JP4034127B2 - Paving material leveling equipment - Google Patents

Paving material leveling equipment Download PDF

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JP4034127B2
JP4034127B2 JP2002169001A JP2002169001A JP4034127B2 JP 4034127 B2 JP4034127 B2 JP 4034127B2 JP 2002169001 A JP2002169001 A JP 2002169001A JP 2002169001 A JP2002169001 A JP 2002169001A JP 4034127 B2 JP4034127 B2 JP 4034127B2
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pavement
auger
construction
vibrator
width
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JP2004011347A (en
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智彦 田中
吾郎 丑久保
彰 村上
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株式会社Nippoコーポレーション
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【0001】
【発明の属する技術分野】
本発明は、コンクリート等の舗装材を敷き均す敷き均し装置に関する。
【0002】
【従来の技術】
従来、滑走路や道路のような、同一断面の連続した舗装構造物を構築するために、コンクリート等の舗装材を所定の形状に成形するスリップフォーム工法が知られている。
このスリップフォーム工法は、ダンプ等の運搬車両から供給された舗装材を、バックホー等の建設機械により施工面に撒き、成形機(スリップフォームペーバ)を使用して、舗装材を敷き均し、所定の断面形状に成形する。
【0003】
このスリップフォーム工法に使用される成形機は、前後左右にクローラ走行体を有する自走式の台車と、この台車に設けられ、所定の断面形状に舗装材を敷き均す敷き均し装置と、を有して構成されている。
敷き均し装置は、舗装材を舗装施工方向に略直交する左右方向に敷き拡げる拡散オーガと、後方へ送られる舗装材の供給量を調整するゲートと、舗装材に振動を与えるバイブレータと、舗装材を押圧するモールドプレートと、を有して構成されている。更に、成形機には、押圧された舗装材の横仕上げを行うコレクションビームと、縦仕上げを行うスーパースムーサと、が設けられている。
【0004】
そして、この敷き均し装置を作動させながら、台車を走行させることにより、舗装材が連続的に敷き均され、舗装構造物の構築が行われる。
【0005】
【発明が解決しようとする課題】
ところで、このような成形機を用いて舗装構造物を構築すると、構築可能な舗装構造物の断面幅は、拡散オーガやモールドプレートの幅と略同一である敷き均し装置の幅(機械基本幅)に限定されてしまう。
そうすると、必要とされる舗装構造物の断面幅(施工幅)が同一であれば、連続して舗装材の成形が可能であるが、成形の途中で施工幅が変わる場合には、このような成形機では対応できず、その都度、施工幅に合った成形機を用意して、舗装施工面上に設置しなければならない。この成形機の設置に工数が大きくかかり、作業効率の大幅な低下を招くという問題点があった。
【0006】
そこで、本発明は以上のような従来の問題点に鑑み、複数の施工幅に容易に対応可能なスリップフォーム工法における成形機、とりわけ、これに用いられる舗装材の敷き均し装置を提供することを目的とする。
【0007】
【課題を解決するための手段】
このため、請求項1記載の発明は、舗装施工面に供給された舗装材を、舗装施工方向に略直交する左右方向に敷き拡げるオーガと、該オーガにより敷き拡げられた舗装材に振動を与えるバイブレータと、該バイブレータにより振動を与えられた舗装材を押圧するモールドプレートと、を含んで構成される舗装材の敷き均し装置において、前記オーガ、バイブレータ及びモールドプレートの左右方向の両端部から、施工幅に合わせてあらかじめ地面に設置された一対の枠材までの舗装施工面の上方を覆うように、前記モールドプレートの下面と略同一の高さに、板面が舗装施工面と略平行な面上に延びる板状の拡幅部材を着脱自在に設けたことを特徴とする。
【0008】
