working arm and having inclined tilt levers
JPS6233784Y2 (en)
JP2563567Y2 (en) Hydraulic excavator for gutter excavation
JP2002070060A (en) Hydraulic shovel
JPH0316907Y2 (en)
JPS6220526Y2 (en)
JPS6233789Y2 (en)
JPH0319329B2 (en)
JPH0535181Y2 (en)
JPS633103B2 (en)
JP2565537Y2 (en) Hydraulic excavator boom offset structure
JPH0315633Y2 (en)