JPH0835240A - Blade device of gyratory excavator - Google Patents

Blade device of gyratory excavator

Info

Publication number
JPH0835240A
JPH0835240A JP19209094A JP19209094A JPH0835240A JP H0835240 A JPH0835240 A JP H0835240A JP 19209094 A JP19209094 A JP 19209094A JP 19209094 A JP19209094 A JP 19209094A JP H0835240 A JPH0835240 A JP H0835240A
Authority
JP
Japan
Prior art keywords
excavating
earth
blade
hydraulic cylinder
plates
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.)
Pending
Application number
JP19209094A
Other languages
Japanese (ja)
Inventor
Nobuo Fujita
信夫 藤田
Keiji Bando
啓二 板東
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.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP19209094A priority Critical patent/JPH0835240A/en
Publication of JPH0835240A publication Critical patent/JPH0835240A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To increase the excavating capacity around legs of a gyratory excavating machine with a blade device. CONSTITUTION:Right and left soil-discharging plates 11R, 11L are rotatably attached with pins 12 respectively at the front ends of the right and left support frames 10R, 10L fitted to the lower carrying body so as to be erected or lowered. A notch is provided at one end of the right and left blade 11R, 11L to engage with each other. A pin 14 is fixed to the right blade 11R and a long hole 15 is provided in the left blade 11L to connect them. The right blade 11R is connected to the right support frame 10R by hydraulic cylinder 16. When excavating the soil around the legs, the hydraulic cylinder 16 is shortened and the right and left blade 11R, 11L are bent inward and the bucket 6 is positioned close to the carrier body to work there. Since the blade 11 is grounded in front of the carrier body, it is stable at the front side and the excavating force is large.

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、旋回式掘削機械、特に
は油圧式掘削機械の下部走行体に装着された排土板装置
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a swivel excavating machine, and more particularly to an earth dumping plate device mounted on a lower traveling body of a hydraulic excavating machine.

【0002】[0002]

【従来の技術】従来の油圧式掘削機械は、図11に示す
ように、下部走行体1には、車体前方(F方向)に排土
板50を備えた支持フレーム51が伏仰可能に装着され
ており、油圧シリンダ2の伸縮により伏仰作動するよう
になっている。他方、上部旋回体3には、ブーム4、ア
ーム5およびバケット6などからなる掘削作業機が装着
されている。排土板50は排土作業に使用するととも
に、接地時にはアウトリガーとして利用され、車体前方
(F方向)の安定性を向上させる。
2. Description of the Related Art In a conventional hydraulic excavating machine, as shown in FIG. 11, a supporting frame 51 having an earth discharging plate 50 is mounted on a lower traveling body 1 so as to be able to rise and fall. The hydraulic cylinder 2 is expanded and contracted so that the hydraulic cylinder 2 can be moved up and down. On the other hand, an excavation work machine including a boom 4, an arm 5, a bucket 6, and the like is attached to the upper-part turning body 3. The earth discharging plate 50 is used for earth discharging work, and is also used as an outrigger at the time of grounding to improve the stability in the front of the vehicle body (F direction).

【0003】[0003]

【発明が解決しようとする課題】上記従来の旋回式掘削
機械によれば、図11から明らかなように、車体前方
(F方向)で掘削作業しようとすると、排土板50が邪
魔になり、バケット6を車体に接近させることができ
ず、足元掘削できないという問題がある。そこで足元掘
削する場合は、上部旋回体3を排土板50のない車体後
方(R方向)まで旋回させる必要があるが、この場合、
排土板50をアウトリガーとして利用できないため、安
定性が低下し、十分な掘削力が得られないという問題が
ある。
According to the conventional swivel excavating machine described above, as is apparent from FIG. 11, when an excavating operation is performed in front of the vehicle body (direction F), the earth-discharging plate 50 becomes an obstacle. There is a problem that the bucket 6 cannot be brought close to the vehicle body and the foot cannot be excavated. Therefore, when excavating at the feet, it is necessary to rotate the upper swing body 3 to the rear (R direction) of the vehicle body without the soil discharge plate 50. In this case,
Since the soil discharge plate 50 cannot be used as an outrigger, there is a problem that stability is lowered and sufficient excavation force cannot be obtained.