かかる構成によれば、敷き均し装置に拡幅部材を取り付けることで、機械基本幅から枠材まで、舗装施工面の上方が覆われることとなる。これにより、オーガによって機械基本幅より外方に敷き拡げられた舗装材が上方に溢れることなく、バイブレータ及びモールドプレートによって敷き均されるので、機械基本幅のみでなく、機械基本幅より大きい施工幅の舗装構造物を構築することが可能となる。
【0009】
そして、拡幅用部材を敷き均し装置に着脱するのみで、施工幅が機械基本幅と、機械基本幅より大きい幅のいずれにも対応できるため、その切り替え作業が、短時間で容易に可能となる。
請求項2記載の発明は、舗装施工面に供給された舗装材を、舗装施工方向に略直交する左右方向に敷き拡げるオーガと、該オーガにより敷き拡げられた舗装材に振動を与えるバイブレータと、該バイブレータにより振動を与えられた舗装材を押圧するモールドプレートと、前記舗装材がオーガの軸方向端部まで敷き拡げられることを抑制する略L字状の第1仕切り部材と、を含んで構成され、
前記第1仕切り部材は、前記オーガの舗装施工方向前方であって該オーガと略平行方向に板面が延びる前面部材と、前記オ−ガを跨ぐようにその略直角方向に板面が延びる側面部材と、を含んで構成されることを特徴とする。
【0010】
かかる構成によれば、第1仕切り部材を敷き均し装置に取り付けることにより、オーガ作動時に、舗装材が第1仕切り部材の側面部材より外方へは敷き拡げられることはない。これにより、機械基本幅より小さい幅に舗装材が敷き均されるので、機械基本幅のみでなく、機械基本幅より小さい施工幅の舗装構造物を構築することが可能となる。
【0011】
請求項3記載の発明は、更に、前記側面部材の舗装施工方向後方に位置しつつ、該側面部材と略同一面に沿って前記モールドプレートまで板面が延び、前記バイブレータ近傍における左右方向の舗装材の敷き拡げを抑制する第2仕切り部材を設けたことを特徴とする。
かかる構成によれば、第2仕切り部材を敷き均し装置に設けることにより、第1仕切り部材の後方でも、舗装材が第1仕切り部材の側面部より外方に敷き拡がることがなく、機械基本幅より小さい施工幅の舗装構造物を構築することが、より確実に行える。
【0012】
請求項4記載の発明は、前記第1仕切り部材及び第2仕切り部材の少なくとも一方が、着脱自在に設けられたことを特徴とする。
かかる構成によれば、第1仕切り部材及び第2仕切り部材を敷き均し装置に着脱させるのみで、施工幅が機械基本幅と、機械基本幅より小さい幅と、のいずれにも対応できるため、その切り替え作業が、短時間で容易に可能となる。
【0013】
請求項5記載の発明は、第2仕切り部材が、略上下方向に移動可能に設けられたことを特徴とする。
かかる構成によれば、第2仕切り部材を上下方向に移動させるのみで、施工幅が機械基本幅と同一の場合と、機械基本幅より小さい場合のいずれにも対応できるため、その切り替え作業が、短時間で容易に可能となる。
【0014】
【発明の実施の形態】
以下、添付された図面を参照して本発明を詳述する。
まず、本発明に係る舗装材の敷き均し装置の第1実施例について説明する。
本実施例の敷き均し装置を有する成形機は、図1及び図2に示すように、前後左右にクローラ走行体1を有する自走式の台車2と、この台車2に設けられ、所定の幅に舗装材を敷き均す敷き均し装置3と、を有して構成されている。
【0015】
敷き均し装置3には、前方より順に、拡散オーガ4、ゲート5、バイブレータ6、モールドプレート7が設けられている。更に、成形機には、その後方に、コレクションビーム8、スーパースムーサ9が設けられている。
拡散オーガ4は、敷き均し装置3の舗装施工方向(進行方向)に略直交する左右方向の略幅一杯に延出して設けられ、回転することにより、前方から取り込んだ舗装材を左右方向に敷き拡げる。ゲート5は平板状のプレートであり、後方へ送られる舗装材の供給量を調整する。バイブレータ6はゲート5の後方に送られた舗装材に振動を与えて均し、モールドプレート7は、敷き均し装置3の左右方向の略幅一杯に、水平に設けられた板材であり、バイブレータ6により振動を与え均された舗装材を押圧して敷き均す。
【0016】
更に、モールドプレート7の下面と略同一の高さに、板面が舗装施工面と略平行な面上に延び、拡散オーガ4、ゲート5、バイブレータ6及びモールドプレート7の左右方向の両側方から外方に延びる一対の板状の拡幅プレート10が、夫々ボルト等により敷き均し装置3に着脱自在に設けられている。
このような構成の成形機を使用して舗装構造物の構築を行うと、成形機を作動させながら、クローラ走行体1により舗装施工面上を成形機が移動することによって、舗装材は、拡散オーガ4により、左右方向に敷き拡げられ、ゲート5を通過した舗装材はバイブレータ6、モールドプレート7により敷き均され、コレクションビーム8及びスーパースムーサ9により、横方向及び縦方向の表面の仕上げが行われる。これにより、施工幅W1に合わせてあらかじめ地面に設置しておいた一対の枠材11の間に舗装材が敷き均され、台車を走行させることにより、施工幅W1の連続した舗装構造物が構築される。
