JPS586001B2 - Leveling board for asphalt finisher - Google Patents
Leveling board for asphalt finisherInfo
- Publication number
- JPS586001B2 JPS586001B2 JP54119281A JP11928179A JPS586001B2 JP S586001 B2 JPS586001 B2 JP S586001B2 JP 54119281 A JP54119281 A JP 54119281A JP 11928179 A JP11928179 A JP 11928179A JP S586001 B2 JPS586001 B2 JP S586001B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- leveling
- asphalt finisher
- asphalt
- leveling 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
Links
Landscapes
- Road Paving Machines (AREA)
Description
【発明の詳細な説明】
本発明はアスファルトフイニツシャー用均し板、特に均
し板の舗装処理幅を調整可能としたものである。DETAILED DESCRIPTION OF THE INVENTION The present invention is a leveling plate for an asphalt finisher, in particular, it is possible to adjust the paving width of the leveling plate.
一般に、アスファルトフイニツシャーはホツパーに収納
されたアスファルトを所定量地上に落下せしめ、このア
スファルトをバイブレーションスクリードで押圧して、
自動的に舗装を行う。Generally, an asphalt finisher allows a predetermined amount of asphalt stored in a hopper to fall to the ground, presses this asphalt with a vibration screed, and then
Pave automatically.
上記バイブレーションスクリード3は第1図、第2図に
示すように地上1に落下されたアスファルト2に対し約
10トン程度の圧力を加えるもので、このスクリード直
下のアスファルト2は約10cmの厚さに押圧される。As shown in Figures 1 and 2, the vibration screed 3 applies approximately 10 tons of pressure to the asphalt 2 that has been dropped onto the ground 1, and the asphalt 2 directly below the screed has a thickness of approximately 10 cm. Pressed.
このスクリード3の両側には、均し板4が位置し、これ
により、スクリード3の両側に送られるアスファルト5
を平坦に均し約12cmの厚さに設定する。Leveling plates 4 are located on both sides of this screed 3, which allows the asphalt 5 to be fed to both sides of the screed 3.
Flatten it to a thickness of about 12 cm.
この平坦に均された部分5は後工程でローラにより押圧
されて、アスファルト2の肉厚と同程度とされる。This flattened portion 5 is pressed by a roller in a subsequent process to have a thickness comparable to that of the asphalt 2.
上記均し板4はスクリード3の半分の長さlにほぼ等し
い長さに設定され、図示しない油圧機構により外側方向
に所望長さだけ送られる。The leveling plate 4 is set to have a length approximately equal to half the length l of the screed 3, and is sent outward by a desired length by a hydraulic mechanism (not shown).
しかしながら、このような構成の均し板によれば、その
長さがスクリード3の半分程度であるので、均し板4を
スクリード端部より最大限突出させても、その全長Lは
4l程度であり、それ以上延長することは不可能である
。However, according to the leveling plate having such a configuration, its length is about half that of the screed 3, so even if the leveling plate 4 is made to protrude beyond the screed end to the maximum extent, its total length L is about 4l. It is impossible to extend it further.
また、通常舗装道路はその端部に傾斜面が設けられてい
るが、この傾斜面は従来の均し板によっては形成できな
い欠点を有する。Furthermore, although paved roads are usually provided with sloped surfaces at their ends, this sloped surface has the disadvantage that it cannot be formed using conventional leveling plates.
本発明の目的は舗装処理幅を従来の均し板の場合より延
長可能とするとともに、舗装道路端部の傾斜面をも形成
可能としたアスファルトフイニツシャー用均し板を提供
するものであり、以下実施例を用いて詳細に説明する。An object of the present invention is to provide a leveling plate for asphalt finishers that allows the pavement processing width to be extended more than that of conventional leveling plates, and also allows formation of sloped surfaces at the edges of paved roads. will be described in detail below using examples.
第3図、第4図は本発明によるアスファルトフイニツシ
ャー用均し板の一実施例を示す平面図及び正面図であり
、同図において6はアスファルトフイニツシャ一本体S
に位置され、図示しないホツパーより落下するアスファ
ルトに振動圧を与えて固化するバイブレーションスクリ
ードであり、このスクリード6の上部には図示しない油
圧機構により延在自在な均し板7が位置する。3 and 4 are a plan view and a front view showing an embodiment of the leveling plate for asphalt finisher according to the present invention, and in the same figure, 6 is the asphalt finisher main body S.
The screed is a vibration screed that applies vibration pressure to the asphalt falling from a hopper (not shown) to solidify it.A leveling plate 7 is located above the screed 6 and is extendable by a hydraulic mechanism (not shown).
均し板7の端部には蝶番部8を介して延長均し板部9が
設けられる。An extended leveling plate part 9 is provided at the end of the leveling plate 7 via a hinge part 8.
