JPS6128045B2 - - Google Patents

Info

Publication number
JPS6128045B2
JPS6128045B2 JP15967881A JP15967881A JPS6128045B2 JP S6128045 B2 JPS6128045 B2 JP S6128045B2 JP 15967881 A JP15967881 A JP 15967881A JP 15967881 A JP15967881 A JP 15967881A JP S6128045 B2 JPS6128045 B2 JP S6128045B2
Authority
JP
Japan
Prior art keywords
paving
belt conveyor
girder
conveyor device
planned
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
JP15967881A
Other languages
Japanese (ja)
Other versions
JPS5862202A (en
Inventor
Hideo Takatani
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.)
TAISEI DORO KK
Original Assignee
TAISEI DORO KK
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 TAISEI DORO KK filed Critical TAISEI DORO KK
Priority to JP15967881A priority Critical patent/JPS5862202A/en
Publication of JPS5862202A publication Critical patent/JPS5862202A/en
Publication of JPS6128045B2 publication Critical patent/JPS6128045B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明はアスフアルト又はコンクリート等の舗
装体の舗設装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a paving device for paving materials such as asphalt or concrete.

テニスコート、車輌の競技場、堰提その他の特
殊舗装分野においてのみならず、一般道路にあつ
ても舗設面の平坦性が強く要請される場合があ
る。このような場合に在来の道路舗装用機器をそ
のまま用いるか、又は型枠を並べてその面を基準
としてコテの様な機械で仕上げるか若しくは手均
らしによる以外に方法がないのが現状である。し
かし乍ら、第1の方法によると機器の重量が重い
ため舗設面の強い支持力を必要とし、かつ不必要
に強い舗設面を形成すること並びに狭溢な場所に
おいては実施困難なことなどの欠点がある。ま
た、第2の方法によると、型枠設置に手間が掛か
ること及び型枠の設置の仕方により平坦性が左右
され必らずしも良好でなく、更に第3の方法も労
務費が高く、時間的にも長時間を必要とする。
Flatness of the paved surface is sometimes strongly required not only for tennis courts, vehicular stadiums, dams, and other special pavement fields, but also for general roads. In such cases, there is currently no other way than to use conventional road paving equipment as is, or to line up formwork and finish using a machine such as a trowel using the surface as a reference, or by hand leveling. . However, according to the first method, since the weight of the equipment is heavy, it requires a strong supporting force of the paved surface, and it is difficult to form an unnecessarily strong paved surface and is difficult to implement in a cramped space. There are drawbacks. In addition, according to the second method, it takes time to install the formwork, and the flatness is affected by the way the formwork is installed and is not necessarily good.Furthermore, the third method also has high labor costs. It also requires a long time.

本発明はかかる現状に鑑み、特に平坦性の強い
要請がある舗装体の舗設装置を提供するもので、
計画舗設面上をX軸方向へ舗設装置を移動させつ
つ舗設材を舗装装置の前方に落下させ、該舗設材
の後を追随する舗装装置によつて圧密すると共
に、X軸と直交するY軸方向へ舗装装置を舗設装
置に吊設したまま移動させ、かつその移動分だけ
舗設材の落下位置も移動させるようにしておい
て、前記のようにX軸方向へ再び舗設装置を移動
させつつ舗設材を落下させて舗装装置で圧密して
舗設体を帯状に順次並設していく舗設装置であ
る。
In view of the current situation, the present invention provides a paving device for paving bodies in which flatness is particularly required.
While moving the paving device in the X-axis direction on the planned paving surface, the paving material is dropped in front of the paving device, and the paving material is compacted by the following paving device, and the Y-axis is perpendicular to the X-axis. The paving device is moved in the X-axis direction while the paving device is suspended from the paving device, and the falling position of the paving material is also moved by the amount of movement, and the paving device is moved again in the X-axis direction as described above. This is a paving device that drops lumber and compacts it with a paving device, and sequentially lays paving bodies in a strip.

以下説明の都合上、本発明装置の一実施例につ
いて図面を参照して説明する。
For convenience of explanation, one embodiment of the apparatus of the present invention will be described below with reference to the drawings.