【0017】
ここで、舗装材の成形の途中で施工幅W1を大きくする必要がある場合は、拡幅プレート10を成形機の両側部に取り付けて、同様に舗装材の成形を行う(図2を参照)。
敷き均し装置の幅である機械基本幅W0は変わらないので、大きくなった施工幅W1の間隔に合わせてあらかじめ設置した枠材11と敷き均し装置3との間に隙間ができるが、拡幅プレート10により隙間の上面が覆われるので、舗装材の敷き均しを行っている際に、この隙間から舗装材が上方に溢れることはない。更に、拡幅プレート10を下方へ移動させるシリンダ12が設けられており、これを下方へ移動させることにより、モールドプレート7より外方にある舗装材も押圧される。このようにして、枠材11の間に、大きくなった施工幅W1の舗装構造物が構築される。
【0018】
なお、この拡幅プレート10は、ボルト等により容易に着脱可能であるので、舗装材の成形の途中で、施工幅W1を切り替える必要がある場合に、短時間でその準備が行える。
また、数種類の幅の拡幅プレート10をあらかじめ用意しておけば、施工幅W1に応じて拡幅プレート10を選択し、敷き均し装置3に取り付けることにより、施工幅W1の切り替えが複数回必要な場合でも対応可能となる。
【0019】
次に、本発明に係る舗装材の敷き均し装置の第2実施例について説明する。
本実施例の敷き均し装置を有する成形機は、第1実施例の成形機の構成と同様であるが、図3及び図4に示すように、拡幅プレート10の替わりに第1仕切り板13及び第2仕切り板14を有して構成されている。
第1仕切り板13は、図5に示すように、拡散オーガ4の舗装施工方向前方であって拡散オーガ4と略平行方向に板面が延びる前面部材13aと、前記オ−ガを跨ぐようにその略直角方向に板面が延びる側面部材13bと、を含んで構成されている略L字状の部材であり、敷き均し装置3の外壁15及びゲート5にボルト等により着脱自在になっている。
【0020】
一方、第2仕切り板14は、側面部材13bの舗装施工方向後方に位置しつつ、側面部材13bと略同一面に沿って前記モールドプレート7まで板面が延びた部材であり、図6に示すように、シリンダ等の昇降装置16により上下に昇降可能としている。
このような構成の成形機を使用して、舗装構造物の構築を行う際に、第1仕切り板13が取り外され、第2仕切り板14が上方へ移動した状態で成形を行うと、第1実施例と同様に、機械基本幅W0と同一の施工幅W2の舗装構造物が構築される。
【0021】
ここで、舗装材の成形の途中で施工幅W2を小さくする場合は、第1仕切り板13を敷き均し装置3に取り付け、第2仕切り板14を下方に移動させてから、同様に舗装材の成形を行う。
このようにすると、拡散オーガ4により敷き拡げられる舗装材は、第1仕切り板13により、その左右方向外方へは舗装材が敷き拡げられず、更に、第2仕切り板14により、拡散オーガ3より後方のバイブレータ6近傍でも、第2仕切り板14より外方へは舗装材が溢れないので、敷き均し装置3の幅W0より小さい幅である施工幅W2の舗装構造物が構築される。
【0022】
なお、この第1仕切り板13は、ボルト等により容易に着脱可能であり、又、第2仕切り板14はシリンダ等の昇降装置16により上下動可能であるので、舗装材の成形の途中で、施工幅W2を切り替える場合に、短時間でその準備が行える。
なお、これらの第1仕切り板13は、1箇所のみではなく、任意の個所に取り付け可能とし、第2仕切り板14も第1仕切り板13の位置に合わせ、幅方向に移動可能とすれば、施工幅を数種類に切り替える必要がある場合でも対応可能となる。
【0023】
また、以上詳述した第1実施例の拡幅プレート10と、第2実施例の第1仕切り板13及び第2仕切り板14を両方備えられるような構造としてもよい。これにより、舗装材の成形の途中で、施工幅を大きくする場合、或いは小さくする場合のいずれにも対応可能となる。
また、第1実施例の拡幅プレート10と、第2実施例の第1仕切り板13及び第2仕切り板14を敷き均し装置3の左右方向の片側のみでなく、両側に設けても良い。これにより、より大きく或いはより小さく施工幅を変更できる。
【0024】
【発明の効果】
以上説明したように、請求項1記載の発明によれば、スリップフォーム工法に使用する敷き均し装置の対応可能な施工幅を、容易に、通常に対し大きく変更でき、その切り替えも短時間で可能となるので、施工幅を途中で大きく切り替える場合でも、効率的な舗装構造物の構築が可能となる。
【0025】