【0004】本発明は上記の問題点に着目してなされた
もので、十分な掘削力と掘削時の安定性とを確保しつつ
足元掘削できる旋回式掘削機械の排土板装置を提供する
ことを目的としている。
The present invention has been made in view of the above problems, and provides an earth excavating plate device for a swing excavating machine capable of excavating a foot while ensuring a sufficient excavating force and stability during excavation. It is an object.

【0005】[0005]

【課題を解決するための手段】上記目的達成のため、本
発明にかかる旋回式掘削機械の排土板装置においては、
上部旋回体に掘削作業機を備えるとともに、下部走行体
に伏仰可能に装着された左右の支持フレームに排土板を
架設してなる旋回式掘削機械において、前記排土板を左
右に分割するとともに、左側の排土板を左側の支持フレ
ームに対し、一方、右側の排土板を右側の支持フレーム
に対して回動または摺動可能なるように装着してなるこ
とを特徴としている。
In order to achieve the above-mentioned object, in the earth excavating plate device of the swing excavating machine according to the present invention,
In a revolving excavating machine in which an excavating work machine is provided in an upper revolving structure, and earth excavating plates are installed on left and right support frames that are attached to a lower traveling body so as to be able to lie down At the same time, the left earth-discharging plate is attached to the left-side support frame, while the right-side earth-discharging plate is attached to the right-side support frame so as to be rotatable or slidable.

【0006】[0006]

【作用】上記のような構成としたため、排土作業時には
左右の排土板の前面を平板として排土作業を行い、足元
掘削時には左右の排土板をそれぞれの支持フレームに対
して回動または摺動させて車体前方の中央部位に空間を
形成することが可能となり、バケットを車体に近接させ
てオペレータの視界限界までの足元掘削が可能となる。
また、足元掘削時に排土板は前方に位置してアウトリガ
ーとして利用できるため、前方安定性が良好で、十分な
掘削力を確保することができる。
With the above-described structure, the front and back surfaces of the left and right earth removing plates are used as flat plates during earth removing work, and the left and right earth removing plates are rotated or moved with respect to the respective support frames during foot excavation. It becomes possible to form a space at the central portion in front of the vehicle body by sliding it, and it becomes possible to excavate the foot up to the limit of the operator's visibility by bringing the bucket close to the vehicle body.
In addition, since the excavation plate is located forward and can be used as an outrigger during excavation at the feet, the forward stability is good and sufficient excavation force can be secured.

【0007】[0007]

【実施例】以下に本発明に係る旋回式掘削機械の排土板
装置の実施例について、図面を参照して説明する。な
お、従来技術と同一物は同一番号を付す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the earth discharging plate device for a swing excavating machine according to the present invention will be described below with reference to the drawings. The same parts as those in the conventional technology are designated by the same reference numerals.

【0008】図1は第1実施例を示す排土板装置の斜視
図であり、図2は平面図である。左右支持フレーム10
L、10Rは下部走行体1に伏仰自在に装着され、油圧
シリンダ2により伏仰することは従来のものと同一なの
で説明は省略する。左右支持フレーム10L、10Rの
先端にはそれぞれ左排土板11L、右排土板11Rがピ
ン12により回動自在に軸着されている。左排土板11
Lと右排土板11Rとのそれぞれの一端には複数個の切
り込み13が設けられており、互いに咬合していてピン
14により連結されている。ピン14は右排土板11R
に固着されており、左排土板11Lには長穴15が設け
られていて左右排土板11L、11Rはピン14を中心
として屈曲可能となっている。右排土板11Rと右支持
フレーム10Rとは油圧シリンダ16により連結されて
いる。
FIG. 1 is a perspective view of an earth discharging plate apparatus showing a first embodiment, and FIG. 2 is a plan view. Left and right support frame 10
L and 10R are mounted on the lower traveling body 1 so as to be able to rise and fall, and the raising and lowering by the hydraulic cylinder 2 is the same as the conventional one, and therefore the description thereof is omitted. A left earth discharging plate 11L and a right earth discharging plate 11R are rotatably attached by pins 12 to the ends of the left and right support frames 10L and 10R, respectively. Left earth plate 11
A plurality of notches 13 are provided at one end of each of the L and the right earth discharging plate 11R, and they engage with each other and are connected by a pin 14. Pin 14 is the right earth plate 11R
The left earth discharging plate 11L is provided with a long hole 15 so that the left and right earth discharging plates 11L and 11R can be bent around the pin 14. The right soil plate 11R and the right support frame 10R are connected by a hydraulic cylinder 16.

