JPS6124731A - Ripping method for bedrock - Google Patents
Ripping method for bedrockInfo
- Publication number
- JPS6124731A JPS6124731A JP14450584A JP14450584A JPS6124731A JP S6124731 A JPS6124731 A JP S6124731A JP 14450584 A JP14450584 A JP 14450584A JP 14450584 A JP14450584 A JP 14450584A JP S6124731 A JPS6124731 A JP S6124731A
- Authority
- JP
- Japan
- Prior art keywords
- shank
- force
- exerted
- ripping
- ripper point
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/30—Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
- E02F5/32—Rippers
- E02F5/326—Rippers oscillating or vibrating
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、ブルドーザに装着されたリッパ装置で岩盤を
リッピングする方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method of ripping rock with a ripper device mounted on a bulldozer.
従来の技術
プルρ−ザを走行させると共に、リンパ装置のリンパポ
イントを岩盤に貫入してリッピングしている。In the conventional technology, a puller is run, and the lymph point of the lymph device is penetrated into the rock to rip it.
この様なりラビング方法においては、リッピング能力は
主にブルドーザのけん引力によって決定される。In this rubbing method, the ripping capacity is mainly determined by the traction force of the bulldozer.
例えば、株式会社小松製作所製DI55−A型ブルドー
ザにリッパ装置を装着し、玄武岩(圧縮強度a c =
960 k17cm”、弾性波速度Vp=480φg
C)の岩盤をリッピングしたところ、作業時間に対する
けん引力(” ) 、車速度(V)、履帯のすべり率(
S)、エンジン回転数(M)、掘削深さくT)は第8図
〜第12図に示すようになった。For example, a DI55-A bulldozer manufactured by Komatsu Ltd. is equipped with a ripper device, and basalt (compressive strength a c =
960k17cm", elastic wave velocity Vp=480φg
When the rock in C) was ripped, the traction force (''), vehicle speed (V), and track slip rate (
S), engine speed (M), and excavation depth T) were as shown in FIGS. 8 to 12.
このことから、掘削深さはほぼ一定にもかかわらずけん
引力、車速度、すべり率、エンジン回転数はりラビング
状況(岩の性質)に応じてかなりの変動を示しているが
、車体重量を増し′てすべり率を小さくすると共に、エ
ンジン出力を大きくしてけん引力を大きくすればリッピ
ング能力が増大することが容易に理解できる。From this, although the excavation depth is almost constant, it shows considerable variation depending on the traction force, vehicle speed, slip rate, engine speed, and rubbing situation (rock properties), but as the vehicle weight increases 'It is easy to understand that the ripping capacity can be increased by decreasing the slip rate and increasing the engine output to increase the traction force.
発明が解決しようとする問題点
しかし、車体重量を増すと共に、エンジン出力を大きく
するとブルドーザが非常に大型となってしまう。Problems to be Solved by the Invention However, if the vehicle weight is increased and the engine output is increased, the bulldozer becomes extremely large.
問題点を解決するための手段と作用
けん引力が最大に達した時点、或いはけん引力の上昇過
程に於ける時点で、リッパポイントに打撃力を付加して
車体重量を増したシ、エンジン出力を大きくしたシせず
にリッピング能力を増大できるようにしたもの。Measures and actions to solve the problem At the point when the traction force reaches its maximum or in the process of increasing the traction force, impact force is applied to the ripper point to increase the vehicle weight and reduce the engine output. This allows the ripping ability to be increased without increasing the size.
実施例
第1図はリンパ装置の正面図であり、ブルドーザAの車
体1には取付板2が固着され、この取付板2にはリンク
3とシリンダ4を介してホルダ5が上下揺動自在に装着
してあり、ホルダ5にはシャンク6が取付けであると共
に、その先端にはリッパポイント7が装着してあり、ホ
ルダ5にはエアへンマなどの衝撃装置8が固着され、そ
の可動子9がシャンク6と対峙している。Embodiment FIG. 1 is a front view of a lymphatic device. A mounting plate 2 is fixed to a vehicle body 1 of a bulldozer A, and a holder 5 is attached to this mounting plate 2 via a link 3 and a cylinder 4 so as to be able to swing vertically. A shank 6 is attached to the holder 5, and a ripper point 7 is attached to the tip of the shank 6. An impact device 8 such as an air hammer is fixed to the holder 5, and the movable member 9 is attached to the holder 5. is facing Shank 6.
リッパメインドアは取付凹部10と尖端部7aに開口す
る孔11とを有し、この孔1!には取付凹部10よりパ
イプ12が嵌合してあり、ノぐイブ12はシャンク6の
隅角部6aと取付凹部10との隙間及び、前記隅角部6
aとプロテクタI3との隙間を通して上方に延設され、
図示しないエア供給源に接続しである。The ripper main door has a mounting recess 10 and a hole 11 that opens to the pointed end 7a, and this hole 1! A pipe 12 is fitted into the mounting recess 10, and the nozzle 12 is inserted into the gap between the corner 6a of the shank 6 and the mounting recess 10, and the corner 6.
extends upward through the gap between a and the protector I3,
It is connected to an air supply source (not shown).
