JPH1121810A - Speed expansion device of asphalt finisher - Google Patents

Speed expansion device of asphalt finisher

Info

Publication number
JPH1121810A
JPH1121810A JP18116997A JP18116997A JPH1121810A JP H1121810 A JPH1121810 A JP H1121810A JP 18116997 A JP18116997 A JP 18116997A JP 18116997 A JP18116997 A JP 18116997A JP H1121810 A JPH1121810 A JP H1121810A
Authority
JP
Japan
Prior art keywords
screed
auxiliary
cylinder
main
telescopic cylinder
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
JP18116997A
Other languages
Japanese (ja)
Inventor
Akishi Tameike
晃志 溜池
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.)
Sumitomo SHI Construction Machinery Co Ltd
Original Assignee
Sumitomo SHI Construction Machinery Co 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 Sumitomo SHI Construction Machinery Co Ltd filed Critical Sumitomo SHI Construction Machinery Co Ltd
Priority to JP18116997A priority Critical patent/JPH1121810A/en
Publication of JPH1121810A publication Critical patent/JPH1121810A/en
Pending legal-status Critical Current

Links

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  • Road Paving Machines (AREA)

Abstract

PROBLEM TO BE SOLVED: To enlarge the maximum paving width by making an auxiliary screed accommodated within the car width of an asphalt finisher movable through a simple operation to stretch plural sets of auxiliary screeds. SOLUTION: Two sets of auxiliary screeds 15, 16 are laterally movably attached to a main screed 14. The first cylinder 21 of a multistage telescopic cylinder 20 is fixed inside a main screed 14. The top part 22a of the second cylinder 22 of the multistage telescopic cylinder 20 is attached to the side part 15a of the first auxiliary screed 15, and the tip part 23a of the rod 23 of the second cylinder is attached to the side part 16a of the second auxiliary screed 16. When the multistage telescopic cylinder 20 is driven in the direction of stretching, the second cylinder 22 protrudes from the first cylinder 21 and the auxiliary screed 15 moves outward, and the rod 23 protrudes from the second cylinder 22 and the second auxiliary screed 16 moves outward. Thus the first and the second auxiliary screed 15, 16 move laterally outward to the main screed 14 to expand a paving width.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はアスファルトフィニ
ッシャのスクリード伸縮装置に関するものであり、特
に、車幅内に左右2組以上の補助スクリードを収納した
アスファルトフィニッシャのスクリード伸縮装置に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a screed expansion and contraction device for an asphalt finisher, and more particularly to a screed expansion and contraction device for an asphalt finisher in which two or more sets of auxiliary screeds are stored within the width of a vehicle.

【0002】[0002]

【従来の技術】従来のアスファルトフィニッシャのスク
リード伸縮装置は、図4及び図5に示すように、主スク
リード1の後部に左右の補助スクリード2が設けられて
おり、アスファルトフィニッシャの搬送時は、図4のよ
うに車幅内に補助スクリード2を収納し、舗装作業時は
図5の実線で示すように、補助スクリード2を左右方向
へ移動して舗装幅を変更可能にしてある。補助スクリー
ド2の移動は油圧シリンダ等(図示せず)の作動により
行われる。
2. Description of the Related Art As shown in FIGS. 4 and 5, a conventional screed expansion / contraction device for an asphalt finisher is provided with left and right auxiliary screeds 2 at a rear portion of a main screed 1. The auxiliary screed 2 is housed within the vehicle width as shown in FIG. 4, and the paving width can be changed by moving the auxiliary screed 2 in the left-right direction as shown by the solid line in FIG. The movement of the auxiliary screed 2 is performed by the operation of a hydraulic cylinder or the like (not shown).

【0003】しかし、主スクリード1との重なり部分を
必要とするので、補助スクリード2を最大限に拡幅させ
た状態でも、舗装可能な全幅は主スクリード1の幅の2
倍を超えることはできない。このため、更に舗装幅を拡
張したい場合は、図5の二点鎖線で示すように、補助ス
クリード2の側部にアタッチメントスクリード3をボル
ト等で取り付けていた。
However, since an overlapping portion with the main screed 1 is required, even when the auxiliary screed 2 is maximized, the entire width that can be paved is two times the width of the main screed 1.
Cannot exceed twice. For this reason, when it is desired to further increase the pavement width, the attachment screed 3 is attached to the side of the auxiliary screed 2 with bolts or the like, as shown by the two-dot chain line in FIG.

