JPH07166512A - Double-layer compacting mechanism - Google Patents

Double-layer compacting mechanism

Info

Publication number
JPH07166512A
JPH07166512A JP4060731A JP6073192A JPH07166512A JP H07166512 A JPH07166512 A JP H07166512A JP 4060731 A JP4060731 A JP 4060731A JP 6073192 A JP6073192 A JP 6073192A JP H07166512 A JPH07166512 A JP H07166512A
Authority
JP
Japan
Prior art keywords
compacted
lower layer
layer
concrete
compaction
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.)
Granted
Application number
JP4060731A
Other languages
Japanese (ja)
Other versions
JP2517864B2 (en
Inventor
Mitsutoshi Suda
光俊 須田
Shinji Koyanagi
真二 小柳
Shuichi Mochimaru
修一 持丸
Yuuki Yamanaka
勇樹 山中
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.)
KENSETSUSHO KANTO CHIHO KENSET
KENSETSUSHO KANTO CHIHO KENSETSU KYOKUCHO
Original Assignee
KENSETSUSHO KANTO CHIHO KENSET
KENSETSUSHO KANTO CHIHO KENSETSU KYOKUCHO
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 KENSETSUSHO KANTO CHIHO KENSET, KENSETSUSHO KANTO CHIHO KENSETSU KYOKUCHO filed Critical KENSETSUSHO KANTO CHIHO KENSET
Priority to JP4060731A priority Critical patent/JP2517864B2/en
Publication of JPH07166512A publication Critical patent/JPH07166512A/en
Application granted granted Critical
Publication of JP2517864B2 publication Critical patent/JP2517864B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Road Paving Machines (AREA)

Abstract

PURPOSE:To evenly compact paving materials even in a thick paving slab thereof. CONSTITUTION:Concrete K supplied on a subbase course is compacted by a lower stage compactor 5 to get a constant thickness to form a lower layer S1. Concrete K supplied thereon is compacted by a succeeding screed 6 and unified with the prior compacted concrete K (lower layer S1). In this way, compaction at the lower layer of a paving slab 8 is improved and concrete from the upper layer to the lower layer is almost evenly compacted in the thickness direction of paving slate.

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、舗装材料の敷均しにお
ける2層締固め機構に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a two-layer compaction mechanism for leveling paving materials.

【0002】[0002]

【従来の技術】例えば、道路等の路盤面をアスファルト
フィニッシャで舗装する場合、アスファルト(舗装材
料)をスクリュースプレッダ等の供給部から路盤上に供
給しつつ、供給部の後方に設けられたスクリードにより
路盤上に供給されたアスファルトを締固めるようにして
いる。
2. Description of the Related Art For example, when paving a roadbed surface such as a road with an asphalt finisher, while supplying asphalt (paving material) onto the roadbed from a supply unit such as a screw spreader, a screed provided behind the supply unit. The asphalt supplied on the roadbed is compacted.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記の場
合、舗装版の版厚が厚くなると、該舗装版の下層部が上
層部に比べて締固め不足となってしまい、ローラ等によ
って転圧しても、版厚方向に均一な締固めとならないと
いう問題があった。本発明は上記事情に鑑みてなされた
もので、舗装版の版厚が厚くなっても、舗装材料を均一
に締固めることができる2層締固め機構を提供すること
を目的としている。
However, in the above case, when the plate thickness of the pavement plate becomes thicker, the lower layer portion of the pavement plate becomes insufficiently compacted as compared with the upper layer portion, and it is rolled by a roller or the like. However, there is a problem that the compaction is not uniform in the plate thickness direction. The present invention has been made in view of the above circumstances, and an object thereof is to provide a two-layer compaction mechanism capable of uniformly compacting a paving material even when the paving plate has a large thickness.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明の2層締固め機構は、路盤面に供給された舗
装材料を一定の厚さに締固める低層部締固め装置と、こ
の締固め装置の後方上側に設けられて、該締固め装置に
よって締固められた低層部上に供給された舗装材料を目
標の厚さまで締固めるスクリードとを備えてなるもので
ある。
In order to achieve the above object, a two-layer compaction mechanism of the present invention comprises a lower layer compaction device for compacting a pavement material supplied to a roadbed surface to a constant thickness. A screed provided on the upper rear side of the compacting device and compacting the pavement material supplied onto the lower layer portion compacted by the compacting device to a target thickness.