第1図から第3図を参照し、計画舗装面E上に
おける長手方向(X軸方向)の両端部に、一対の
レール1,1を敷設し、該レール1,1上を走行
するシフト用の車輪2,2を有する車台3,3を
装架し、この車台3,3上にガーダー4を架け渡
して固定し、またこのガーダー4にはその長手方
向に移動自在な舗装装置5を懸架してある。ガー
ダー4は角形枠体からなり、その上段には固定ベ
ルトコンベア装置6、下段にはガーダー4の長手
方向に移動自在な可動ベルトコンベア装置7を備
え、これらの装置は適宜のパワーユニツト8と結
ぶモータ等(図示略)にて駆動される。可動ベル
トコンベア装置7の移動は適宜の手段、例えばチ
エーン又はシリンダによつてなし、実施例におい
ては、第8図に示すように、例えばガーダー4の
下段に一定の間隔をおいてコロ10を配すると共
に、可動ベルトコンベア装置7にフレーム11を
設け、該フレーム11がそのコロ10上を滑り得
るようになし、該フレーム11のチエーン11′
を無端状に連結し、該チエーン11′をガーダー
4の両端近傍に固設したスプロケツト12,12
に捲回し、スプロケツト12,12をモータ等
(図示略)にて正逆回転の操作が自在に設ける。
この場合に、前記ローラ10間は必らず間隙を構
成するようになし、その間隙から舗設材が下方に
落下しうるようになすことを要する。また前記フ
レーム11の左右移動は、ガーダー4下段に支持
されるレールとコロ又は摺動突起と摺動溝との構
成によつてもよいのであり、移動手段は種々考え
られる。一方、車台3,3には駆動装置13,1
3がそれぞれ具備され、車台3,3の自動走行が
できる。そして固定ベルトコンベア装置6のレー
ル1側の端部には、舗設材を装入すべきホツパ9
を設けると共に、他端付近のガーダー4上には投
入穴14を設けることにより、ホツパ9に受容し
た舗設材が固定ベルトコンベア装置6により搬送
されて他端に移つた際、投入穴14から下段の可
動ベルトコンベア装置7上に落下する。舗装装置
5はガーダー4の側部レール15,15と係合す
る摺動コロ16,16及び押圧ローラ17を備
え、この押圧ローラ17は上下動可能で高さ調節
自在である。すなわち、第7図に示すようにガー
ダー4の側部で直立する柱体18にスライド枠1
9を係合させて該スライド枠19を上下動自在に
し、このスライド枠19の下端に軸支して水平方
向に延出する軸支杆20を設け、この軸支杆20
の外端に押圧ローラ17の軸21を軸支させ、か
つスライド枠19の上端と軸21の先端とを結ぶ
ターンバツクル22を設けて三角形状に補強し、
該ターンバツクル22にて押圧ローラ17の高さ
の微調整ができる。また柱体18の上端にはベベ
ルギア23が回転自在に設けられ、このベベルギ
ア23にスクリユウ軸24が設けられ、該スクリ
ユウ軸24とスライド枠19とが係合する。ベベ
ルギア23はモータMの出力軸に固定したベベル
ギア25と係合し、したがつてベベルギア25が
回転するとスライド枠19が一定の範囲内で上動
し又は下動する。スライド枠19はベベルギア2
5の下方の一定の範囲、すなわち押圧ローラ17
が計画舗設面と同一高さよりもなお上方に持ち上
げられ、計画舗装面上を転動しえないようにした
ものである。この舗装装置5の下面にはタンパー
スクリード26が押圧ローラ17の進行方向手前
のスライド枠19に吊設されている。タンパース
クリード26はタンパーとスクリードとを一体構
成したものであつて、ベルトコンベア装置7から
落下する舗設材を敷き均らし叩打する。そして、
このタンパースクリード26も押圧ローラ17と
一体となつて上下動自在になるように、つまり、
計画舗装面上での高さ調節ができることが望まし
い。かかる為には前記スライド枠19の下端に支
持枠を設けてタンパースクリードを吊下支持させ
る構造とすればよい。
Referring to FIGS. 1 to 3, a pair of rails 1, 1 are laid at both ends of the planned paved surface E in the longitudinal direction (X-axis direction), and a shift rail running on the rails 1, 1 is installed. A girder 4 is mounted on the chassis 3, 3 having wheels 2, 2, and a girder 4 is fixed over the chassis 3, 3, and a paving device 5 movable in the longitudinal direction is suspended on the girder 4. It has been done. The girder 4 consists of a rectangular frame body, and is equipped with a fixed belt conveyor device 6 on the upper stage and a movable belt conveyor device 7 that can freely move in the longitudinal direction of the girder 4 on the lower stage, and these devices are connected to an appropriate power unit 8. It is driven by a motor or the like (not shown). The movable belt conveyor device 7 is moved by an appropriate means, such as a chain or a cylinder, and in the embodiment, as shown in FIG. At the same time, the movable belt conveyor device 7 is provided with a frame 11 so that the frame 11 can slide on its rollers 10, and the chain 11' of the frame 11 is
Sprockets 12, 12 are connected endlessly, and the chain 11' is fixed near both ends of the girder 4.
The sprockets 12, 12 are provided so that they can be freely rotated in forward and reverse directions using a motor or the like (not shown).
