JP2763509B2 - Excavator for paved roads - Google Patents

Excavator for paved roads

Info

Publication number
JP2763509B2
JP2763509B2 JP7169095A JP16909595A JP2763509B2 JP 2763509 B2 JP2763509 B2 JP 2763509B2 JP 7169095 A JP7169095 A JP 7169095A JP 16909595 A JP16909595 A JP 16909595A JP 2763509 B2 JP2763509 B2 JP 2763509B2
Authority
JP
Japan
Prior art keywords
excavation
rotary
crushed material
transfer
vehicle
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 - Fee Related
Application number
JP7169095A
Other languages
Japanese (ja)
Other versions
JPH0921108A (en
Inventor
紀人 岸本
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.)
AARU EMU BAATON CO
OOKITA ENJINIARINGU KK
Original Assignee
AARU EMU BAATON CO
OOKITA ENJINIARINGU 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 AARU EMU BAATON CO, OOKITA ENJINIARINGU KK filed Critical AARU EMU BAATON CO
Priority to JP7169095A priority Critical patent/JP2763509B2/en
Priority to EP96110064A priority patent/EP0752501A1/en
Priority to US08/671,372 priority patent/US5695256A/en
Publication of JPH0921108A publication Critical patent/JPH0921108A/en
Application granted granted Critical
Publication of JP2763509B2 publication Critical patent/JP2763509B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Road Repair (AREA)

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、舗装道路用の掘削
作業車に関し、詳しくは、舗装道路において亀裂などが
入った表層の補修部分を効率よく剥離し、剥離に伴う掘
削物を効率よく回収し、このことで、補修箇所に掘削物
が残留し、これらを除去するための多大な労力及び人手
をなくそうとする技術に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavation work vehicle for a pavement road, and more particularly, to a method for efficiently exfoliating a repaired portion of a surface layer having a crack or the like on a pavement road, and efficiently recovering excavation caused by the exfoliation. However, due to this, the excavated material remains at the repaired portion, and relates to a technique for eliminating a great amount of labor and manpower for removing the excavated material.

【0002】[0002]

【従来の技術】高速道路のような舗装道路においては、
その表層がアスファルト舗装がなされている。このアス
ファルト舗装においては、寿命に伴う劣化や過大の負荷
にて亀裂が入り、この亀裂から雨水が浸入するとアスフ
ァルトの劣化が促進され、雨水が容易に道路基盤にまで
浸入し、道路基盤を脆弱化し、道路基盤を変形させ、路
面に大きな凹凸を生じさせ、走行、特に高速走行に問題
を生じさせる原因になるものである。このような亀裂な
どは、多少蛇行や斜行が生じても、走行路線に沿う略直
線状に生じるものである。
2. Description of the Related Art On paved roads such as expressways,
Its surface is asphalt pavement. In this asphalt pavement, cracks are formed due to deterioration due to life and excessive load, and if rainwater enters from this crack, asphalt deterioration is promoted, and rainwater easily penetrates to the road base, weakening the road base. This deforms the road base and causes large irregularities on the road surface, which causes a problem in running, particularly in high-speed running. Such cracks and the like are generated in a substantially straight line along the traveling route even if the meandering or the skew occurs to some extent.

【0003】従来、道路の補修をおこなうのに、表層に
生じている亀裂に沿って小巾に、また、不良箇所を含む
車巾全体にわたるように、作業車に搭載されている回転
掘削具にて表層を剥離しながら掘削し、破砕物を作業車
内に回収し、伴走する大型ダンプカー等に移載するもの
である。ところで、従来の舗装道路用の掘削作業車にお
ける破砕物の回収構造は、図14に示すように、回転ド
ラム3Aに掘削爪3Bが多数植設された回転カッター3
Cが下方を開放したボックス状のケーシング3D内に装
備され、ケーシング3Dの下方から突出している回転カ
ッター3Cの回転にて舗装道路面を掘削するとともにそ
の破砕物を前方上方に放出し、ケーシング3Dの前壁に
形成された取出し口4Cから送り出される破砕物をコン
ベアのような搬出手段5にて搬出し、これを車外に運び
出すものであった。
Conventionally, when repairing a road, a rotary excavator mounted on a working vehicle has to be provided with a small width along a crack formed on a surface layer and a whole width including a defective portion. It excavates while separating the surface layer, collects the crushed material in the work vehicle, and transfers it to a large dump truck that accompanies it. By the way, as shown in FIG. 14, a conventional structure for collecting crushed materials in a conventional pavement road excavating work vehicle includes a rotary cutter 3 in which a large number of excavating claws 3B are planted on a rotary drum 3A.
C is mounted in a box-shaped casing 3D having an open bottom, and a rotary cutter 3C protruding from below the casing 3D excavates a pavement road surface and discharges its crushed material forward and upward. The crushed material sent out from the outlet 4C formed in the front wall of the above is carried out by carrying-out means 5 such as a conveyor, and is carried out of the vehicle.