【0004】[0004]

【発明が解決しようとする課題】従来のアスファルトフ
ィニッシャのスクリード伸縮装置は、補助スクリードの
伸長幅より更に舗装幅を拡張したい場合は、アタッチメ
ントスクリードをボルト等で締着しているが、該アタッ
チメントスクリードの重量が重いため着脱作業が困難で
危険性を伴うとともに、アタッチメントスクリードを装
着後の調整に熟練を要するので、非常に多くの手間と時
間が掛かっていた。
In the conventional screed expansion and contraction device for an asphalt finisher, the attachment screed is tightened with a bolt or the like when the pavement width is to be further extended than the extension width of the auxiliary screed. Since the weight of the screed is heavy, it is difficult to attach and remove the screed, and there is a danger. In addition, since the adjustment after the attachment screed requires skill, a great deal of labor and time are required.

【0005】また、補助スクリードを少なくとも左右2
組備え、複数の油圧シリンダの作動で補助スクリードを
2段階以上に伸縮させて、最大舗装幅を拡張する装置も
考えられるが、各補助スクリードに夫々単体の油圧シリ
ンダを別個に配設するため構成が複雑となる。
Further, the auxiliary screed should be at least
It is possible to expand the maximum pavement width by expanding and contracting the auxiliary screed in two or more stages by the operation of multiple hydraulic cylinders, but it is possible to arrange a single hydraulic cylinder separately for each auxiliary screed. Becomes complicated.

【0006】そこで、アスファルトフィニッシャの車幅
内に収納した補助スクリードを簡単な操作で移動可能に
し、複数組の補助スクリードを伸長して最大舗装幅を大
きくするために解決すべき技術的課題が生じてくるので
あり、本発明はこの課題を解決することを目的とする。
Therefore, there is a technical problem to be solved in order to make the auxiliary screed housed within the vehicle width of the asphalt finisher movable by a simple operation and to extend a plurality of sets of auxiliary screeds to increase the maximum pavement width. Therefore, the present invention aims to solve this problem.

【0007】[0007]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたものであり、主スクリードに対し
て補助スクリードを少なくとも左右2組備え、車幅内に
収納された補助スクリードを左右方向へ移動して舗装幅
を変更可能にしたアスファルトフィニッシャのスクリー
ド伸縮装置に於いて、主スクリードに多段伸縮シリンダ
の第1シリンダを固設し、主スクリードの直前または直
後に取り付けられた最内側の補助スクリードから外側の
補助スクリードに亘って前記多段伸縮シリンダの中間シ
リンダを順次装着するとともに、最外側の補助スクリー
ドに前記多段伸縮シリンダのロッド先端部を装着し、前
記多段伸縮シリンダの伸縮により補助スクリードを左右
方向へ移動できるように構成したアスファルトフィニッ
シャのスクリード伸縮装置を提供するものである。
SUMMARY OF THE INVENTION The present invention has been proposed to achieve the above object, and comprises at least two sets of left and right auxiliary screeds with respect to a main screed, and an auxiliary screed housed within a vehicle width. In a screed expansion and contraction device for an asphalt finisher that can be moved to the left and right to change the pavement width, the first cylinder of a multistage telescopic cylinder is fixed to the main screed, and the innermost side is attached immediately before or immediately after the main screed. The intermediate cylinder of the multi-stage telescopic cylinder is sequentially mounted from the auxiliary screed to the outer auxiliary screed, and the rod end of the multi-stage telescopic cylinder is mounted on the outermost auxiliary screed, and the auxiliary is provided by the expansion and contraction of the multi-stage telescopic cylinder. Asphalt finisher screed configured to move screed left and right There is provided a condensation device.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を図面
に従って詳述する。図1はアスファルトフィニッシャ1
0を示し、ホッパ11に充填されたアスファルトはフィ
ーダコンベヤ12によって後方へ送られ、路面に落下し
た後にスクリュースプレッダ13で左右方向に広げられ
る。更に、主スクリード14と左右の補助スクリード1
5,16でアスファルトを所定の幅及び厚さに締め固め
る。
Embodiments of the present invention will be described below in detail with reference to the drawings. Figure 1 shows asphalt finisher 1
0, the asphalt filled in the hopper 11 is sent backward by the feeder conveyor 12, dropped on the road surface, and then spread in the left-right direction by the screw spreader 13. Furthermore, the main screed 14 and the left and right auxiliary screeds 1
At 5 and 16, the asphalt is compacted to a predetermined width and thickness.