In this case, it is necessary to form a gap between the rollers 10 so that the paving material can fall downward through the gap. Further, the horizontal movement of the frame 11 may be achieved by a configuration of rails and rollers supported by the lower stage of the girder 4, or a sliding protrusion and a sliding groove, and various moving means can be considered. On the other hand, drive devices 13, 1 are mounted on the chassis 3, 3.
3, respectively, and the chassis 3, 3 can run automatically. At the end of the fixed belt conveyor device 6 on the rail 1 side, there is a hopper 9 into which paving material is to be charged.
In addition, by providing an input hole 14 on the girder 4 near the other end, when the paving material received in the hopper 9 is conveyed by the fixed belt conveyor device 6 and transferred to the other end, it is transferred from the input hole 14 to the lower stage. onto the movable belt conveyor device 7. The paving device 5 includes sliding rollers 16, 16 that engage with the side rails 15, 15 of the girder 4, and a pressure roller 17, and the pressure roller 17 is vertically movable and height adjustable. That is, as shown in FIG.
9 is engaged to make the slide frame 19 vertically movable. A pivot rod 20 is provided at the lower end of the slide frame 19 and extends horizontally.
The shaft 21 of the pressing roller 17 is pivotally supported at the outer end of the slide frame 19, and a turnbuckle 22 is provided to connect the upper end of the slide frame 19 and the tip of the shaft 21 to strengthen the triangular shape.
The turnbuckle 22 allows fine adjustment of the height of the pressing roller 17. Further, a bevel gear 23 is rotatably provided at the upper end of the column 18, a screw shaft 24 is provided on the bevel gear 23, and the screw shaft 24 and the slide frame 19 engage with each other. The bevel gear 23 engages with a bevel gear 25 fixed to the output shaft of the motor M. Therefore, when the bevel gear 25 rotates, the slide frame 19 moves up or down within a certain range. Slide frame 19 is bevel gear 2
5, that is, the pressure roller 17
is raised above the same height as the planned paved surface to prevent it from rolling on the planned paved surface. On the lower surface of this paving device 5, a tamper screed 26 is suspended from a slide frame 19 in front of the pressing roller 17 in the advancing direction. The tamper screed 26 is an integrated structure of a tamper and a screed, and spreads and beats the paving material falling from the belt conveyor device 7. and,
This tamper screed 26 is also integrated with the pressing roller 17 so that it can freely move up and down.
It is desirable that the height can be adjusted above the planned pavement surface. In order to do this, a support frame may be provided at the lower end of the slide frame 19 to suspend and support the tamper screed.

