JPS6145214Y2 - - Google Patents

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Publication number
JPS6145214Y2
JPS6145214Y2 JP1982088926U JP8892682U JPS6145214Y2 JP S6145214 Y2 JPS6145214 Y2 JP S6145214Y2 JP 1982088926 U JP1982088926 U JP 1982088926U JP 8892682 U JP8892682 U JP 8892682U JP S6145214 Y2 JPS6145214 Y2 JP S6145214Y2
Authority
JP
Japan
Prior art keywords
screed
gate
telescoping
auxiliary
telescopic
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
JP1982088926U
Other languages
Japanese (ja)
Other versions
JPS58194207U (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 JP8892682U priority Critical patent/JPS58194207U/en
Publication of JPS58194207U publication Critical patent/JPS58194207U/en
Application granted granted Critical
Publication of JPS6145214Y2 publication Critical patent/JPS6145214Y2/ja
Granted legal-status Critical Current

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  • Road Paving Machines (AREA)

Description

【考案の詳細な説明】 本考案はアスフアルトフイニツシヤの伸縮式合
材ゲートに関する。
[Detailed Description of the Invention] The present invention relates to a telescoping composite material gate for asphalt finishers.

第1図はアスフアルトフイニツシヤの全体側面
図を示し、ダンプトラツクによりホツパ1内に供
給されたアスフアルト合材2はバーコンベア装置
3及びトラクター4後方に設置されたスクリユコ
ンベア装置5によつてスクリード装置6の前面に
拡搬供給され、左へ進行するにつれスクリード装
置6によつて所要の厚さを有する舗装帯Mが形成
されていく工程を示している。
FIG. 1 shows an overall side view of an asphalt finisher, in which asphalt mixture 2 is supplied into a hopper 1 by a dump truck and is screeded by a bar conveyor device 3 and a screw conveyor device 5 installed behind a tractor 4. This shows a process in which the screeding device 6 spreads and supplies the material to the front of the device 6, and as it progresses to the left, the paving strip M having the required thickness is formed by the screeding device 6.

又、第2図は全体平面図を示し、スクリード装
置6は主スクリード7と補助伸縮スクリード8に
て構成され主スクリード7のサイドには左右に合
材ゲート9、補助伸縮スクリード8のサイドには
左右にサイドプレート10を取付けている。主ス
クリード7は固定であるが補助伸縮スクリード8
は左右方向へ任意に伸縮出来る構造となつてい
る。
Further, FIG. 2 shows an overall plan view, and the screed device 6 is composed of a main screed 7 and an auxiliary telescoping screed 8. There are mixer gates 9 on the left and right sides of the main screed 7, and gates 9 on the left and right sides of the auxiliary telescoping screed 8. Side plates 10 are attached to the left and right sides. The main screed 7 is fixed, but the auxiliary telescopic screed 8
has a structure that allows it to expand and contract arbitrarily in the left and right directions.

補助伸縮スクリード8部、左平面は補助伸縮ス
クリード8が最大伸びた時、右平面は最小縮まつ
た時を示している。第1図で述べた舗装帯Mの所
要幅員は補助伸縮スクリード8を伸縮することに
より任意に形成されることが出来る。
The left plane of the auxiliary telescoping screed 8 section shows when the auxiliary telescoping screed 8 is maximally extended, and the right plane shows the state when it is minimally contracted. The required width of the pavement strip M described in FIG. 1 can be formed arbitrarily by expanding and contracting the auxiliary expandable screed 8.

しかしながら所要の、平坦で緻密優美な舗装帯
Mを形成するには下記の不具合を有している。
However, there are the following problems in forming the required flat, dense and elegant pavement belt M.