【0005】[0005]

【作用】本発明にあっては、路盤上に供給された舗装材
料が、低層部締固め装置により一定の厚さに締固められ
て低層部が形成され、その上に供給された舗装材料が後
続のスクリードにより締固められて先に締固められた舗
装材料(低層部)と一体化するので、舗装版の下層の締
固めが向上し、上層から下層まで版厚方向にほぼ均一に
締固まる。
In the present invention, the pavement material supplied onto the roadbed is compacted to a constant thickness by the low layer compaction device to form the low layer portion, and the pavement material supplied onto the pavement material is As it is integrated with the pavement material (lower layer part) that has been compacted by the subsequent screed and is compacted earlier, the compaction of the lower layer of the paving slab is improved and it is compacted almost uniformly in the plate thickness direction from the upper layer to the lower layer. .

【0006】[0006]

【実施例】以下、図1ないし図3を参照して本発明の一
実施例を説明する。図1は本発明に係る2層締固め機構
の一実施例を示すもので、図中符号1はアスファルトフ
ィニッシャである。このアスファルトフィニッシャ1で
は、ダンプトラックにより運ばれてきた超固練りコンク
リート(舗装材料)が、ホッパ2に投入され、図示しな
いバーフィーダにより後方に運ばれスクリュウスプレッ
ダ3により所要施工幅に均一にまきだされるようになっ
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 shows an embodiment of a two-layer compaction mechanism according to the present invention, in which reference numeral 1 is an asphalt finisher. In this asphalt finisher 1, the super-mixed concrete (pavement material) carried by a dump truck is put into a hopper 2, is carried backward by a bar feeder (not shown), and is spread evenly to a required construction width by a screw spreader 3. It is supposed to be done.

【0007】また、上記スクリュウスプレッダ3の後方
には、該スクリュウスプレッダ3によって路盤面4に供
給された舗装材料を一定の厚さに締固める低層部締固め
装置5が設けられている。この低層部締固め装置5は、
路盤面4と平行に設けられてコンクリートの締固めを行
う鋼板5aと、この鋼板5aの上面に積載されて該鋼板
5aに振動を与えるバイブレータ5bと、これらの上方
側を覆うカバー5cとを主体として構成されており、上
記スクリュウスプレッダ3によってまきだされたコンク
リートKの中に、路盤面4から浮いた位置にセットされ
ている。
Further, behind the screw spreader 3, there is provided a lower layer compaction device 5 for compacting the pavement material supplied to the roadbed 4 by the screw spreader 3 to a constant thickness. This lower layer compaction device 5
A steel plate 5a provided in parallel with the roadbed surface 4 for compacting concrete, a vibrator 5b stacked on the upper surface of the steel plate 5a for vibrating the steel plate 5a, and a cover 5c for covering the upper side thereof are mainly included. And is set in a position floating above the roadbed surface 4 in the concrete K that has been cast by the screw spreader 3.

【0008】上記低層部締固め装置5の後方上側には、
スクリード6が支持アーム7に支持されて設けられてい
る。このスクリード6は、ダンパバーおよびバイブレー
タを備えており、低層部締固め装置5によって締固めら
れた低層部上に供給された舗装材料を目標の厚さまで締
固めるようになっている。
On the rear upper side of the lower layer compaction device 5,
The screed 6 is provided so as to be supported by the support arm 7. The screed 6 is provided with a damper bar and a vibrator, and is adapted to compact the pavement material supplied onto the lower layer portion compacted by the lower layer compaction device 5 to a target thickness.