なお、27はデツキを示し、舗設作業時に作業
員が添乗して舗装装置5等の点検をし、かつ作業
の進行状況を監視することができる。更に、押圧
ローラ17は舗装装置5の一側にのみ設けたが、
設計上の都合によつては両側に設けてもよいので
あり、その場合タンパースクリード26も併設す
ることが望ましく、要すれば左右対称の構成とす
ればよい。
Note that 27 indicates a deck, on which a worker can accompany the deck during paving work, inspect the paving device 5, etc., and monitor the progress of the work. Furthermore, although the pressure roller 17 was provided only on one side of the paving device 5,
Depending on the design convenience, it may be provided on both sides, and in that case, it is desirable to also provide the tamper screed 26, and if necessary, the structure may be symmetrical.

次に本実施例装置による舗装施工につき説明す
ると、第8図から第11図を参照し、まず第1図
に示す如く計画舗装面Eの右端からレール1と平
行な帯状に順次舗装するものであるが、この場
合、まず可動ベルトコンベア装置7を固定ベルト
コンベア装置6の下方に進入させるとともに(第
8図)、左端が少なくとも投入穴14の真下に位
置して繰り出される舗設材を受けるようにし、か
つ舗装装置5を可動ベルトコンベア装置7の右端
側にそれぞれ移動して配置する。つぎに固定ベル
トコンベア装置6を左回転させる一方、可動ベル
トコンベア装置7を右回転させる。そこでホツパ
9にアスフアルト合材などの舗設材を投入する
と、ホツパ9から所定量づつベルトコンベア6′
上に繰出され、その左端から可動ベルトコンベア
装置7のベルトコンベア7′上に落ち、舗装装置
5側へと搬送される。舗装装置5に搬送された舗
設材はベルトコンベア7′の一端、舗設材送り出
し端から下方における計画舗装面E上に落下す
る。つぎに、車台3,3の駆動装置13,13を
操作して、ガーダー4をレール1,1に沿つて平
行に走行移動させる。ガーダー4が移動すると、
これに吊設されている舗装装置5も一体となつて
移動する。したがつて、計画舗装面E上に落下し
た舗設材をタンパースクリード26が敷き均ら
し、かつ叩打すると共に、押圧ローラ17が圧密
して舗設材を締め固める。この場合に、押圧ロー
ラ17は舗装装置5に架され計画舗装面E上の一
定の高さで固定され、ガーダー4にて吊架されて
反力を受けるように構成してあるから、前記敷き
均らし叩打した舗設材を一様の平面として仕上げ
ることができる。かくして車台3,3を適宜の速
度で進行させるとともに、ホツパ9から所定量の
舗設材を恒常的に繰出すことにより、レール1,
1に沿つて平行な、かつ押圧ローラ17の幅員と
等しい帯状の舗装面Cが形成される。かくして、
計画舗装面Eの右端から左端へとレール1,1と
平行な帯状の舗設面Cを、それぞれの側端縁を重
合させつつ順次舗設して行けばよいのである。す
なわちレール1,1と平行な帯状の舗設面Cの第
1列が終るとガーダー4を元の位置に戻して舗設
材を新たに供給すると共に、舗装装置5を押圧ロ
ーラ17の幅員距離分ガーダー4に沿つて横方向
へ移動させ、第2列の舗設を前記第1列の舗設と
同様にして行う。このようにして順次舗設され、
第9図に示すように、計画舗装面Eの略中央部に
至ると、可動ベルトコンベア装置7は固定ベルト
コンベア装置6から最大限にて左方へ引出される
ので、舗設材の搬送ができなくなるため、第10
図に示すように、可動ベルトコンベア装置7を右
側へ引込ませて第6図の配置と略同様とし、その
回転方向を左回りに逆転させ、その繰出端下方に
舗装装置5を配置する。したがつてその後は前記
同様に一列毎に、順次舗装装置5並びに可動ベル
トコンベア装置7を左方へ移動しつつ舗設する
(第11図)。かくして、計画舗装面Eの右端から
左端へかけレール1,1と平行に沿う帯状の舗設
面Cが側端縁を重合され乍ら舗装されるものであ
る。
Next, to explain the pavement construction using the apparatus of this embodiment, referring to FIGS. 8 to 11, first, as shown in FIG. However, in this case, the movable belt conveyor device 7 is first advanced below the fixed belt conveyor device 6 (Fig. 8), and the left end is positioned at least directly below the input hole 14 to receive the paving material being fed out. , and the paving device 5 is moved and placed on the right end side of the movable belt conveyor device 7, respectively. Next, the fixed belt conveyor device 6 is rotated to the left, while the movable belt conveyor device 7 is rotated to the right. Therefore, when paving material such as asphalt mixture is put into the hopper 9, a predetermined amount is transferred from the hopper 9 to the belt conveyor 6'.