請求項2及び3記載の発明によれば、スリップフォーム工法に使用する敷き均し装置の対応可能な施工幅を、通常に対し小さく変更できるので、施工幅を途中で小さく切り替える場合でも対応可能となる。
請求項4及び5記載の発明によれば、スリップフォーム工法に使用する敷き均し装置の対応可能な施工幅を変更する際に、短時間で切り替え可能となるので、施工幅を途中で小さく切り替える場合でも、効率的な舗装構造物の構築が可能となる。
【図面の簡単な説明】
【図1】 本発明の第1実施例における敷き均し装置を有する成形機の構造を示す平面図。
【図2】 本発明の第1実施例における敷き均し装置を有する成形機の構造を示す正面図
【図3】 本発明の第2実施例における敷き均し装置を有する成形機の構造を示す平面図
【図4】 本発明の第2実施例における敷き均し装置を有する成形機の構造を示す正面図
【図5】 第1仕切り板の取り付け部の詳細を示す構造図で、(A)は平面図、(B)は正面図
【図6】 第2仕切り板の取り付け部の詳細を示す構造図で、(A)は左側面図、(B)は正面図
【符号の説明】
3 敷き均し装置
4 拡散オーガ
6 バイブレータ
7 モールドプレート
10 拡幅プレート
13 第1仕切り板
13a 前面部材
13b 側面部材
14 第2仕切り板
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a leveling device for leveling a paving material such as concrete.
[0002]
[Prior art]
Conventionally, in order to construct a continuous pavement structure having the same cross section, such as a runway or a road, a slip form method for forming a pavement material such as concrete into a predetermined shape is known.
In this slip form method, the pavement material supplied from a transport vehicle such as a dump truck is spread on the construction surface by a construction machine such as a backhoe, and the pavement material is spread using a molding machine (slip form paver). It is molded into a predetermined cross-sectional shape.
[0003]
The molding machine used in this slip form method is a self-propelled carriage having crawler traveling bodies in the front, rear, left and right, and a spread leveling device provided on the carriage and laying a pavement material in a predetermined cross-sectional shape, It is comprised.
The spread leveling device consists of a diffusion auger that spreads the pavement material in the left-right direction, approximately perpendicular to the pavement construction direction, a gate that adjusts the supply of the pavement material sent to the rear, a vibrator that vibrates the pavement material, and a pavement. And a mold plate for pressing the material. Further, the molding machine is provided with a collection beam for performing horizontal finishing of the pressed pavement material and a super smoother for performing vertical finishing.