第3図は補助伸縮スクリード8が最大に伸びた
時を示し、補助伸縮スクリード8の前面に供給さ
れる合材量は合材ゲート9によつて制限される。
第2図に示すように補助伸縮スクリード8が合材
ゲート9よりも伸び、合材ゲート9の外端部とサ
イドプレート10間に形成されるギヤツプl2部は
第5図断面に示す地上高h2の合材量を供給し、合
材ゲート9の有効長l1部は合材ゲートの地上高h1
で制限された量(第4図)を供給する。この為、
合材ゲート9の有る部分l1と無い部分l2とでは、
補助伸縮スクリード8前部に供給される合材量が
不均一となり、ギヤツプ部l2から供給される大量
の合材量は補助伸縮スクリード8前部に冷固化し
た滞溜部Zを形成し、補助伸縮スクリード8下面
への円滑な合材流動を不良にするので、舗装体M
の表面欠陥を生成する要因となる。
FIG. 3 shows the auxiliary telescoping screed 8 when it is fully extended, and the amount of mix material supplied to the front side of the auxiliary telescoping screed 8 is limited by the mix material gate 9.
As shown in FIG. 2, the auxiliary telescopic screed 8 extends beyond the composite material gate 9, and the gap l2 portion formed between the outer end of the composite material gate 9 and the side plate 10 has a ground clearance shown in the cross section of FIG. h 2 is supplied, and the effective length l of the mixture gate 9 is equal to the ground height of the mixture gate h 1
(Figure 4). For this reason,
In the part l 1 with the composite material gate 9 and the part l 2 without,
The amount of mixed material supplied to the front part of the auxiliary telescopic screed 8 becomes uneven, and the large amount of mixed material supplied from the gap part l2 forms a cooled and solidified stagnation part Z in the front part of the auxiliary telescopic screed 8, The pavement M
This causes surface defects.

また補助伸縮スクリード8を縮める場合、上記
滞溜部Z部の滞溜合材が主スクリード7とサイド
プレート10との間にはさまり、作動を著しく妨
害する。又はサイドプレート10を引き上げ式に
して逃がす必要があるが、合材の無駄になる。
Furthermore, when the auxiliary telescopic screed 8 is contracted, the accumulated material in the above-mentioned accumulation section Z gets caught between the main screed 7 and the side plate 10, significantly interfering with the operation. Alternatively, it is necessary to pull up the side plate 10 to release it, but this results in waste of composite material.

そこで本考察は前記欠点を除去したアスフアル
トフイニツシヤの伸縮式合材ゲートを提供するこ
とを目的としたものであり、前記の欠点である合
材ゲートの固定式の物を補助伸縮スクリードの伸
縮に同調させる伸縮式合材ゲートとし、補助伸縮
スクリード前面に取付け、補助伸縮スクリード前
面を総て覆うものである。
Therefore, the purpose of this study is to provide a telescoping composite material gate for asphalt finishers that eliminates the above-mentioned drawbacks. This is a synchronized telescoping composite material gate, which is attached to the front surface of the auxiliary telescoping screed, and covers the entire front surface of the auxiliary telescoping screed.

本考案の実施例を以下図面に従つて詳細に説明
する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第6図は本考案である伸縮式合材ゲートの斜視
図であり、7は主スクリード、8は補助伸縮スク
リード、10は補助伸縮スクリード8側部に設け
たサイドプレート、11は合材量調整プレート、
12は調整ボルト、13は連結パイプ、14は固
定パイプ、15はピン、16は角パイプ、17は
ガイドパイプ、18は本伸縮自在ゲートである。
FIG. 6 is a perspective view of the telescoping mix gate of the present invention, where 7 is the main screed, 8 is the auxiliary telescoping screed, 10 is the side plate provided on the side of the auxiliary telescoping screed 8, and 11 is the amount of material to be adjusted. plate,
12 is an adjustment bolt, 13 is a connecting pipe, 14 is a fixed pipe, 15 is a pin, 16 is a square pipe, 17 is a guide pipe, and 18 is a main retractable gate.

第6図に示す如く、主スクリード7ストライキ
オフ前面に固定パイプ14を締結し、伸縮ゲート
18を固定パイプ14をガイドにしてスライドで
きる様に取付ける。伸縮ゲート18には調整ボル
ト12で、流入合材量をコントロールする合材調
整プレート11を設ける。更に合材ゲート18に
溶接付けされているガイドパイプ17に連結パイ
プ13を差し込んでピン15にて固定する。又、
連結パイプ13の他方は上下スライド可能となる
様に、穴を明けた角パイプ16に差込む。
As shown in FIG. 6, a fixed pipe 14 is fastened to the strike-off front surface of the main screed 7, and a telescoping gate 18 is attached so that it can slide using the fixed pipe 14 as a guide. The telescoping gate 18 is provided with a mixture adjustment plate 11 that controls the amount of inflow mixture using an adjustment bolt 12. Further, the connecting pipe 13 is inserted into the guide pipe 17 welded to the composite material gate 18 and fixed with a pin 15. or,
The other end of the connecting pipe 13 is inserted into a square pipe 16 with a hole so that it can be slid up and down.