It is fed upward, falls onto the belt conveyor 7' of the movable belt conveyor device 7 from its left end, and is conveyed to the paving device 5 side. The paving material conveyed to the paving device 5 falls onto the planned paved surface E below from one end of the belt conveyor 7', the paving material delivery end. Next, the drive devices 13, 13 of the chassis 3, 3 are operated to move the girder 4 in parallel along the rails 1, 1. When girder 4 moves,
The paving device 5 suspended from this also moves together. Therefore, the tamper screed 26 spreads and hammers the paving material that has fallen onto the planned paved surface E, and the pressing roller 17 compacts the paving material. In this case, the pressure roller 17 is suspended on the paving device 5 and fixed at a constant height above the planned paved surface E, and is suspended on the girder 4 so as to receive a reaction force. Paving material that has been leveled and hammered can be finished as a uniform plane. In this way, by moving the chassis 3, 3 at an appropriate speed and constantly feeding out a predetermined amount of paving material from the hopper 9, the rails 1,
A strip-shaped pavement surface C is formed parallel to the roller 1 and having a width equal to the width of the pressure roller 17. Thus,
A belt-shaped paving surface C parallel to the rails 1, 1 may be sequentially paved from the right end to the left end of the planned paved surface E, overlapping the respective side edges. That is, when the first row of strip-shaped paving surface C parallel to the rails 1, 1 is completed, the girder 4 is returned to its original position to supply new paving material, and the paving device 5 is moved to the girder by the width distance of the pressing roller 17. 4 in the lateral direction, and the second row is paved in the same manner as the first row. In this way, they were laid one after another,
As shown in FIG. 9, when reaching approximately the center of the planned paved surface E, the movable belt conveyor device 7 is pulled out to the left from the fixed belt conveyor device 6 to the maximum extent, so that the paving material cannot be conveyed. The 10th
As shown in the figure, the movable belt conveyor device 7 is retracted to the right side so that the arrangement is substantially the same as that shown in FIG. 6, the direction of rotation is reversed counterclockwise, and the paving device 5 is arranged below its delivery end. Thereafter, the paving device 5 and the movable belt conveyor device 7 are sequentially moved to the left to pave each row as described above (FIG. 11). In this way, a belt-shaped paved surface C running parallel to the rails 1, 1 from the right end to the left end of the planned paved surface E is paved with the side edges overlapped.