【0004】[0004]

【発明が解決しようとする課題】ところが、このような
構成のものにおいては、ケーシング3Dの前壁部分に破
砕物が飛ばされて詰められ、取出し口4Cに至った破砕
物を作業車内に回収する形態であるから、取出し口4C
に至らない多くの破砕物がケーシング3Dの下方に落下
し、路面の掘削箇所に残ってゆき、このような残留破砕
物をショベル車を使ったり、また、多くの人手をかけて
箒などで掃き集め、回収するものとなっており、多大な
労力と人手を要し、また、箒による掃除に伴う塵埃の発
生を抑えるべく散水車による散水も必要になる等という
問題があった。
However, in such a structure, the crushed material is blown and packed on the front wall portion of the casing 3D, and the crushed material reaching the discharge port 4C is collected in the work vehicle. Since it is in the form, the outlet 4C
Crushed material that does not reach the bottom of the casing 3D falls down and remains at the excavation point on the road surface, and such residual crushed material is swept with a shovel truck or with a broom with many hands. It has to collect and collect, which requires a great deal of labor and labor, and also requires watering with a watering vehicle to suppress the generation of dust associated with cleaning with a broom.

【0005】本発明はこのような問題に鑑みてなされた
ものであり、その目的とするところは、舗装道路におい
て亀裂などが入った表層の補修部分の剥離、掘削がなさ
れた破砕物を効率よく回収し、このことで、掘削箇所に
おいて、破砕物が残留し、これら残留物を掃除する多く
の人手をなくそうとすることができる舗装道路用の掘削
作業車を提供しようとするにある。
The present invention has been made in view of such a problem, and an object of the present invention is to efficiently remove crushed material from a repaired portion of a surface layer having a crack or the like on a pavement road and excavated. It is an object of the present invention to provide an excavator for a pavement road which can collect and thereby leave crushed material at an excavation site and eliminate the need for many people to clean these residues.

【0006】[0006]

【課題を解決するための手段】請求項1においては、舗
装道路面に掘削溝bを形成するとともに掘削で生じる破
砕物を走行方向の前方上方に放出する回転掘削放出手段
3と、この回転掘削放出手段3よりも前方にあって回転
掘削放出手段3にて掘削された破砕物を受けて車巾方向
に強制移送させて取出し口4cに集める移送取出し手段
4と、取出し口4cの破砕物を外部に搬出する搬出手段
5とを備え、回転掘削放出手段3は、走行車体1よりも
小巾に形成されて走行車体1の巾方向に移動自在になさ
れて成ることを特徴とするものである。
In claim 1 Means for Solving the Problems], a rotary excavation emission means 3 for emitting a crushed material produced by drilling to form a drilling groove b in the pavement surface in front above the running direction, the rotary excavation Rotate in front of release means 3
It has a transfer and take-out means 4 for receiving the crushed material excavated by the excavation and discharge means 3 and forcibly transferring the crushed material in the vehicle width direction and collecting the crushed material at the take-out port 4c, and a carrying-out means 5 to carry out the crushed material at the take-out port 4c to the outside. , The rotary excavation release means 3 is
It is formed in a small width and can move freely in the width direction of the traveling vehicle body 1.
It is characterized by comprising.

【0007】請求項2においては、移送取出し手段4
は、車巾方向の略全巾にわたって設けられ、回転掘削放
出手段3から受けた破砕物を車巾方向の両端部から略中
央部に強制移送すべく構成されて成ることを特徴とする
ものである。
According to the second aspect, the transfer / extraction means 4
Is provided over substantially the entire width in the vehicle width direction, and is configured to forcibly transfer the crushed material received from the rotary excavation discharge means 3 from both ends in the vehicle width direction to a substantially central portion. is there.

【0008】請求項においては、回転掘削放出手段3
は、回転ドラム3aに掘削爪3bが多数植設された回転
カッター3cに構成されて成ることを特徴とするもので
ある。請求項においては、移送取出し手段4は、断面
が略円筒状のカバー体4aと、カバー体4aの後方にお
いて回転自在に配設されるリボンスクリュー4bとから
構成され、カバー体4aに破砕物を排出させる取出し口
4cが車巾方向の略中央部に形成されて成ることを特徴
とするものである。
[0008] In the third aspect, the rotary excavation discharge means 3
Is characterized in that it is constituted by a rotary cutter 3c in which a large number of excavating claws 3b are implanted on a rotary drum 3a. In claim 4 , the transfer and take-out means 4 comprises a cover 4a having a substantially cylindrical cross section, and a ribbon screw 4b rotatably disposed behind the cover 4a. An outlet 4c for discharging air is formed substantially at the center in the vehicle width direction.