該延長均し板部9は蝶番部8と一体でかつ互に対向する
対向板10と、該対向板10の間隙に約1/3が介在さ
れた垂直板11と、該垂直板11の対向板10側下部を
対向板10に枢着する軸12と、軸、12を支点として
垂直板11を回動する操作ハンドル13とより成る。The extended leveling plate part 9 includes opposing plates 10 that are integral with the hinge part 8 and face each other, a vertical plate 11 with about 1/3 interposed in the gap between the opposing plates 10, and an opposing plate 11 of the vertical plate 11. It consists of a shaft 12 whose lower portion on the side of the plate 10 is pivotally connected to the opposing plate 10, and an operating handle 13 which rotates the vertical plate 11 using the shaft 12 as a fulcrum.
操作ハンドル13は保持枠14に回動自在に保持され、
その下部全体はねじ部15となっており、該ねじ部15
は水平枠16に固定された雌ねじ部17に螺合し、水平
枠16は両端が回動枠18と19の端部に枢着されてい
る。The operating handle 13 is rotatably held by a holding frame 14,
The entire lower part is a threaded part 15, and the threaded part 15
is screwed into a female screw portion 17 fixed to the horizontal frame 16, and both ends of the horizontal frame 16 are pivotally connected to the ends of rotating frames 18 and 19.
回動枠18は一端が垂直板11にねじ20で枢着され、
回動枠19は一端が保持枠10に枢着される。One end of the rotating frame 18 is pivotally attached to the vertical plate 11 with a screw 20.
One end of the rotating frame 19 is pivotally attached to the holding frame 10.
この場合、回動枠18のねじ20による枢着部分にはス
リット21が設けられ、回動枠18は多少左右に移動可
能である。In this case, a slit 21 is provided in the pivotally mounted portion of the rotating frame 18 by the screw 20, and the rotating frame 18 can be moved to the left or right to some extent.
対向板10の平坦部からは孔22を有する舌片23が突
出し、上記孔22には調整棒24の折曲蔀分が貫入する
。A tongue piece 23 having a hole 22 protrudes from the flat portion of the opposing plate 10, and a bent lip of an adjustment rod 24 penetrates into the hole 22.
調整棒24の他端の折曲部分は、アスファルトフイニツ
シャ本体Sより外方に突出する調整板25のいずれかの
孔26に貫入する。The bent portion of the other end of the adjustment rod 24 penetrates into one of the holes 26 of the adjustment plate 25 that protrudes outward from the asphalt finisher main body S.
このような構成において、アスファルトで処理すべき舗
装処理道路の幅が均し板の最大延長幅Lより広い場合、
延長均し板部9を回動せしめ、延長均し板部9を均し板
7の延長線上に位置させ、調整棒24を外側に位置する
孔261に固定する。In such a configuration, if the width of the paved road to be treated with asphalt is wider than the maximum extension width L of the leveling board,
The extended leveling plate part 9 is rotated, the extended leveling plate part 9 is positioned on the extension line of the leveling plate 7, and the adjustment rod 24 is fixed in the hole 261 located on the outside.
これにより、舗装処理すべき部分は延長均し板部9の長
さmの分だけ長くなる。As a result, the portion to be paved becomes longer by the length m of the extended leveling plate portion 9.
また、延長均し板部9を均し板に対し45°程度傾斜し
た位置に設定し調整棒24を中間部の孔262に固定す
ることにより、舗装処理すべき部分の長さを上記の場合
より短くできる。In addition, by setting the extension leveling plate part 9 at a position inclined at about 45 degrees with respect to the leveling plate and fixing the adjustment rod 24 to the hole 262 in the middle part, the length of the part to be paved can be adjusted in the above case. Can be made shorter.
また、延長均し板部9の長さを不用とする場合は、延長
均し板部9を均し板7に対し直角に回動し、調整棒24
を内側の孔263に固定する。In addition, when the length of the extended leveling plate part 9 is unnecessary, rotate the extended leveling plate part 9 at right angles to the leveling plate 7, and
is fixed in the inner hole 263.
また、舗装道路の側部に傾斜面を形成する場合は、ハン
ドル13を回動し、水平枠16を引き上げて、垂直板1
1を、軸12を支点として外側に回動させ、垂直板11
の下縁を路面側に傾斜させる。In addition, when forming a slope on the side of a paved road, rotate the handle 13, pull up the horizontal frame 16, and move the vertical plate 1
1 is rotated outward about the shaft 12, and the vertical plate 11
The lower edge of the is sloped toward the road surface.
これにより、この下縁で均されるアスファルトは傾斜面
となる。As a result, the asphalt leveled at this lower edge becomes an inclined surface.