【0009】排土作業時には、左右排土板11L、11
Rは、図2に示すように、油圧シリンダ16を伸長して
前面を平板とする。この場合、バケット6は排土板11
の前方位置までしか接近できない。
At the time of earth removing work, left and right earth removing plates 11L, 11
As shown in FIG. 2, R extends the hydraulic cylinder 16 so that the front surface is a flat plate. In this case, the bucket 6 has an earth plate 11
You can only approach to the front position.

【0010】足元掘削時には図3に示すように、油圧シ
リンダ16を短縮し、左右排土板11L、11Rを内側
に屈曲させる。これによりバケット6は当初の点線位置
より内側の実線位置まで接近可能となり、足元掘削が可
能となる。また、このとき前方向に対してはA点が支点
となり、したがって前方安定性は良好であり、大きな掘
削力を得られる。
When excavating the feet, as shown in FIG. 3, the hydraulic cylinder 16 is shortened, and the left and right earth discharging plates 11L and 11R are bent inward. As a result, the bucket 6 can be brought closer to the solid line position on the inner side than the initial dotted line position, and the foot excavation can be performed. Further, at this time, the point A is a fulcrum in the forward direction, and therefore the forward stability is good and a large excavating force can be obtained.

【0011】図4は排土板装置の第2実施例を示す平面
図であり、左右支持フレーム20L、20Rの先端には
それぞれ左右排土板21L、21Rに固着されたアーム
22L、22Rがピン23により回動自在に軸着されて
おり、アーム22L、22Rのピン23の近傍と、左右
支持フレーム20L、20Rを連結しているブラケット
24とは油圧シリンダ25により連結している。左右排
土板21L、21Rの一端には段付部26L、26Rが
設けられ互いに係合するようになっている。
FIG. 4 is a plan view showing a second embodiment of the earth discharging plate apparatus. Arms 22L and 22R fixed to the left and right earth discharging plates 21L and 21R are pinned at the tips of the left and right supporting frames 20L and 20R, respectively. It is rotatably attached by a shaft 23, and the vicinity of the pins 23 of the arms 22L and 22R and a bracket 24 connecting the left and right support frames 20L and 20R are connected by a hydraulic cylinder 25. Stepped portions 26L and 26R are provided at one end of the left and right soil discharging plates 21L and 21R so as to engage with each other.

【0012】排土作業時には、図4に示すように、油圧
シリンダ25を短縮して左右排土板21L、21Rの段
付部26Lと26Rとを係合させ前面を平板とする。こ
の場合、バケット6は排土板21の前方位置までしか接
近できない。
At the time of earth unloading work, as shown in FIG. 4, the hydraulic cylinder 25 is shortened to engage the stepped portions 26L and 26R of the left and right earth unloading plates 21L and 21R to form a flat front surface. In this case, the bucket 6 can only approach the front position of the earth discharging plate 21.

【0013】足元掘削時には、図5に示すように、油圧
シリンダ25を伸長し、左右排土板21L、21Rをピ
ン23を中心に回動させ、左右に開いて中央部に空間を
形成させる。これによりバケット6は当初の点線位置よ
り内側の実線位置まで接近可能となり、足元掘削が可能
となる。また、このとき前方向に対してはB点が支点と
なり、したがって前方安定性は良好であり、大きな掘削
力を得られる。
At the time of excavating the feet, as shown in FIG. 5, the hydraulic cylinder 25 is extended and the left and right earth discharging plates 21L and 21R are rotated around the pin 23 to open left and right to form a space in the central portion. As a result, the bucket 6 can be brought closer to the solid line position on the inner side than the initial dotted line position, and the foot excavation can be performed. Further, at this time, the point B becomes a fulcrum in the forward direction, and therefore the forward stability is good and a large excavating force can be obtained.