次にその作用及び効果を説明すると、第7図は
本伸縮ゲートを装着したフイニツシヤの施工状態
を示す。主スクリード7のストライキオフに取付
けられた伸縮ゲート18は連結パイプ13及び角
パイプ16を介して補助伸縮スクリード8に連継
しているので補助伸縮スクリード8の伸縮に同調
して、ストライキオフの前面をスライドする。こ
うして伸縮ゲート18は補助伸縮スクリード8の
前面総てを覆うので、拡搬供給された合材2は補
助伸縮スクリード8の至る所で、合材量調整プレ
ート11の地上高h1の高さに規制され均一に供給
されることとなり、常に一定な密度の層を形成で
きる。この為、冷固化した滞溜合材Gも生成しな
い。こうして補助伸縮スクリード8の下面へは円
滑な合材流動が得られ、緻密優美な舗装帯Mを現
出することができる。
Next, to explain its function and effect, FIG. 7 shows the construction state of a finisher equipped with this telescoping gate. The telescoping gate 18 attached to the strike-off of the main screed 7 is connected to the auxiliary telescoping screed 8 via the connecting pipe 13 and the square pipe 16. Slide. In this way, the telescoping gate 18 covers the entire front surface of the auxiliary telescoping screed 8, so that the spread and supplied composite material 2 is spread all over the auxiliary telescoping screed 8 to the height of the ground height h 1 of the material amount adjustment plate 11. Since it is regulated and supplied uniformly, it is possible to form a layer with a constant density at all times. For this reason, the accumulated material G that has cooled and solidified is not generated. In this way, a smooth mixture flow is obtained on the lower surface of the auxiliary elastic screed 8, and a dense and elegant paving belt M can be produced.

合材量調整プレート11は調整ボルト12で高
さ調整可能であるので、補助伸縮スクリード8の
前部に供給する合材量は、舗装帯Mの所要の厚さ
に合せて必要量に規制できる。即ち第7図のh1
任意に変えられる。
Since the height of the mixed material amount adjustment plate 11 can be adjusted using the adjustment bolt 12, the amount of mixed material supplied to the front part of the auxiliary telescopic screed 8 can be regulated to the required amount according to the required thickness of the paving strip M. . That is, h 1 in FIG. 7 can be changed arbitrarily.

補助伸縮スクリード8の上下調整Hをコントロ
ールする場合、角パイプ16は補助伸縮スクリー
ド8に固定である為、調整量に同調して動くが、
連結パイプ13を角パイプ16の穴に沿つてスラ
イドできる構造にしたので、補助伸縮スクリード
8は合材調整プレート18とは無縁に作動でき
る。
When controlling the vertical adjustment H of the auxiliary telescopic screed 8, the square pipe 16 is fixed to the auxiliary telescopic screed 8, so it moves in sync with the amount of adjustment.
Since the connecting pipe 13 is structured to be able to slide along the hole in the square pipe 16, the auxiliary telescopic screed 8 can operate independently of the composite material adjustment plate 18.

要するに本考案によれば、左右方向に伸縮自在
に設けられた伸縮スクリードと同一方向に移動可
能にかつ伸縮スクリードの前面を覆うように設け
られた伸縮ゲートと該伸縮ゲートの下部に高さを
調整可能に設けられた調整プレートとを具備した
ことにより、伸縮スクリード前面を覆い、しかも
伸縮スクリードの伸縮動作に同調して合材ゲート
が伸縮作動し、該伸縮ゲートに装着している合材
量調整プレートで供給する合材量を任意に調整で
きる。伸縮ゲートと角パイプは連結パイプで連結
させたので、補助伸縮スクリードの段差(上下)
調整時、上下の調整量は連結パイプに沿つて角パ
イプがスライド出来る。このように補助スクリー
ド部前面にアスフアルト合材を均一に供給でき合
材ゲートと補助スクリード前面との間のアスフア
ルト合材の滞溜を適正量にでき、緻密優美な舗装
帯を形成出来る。
In short, according to the present invention, a telescopic screed is provided to be able to expand and contract in the left and right direction, and a telescopic gate is provided to be movable in the same direction as to cover the front surface of the telescopic screed, and a height is adjusted at the bottom of the telescopic gate. By being equipped with an adjustment plate that can be installed to cover the front surface of the telescopic screed, the material gate expands and contracts in synchronization with the expansion and contraction movement of the telescopic screed, making it possible to adjust the amount of material attached to the telescoping gate. The amount of mixed material supplied by the plate can be adjusted arbitrarily. The telescoping gate and the square pipe are connected by a connecting pipe, so there is no difference in the level of the auxiliary telescoping screed (up and down).
When adjusting, the square pipe can be slid along the connecting pipe to adjust the amount of vertical adjustment. In this way, the asphalt mixture can be uniformly supplied to the front surface of the auxiliary screed part, the asphalt mixture can be accumulated in an appropriate amount between the mixture gate and the front surface of the auxiliary screed, and a dense and elegant pavement belt can be formed.