前記記載より判る如く、本発明方法は、計画舗
装面上の一定の高さでX軸方向へ舗装装置を移動
しつつ一定量の舗設材を供給し、かつ該計画舗装
面上に均一に敷き均らし、その直後を押圧ローラ
にて圧密することにより帯状の舗設面を形成した
後、前記舗装装置をY軸方向へ移動させて該舗設
面を順次形成することにある。しかも、前記計画
舗装面上の一定の高さはレール1,1上を走行す
る車台3,3上に懸架支持させたガーダー4を基
準として舗装装置5における押圧ローラ17の高
さを一定に保つので、舗設面Cが一様の平坦面に
仕上がる。
As can be seen from the above description, the method of the present invention supplies a certain amount of paving material while moving the paving device in the X-axis direction at a certain height above the planned paved surface, and spreads it uniformly on the planned paved surface. The method is to form a strip-shaped paving surface by leveling and compacting immediately after that with a pressure roller, and then move the paving device in the Y-axis direction to sequentially form the paving surface. In addition, the constant height on the planned paved surface keeps the height of the pressing roller 17 in the paving device 5 constant with reference to the girder 4 suspended and supported on the chassis 3, 3 running on the rails 1, 1. Therefore, the paved surface C is finished as a uniform flat surface.

以上記載した本発明によれば、計画舗装面のX
軸方向並びにY軸方向へ任意に走行させつつ一定
量を保持しながら舗設材を落下敷設し、この舗設
材を直ちに押圧ローラで圧密しながら帯状の舗設
面を連続的に形成しうると共に、その舗設面が一
様の平坦面に仕上げられる。しかも、本発明によ
れば計画舗装面の地盤の締め固めをして平坦な基
礎を造成してあると否とに拘わらず、極端には地
盤に凹凸があつても一様で平坦な舗設面を形成で
きるから、テニスコート等の舗装、競技場のトラ
ツクの舗装、その他車輌等の競技場等の舗装に極
めて有効である。また、在来の重機械等を用いな
いからその操作員等の労務担当員が少なくて済
み、労務費の節約ができる。更に本発明において
X軸とY軸は直線に限らず曲線であつてもよいか
ら、直線部の舗設に限定されることもなく、コー
ナー部などの曲線部の舗設も可能であり、したが
つて直線部と曲線部の両方を一連として舗設でき
る効果がある。
According to the present invention described above, X of the planned pavement surface
The paving material is dropped and laid down while holding a constant amount while moving arbitrarily in the axial direction and the Y-axis direction, and the paving material is immediately compacted with a pressure roller to continuously form a band-shaped paving surface. The paving surface is finished to be a uniform flat surface. Moreover, according to the present invention, regardless of whether or not the ground of the planned paved surface has been compacted to create a flat foundation, even if the ground is extremely uneven, a uniform and flat paved surface can be created. It is extremely effective for paving tennis courts, tracks for stadiums, and stadiums for other vehicles. In addition, since conventional heavy machinery is not used, fewer labor personnel such as operators are required, resulting in savings in labor costs. Furthermore, in the present invention, the X-axis and the Y-axis are not limited to straight lines but may also be curved lines, so the paving is not limited to straight sections, and it is also possible to pave curved sections such as corner sections. This has the effect of being able to pave both straight and curved sections as a series.

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

第1図は本発明に係る実施例の舗設装置を示す
斜視全体概略図、第2図は平面図、第3図は正面
図、第4図は舗装装置を示す平面図、第5図は押
圧ローラ側の正面図、第6図はガーダーと共に示
す側面図、第7図は舗装装置、ガーダーとの係合
関係を示す縦断面図、第8図から第11図は固定
ベルトコンベア装置と可動ベルトコンベア装置の
作用を示す説明図である。 1……レール、2……走行車輪、3……車台、
4……ガーダー、5……舗装装置、6……固定ベ
ルトコンベア装置、7……可動ベルトコンベア装
置、8……パワーユニツト、9……ホツパ、10
……コロ、11……フレーム、12……スプロケ
ツト、13……駆動装置、14……投入穴、15
……側部レール、16……コロ、17……押圧ロ
ーラ、18……柱体、19……スライド枠、20
……軸支枠、21……軸、22……ターンバツク
ル、23,25……ベベルギア、26……タンパ
ースクリード、27……デツキ。
Fig. 1 is a perspective overall schematic diagram showing a paving device according to an embodiment of the present invention, Fig. 2 is a plan view, Fig. 3 is a front view, Fig. 4 is a plan view showing the paving device, and Fig. 5 is a pressing A front view of the roller side, Fig. 6 is a side view shown together with the girder, Fig. 7 is a longitudinal sectional view showing the engagement relationship with the paving device and the girder, and Figs. 8 to 11 are the fixed belt conveyor device and the movable belt. It is an explanatory view showing an operation of a conveyor device. 1...Rail, 2...Traveling wheels, 3...Car chassis,
4... Girder, 5... Paving device, 6... Fixed belt conveyor device, 7... Movable belt conveyor device, 8... Power unit, 9... Hopper, 10
... Roller, 11 ... Frame, 12 ... Sprocket, 13 ... Drive device, 14 ... Input hole, 15
... Side rail, 16 ... Roller, 17 ... Pressing roller, 18 ... Column, 19 ... Slide frame, 20
... shaft support frame, 21 ... shaft, 22 ... turnbuckle, 23, 25 ... bevel gear, 26 ... tamper screed, 27 ... deck.

Claims (1)