【0009】図2に示すように、主スクリード14の直
後に最内側の第1補助スクリード15が取り付けられて
おり、第1補助スクリード15は主スクリード14に沿
って左右方向へ移動可能に形成されている。また、第1
補助スクリード15の直後に最外側の第2補助スクリー
ド16が取り付けられており、第2補助スクリード16
は第1補助スクリード15に沿って左右方向へ移動可能
に形成されている。
As shown in FIG. 2, an innermost first auxiliary screed 15 is attached immediately after the main screed 14, and the first auxiliary screed 15 is formed so as to be movable in the left-right direction along the main screed 14. ing. Also, the first
Immediately after the auxiliary screed 15, the outermost second auxiliary screed 16 is attached.
Are formed so as to be movable in the left-right direction along the first auxiliary screed 15.

【0010】主スクリード14の内部には多段伸縮シリ
ンダ20が配設されており、電気若しくは油圧によって
伸縮作動する。本実施の形態では、第1シリンダ21の
内部に中間シリンダとして第2シリンダ22が設けら
れ、第2シリンダ22のロッド23の伸縮とあわせて2
段階の伸縮動作が行われる。尚、補助スクリードの組合
せ数に応じて3段階以上の多段伸縮シリンダを使用する
こともできる。
A multi-stage telescopic cylinder 20 is provided inside the main screed 14 and operates to expand and contract by electric or hydraulic pressure. In the present embodiment, a second cylinder 22 is provided as an intermediate cylinder inside the first cylinder 21, and the second cylinder 22 is expanded and contracted along with the expansion and contraction of the rod 23 of the second cylinder 22.
A stepwise expansion / contraction operation is performed. It should be noted that a multi-stage telescopic cylinder having three or more stages can be used according to the number of combinations of auxiliary screeds.

【0011】同図に示すように、第2シリンダ22及び
ロッド23の先端が主スクリード14の左右外側へ向く
ように第1シリンダ21を主スクリード14に固設し、
第2シリンダ22のトップ部22aを第1補助スクリー
ド15の側面部15aに装着する。更に、この側面部1
5aを貫通して第1補助スクリード15の外側へ第2シ
リンダのロッド23を突出させ、該ロッド23の先端部
23aを第2補助スクリード16の側面部16aに装着
する。
As shown in FIG. 1, the first cylinder 21 is fixedly mounted on the main screed 14 such that the ends of the second cylinder 22 and the rod 23 are directed to the left and right sides of the main screed 14.
The top part 22a of the second cylinder 22 is mounted on the side part 15a of the first auxiliary screed 15. Furthermore, this side part 1
The rod 23 of the second cylinder is projected out of the first auxiliary screed 15 through 5 a, and the tip 23 a of the rod 23 is attached to the side surface 16 a of the second auxiliary screed 16.

【0012】而して、運転席からの遠隔操作により前記
多段伸縮シリンダ20を伸長方向に駆動すれば、第1シ
リンダ21から第2シリンダ22が突出して第1補助ス
クリード15の側面部15aが押圧され、主スクリード
14に対して第1補助スクリード15が外側へ移動す
る。また、第2シリンダ22からロッド23が突出して
第2補助スクリード16の側面部16aが押圧され、第
1補助スクリード15に対して第2補助スクリード16
が外側へ移動する。
When the multistage telescopic cylinder 20 is driven in the extension direction by remote control from the driver's seat, the second cylinder 22 projects from the first cylinder 21 and the side surface 15a of the first auxiliary screed 15 is pressed. Then, the first auxiliary screed 15 moves outward with respect to the main screed 14. Further, the rod 23 projects from the second cylinder 22 to press the side surface portion 16 a of the second auxiliary screed 16, and the second auxiliary screed 16 is
Moves outward.