【0009】請求項においては、回転掘削放出手段3
に対して移送取出し手段4が上下位置変更自在に構成さ
れて成ることを特徴とするものである。
According to a fifth aspect of the present invention, the rotary excavation discharge means 3
The transfer and take-out means 4 is configured to be vertically movable.

【0010】[0010]

【発明の実施の形態】以下本発明の一実施の形態を図面
に基づいて詳述する。図1は全体平面図を示し、図2及
び図3は全体側面図を示している。走行車体1には搭載
された原動機にて駆動される車輪6が装備され、操作部
によるハンドル操作にて一般車両として走行できるよう
にしてある。走行車体1にはガイド脚9が例えば4本立
設され、このガイド脚9を介して昇降基体10が油圧駆
動にて昇降できるようにしてある。昇降基体10には、
舗装道路の表層のアスファルト層a及び下地層を剥離す
るとともに掘削し、その破砕物を順次取出す回転掘削放
出手段3と、移送取出し手段4並びに搬出手段5が搭載
されて、破砕物を伴走する大型ダンプカーなどに走行し
ながら移載できるようにしてある。以下、種々の手段の
構成を詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is an overall plan view, and FIGS. 2 and 3 are overall side views. The traveling vehicle body 1 is equipped with wheels 6 driven by a mounted prime mover, and can be driven as a general vehicle by operating a steering wheel with an operation unit. For example, four guide legs 9 are erected on the traveling vehicle body 1, and the lifting base 10 can be raised and lowered by hydraulic drive via the guide legs 9. The lifting base 10 includes
A rotary excavation and discharge unit 3, a transfer and extraction unit 4 and an unloading unit 5, which sequentially exfoliate and excavate the asphalt layer a and the base layer of the surface layer of the pavement road and sequentially extract the crushed material, are mounted, and a large It can be transferred to a dump truck while traveling. Hereinafter, the configurations of various means will be described in detail.

【0011】図5乃至図8は回転掘削放出手段3を示し
ていて、回転掘削放出手段3は、回転ドラム3aに掘削
爪3bが複数条の螺旋条に植設された回転カッター3c
に構成されている。この回転カッター3cが図6に示す
ハウジング3dの軸受部にその水平横軸2が回転自在に
架設され、ハウジング3d内に装備される減速機3eに
連結されて、昇降基体10側に搭載されている油圧駆動
機構からの作動油が、ハウジング3dに装備されている
油圧モータに供給されて、回転カッター3cを約100
0r.p.m程度に高速回転させることができるように
してある。回転掘削放出手段3は、そのハウジング3d
を介して昇降基体10の後部に搭載されていて、昇降基
体10を走行車体1に対して下降させることで、回転カ
ッター3cを路面レベルよりも下方に下降させ、回転カ
ッター3cが後方から前方上方に高速回転されること
で、舗装道路の表層のアスファルト層a及び下地層をを
掘削し、直径が約20mm程度の粒径に破砕された破砕
物を回転カッター3cの全巾において掘削とともに前方
上方に放出することができるようにしてある。
FIGS. 5 to 8 show the rotary excavating and discharging means 3. The rotary excavating and discharging means 3 includes a rotary cutter 3c having a rotary drum 3a and a plurality of helical strips with excavating claws 3b.
Is configured. This rotary cutter 3c has its horizontal horizontal axis 2 rotatably mounted on a bearing portion of a housing 3d shown in FIG. 6, and is connected to a speed reducer 3e provided in the housing 3d, and is mounted on the lifting base 10 side. Hydraulic oil from the hydraulic drive mechanism is supplied to a hydraulic motor mounted on the housing 3d to rotate the rotary cutter 3c by about 100%.
0r. p. It can be rotated at a high speed of about m. The rotary excavating and discharging means 3 has its housing 3d.
Is mounted on the rear part of the elevating base 10 through the lower part, and lowers the elevating base 10 with respect to the traveling vehicle body 1 to lower the rotary cutter 3c below the road surface level. The high-speed rotation excavates the asphalt layer a and the ground layer of the surface layer of the pavement road, and crushes the crushed material having a diameter of about 20 mm in the entire width of the rotary cutter 3c along with the excavation. So that it can be released.