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

第1図はアスフアルトフイニツシヤの全体側面
図、第2図はその全体平面図、第3図は従来の伸
縮式スクリード近傍を示す斜視図、第4図は第3
図A−A断面図、第5図は第3図B−B断面図、
第6図は本考案の実施例を示す斜視図、第7図は
その施工状態を示す斜視図である。 7……主スクリード、8……補助伸縮スクリー
ド、10……サイドプレート、12……合材調整
プレート、18……伸縮自在ゲート。
Fig. 1 is an overall side view of the asphalt finisher, Fig. 2 is an overall plan view thereof, Fig. 3 is a perspective view showing the vicinity of a conventional telescopic screed, and Fig. 4 is an overall side view of the asphalt finisher.
Figure AA sectional view, Figure 5 is Figure 3 BB sectional view,
FIG. 6 is a perspective view showing an embodiment of the present invention, and FIG. 7 is a perspective view showing its construction state. 7...Main screed, 8...Auxiliary telescopic screed, 10...Side plate, 12...Mixture adjustment plate, 18...Extensible gate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 主スクリードと、左右方向に伸縮自在に設けら
れた伸縮スクリードと、該伸縮スクリードの側部
に設けられたサイドプレートとを具えたアスフア
ルトフイニツシヤにおいて、前記伸縮スクリード
の前部に該伸縮スクリードの前面を覆いかつ伸縮
スクリードと同一方向に移動可能に設けられた伸
縮ゲートと、前記伸縮ゲートの下部に高さを調整
可能に設けられた調整プレートとを具え、前記伸
縮ゲートの左右方向の移動並びに調整プレートの
上下方向の移動により合材量を調整可能に構成し
たことを特徴とするアスフアルトフイニツシヤの
伸縮式合材ゲート。
In an asphalt finisher comprising a main screed, a telescopic screed provided so as to be extendable in the left-right direction, and a side plate provided on a side of the telescopic screed, the front surface of the telescopic screed is a retractable gate that covers the retractable gate and is movable in the same direction as the retractable screed; and an adjustment plate that is provided at the bottom of the retractable gate so that its height can be adjusted; A telescoping mixed material gate for asphalt finishers, characterized by a configuration in which the amount of mixed material can be adjusted by moving the plate in the vertical direction.
JP8892682U 1982-06-15 1982-06-15 Telescoping composite gate for asphalt finishing Granted JPS58194207U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8892682U JPS58194207U (en) 1982-06-15 1982-06-15 Telescoping composite gate for asphalt finishing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8892682U JPS58194207U (en) 1982-06-15 1982-06-15 Telescoping composite gate for asphalt finishing

Publications (2)

Publication Number Publication Date
JPS58194207U JPS58194207U (en) 1983-12-24
JPS6145214Y2 true JPS6145214Y2 (en) 1986-12-19

Family

ID=30097576

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8892682U Granted JPS58194207U (en) 1982-06-15 1982-06-15 Telescoping composite gate for asphalt finishing

Country Status (1)

Country Link
JP (1) JPS58194207U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5323144A (en) * 1976-08-04 1978-03-03 Thetford Corp Chamber pot

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5323144A (en) * 1976-08-04 1978-03-03 Thetford Corp Chamber pot

Also Published As

Publication number Publication date
JPS58194207U (en) 1983-12-24

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