【0014】図6は排土板装置の第3実施例を示す平面
図であり、左右支持フレーム30L、30Rの先端には
それぞれ左右排土板31L、31Rがピン32により回
動自在に軸着されている。左右排土板31L、31Rと
左右支持フレーム30L、30Rとは油圧シリンダ33
により連結している。左右排土板31L、31Rの一端
には段付部34L、34Rが設けられ互いに係合するよ
うになっている。
FIG. 6 is a plan view showing a third embodiment of the earth discharging plate apparatus. Left and right earth discharging plates 31L and 31R are rotatably attached to the ends of the left and right support frames 30L and 30R by a pin 32. Has been done. The left and right soil discharge plates 31L and 31R and the left and right support frames 30L and 30R are hydraulic cylinders 33.
Are linked by Stepped portions 34L and 34R are provided at one ends of the left and right earth discharging plates 31L and 31R so as to engage with each other.

【0015】排土作業時には、図6に示すように、油圧
シリンダ33を短縮して左右排土板31L、31Rの段
付部34Lと34Rとを係合させ前面を平板とする。こ
の場合バケット6は排土板31の前方位置までしか接近
できない。
During earth unloading work, as shown in FIG. 6, the hydraulic cylinder 33 is shortened to engage the stepped portions 34L and 34R of the left and right earth unloading plates 31L and 31R so that the front surface is flat. In this case, the bucket 6 can only approach the position in front of the earth discharging plate 31.

【0016】足元掘削時には、図7に示すように、油圧
シリンダ33を伸長し、左右排土板31L、31Rをピ
ン32を中心に回動させ、左右に開いて中央部に空間を
形成させる。これによりバケット6は当初の点線位置よ
り内側の実線位置まで接近可能となり、足元掘削が可能
となる。また、このとき前方向に対してはC点が支点と
なり、したがって前方安定性は良好であり、大きな掘削
力を得られる。
At the time of excavating the feet, as shown in FIG. 7, the hydraulic cylinder 33 is extended and the left and right earth discharging plates 31L and 31R are rotated about the pin 32 to open them to the left and right to form a space in the central portion. As a result, the bucket 6 can be brought closer to the solid line position on the inner side than the initial dotted line position, and the foot excavation can be performed. Further, at this time, point C is a fulcrum in the forward direction, and therefore the forward stability is good and a large excavating force can be obtained.

【0017】図8は排土板装置の第4実施例を示す斜視
図であり、図9は平面図である。左右の支持フレーム4
0L、40Rの先端にはそれぞれ複数個のローラ41が
回転自在に軸着されている。左右排土板42L、42R
の裏面の下部にはレール43L、43Rが固設されてお
り、ローラ41に係合して支持フレーム40L、40R
の先端にそれぞれ左右排土板42L、42Rを横方向に
摺動可能に装着されている。左右支持フレーム40L、
40Rに設けられたブラケット44L、44Rと、左右
排土板42L、42Rとは油圧シリンダ45により連結
されている。左右排土板42L、42Rの一端には段付
部46L、46Rが設けられ互いに係合するようになっ
ている。
FIG. 8 is a perspective view showing a fourth embodiment of the earth discharging plate device, and FIG. 9 is a plan view. Left and right support frames 4
A plurality of rollers 41 are rotatably attached to the ends of 0L and 40R, respectively. Left and right dump plates 42L, 42R
Rails 43L and 43R are fixed to the lower part of the back surface of the support frame 40L and 40R by engaging the rollers 41.
Left and right soil discharging plates 42L and 42R are attached to the front ends of the slats so as to be slidable in the lateral direction. Left and right support frame 40L,
Brackets 44L and 44R provided on 40R and left and right earth discharging plates 42L and 42R are connected by a hydraulic cylinder 45. Stepped portions 46L and 46R are provided at one ends of the left and right soil discharging plates 42L and 42R so as to engage with each other.