【0012】図10乃至図12は、移送取出し手段4を
示していて、回転掘削放出手段3の前方の昇降基体10
に搭載されている。移送取出し手段4は、断面が略円弧
状のカバー体4aと、カバー体4aの後方において駆動
回転自在に配設されるリボンスクリュー4bとから構成
されている。カバー体4aには、破砕物を排出させる取
出し口4cが車巾方向の略中央部に形成されている。カ
バー体4a及びリボンスクリュー4bは車巾の略全巾に
わたっている。リボンスクリュー4bが回転軸4dにス
テー4e…により間隔を隔てて螺旋条に保持されたもの
であり、回転カッター3cからの破砕物が、長尺なリボ
ンスクリュー4bのいずれの箇所に投入されても、リボ
ンスクリュー4bの回転で、中央部に向けて移送して、
取出し口4cへと集めて取出すことができるようにして
ある。リボンスクリュー4bの駆動も油圧モータにてお
こなわれる。
FIGS. 10 to 12 show the transfer / unloading means 4 and the lifting / lowering base 10 in front of the rotary excavation / discharge means 3.
It is installed in. The transfer and take-out means 4 includes a cover body 4a having a substantially arc-shaped cross section, and a ribbon screw 4b disposed behind the cover body 4a so as to be driven and rotatable. An outlet 4c for discharging the crushed material is formed in the cover 4a at a substantially central portion in the vehicle width direction. The cover 4a and the ribbon screw 4b extend over substantially the entire width of the vehicle. The ribbon screw 4b is held on the rotary shaft 4d in a spiral manner by a stay 4e at an interval, and the crushed material from the rotary cutter 3c is injected into any part of the long ribbon screw 4b. With the rotation of the ribbon screw 4b, the ribbon is transferred toward the center,
It can be collected and taken out to the outlet 4c. The driving of the ribbon screw 4b is also performed by a hydraulic motor.

【0013】移送取出し手段4と昇降基体10との間に
はシリンダー17,17が介装され、シリンダー17,
17の伸縮にて移送取出し手段4を昇降させ、昇降基体
10に固定されている回転掘削放出手段3に対して移送
取出し手段4の上下位置を変更することができるように
してある。このような移送取出し手段4の昇降において
は、移送取出し手段4のカバー体4aが回転掘削放出手
段3のハウジング3dに対して、図3に示す摺動縁Sに
おいて摺動するものである。このように、移送取出し手
段4が上下位置変更自在に構成されることによって、回
転掘削放出手段3による掘削溝bの深さの変更に起因し
て回転掘削放出手段3の破砕物の放出方向が変化するこ
とに容易に対処でき、回転掘削放出手段3から放出され
る破砕物を移送取出し手段4にて良好に受けることがで
き、破砕物の回収効率を一層高めることができてよい。
Cylinders 17, 17 are interposed between the transfer / extraction means 4 and the elevating base 10, and the cylinders 17, 17
The transfer and take-out means 4 is moved up and down by the expansion and contraction of 17, so that the vertical position of the transfer and take-out means 4 with respect to the rotary excavation and discharge means 3 fixed to the elevating base 10 can be changed. When the transfer and take-out means 4 is moved up and down, the cover 4a of the transfer and take-out means 4 slides on the sliding edge S shown in FIG. As described above, since the transfer / extraction unit 4 is configured to be freely changeable in the vertical position, the discharge direction of the crushed material of the rotary excavation / discharge unit 3 due to the change in the depth of the excavation groove b by the rotary excavation / discharge unit 3 is changed. The change can be easily dealt with, and the crushed material discharged from the rotary excavation discharging means 3 can be satisfactorily received by the transfer / extracting means 4, so that the recovery efficiency of the crushed material can be further improved.

【0014】回転掘削放出手段3のハウジング3dは、
車巾よりも充分に小さく、例えば、約400mm程度
で、舗装道路において生じた亀裂を含めた亀裂の左右部
分の掘削をおこなうものである。このように小巾に掘削
される掘削溝bの両側面は、図13に示すように、垂直
面にカットされたり、また、図示はしないが、掘削溝b
の両側面がテーパー面に掘削されるものであり、テーパ
ー面になるように斜めに掘削される場合には、テーパー
面によって接合面積が増し、既存の古い道路部分と掘削
溝bを埋めて補修する新しい補修部分の接合強度を高め
ることがきてよい。また、掘削溝bは、車巾全体にわた
るように面状に掘削してもよいものである。
The housing 3d of the rotary excavating and discharging means 3
Excavation is performed on the left and right portions of the crack including the crack generated on the pavement road, which is sufficiently smaller than the vehicle width, for example, about 400 mm. As shown in FIG. 13, both side surfaces of the excavation groove b excavated to a small width as described above are cut into a vertical surface.
When both sides are excavated on a tapered surface, and when excavated diagonally to become a tapered surface, the joint area is increased by the tapered surface, and the existing old road portion and the excavation groove b are filled and repaired. It is possible to increase the joining strength of the new repaired part. The excavation groove b may be excavated in a plane so as to cover the entire vehicle width.