[0004]
Then, the pavement is continuously spread and leveled by building the pavement structure by running the cart while operating the leveling device.
[0005]
[Problems to be solved by the invention]
By the way, when a pavement structure is constructed using such a molding machine, the cross-sectional width of the pavement structure that can be constructed is the width of a spread leveling device (machine basic width) that is substantially the same as the width of the diffusion auger or mold plate. ).
Then, if the required cross-sectional width (construction width) of the pavement structure is the same, it is possible to form the paving material continuously, but if the construction width changes during the molding, A molding machine cannot be used, and each time a molding machine suitable for the construction width must be prepared and installed on the pavement construction surface. The installation of this molding machine takes a lot of man-hours, and there is a problem in that the working efficiency is greatly reduced.
[0006]
Therefore, in view of the conventional problems as described above, the present invention provides a molding machine in a slip form method that can easily cope with a plurality of construction widths, and in particular, a paving material leveling device used therefor. With the goal.
[0007]
[Means for Solving the Problems]
Therefore, the invention according to claim 1 applies vibration to the auger that spreads the pavement material supplied to the pavement construction surface in the left-right direction substantially orthogonal to the pavement construction direction, and the pavement material spread by the auger. In a paving material leveling device comprising a vibrator and a mold plate that presses the paving material that is vibrated by the vibrator, from both ends of the auger, vibrator and mold plate in the left-right direction, The plate surface is substantially parallel to the pavement construction surface at the same height as the lower surface of the mold plate so as to cover the upper part of the pavement construction surface up to a pair of frame members installed in advance on the ground according to the construction width. A plate-like widening member extending on the surface is detachably provided.
[0008]
According to such a configuration, by attaching the widening member to the spread leveling device, the upper part of the pavement construction surface is covered from the machine basic width to the frame material . As a result, the paving material spread outward from the machine basic width by the auger is leveled by the vibrator and mold plate without overflowing upwards, so that not only the machine basic width but also the construction width larger than the machine basic width It becomes possible to construct a pavement structure.
[0009]
And, by simply attaching and detaching the widening member to the leveling device, the construction width can correspond to both the machine basic width and the width larger than the machine basic width, so the switching work can be easily done in a short time. Become.
The invention according to claim 2 is an auger that spreads the pavement material supplied to the pavement construction surface in the left-right direction substantially orthogonal to the pavement construction direction, a vibrator that vibrates the pavement material spread by the auger, A mold plate that presses the pavement material that is vibrated by the vibrator, and a substantially L-shaped first partition member that suppresses the pavement material from being spread to the axial end of the auger. And
The first partition member includes a front member extending in a direction substantially parallel to the auger in front of the auger in a pavement construction direction, and a side surface extending in a substantially perpendicular direction so as to straddle the auger. And a member.
[0010]
According to this configuration, by attaching the first partition member to the leveling device, the paving material is not spread outward from the side member of the first partition member during the auger operation. As a result, the paving material is spread and leveled to a width smaller than the machine basic width, so that it is possible to construct a pavement structure having a construction width smaller than the machine basic width as well as the machine basic width.
[0011]
The invention according to claim 3 further includes a plate surface extending to the mold plate along substantially the same plane as the side member while being positioned rearward in the pavement construction direction of the side member, and a lateral pavement in the vicinity of the vibrator. A second partition member that suppresses spreading of the material is provided.
According to such a configuration, by providing the second partition member in the leveling device, the pavement material does not spread outward from the side surface portion of the first partition member even behind the first partition member, and the machine basics It is possible to more reliably construct a pavement structure having a construction width smaller than the width.
[0012]
The invention according to claim 4 is characterized in that at least one of the first partition member and the second partition member is detachably provided.
According to such a configuration, the construction width can correspond to both the machine basic width and the width smaller than the machine basic width by simply detaching and attaching the first partition member and the second partition member to the leveling device. The switching operation can be easily performed in a short time.