【0018】排土作業時には、図9に示すように、油圧
シリンダ45を短縮し、左右排土板42L、42Rを近
接させ、段付部46Lと46Rとを係合させて前面を平
板とする。この場合バケット6は排土板42の前方位置
までしか接近できない。
During earth unloading work, as shown in FIG. 9, the hydraulic cylinder 45 is shortened, the left and right earth unloading plates 42L and 42R are brought close to each other, and the stepped portions 46L and 46R are engaged with each other to form a flat front surface. . In this case, the bucket 6 can only approach the front position of the soil discharging plate 42.

【0019】足元掘削時には、図10に示すように、油
圧シリンダ45を伸長し、左右排土板42L、42Rを
左右方向に摺動させ、中央部に空間を形成させる。これ
によりバケット6は当初の点線の位置から実線の位置ま
で接近可能となり、足元掘削が可能となる。なお、この
とき前方向に対してはD−D線が支点となり、したがっ
て前方安定性は良好であり、大きな掘削力を得られる。
At the time of excavation of the feet, as shown in FIG. 10, the hydraulic cylinder 45 is extended and the left and right soil discharging plates 42L and 42R are slid in the left and right direction to form a space in the central portion. As a result, the bucket 6 can be approached from the position of the initial dotted line to the position of the solid line, and the foot excavation can be performed. At this time, the DD line serves as a fulcrum in the forward direction, and therefore the forward stability is good and a large excavating force can be obtained.

【0020】[0020]

【発明の効果】本発明は以上説明したような構成とした
ため、排土作業時には左右排土板の前面を平板にして排
土作業を行い、足元掘削時には左右排土板を回動または
摺動させることにより中央部に空間を形成することがで
き、バケットが車体に近接可能となり、したがって、オ
ペレータの視界限界までの足元掘削が可能となる。ま
た、前方向の支点位置が前方にあるため前方安定性が良
好で、十分な掘削力を得ることのできる旋回式掘削機械
の排土板装置が得られる。
Since the present invention is constructed as described above, the front and back of the left and right soil discharging plates are used as flat plates for earth discharging, and the left and right soil discharging plates are rotated or slid during foot excavation. By doing so, a space can be formed in the central portion, and the bucket can be brought close to the vehicle body. Therefore, it is possible to excavate the foot up to the limit of the operator's visibility. Further, since the fulcrum position in the front direction is on the front side, the stability of the front side is good, and the earth discharging plate device of the turning type excavating machine capable of obtaining a sufficient excavating force can be obtained.

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

【図1】本発明の排土板装置の第1実施例の斜視図であ
る。
FIG. 1 is a perspective view of a first embodiment of an earth discharging plate device of the present invention.

【図2】同、平面図である。FIG. 2 is a plan view of the same.

【図3】同、足元掘削時の排土板形状を示す平面図であ
る。
FIG. 3 is a plan view showing the shape of an earth discharging plate when excavating a foot.

【図4】本発明の排土板装置の第2実施例の平面図であ
る。
FIG. 4 is a plan view of a second embodiment of the earth discharging plate device of the present invention.

【図5】同、足元掘削時の排土板形状を示す平面図であ
る。
FIG. 5 is a plan view showing the shape of an earth discharging plate when excavating a foot.

【図6】本発明の排土板装置の第3実施例の平面図であ
る。
FIG. 6 is a plan view of a third embodiment of the earth discharging plate device of the present invention.

【図7】同、足元掘削時の排土板形状を示す平面図であ
る。
FIG. 7 is a plan view showing the shape of an earth discharging plate when excavating a foot.

【図8】本発明の排土板装置の第4実施例の斜視図であ
る。
FIG. 8 is a perspective view of a fourth embodiment of the earth discharging plate device of the present invention.

【図9】同、平面図である。FIG. 9 is a plan view of the same.

【図10】同、足元掘削時の排土板形状を示す平面図で
ある。
FIG. 10 is a plan view showing the shape of an earth discharging plate when excavating a foot.

【図11】従来の排土板装置を装着した油圧ショベルの
全体斜視図である。
FIG. 11 is an overall perspective view of a hydraulic excavator equipped with a conventional earth removing plate device.