【0015】回転掘削放出手段3のハウジング3dは、
昇降基体10の前後のスライドレール11,11の上に
スライド移動自在に載置され、ハウジング3dの両端部
が、図9に示すようなチェーン12に連結され、このチ
ェーン12を昇降基体10に搭乗している作業者の操作
により、スプロケット13を油圧モータ16を介して油
圧駆動して、巻回しているチェーン12を往復動させ、
回転掘削放出手段3を車巾方向の任意の箇所に移行さ
せ、しかして、走行車体1は一定位置を走行しながら、
掘削位置を変更することができるようにしてある。この
ように、回転掘削放出手段3を車巾方向に移行させるこ
とで、道路の表層の亀裂の蛇行に容易に追随させること
ができ、一度の走行で、亀裂に沿った掘削がおこなえる
ものである。
[0015] The housing 3d of the rotary excavating and discharging means 3 comprises:
The housing 3d is slidably mounted on slide rails 11, 11 on the front and rear sides of the lifting base 10, and both ends of the housing 3d are connected to a chain 12 as shown in FIG. The sprocket 13 is hydraulically driven via the hydraulic motor 16 by the operation of the worker performing the operation, and the wound chain 12 is reciprocated,
The rotating excavation discharging means 3 is moved to an arbitrary position in the vehicle width direction.
The excavation position can be changed. As described above, by shifting the rotary excavation / release means 3 in the vehicle width direction, it is possible to easily follow the meandering of the cracks on the surface layer of the road, and excavation along the cracks can be performed in one run. .

【0016】回転掘削放出手段3のハウジング3dの後
部に付設されている後板3gは、シリンダー3iにて上
下に昇降されて開閉され、回転掘削放出手段3の掘削爪
3b…の取り替えを容易におこなえ、また、下降される
後板3gにて破砕物がハウジング3dの外部に出て残留
するのを回避するようにしてある。ハウジング3dには
ロック具3kがピン3m廻りに回動自在に設けられ、シ
リンダー3hの伸縮で、ロック具3kを回動させて、昇
降基体10側に形成したロック受用凹所11a…の適宜
のものに挿入されて、回転掘削放出手段3の車巾方向の
位置決めをおこなえるようにしてある。また、ハウジン
グ3dの左右には、掘削深さ検出板3jがガイドローラ
3nを介して昇降自在に保持されるとともに、掘削深さ
検出板3jはその自重で下降するように付勢されて設け
られ、掘削深さ検出板3jに形成されたストッパー3p
がガイドローラ3nに当接することで、それ以上の下降
を阻止することができるようにしてある。そして、掘削
深さ検出板3jにはその上昇量を検出できるようにして
あり、検出された上昇量にて回転掘削放出手段3による
掘削深さを検出することができるようにしてある。即
ち、図2及び図3においては、掘削深さ検出板3jがハ
ウジング3dに対して最大に下降している状態を示し、
この状態で、昇降基体10を下降させ、回転掘削放出手
段3による路面の掘削に伴って路面に当接している掘削
深さ検出板3jが上昇し、その上昇量が検出されて掘削
深さが検出されるものである。このようにして、掘削深
さを設定変更できるようにしてある。このように掘削さ
れた掘削溝bは、下地層及びアスファルト層aにて埋め
られ、路面の補修がおこなわれる。
A rear plate 3g attached to the rear of the housing 3d of the rotary excavation / discharge means 3 is lifted up and down by a cylinder 3i and opened and closed, so that the excavation claws 3b of the rotary excavation / discharge means 3 can be easily replaced. In addition, the crushed material is prevented from remaining outside the housing 3d by the lower rear plate 3g. A lock 3k is provided on the housing 3d so as to be rotatable about the pin 3m. The lock 3k is rotated by expansion and contraction of the cylinder 3h, so that the lock receiving recesses 11a. The rotary excavating and discharging means 3 is positioned in the vehicle width direction. Excavation depth detection plates 3j are held on the left and right sides of the housing 3d via guide rollers 3n so as to be able to move up and down, and the digging depth detection plates 3j are provided to be urged to descend by their own weight. , Stopper 3p formed on excavation depth detection plate 3j
By contacting with the guide roller 3n, further lowering can be prevented. The excavation depth detection plate 3j is configured to detect the amount of the rise, and the excavation depth by the rotary excavation discharge unit 3 can be detected based on the detected increase amount. That is, FIGS. 2 and 3 show a state in which the excavation depth detection plate 3j is lowered to the maximum with respect to the housing 3d,
In this state, the elevating base 10 is lowered, and the excavation depth detecting plate 3j which is in contact with the road surface rises with the excavation of the road surface by the rotary excavation discharging means 3, and the amount of the rise is detected, and the excavation depth is reduced. That is to be detected. In this way, the setting of the excavation depth can be changed. The excavation groove b excavated in this way is filled with the foundation layer and the asphalt layer a, and the road surface is repaired.