[0013]
The invention according to claim 5 is characterized in that the second partition member is provided so as to be movable in a substantially vertical direction.
According to such a configuration, only by moving the second partition member in the vertical direction, it is possible to cope with both the case where the construction width is the same as the machine basic width and the case where the construction width is smaller than the machine basic width. It becomes possible easily in a short time.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
First, a first embodiment of a paving material leveling apparatus according to the present invention will be described.
As shown in FIGS. 1 and 2, the molding machine having the spread leveling apparatus of the present embodiment is provided on a self-propelled carriage 2 having crawler traveling bodies 1 on the front, rear, left and right, and the carriage 2, And a leveling device 3 for leveling a paving material on the width.
[0015]
The spread leveling device 3 is provided with a diffusion auger 4, a gate 5, a vibrator 6, and a mold plate 7 in order from the front. Further, the molding machine is provided with a collection beam 8 and a super smoother 9 behind it.
The diffusion auger 4 is provided so as to extend to the full width in the left-right direction substantially orthogonal to the pavement construction direction (traveling direction) of the spread leveling device 3, and rotates to pave the pavement taken in from the front in the left-right direction. Spread out. The gate 5 is a flat plate, and adjusts the supply amount of the paving material sent to the rear. The vibrator 6 vibrates and leveles the pavement material sent to the rear of the gate 5, and the mold plate 7 is a plate material provided horizontally to fill the width of the spread leveling device 3 substantially in the left-right direction. 6) Press the pavement material that was vibrated and leveled, and level it.
[0016]
Furthermore, the plate surface extends on a surface substantially parallel to the pavement construction surface at substantially the same height as the lower surface of the mold plate 7, and from both sides of the diffusion auger 4, the gate 5, the vibrator 6 and the mold plate 7 in the left-right direction. A pair of plate-like widening plates 10 extending outward are detachably provided on the leveling device 3 with bolts or the like.
When a paving structure is constructed using the molding machine having such a configuration, the paving material is diffused by moving the molding machine on the paving construction surface by the crawler traveling body 1 while operating the molding machine. The paving material spread in the left-right direction by the auger 4 and passed through the gate 5 is leveled by the vibrator 6 and the mold plate 7, and the horizontal and vertical surface finishes are obtained by the collection beam 8 and the super smoother 9. Done. As a result, the pavement material is spread between a pair of frame members 11 previously set on the ground according to the construction width W1, and a continuous pavement structure with the construction width W1 is constructed by running the carriage. Is done.
[0017]
Here, when it is necessary to increase the construction width W1 during the formation of the pavement material, the widening plate 10 is attached to both sides of the molding machine, and the pavement material is similarly formed (see FIG. 2).
Since the machine basic width W0 which is the width of the spread leveling device does not change, a gap is formed between the frame material 11 and the spread leveling device 3 installed in advance according to the interval of the increased construction width W1. Since the upper surface of the gap is covered by the plate 10, the pavement material does not overflow upward from this gap when the pavement material is leveled. Further, a cylinder 12 for moving the widening plate 10 downward is provided. By moving the cylinder 12 downward, the pavement material outside the mold plate 7 is also pressed. In this manner, a paved structure having a large construction width W1 is constructed between the frame members 11.
[0018]
In addition, since this widening plate 10 can be attached or detached easily with a volt | bolt etc., when it is necessary to switch the construction width W1 in the middle of shaping | molding of a pavement material, the preparation can be performed in a short time.
Further, if the widening plate 10 having several kinds of widths is prepared in advance, the widening plate 10 is selected according to the construction width W1 and attached to the spreader 3 so that the construction width W1 needs to be switched a plurality of times. Even if it is possible to respond.
[0019]
Next, a second embodiment of the paving material leveling apparatus according to the present invention will be described.
The molding machine having the spread leveling device of the present embodiment is the same as the molding machine of the first embodiment, but the first partition plate 13 is used instead of the widening plate 10 as shown in FIGS. And it has the 2nd partition plate 14, and is comprised.