【符号の説明】[Explanation of symbols]

1‥‥下部走行体 2‥‥油圧シリンダ 3‥‥上部旋回体 10L、20L、30L、40L‥‥左支持フレーム 10R、20R、30R、40R‥‥右支持フレーム 11L、21L、31L、42L‥‥左排土板 11R、21R、31R、42R‥‥右排土板 12、14、23、32‥‥ピン 15‥‥長穴 16、25、33、45‥‥油圧シリンダ 41‥‥ローラ 43L、43R‥‥レール 1 ... Lower traveling body 2 ... Hydraulic cylinder 3 ... Upper swinging body 10L, 20L, 30L, 40L ... Left supporting frame 10R, 20R, 30R, 40R ... Right supporting frame 11L, 21L, 31L, 42L. Left earth discharging plate 11R, 21R, 31R, 42R ... right earth discharging plate 12, 14, 23, 32 ... pin 15 ... elongated hole 16, 25, 33, 45 ... hydraulic cylinder 41 ... roller 43L, 43R ‥‥rail

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上部旋回体に掘削作業機を備えるととも
に、下部走行体に伏仰可能に装着された左右の支持フレ
ームに排土板を架設してなる旋回式掘削機械において、
前記排土板を左右に分割するとともに、左側の排土板を
左側の支持フレームに対し、一方、右側の排土板を右側
の支持フレームに対して回動または摺動可能なるように
装着してなることを特徴とする旋回式掘削機械の排土板
装置。
1. A revolving excavating machine comprising an excavating work machine provided on an upper revolving structure, and earth-discharging plates installed on left and right support frames mounted on a lower traveling structure so as to be able to rise and descend.
The earth removal plate is divided into left and right, and the left earth removal plate is attached to the left support frame while the right earth removal plate is attached to the right support frame so as to be rotatable or slidable. A soil excavation plate device for a swivel excavating machine.
JP19209094A 1994-07-22 1994-07-22 Blade device of gyratory excavator Pending JPH0835240A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19209094A JPH0835240A (en) 1994-07-22 1994-07-22 Blade device of gyratory excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19209094A JPH0835240A (en) 1994-07-22 1994-07-22 Blade device of gyratory excavator

Publications (1)

Publication Number Publication Date
JPH0835240A true JPH0835240A (en) 1996-02-06

Family

ID=16285489

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19209094A Pending JPH0835240A (en) 1994-07-22 1994-07-22 Blade device of gyratory excavator

Country Status (1)

Country Link
JP (1) JPH0835240A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174448A (en) * 2009-01-27 2010-08-12 Hitachi Constr Mach Co Ltd Earth removing device of construction machinery
JP2013238107A (en) * 2013-08-01 2013-11-28 Hitachi Constr Mach Co Ltd Soil discharge device for construction machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010174448A (en) * 2009-01-27 2010-08-12 Hitachi Constr Mach Co Ltd Earth removing device of construction machinery
JP2013238107A (en) * 2013-08-01 2013-11-28 Hitachi Constr Mach Co Ltd Soil discharge device for construction machine

Similar Documents

Publication Publication Date Title
JP4023392B2 (en) Excavator with dozer
US3704754A (en) Articulated vehicle having an adjustable grader blade thereon
US3250410A (en) Mounting structure for earth moving apparatus
JPH0835240A (en) Blade device of gyratory excavator
US2967364A (en) Bulldozer blade support and angling adjustment
JP3538053B2 (en) Swivel truck frame
US4286803A (en) Stabilizer assembly
US4078616A (en) Track-type vehicle frame
JPH0419065Y2 (en)
WO1997025489A1 (en) Construction
JPH11287079A (en) Moving device for casing press-fit device
JP3596660B2 (en) Dozer device
JP3043964B2 (en) Reader support device
EP1452650A1 (en) Revolving blade for small excavators
JPH0585425A (en) Lower part traveling body of construction machinery
JPH01312124A (en) Filling back device for backhoe
JPH1054050A (en) Operating machine with earth moving plate
JPH0516296Y2 (en)
JPH0731960U (en) Excavator structure of excavator
JPH09132925A (en) Hydraulic slope face drilling work vehicle
JP2004190299A (en) Leveling machine
JPH0617881Y2 (en) Buried pipe excavator
JP2589416Y2 (en) Hydraulic excavator for expanding diameter tunnel construction
RU1796000C (en) Bulldozer
JPH0417638Y2 (en)