【0009】次に、上記構成の2層締固め機構によって
舗装材料を締固める方法について説明する。まず、アス
ファルトフィニッシャ1を前進させながらホッパ2に投
入されたコンクリートをスクリュウスプレッダ3により
所要施工幅に均一にまきだす。そして、まきだされたコ
ンクリートKの一部を低層部締固め装置5の鋼板5aに
よって締固めて厚さ10cm程度の低層部S1を形成す
る。
Next, a method of compacting the pavement material by the two-layer compaction mechanism having the above construction will be described. First, while advancing the asphalt finisher 1, the concrete put into the hopper 2 is evenly spread to the required construction width by the screw spreader 3. Then, a part of the spread concrete K is compacted by the steel plate 5a of the low layer compaction device 5 to form the low layer portion S 1 having a thickness of about 10 cm.

【0010】一方、スクリュウスプレッダ3によってま
きだされたコンクリートの残りは、アスファルトフィニ
ッシャ1を前進に伴って低層部締固め装置5のカバー5
cを乗り越えて、上記低層部S1上に供給される。
On the other hand, the remainder of the concrete cast by the screw spreader 3 is covered by the cover 5 of the lower layer compaction device 5 as the asphalt finisher 1 moves forward.
After passing through c, it is supplied onto the lower layer portion S 1 .

【0011】そして、上記低層部S1上に供給されたコ
ンクリートをスクリード6によって目標の厚さまで締固
めて、先に締固められたコンクリート(低層部S1)と
一体化して舗装版8を形成する。
Then, the concrete supplied onto the lower layer portion S 1 is compacted by the screed 6 to a target thickness, and is integrated with the previously compacted concrete (the lower layer portion S 1 ) to form the paving slab 8. To do.

【0012】このようにして、舗装版8を形成すれば、
版厚が厚くなっても、舗装版8の下層の締固めが向上
し、上層から下層まで版厚方向にほぼ均一にかつ締固め
度を100%(充填率96%)近くまで締固めることが
できる。また、2層締固め機構を、低層部S1を締固め
る低層部締固め装置5と、この低層部締固め装置5の後
方上側に設けられて、低層部S1上に供給されたコンク
リートKを締固めるスクリード6によって構成したの
で、路盤面4に供給されたコンクリートKを容易かつ確
実に2層に分けて締固めることができる。
By forming the paving slab 8 in this way,
Even if the plate thickness becomes thicker, the compaction of the lower layer of the paving slab 8 is improved, and the compaction is almost uniform in the plate thickness direction from the upper layer to the lower layer and the compaction degree is close to 100% (filling rate 96%). it can. Further, the two-layer compaction mechanism, and the lower floors compaction device 5 compacting the low rise portion S 1, provided in the rear upper side of the lower floors compaction device 5, concrete K supplied on lower floors S 1 The concrete K supplied to the roadbed 4 can be easily and surely divided into two layers and compacted.

【0013】[0013]

【発明の効果】以上説明したように、本発明の2層締固
め機構によれば、路盤面に供給された舗装材料を一定の
厚さに締固める低層部締固め装置と、この後方上側に設
けられて、該低層部締固め装置によって締固められた低
層部上に供給された舗装材料を目標の厚さまで締固める
スクリードとによって構成したので、路盤面に供給され
たコンクリートを容易かつ確実に2層に分けて締固める
ことができる。したがって舗装版の版厚が厚くなって
も、舗装版の下層の締固めが向上し、上層から下層まで
版厚方向にほぼ均一にかつ締固め度を100%(充填率
96%)近くまで締固めることができる。
As described above, according to the two-layer compaction mechanism of the present invention, the low-layer compaction device for compacting the pavement material supplied to the roadbed surface to a constant thickness and the rear upper part thereof. Since it is provided with the screed that compacts the pavement material supplied onto the low-layer portion compacted by the low-layer portion compacting device to a target thickness, the concrete supplied to the roadbed surface can be easily and reliably formed. It can be compacted in two layers. Therefore, even if the plate thickness of the paving slab becomes thicker, the compaction of the lower layer of the paving slab is improved, and the compaction degree is almost uniform in the plate thickness direction from the upper layer to the lower layer and the compaction degree is close to 100% (filling rate 96%) Can be hardened.