【0017】移送取出し手段4のカバー体4aに形成さ
れた取出し口4cの前方には、搬出手段5としの搬出コ
ンベア14が配設され、この搬出コンベア14の終端に
は、首振り角度を変更自在になされた移載コンベア15
が配設され、しかして、取出し口4cから次々に排出さ
れる破砕物を搬出コンベア14にて受取って搬出し、移
載コンベア15に受渡し、伴走する大型ダンプカーに破
砕物を移載することができるようにしてある。
An unloading conveyor 14 serving as unloading means 5 is provided in front of an unloading port 4c formed in the cover 4a of the unloading and unloading means 4. At the end of the unloading conveyor 14, the swing angle is changed. Transfer conveyor 15 made freely
The crushed materials discharged one after another from the outlet 4c are received and carried out by the carry-out conveyor 14, transferred to the transfer conveyor 15, and transferred to the accompanying large dump truck. I can do it.

【0018】ところで、掘削溝bは光ファイバーケーブ
ルなどを埋設する配線溝として利用してもよい。尚、移
送取出し手段4としてはリボンスクリュー4bを使用し
たが、コンベアでもよいものである。また、回転掘削放
出手段3は、車巾全体にわたって設けられていてもよい
ものである。
The excavation groove b may be used as a wiring groove for burying an optical fiber cable or the like. In addition, although the ribbon screw 4b was used as the transfer and take-out means 4, a conveyor may be used. Further, the rotary excavation discharging means 3 may be provided over the entire vehicle width.

【0019】[0019]

【発明の効果】請求項1においては、舗装道路面に掘削
溝を形成するとともに掘削で生じる破砕物を走行方向の
前方上方に放出する回転掘削放出手段と、破砕物を受け
て車巾方向に強制移送させて取出し口に集める移送取出
し手段と、取出し口の破砕物を外部に搬出する搬出手段
とを備えているから、回転掘削放出手段の高速回転で剥
離され、掘削された破砕物が前方上方に放出され、これ
ら破砕物が前方において移送取出し手段にて受止めら
れ、取出し口へと強制搬送され、回転掘削放出手段によ
る高速回転で生じる殆ど全ての破砕物を取出し口へと送
り込むことができ、このようにして、殆ど全ての破砕物
を回収することができ、従来のように、破砕物を取出し
口に向けて飛ばしながらケーシングの内部前方に詰め、
取出し口へと溢れ出たものを回収する手段に比べて、破
砕物の回収効率を大幅に高めることができ、破砕物が多
量に残留するのを回避でき、残留物をショベル車を使っ
たり、また、箒で掃き集めるような作業を回避でき、多
くの労力と人員を削減することができ、また、散水車に
よる散水作業を回避でき、高速道路の補修作業の作業性
を大幅に高めることができるという利点がある。しか
も、回転掘削放出手段は、走行車体よりも小巾に形成さ
れて走行車体の巾方向に移動自在になされているから、
走行車体に対して回転掘削放出手段を車巾方向に移動さ
せて、その掘削位置の変更がおこなえ、掘削位置により
走行車体の走行位置を決めなくてもよく、例えば、車線
が少ない高速道路の補修をおこなうのに、回転掘削放出
手段は所望の掘削位置に合わせながら、走行車体を路側
に寄せて、走行のための車線をあけることができ、高速
道路等の補修において特に有利になるという利点があ
る。
According to the first aspect of the present invention, there is provided a rotary excavation discharging means for forming a digging groove on a pavement road surface and discharging crushed material generated by digging upward and forward in a traveling direction; Since it is provided with a transfer taking-out means forcibly transferring and collecting at a take-out port, and a carrying-out means for carrying out the crushed material at the take-out port to the outside, the excavated crushed material is separated by the high speed rotation of the rotary excavation / discharge means, and the excavated crushed material is moved forward. It is discharged upward, these crushed materials are received by the transfer and extraction means in the front, forcibly transported to the discharge port, and almost all the crushed materials generated by high speed rotation by the rotary excavation discharge means can be sent to the discharge port. In this way, almost all the crushed material can be recovered in this way, and as before, the crushed material is packed toward the inside front of the casing while flying toward the outlet,
Compared with the method of collecting the material that overflows to the discharge port, the efficiency of collecting crushed material can be greatly increased, a large amount of crushed material can be avoided, and the residue can be removed using a shovel, In addition, the work of sweeping and collecting with a broom can be avoided, and a lot of labor and manpower can be reduced.In addition, the work of watering with a water truck can be avoided, and the workability of repair work on the highway can be greatly improved. There is an advantage that you can. Only
Also, the rotary excavation release means is formed to be narrower than the traveling vehicle body.
It is made to be movable in the width direction of the traveling body,
The rotating excavation release means is moved in the vehicle width direction with respect to the traveling body.
The excavation position can be changed.
It is not necessary to determine the traveling position of the traveling body, for example, the lane
Rotating excavation for repairing highway
The means adjusts the traveling body to the roadside while adjusting to the desired excavation position.
To open the lane for driving
It has the advantage of being particularly advantageous in repairing roads, etc.
You.