【特許請求の範囲】 1 計画舗装面上に敷設した一対のレール上を走
行自在な車台に装架されたガーダーと、ガーダー
の上段の固定位置において駆動自在に装架された
固定ベルトコンベア装置と、該ベルトコンベア装
置のガーダー下段においてベルトコンベアの長手
方向に移動自在に設けた移動ベルトコンベア装置
と、固定ベルトコンベア装置から搬送され移動ベ
ルトコンベア装置が繰出す舗設材を受け入れて所
定厚幅にて前記計画舗装面上に敷設する舗装装置
と、該舗装装置は、前記ガーダーの長手方向に移
動自在に吊架され、かつ該ガーダーにて反力を受
ける押圧ローラを有することを特徴とする舗装体
の舗設装置。 2 前記舗装装置は、ガーダーに対して横摺動可
能な柱体にスライド枠を上下動調節自在に付設
し、該スライド枠下部に舗設面を叩打し、敷き均
すスクリード及びタンパーを一体に組着すると共
に、軸支杆を介して押圧ローラを軸着して成るこ
とを特徴とする特許請求の範囲第1項に記載する
舗装体の舗設装置。
[Claims] 1. A girder mounted on a chassis that can run freely on a pair of rails laid on a planned paved surface, and a fixed belt conveyor device mounted so as to be freely drivable at a fixed position on the upper stage of the girder. , a movable belt conveyor device provided at the lower stage of the girder of the belt conveyor device so as to be movable in the longitudinal direction of the belt conveyor, and a movable belt conveyor device that receives the paving material conveyed from the fixed belt conveyor device and fed out by the movable belt conveyor device to a predetermined thickness and width. A paving device to be laid on the planned paved surface, and a paving device having a pressing roller movably suspended in the longitudinal direction of the girder and receiving a reaction force on the girder. paving equipment. 2. The above-mentioned paving device has a slide frame attached to a column that can slide horizontally with respect to a girder so that vertical movement can be adjusted freely, and a screed and tamper for pounding and leveling the paving surface are integrally assembled at the bottom of the slide frame. 2. A paving device for a paving body according to claim 1, characterized in that a pressing roller is pivotably attached to the pavement via a pivot rod.
JP15967881A 1981-10-07 1981-10-07 Method and apparatus for paving pavement body Granted JPS5862202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15967881A JPS5862202A (en) 1981-10-07 1981-10-07 Method and apparatus for paving pavement body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15967881A JPS5862202A (en) 1981-10-07 1981-10-07 Method and apparatus for paving pavement body

Publications (2)

Publication Number Publication Date
JPS5862202A JPS5862202A (en) 1983-04-13
JPS6128045B2 true JPS6128045B2 (en) 1986-06-28

Family

ID=15698933

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15967881A Granted JPS5862202A (en) 1981-10-07 1981-10-07 Method and apparatus for paving pavement body

Country Status (1)

Country Link
JP (1) JPS5862202A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3949258B2 (en) * 1998-03-10 2007-07-25 株式会社Nippoコーポレーション Pavement material leveling equipment
JP4900698B2 (en) * 2007-01-25 2012-03-21 首都高速道路株式会社 Concrete material supply equipment used for concrete pavement
JP5552085B2 (en) * 2011-03-29 2014-07-16 大成ロテック株式会社 Pavement material supply device

Also Published As

Publication number Publication date
JPS5862202A (en) 1983-04-13

Similar Documents

Publication Publication Date Title
JPS6332001A (en) Self-propelling machine performing continuous replacement of track
US2779258A (en) Road construction machine
JP3943243B2 (en) Pavement construction equipment for elastic paving materials
CN111172845A (en) Double-layer synchronous continuous-paving continuous-pressing integral forming construction method for water-stable large-thickness double-unit
US3267824A (en) Pavement laying apparatus
JPS6128045B2 (en)
KR100939691B1 (en) Automatic roller paver for paved road
DE2314812A1 (en) PAVERS
US3657977A (en) Apparatus for placing continuous reinforcing in concrete paving
CN114517436B (en) 3D paving construction method for small-radius variable-amplitude bend
CN2507899Y (en) Base couse stable soil spreader
CN113605178B (en) Road engineering asphalt laying system and process
US3260177A (en) Laying reinforced concrete pavement
CN112227157A (en) Automatic spreading device for geotechnical material
CN212714391U (en) A spread thick liquid device for road paving
JP3351656B2 (en) Concrete paving equipment
US3343469A (en) Machine for distributing concrete material
CN217174269U (en) Distributing device for concrete pavement construction
CN211872509U (en) Zero-clearance rear-mounted mold slip form paver
JP3256049B2 (en) High compaction construction machine
CN110055866B (en) Large-area asphalt square springboard paving construction method
JP4900698B2 (en) Concrete material supply equipment used for concrete pavement
JP4829642B2 (en) Slope construction equipment
JPH0115697Y2 (en)
JP3577581B2 (en) Sand formation method and mobile sand spreader on wide soft ground