As shown in FIG. 5, the first partition plate 13 is located in front of the diffusion auger 4 in the pavement construction direction so that the plate surface extends in a direction substantially parallel to the diffusion auger 4, and straddles the auger. A substantially L-shaped member including a side surface member 13b having a plate surface extending in a substantially perpendicular direction, and is detachably attached to the outer wall 15 and the gate 5 of the spread leveling device 3 by bolts or the like. Yes.
[0020]
On the other hand, the second partition plate 14 is a member whose plate surface extends to the mold plate 7 along substantially the same surface as the side member 13b while being positioned behind the side member 13b in the pavement construction direction, as shown in FIG. Thus, it can be moved up and down by a lifting device 16 such as a cylinder.
When forming the pavement structure using the molding machine having such a configuration, when the first partition plate 13 is removed and the second partition plate 14 is moved upward, molding is performed. As in the embodiment, a pavement structure having a construction width W2 identical to the machine basic width W0 is constructed.
[0021]
Here, in the case of reducing the construction width W2 during the formation of the pavement material, the first partition plate 13 is spread and attached to the leveling device 3, the second partition plate 14 is moved downward, and then the pavement material is similarly used. Molding is performed.
In this way, the pavement material spread by the diffusion auger 4 is not spread by the first partition plate 13 outward in the left-right direction, and the diffusion partition auger 3 by the second partition plate 14. Even in the vicinity of the rear vibrator 6, the pavement material does not overflow outward from the second partition plate 14, so that a pavement structure having a construction width W 2 that is smaller than the width W 0 of the spreader 3 is constructed.
[0022]
The first partition plate 13 can be easily attached / detached with a bolt or the like, and the second partition plate 14 can be moved up and down by a lifting / lowering device 16 such as a cylinder. When switching the construction width W2, preparation can be performed in a short time.
In addition, if these 1st partition plates 13 can be attached to not only one place but arbitrary places, and the 2nd partition plate 14 is matched with the position of the 1st partition plate 13, and it can move in the width direction, Even if it is necessary to switch the construction width to several types, it is possible to cope.
[0023]
Moreover, it is good also as a structure which can provide both the widening plate 10 of 1st Example explained in full detail above, and the 1st partition plate 13 and 2nd partition plate 14 of 2nd Example. Thereby, it becomes possible to cope with either a case where the construction width is enlarged or a case where the construction width is reduced during the formation of the paving material.
Further, the widening plate 10 of the first embodiment and the first partition plate 13 and the second partition plate 14 of the second embodiment may be spread and provided not only on one side in the horizontal direction of the leveling device 3 but also on both sides. Thereby, the construction width can be changed larger or smaller.
[0024]
【The invention's effect】
As described above, according to the invention described in claim 1, the applicable construction width of the spread leveling device used in the slip form method can be easily changed greatly from the normal, and the switching can be performed in a short time. Therefore, even when the construction width is largely changed on the way, an efficient pavement structure can be constructed.
[0025]
According to the second and third aspects of the present invention, the applicable construction width of the spread leveling device used in the slip form method can be changed to be smaller than usual, so that it is possible to cope even when the construction width is changed to a small value on the way. Become.
According to invention of Claim 4 and 5, since it becomes possible to switch in a short time when changing the construction width which can be accommodated of the spread leveling apparatus used for the slip form method, the construction width is changed small in the middle. Even in this case, an efficient paving structure can be constructed.
[Brief description of the drawings]
FIG. 1 is a plan view showing a structure of a molding machine having a spread leveling device in a first embodiment of the present invention.