【0020】請求項2においては、移送取出し手段は、
車巾方向の略全巾にわたって設けられ、回転掘削放出手
段から受けた破砕物を車巾方向の両端部から略中央部に
強制移送すべく構成されているから、掘削された破砕物
は、車巾方向の全巾にわたって受けられて車巾方向の略
中央部に向けて強制移送されて集めることができ、回転
掘削放出手段の車巾方向の位置の変更にかかわらず破砕
物を良好に集めることができ、掘削作業車は一定位置を
走行させることが可能となり、高速道路等の掘削作業に
有利になるという利点がある。
According to a second aspect of the present invention, the transfer and take-out means includes:
The crushed material is provided over substantially the entire width in the vehicle width direction, and is configured to forcibly transfer the crushed material received from the rotary excavation and discharge means from both ends in the vehicle width direction to a substantially central portion. Received over the entire width in the width direction, can be forcibly transported toward the center of the vehicle width direction and collected, and can collect crushed materials well regardless of the change in the position of the rotating excavation discharge means in the vehicle width direction This makes it possible for the excavator to run at a fixed position, which is advantageous for excavation work on a highway or the like.

【0021】[0021]

【0022】請求項においては、回転掘削放出手段
は、回転ドラムに掘削爪が多数植設された回転カッター
に構成されているから、掘削並びに破砕物の前方への放
出も良好におこなえながら、請求項のように、回転掘
削放出手段を車巾方向に移行させる構成を簡素に構成し
やすいという利点がある。請求項においては、移送取
出し手段は、断面が略円筒状のカバー体と、カバー体の
後方において回転自在に配設されるリボンスクリューと
から構成され、カバー体に破砕物を排出させる取出し口
が車巾方向の略中央部に形成されているから、取出し口
の位置に搬出手段の先端部を位置させるのであり、この
搬出手段を車巾方向に略中央部に位置させやすく、作業
車の左右の重量バランスを出しやすく、かつ、請求項
のように、回転掘削放出手段を車巾方向に移動させる構
成において、回転掘削放出手段がどのよう位置にセッ
トされても、破砕物の取出し搬出位置が変わることがな
くてよい。
According to the third aspect of the present invention, the rotary excavating and discharging means is constituted by a rotary cutter in which a large number of excavating claws are planted on the rotary drum, so that excavation and crushed material can be satisfactorily discharged forward. As described in the first aspect , there is an advantage that the configuration for shifting the rotary excavation discharge means in the vehicle width direction can be easily configured. In claim 4 , the transfer and take-out means comprises a cover body having a substantially cylindrical cross section and a ribbon screw rotatably disposed behind the cover body, and a take-out port for discharging crushed material to the cover body. Is formed at substantially the center in the vehicle width direction, so that the leading end of the unloading means is located at the position of the unloading port, and it is easy to position the unloading means at substantially the center in the vehicle width direction. easily put the weight balance between the left and right, and claim 1
As in, in the configuration of moving the rotary excavation release means Kurumahaba direction, be set to any position rotary excavation release means it may not be taken out unloading position of the crushed material is changed.

【0023】請求項においては、回転掘削放出手段に
対して移送取出し手段が上下位置変更自在に構成されて
いるから、移送取出し手段を昇降させることで、回転掘
削放出手段に対する上下位置を変更でき、回転掘削放出
手段による掘削溝の深さの変更に起因して回転掘削放出
手段の破砕物の放出方向が変化することに容易に対処で
き、回転掘削放出手段から放出される破砕物を移送取出
し手段にて良好に受けることができ、破砕物の回収効率
を一層高めることができるという利点がある。
According to the fifth aspect of the present invention, the transfer / extraction means is configured to be vertically movable with respect to the rotary excavation / discharge means. Therefore, by vertically moving the transfer / extraction means, the vertical position with respect to the rotary excavation / discharge means can be changed. It is possible to easily cope with a change in the direction of discharge of the crushed material of the rotary digging and discharging means due to the change of the depth of the digging groove by the rotary digging and discharging means, and to transfer and extract the crushed material discharged from the rotary digging and discharging means. There is an advantage that the crushed material can be satisfactorily received by the means and the collection efficiency of the crushed material can be further increased.