【0013】従って、図3に示すように、主スクリード
14に対して第1補助スクリード15及び第2補助スク
リード16が左右外側へ移動して舗装幅を拡張でき、舗
装可能な全幅は主スクリード14の幅の2倍を超えるこ
とが可能である。補助スクリードの移動に当たっては前
記多段伸縮シリンダ20を遠隔操作にて駆動すればよ
く、オペレータの労力を煩わすことなしに極めて簡単に
行うことができる。
Accordingly, as shown in FIG. 3, the first auxiliary screed 15 and the second auxiliary screed 16 can move to the left and right outside with respect to the main screed 14 to expand the pavement width. Can be more than twice the width of In moving the auxiliary screed, the multi-stage telescopic cylinder 20 may be driven by remote control, which can be performed very easily without any trouble of the operator.

【0014】一方、前記多段伸縮シリンダ20を収縮方
向に駆動すれば、第1シリンダ21に第2シリンダ22
が引き込まれるとともに、第2シリンダ22にロッド2
3が引き込まれる。従って、主スクリード14に対して
第1補助スクリード15及び第2補助スクリード16が
左右内側へ移動し、車幅内に左右の補助スクリード1
5,16を収納することができる。
On the other hand, when the multi-stage telescopic cylinder 20 is driven in the contracting direction, the first cylinder 21 is moved to the second cylinder 22.
Is retracted, and the rod 2 is inserted into the second cylinder 22.
3 is drawn. Therefore, the first auxiliary screed 15 and the second auxiliary screed 16 move inward in the left and right directions with respect to the main screed 14, and the left and right auxiliary screeds 1 move within the vehicle width.
5, 16 can be stored.

【0015】尚、図示は省略するが、主スクリードの前
方に各補助スクリードを設けることもできる。この場合
も、前述と同様にして、多段伸縮シリンダを駆動するこ
とによって各補助スクリードが左右方向に移動し、舗装
可能な全幅が変更される。
Although not shown, each auxiliary screed may be provided in front of the main screed. In this case as well, by driving the multi-stage telescopic cylinder in the same manner as described above, each auxiliary screed moves in the left-right direction, and the overall width that can be paved is changed.

【0016】而して、本発明は、本発明の精神を逸脱し
ない限り種々の改変を為すことができ、そして、本発明
が該改変されたものに及ぶことは当然である。
Thus, the present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified ones.

【0017】[0017]

【発明の効果】以上説明したように、本発明では主スク
リードに対して2組以上の補助スクリードを移動可能に
取り付けたので、最大舗装幅を主スクリードの幅の2倍
以上に大きくすることができる。また、遠隔操作により
多段伸縮シリンダを駆動して補助スクリードを移動させ
るので、補助スクリードの伸縮操作を極めて簡単且つ高
速に行うことができ、舗装幅を広げる際の労力が低減さ
れるとともに、危険性がなく安全に作業できる。
As described above, in the present invention, since two or more sets of auxiliary screeds are movably mounted on the main screed, the maximum pavement width can be increased to twice or more the width of the main screed. it can. In addition, since the auxiliary screed is moved by driving the multi-stage telescopic cylinder by remote control, the expansion and contraction operation of the auxiliary screed can be performed extremely easily and at a high speed, and the labor when expanding the pavement width is reduced, and the danger is reduced. There is no need to work safely.

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

【図1】本発明の実施の形態を示し、補助スクリードが
収納された状態のアスファルトフィニッシャの平面図。
FIG. 1 shows an embodiment of the present invention, and is a plan view of an asphalt finisher in which an auxiliary screed is stored.

【図2】本発明の実施の形態を示し、スクリード伸縮装
置の平面図。
FIG. 2 shows the embodiment of the present invention and is a plan view of a screed expansion / contraction device.