FIG. 2 is a front view showing the structure of a molding machine having a spread leveling apparatus in the first embodiment of the present invention. FIG. 3 shows the structure of a molding machine having a spread leveling apparatus in the second embodiment of the present invention. FIG. 4 is a front view showing a structure of a molding machine having a spread leveling device in a second embodiment of the present invention. FIG. 5 is a structural view showing details of a mounting portion of a first partition plate. Fig. 6 is a plan view, Fig. 6B is a front view. Fig. 6 is a structural diagram showing details of a mounting portion of the second partition plate, Fig. 6A is a left side view, Fig. 6B is a front view
3 Spreading leveling device 4 Diffusion auger 6 Vibrator 7 Mold plate 10 Widening plate 13 First partition plate 13a Front member 13b Side member 14 Second partition plate

Claims (5)

舗装施工面に供給された舗装材を、舗装施工方向に略直交する左右方向に敷き拡げるオーガと、該オーガにより敷き拡げられた舗装材に振動を与えるバイブレータと、該バイブレータにより振動を与えられた舗装材を押圧するモールドプレートと、を含んで構成される舗装材の敷き均し装置において、
前記オーガ、バイブレータ及びモールドプレートの左右方向の両端部から、施工幅に合わせてあらかじめ地面に設置された一対の枠材までの舗装施工面の上方を覆うように、前記モールドプレートの下面と略同一の高さに、板面が舗装施工面と略平行な面上に延びる板状の拡幅部材を着脱自在に設けたことを特徴とする舗装材の敷き均し装置。
An auger that spreads the pavement material supplied to the pavement construction surface in the left-right direction substantially orthogonal to the pavement construction direction, a vibrator that vibrates the pavement material spread by the auger, and vibrations applied by the vibrator In a paving material leveling device comprising a mold plate for pressing the paving material,
It is substantially the same as the lower surface of the mold plate so as to cover the upper side of the pavement construction surface from the left and right ends of the auger, vibrator and mold plate to a pair of frame members previously set on the ground according to the construction width. A pavement leveling device characterized in that a plate-like widening member is provided detachably at a height which extends on a plane substantially parallel to the pavement construction surface.
舗装施工面に供給された舗装材を、舗装施工方向に略直交する左右方向に敷き拡げるオーガと、該オーガにより敷き拡げられた舗装材に振動を与えるバイブレータと、該バイブレータにより振動を与えられた舗装材を押圧するモールドプレートと、前記舗装材がオーガの軸方向端部まで敷き拡げられることを抑制する略L字状の第1仕切り部材と、を含んで構成され、
前記第1仕切り部材は、前記オーガの舗装施工方向前方であって該オーガと略平行方向に板面が延びる前面部材と、前記オ−ガを跨ぐようにその略直角方向に板面が延びる側面部材と、を含んで構成されることを特徴とする舗装材の敷き均し装置。
An auger that spreads the pavement material supplied to the pavement construction surface in the left-right direction substantially orthogonal to the pavement construction direction, a vibrator that vibrates the pavement material spread by the auger, and vibrations applied by the vibrator A mold plate that presses the pavement material, and a substantially L-shaped first partition member that suppresses the pavement material from being spread to the end of the auger in the axial direction.
The first partition member includes a front member extending in a direction substantially parallel to the auger in front of the auger in a pavement construction direction, and a side surface extending in a substantially perpendicular direction so as to straddle the auger. And a paving material leveling device.
前記側面部材の舗装施工方向後方に位置しつつ、該側面部材と略同一面に沿って前記モールドプレートまで板面が延び、前記バイブレータ近傍における左右方向の舗装材の敷き拡げを抑制する第2仕切り部材を設けたことを特徴とする請求項2に記載の舗装材の敷き均し装置。A second partition that is positioned behind the side member in the pavement construction direction and has a plate surface extending to the mold plate along substantially the same surface as the side member to suppress spreading of the left and right pavement material in the vicinity of the vibrator. The pavement material leveling apparatus according to claim 2, further comprising a member. 前記第1仕切り部材及び第2仕切り部材の少なくとも一方が、着脱自在に設けられたことを特徴とする請求項2又は請求項3に記載の舗装材の敷き均し装置。The paving material leveling apparatus according to claim 2 or 3, wherein at least one of the first partition member and the second partition member is detachably provided. 前記第2仕切り部材が、略上下方向に移動可能に設けられたことを特徴とする請求項3に記載の舗装材の敷き均し装置。The paving material leveling apparatus according to claim 3, wherein the second partition member is provided so as to be movable in a substantially vertical direction.
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