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

【図1】本発明の2層締固め機構の一実施例を示す側面
図である。
FIG. 1 is a side view showing an embodiment of a two-layer compaction mechanism of the present invention.

【図2】図1における低層部締固め装置の拡大図であ
る。
FIG. 2 is an enlarged view of the lower layer compaction device in FIG.

【図3】図2におけるA矢視図である。FIG. 3 is a view on arrow A in FIG.

【符号の説明】[Explanation of symbols]

1 アスファルトフィニッシャ 2 ホッパ 3 スクリュウスプレッダ 4 路盤面 5 低層部締固め装置 5a 鋼板 5b バイブレータ 5c カバー 6 スクリード 7 支持アーム 8 舗装版 K コンクリート(舗装材料) S1 低層部1 Asphalt Finisher 2 Hopper 3 Screw spreader 4 Roadbed 5 Roadside compaction device 5a Steel plate 5b Vibrator 5c Cover 6 Screed 7 Support arm 8 Pavement plate K Concrete (pavement material) S 1 Low layer part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 持丸 修一 千葉県松戸市初富飛地7−1 建設省関東 技術事務所内 (72)発明者 山中 勇樹 茨城県つくば市大字旭一番 建設省土木研 究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shuichi Mochimaru 7-1 Hattomichi, Matsudo City, Chiba Prefecture, Kanto Engineering Office, Ministry of Construction (72) Inventor, Yuki Yamanaka, Asahi Ichiba, Tsukuba City, Ibaraki Prefectural Institute of Civil Engineering Research

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 路盤面に供給された舗装材料を一定の厚
さに締固める低層部締固め装置と、この低層部締固め装
置の後方上側に設けられて、該低層部締固め装置によっ
て締固められた低層部上に供給された舗装材料を目標の
厚さまで締固めるスクリードとを備えてなることを特徴
とする2層締固め機構。
1. A low-layer compactor for compacting a pavement material supplied to a roadbed surface to a constant thickness, and a low-layer compactor provided on the rear upper side of the low-layer compactor. A two-layer compaction mechanism comprising: a screed that compacts the pavement material supplied onto the compacted low-layer portion to a target thickness.
JP4060731A 1992-03-17 1992-03-17 Two-layer compaction mechanism Expired - Lifetime JP2517864B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4060731A JP2517864B2 (en) 1992-03-17 1992-03-17 Two-layer compaction mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4060731A JP2517864B2 (en) 1992-03-17 1992-03-17 Two-layer compaction mechanism

Publications (2)

Publication Number Publication Date
JPH07166512A true JPH07166512A (en) 1995-06-27
JP2517864B2 JP2517864B2 (en) 1996-07-24

Family

ID=13150722

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4060731A Expired - Lifetime JP2517864B2 (en) 1992-03-17 1992-03-17 Two-layer compaction mechanism

Country Status (1)

Country Link
JP (1) JP2517864B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005019139A1 (en) * 2005-04-20 2006-11-02 Dieter Schwenninger Mobile finisher, has separate compression device arranged between deal installation and transverse distribution system to compress installation property before processing by installation in direction, which is perpendicular to plane

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52120525A (en) * 1976-04-05 1977-10-11 Nippon Hodo Machine for pavement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52120525A (en) * 1976-04-05 1977-10-11 Nippon Hodo Machine for pavement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005019139A1 (en) * 2005-04-20 2006-11-02 Dieter Schwenninger Mobile finisher, has separate compression device arranged between deal installation and transverse distribution system to compress installation property before processing by installation in direction, which is perpendicular to plane
DE102005019139B4 (en) * 2005-04-20 2008-07-10 Dieter Schwenninger Screed with upstream compaction unit

Also Published As

Publication number Publication date
JP2517864B2 (en) 1996-07-24

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960319

EXPY Cancellation because of completion of term