【図3】図1のアスファルトフィニッシャの作動状態を
示す平面図。
FIG. 3 is a plan view showing an operation state of the asphalt finisher of FIG. 1;

【図4】従来のアスファルトフィニッシャの平面図。FIG. 4 is a plan view of a conventional asphalt finisher.

【図5】従来のアスファルトフィニッシャの作動状態を
示す平面図。
FIG. 5 is a plan view showing an operation state of a conventional asphalt finisher.

【符号の説明】[Explanation of symbols]

10 アスファルトフィニッシャ 14 主スクリード 15 第1補助スクリード 16 第2補助スクリード 20 多段伸縮シリンダ 21 第1シリンダ 22 第2シリンダ 23 ロッド DESCRIPTION OF SYMBOLS 10 Asphalt finisher 14 Main screed 15 1st auxiliary screed 16 2nd auxiliary screed 20 Multi-stage telescopic cylinder 21 1st cylinder 22 2nd cylinder 23 Rod

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 主スクリードに対して補助スクリードを
少なくとも左右2組備え、車幅内に収納された補助スク
リードを左右方向へ移動して舗装幅を変更可能にしたア
スファルトフィニッシャのスクリード伸縮装置に於い
て、主スクリードに多段伸縮シリンダの第1シリンダを
固設し、主スクリードの直前または直後に取り付けられ
た最内側の補助スクリードから外側の補助スクリードに
亘って前記多段伸縮シリンダの中間シリンダを順次装着
するとともに、最外側の補助スクリードに前記多段伸縮
シリンダのロッド先端部を装着し、前記多段伸縮シリン
ダの伸縮により補助スクリードを左右方向へ移動できる
ように構成したことを特徴とするアスファルトフィニッ
シャのスクリード伸縮装置。
1. A screed expansion and contraction device for an asphalt finisher having at least two sets of left and right auxiliary screeds with respect to a main screed and capable of changing a pavement width by moving an auxiliary screed housed within a vehicle width in a left-right direction. Then, the first cylinder of the multistage telescopic cylinder is fixed to the main screed, and the intermediate cylinder of the multistage telescopic cylinder is sequentially mounted from the innermost auxiliary screed attached immediately before or immediately after the main screed to the outer auxiliary screed. The screed expansion and contraction of the asphalt finisher is characterized in that the rod end of the multi-stage telescopic cylinder is attached to the outermost auxiliary screed so that the auxiliary screed can be moved in the left-right direction by the expansion and contraction of the multi-stage telescopic cylinder. apparatus.
JP18116997A 1997-07-07 1997-07-07 Speed expansion device of asphalt finisher Pending JPH1121810A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18116997A JPH1121810A (en) 1997-07-07 1997-07-07 Speed expansion device of asphalt finisher

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18116997A JPH1121810A (en) 1997-07-07 1997-07-07 Speed expansion device of asphalt finisher

Publications (1)

Publication Number Publication Date
JPH1121810A true JPH1121810A (en) 1999-01-26

Family

ID=16096102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18116997A Pending JPH1121810A (en) 1997-07-07 1997-07-07 Speed expansion device of asphalt finisher

Country Status (1)

Country Link
JP (1) JPH1121810A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102304890A (en) * 2011-09-02 2012-01-04 徐州凯莫尔重工科技有限公司 Hydraulic stepless telescopic mechanism of ironing board of paver
CN105951568A (en) * 2016-06-28 2016-09-21 徐州雷泽机械科技有限公司 Independently controlled two-end telescopic ironing plate
CN108532421A (en) * 2018-06-28 2018-09-14 青岛亿伟壹建设设备工程有限公司 The one flexible paver screed assembly of 8 meters of key

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102304890A (en) * 2011-09-02 2012-01-04 徐州凯莫尔重工科技有限公司 Hydraulic stepless telescopic mechanism of ironing board of paver
CN105951568A (en) * 2016-06-28 2016-09-21 徐州雷泽机械科技有限公司 Independently controlled two-end telescopic ironing plate
CN108532421A (en) * 2018-06-28 2018-09-14 青岛亿伟壹建设设备工程有限公司 The one flexible paver screed assembly of 8 meters of key

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