以上説明したように本発明によれば、均し板端部に、路
面に対し平行方向に回動する如く延長均し板部9を枢着
し、この延長均し板部9を均し板7の延長線上近傍と、
均し板7に対しほぼ直角となる個所との間でロックでき
るようにしたので、そのロック個所を適当に選ぶことに
より、舗装処理幅を従来に比し長くできる。As explained above, according to the present invention, the extended leveling plate part 9 is pivotally attached to the end of the leveling plate so as to rotate in a direction parallel to the road surface, and the extended leveling plate part 9 is connected to the leveling plate. Near the extension line of 7,
Since it is possible to lock the surface at a point substantially perpendicular to the leveling board 7, by appropriately selecting the locking point, the paving width can be made longer than before.
したがって、従来は未処理舗装部分を処理するために、
アスファルトフイニツシャーを数回走行せしめていたの
であるが、本考案によれば延長均し板部を広げて処理幅
を広くすることによりこのような無駄な動作を少なくで
きる。Therefore, in order to treat untreated pavement sections,
The asphalt finisher was forced to run several times, but according to the present invention, such unnecessary operations can be reduced by widening the extended leveling plate section to widen the processing width.
また、延長均板部を路面方向に回動可能としたので舗装
道路端部の傾斜面をも形成でき、従来手作業によりこの
傾斜面を形成していたのを省略できる。In addition, since the extended leveling plate part can be rotated in the direction of the road surface, it is possible to form the sloped surface at the end of the paved road, and the conventional manual process of forming the sloped surface can be omitted.
第1図、第2図は従来のアスファルトフイニツシャー用
均し板の一例を示す平面図及び正面図、第3図、第4図
は本発明によるアスファルトフイニツシャー用均し板の
一実施例を示す平面図及び正面図である。
6・・・・・・スクリード、7・・・・・・アスファル
トフイニツシャ一本体、8・・・・・・蝶番部、9・・
・・・・延長均し板部、10・・・・・・対向板、11
・・・・・・垂直板、12・・・・・軸、13・・・・
・・ハンドル。1 and 2 are a plan view and a front view showing an example of a conventional leveling board for an asphalt finisher, and FIGS. 3 and 4 are an embodiment of a leveling board for an asphalt finisher according to the present invention. FIG. 2 is a plan view and a front view showing an example. 6...Screed, 7...Asphalt finisher body, 8...Hinge part, 9...
...Extended leveling board section, 10... Opposing board, 11
... Vertical plate, 12 ... Axis, 13 ...
··handle.
Claims (1)
に延在自在に設けられた均し板7の端部に設けられた垂
直板状の延長均し板部9を有するアスファルトフイニツ
シャー用均し板において、前記延長均し板部9は均し板
7の外端部に蝶番部8を介して設けられ、路面に対して
平行方向に回動可能な板材10と、この板材の外側に位
置された垂直板11と、該垂直板11の板材10側の下
部を前記板材10に枢着する軸12と、該軸12を支点
として前記垂直板11を路面に対して垂直方向に回動さ
せる操作ハンドルとを具備するアスファルトフイニツシ
ャー用均し板。1 Asphalt Finisher - A leveler for an asphalt finisher having an extended leveling plate part 9 in the form of a vertical plate provided at the end of a leveling plate 7 provided so as to be able to extend outwardly with respect to the asphalt finisher body. In the plate, the extended leveling plate part 9 is provided at the outer end of the leveling plate 7 via a hinge part 8, and includes a plate material 10 that is rotatable in a direction parallel to the road surface and a plate material located outside of this plate material. a vertical plate 11, a shaft 12 that pivots the lower part of the vertical plate 11 on the plate material 10 side to the plate material 10, and a shaft 12 that rotates the vertical plate 11 in a direction perpendicular to the road surface using the shaft 12 as a fulcrum. A leveling board for an asphalt finisher equipped with an operation handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54119281A JPS586001B2 (en) | 1979-09-19 | 1979-09-19 | Leveling board for asphalt finisher |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54119281A JPS586001B2 (en) | 1979-09-19 | 1979-09-19 | Leveling board for asphalt finisher |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5646005A JPS5646005A (en) | 1981-04-27 |
| JPS586001B2 true JPS586001B2 (en) | 1983-02-02 |
Family
ID=14757492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54119281A Expired JPS586001B2 (en) | 1979-09-19 | 1979-09-19 | Leveling board for asphalt finisher |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS586001B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61294010A (en) * | 1985-06-21 | 1986-12-24 | Science & Tech Agency | Floating breakwater |
| US6176475B1 (en) * | 1999-11-08 | 2001-01-23 | Illinois Tool Works Inc. | Air damper with adjustable air flow rate |
| JP6419561B2 (en) * | 2014-12-09 | 2018-11-07 | 住友建機株式会社 | Screw support structure and road machine equipped with screw support structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4947434U (en) * | 1972-07-26 | 1974-04-25 | ||
| JPS538438Y2 (en) * | 1974-03-29 | 1978-03-04 |
-
1979
- 1979-09-19 JP JP54119281A patent/JPS586001B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5646005A (en) | 1981-04-27 |
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