前記シャンク6には歪ゲージ14が貼着され、シャンク
6に作用する歪を検出して、けん引力を感知できるよう
にしである。A strain gauge 14 is attached to the shank 6 to detect the strain acting on the shank 6 and to sense the traction force.
なお、けん引力を感知するにはシリンダ4の作動圧力、
駆動力のトルクを検知して感知するようにしても良い。In addition, in order to sense the traction force, the operating pressure of the cylinder 4,
The sensing may be performed by detecting the torque of the driving force.
そして、歪ゲージ14の検出値は演算制御回路14に送
られて、一定の歪となった時に衝撃装置8及びパイプ1
2とエア供給源15との間に設けた電磁開閉弁16のソ
レノイド16αとに動作信号を与えて衝撃装置8を作動
してシャンク6に打撃力を付与すると共に、衝撃力を付
与する直前にパイプ12にエアを供給するようにしであ
る。The detected value of the strain gauge 14 is sent to the arithmetic control circuit 14, and when the strain reaches a certain level, the impact device 8 and the pipe 1
2 and the air supply source 15 to actuate the impact device 8 to apply impact force to the shank 6, and immediately before applying the impact force. Air is supplied to the pipe 12.
この様であるから、リッパポイント7には打撃力が付与
されるから、けん引力が同一であってもリッピング能力
が著しく向上する。この状態を表図で表わすと第6図の
ようになる。第6図で←)が打撃力である。Because of this, since a striking force is applied to the ripper point 7, the ripping ability is significantly improved even if the traction force is the same. This state can be expressed in a table as shown in FIG. In Figure 6, ←) is the striking force.
また、打撃力を付与する直前にエアをリンパポイント7
の尖端部7aよシ噴射してリッピング面の圧粉を除去す
るので、リッピング能力が一層向上する。Also, just before applying the striking power, the air is set to lymph point 7.
Since the powder is sprayed from the pointed end 7a to remove the compacted powder from the ripping surface, the ripping ability is further improved.
この状態を表わすと第7図のようになり、(ロ)の部分
が圧粉除去で増大する。This state is shown in Fig. 7, where the portion (b) increases due to the removal of powder.
なお、打撃力を付与する時期はdFII/litが正→
0、即ちrtv/dtが負→0の状態の時が好ましいが
、すべり率が一定以上になった時に付与するようにして
も良い。In addition, when applying striking power, dFII/lit is positive →
0, that is, when rtv/dt is negative → 0, is preferable, but it may be applied when the slip rate exceeds a certain level.
発明の効果
車体重量を増したり、エンジン出力を増大することなし
にリッピング能力を向上できる。Effects of the invention Ripping ability can be improved without increasing vehicle weight or engine output.
第1図は本発明方法を実施するリッパ装置の正面図、第
2図、第3図、第4図は第1図の■−■線、I[l−1
線、IV−1/線断面図、第5図悼制御回路図、第6図
、第7図はりッピング性能を示す表図、第8図〜第12
図はけん引力、単速度、すべり率、エンジン回転数、掘
削深さを時間と共に示す表図である。
7はリンパポイント。FIG. 1 is a front view of a ripper device for carrying out the method of the present invention, and FIGS.
line, IV-1/line cross-sectional view, Figure 5: Control circuit diagram, Figures 6 and 7: Table showing ripping performance, Figures 8 to 12
The figure is a table showing traction force, single speed, slip rate, engine speed, and digging depth over time. 7 is lymph point.
Claims (1)
リツパポイント7に打撃力を付与するようにしたことを
特徴とする岩盤のリツピング方法。In addition to penetrating Ritupa Point 7 into the bedrock and towing it,
A rock ripping method characterized in that a striking force is applied to a ripping point 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14450584A JPS6124731A (en) | 1984-07-13 | 1984-07-13 | Ripping method for bedrock |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14450584A JPS6124731A (en) | 1984-07-13 | 1984-07-13 | Ripping method for bedrock |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6124731A true JPS6124731A (en) | 1986-02-03 |
Family
ID=15363918
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14450584A Pending JPS6124731A (en) | 1984-07-13 | 1984-07-13 | Ripping method for bedrock |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6124731A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1991010017A1 (en) * | 1989-12-28 | 1991-07-11 | Kabushiki Kaisha Komatsu Seisakusho | Method of automatic control over impact ripper |
-
1984
- 1984-07-13 JP JP14450584A patent/JPS6124731A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1991010017A1 (en) * | 1989-12-28 | 1991-07-11 | Kabushiki Kaisha Komatsu Seisakusho | Method of automatic control over impact ripper |
US5293944A (en) * | 1989-12-28 | 1994-03-15 | Kabushiki Kaisha Komatsu Seisakusho | Method of automatically controlling impact ripper |
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