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

【図1】本発明の一実施例の全体平面図である。FIG. 1 is an overall plan view of an embodiment of the present invention.

【図2】同上の側面図である。FIG. 2 is a side view of the same.

【図3】同上の詳細側面図である。FIG. 3 is a detailed side view of the same.

【図4】同上の昇降基体の斜視図である。FIG. 4 is a perspective view of the lifting base.

【図5】同上の回転掘削放出手段の斜視図である。FIG. 5 is a perspective view of the rotary excavation discharging means according to the first embodiment;

【図6】同上のハウジングの斜視図である。FIG. 6 is a perspective view of the housing.

【図7】同上のハウジングの断面図である。FIG. 7 is a cross-sectional view of the housing.

【図8】(a)は回転カッターの側面図、(b)は掘削
作用を示す正面図、(c)は側断面図である。
8A is a side view of a rotary cutter, FIG. 8B is a front view showing an excavating operation, and FIG. 8C is a side sectional view.

【図9】同上の回転掘削放出手段を位置変更する構成を
示す一部省略した斜視図である。
FIG. 9 is a partially omitted perspective view showing a configuration for changing the position of the rotary excavation discharging means in the above.

【図10】同上の移送取出し手段の背方からの斜視図で
ある。
FIG. 10 is a perspective view of the transfer and take-out means from the back.

【図11】同上の移送取出し手段の前方からの斜視図で
ある。
FIG. 11 is a perspective view from the front of the transfer and take-out means.

【図12】(a)はリボンスクリューの正面図、(b)
は側面図である。
FIG. 12A is a front view of a ribbon screw, and FIG.
Is a side view.

【図13】同上の掘削作用を示す概略断面図である。FIG. 13 is a schematic sectional view showing an excavating operation of the above.

【図14】従来例の部分斜視図である。FIG. 14 is a partial perspective view of a conventional example.

【符号の説明】[Explanation of symbols]

1 走行車体 2 水平横軸 3 回転掘削放出手段 4 移送取出し手段 5 搬出手段 DESCRIPTION OF SYMBOLS 1 Running vehicle body 2 Horizontal horizontal axis 3 Rotary excavation and discharge means 4 Transfer / extraction means 5 Unloading means

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 舗装道路面に掘削溝を形成するとともに
掘削で生じる破砕物を走行方向の前方上方に放出する回
転掘削放出手段と、この回転掘削放出手段よりも前方に
あって回転掘削放出手段にて掘削された破砕物を受けて
車巾方向に強制移送させて取出し口に集める移送取出し
手段と、取出し口の破砕物を外部に搬出する搬出手段と
を備え、回転掘削放出手段は、走行車体よりも小巾に形
成されて走行車体の巾方向に移動自在になされて成るこ
とを特徴とする舗装道路用の掘削作業車。
And 1. A rotary drilling release means for releasing the crushed material produced by drilling to form a drilling groove in pavement surface in front above the traveling direction, in front than the rotary excavation emitting means
A transfer and extraction means for receiving the crushed material excavated by the rotary excavation discharge means and forcibly transferring the crushed material in the vehicle width direction and collecting the crushed material at the extraction port, and a discharge means for discharging the crushed material at the discharge port to the outside ; Excavation release means is smaller in width than the running vehicle
An excavation work vehicle for a pavement road, wherein the excavation work vehicle is formed so as to be movable in a width direction of a traveling vehicle body .
【請求項2】 移送取出し手段は、車巾方向の略全巾に
わたって設けられ、回転掘削放出手段から受けた破砕物
を車巾方向の両端部から略中央部に強制移送すべく構成
されて成ることを特徴とする請求項1記載の舗装道路用
の掘削作業車。
2. The transfer and take-out means is provided over substantially the entire width in the vehicle width direction, and is configured to forcibly transfer the crushed material received from the rotary excavation and discharge means from both ends in the vehicle width direction to a substantially central portion. The excavating work vehicle for a pavement road according to claim 1, wherein:
【請求項3】 回転掘削放出手段は、回転ドラムに掘削
爪が多数植設された回転カッターに構成されて成ること
を特徴とする請求項記載の舗装道路用の掘削作業車。
3. A rotary drilling releasing means, according to claim 1 excavation work vehicle for paved road, wherein the composed configured to rotate cutter excavation teeth are implanted multiple rotary drum.
【請求項4】 移送取出し手段は、断面が略円筒状のカ
バー体と、カバー体の後方において回転自在に配設され
るリボンスクリューとから構成され、カバー体に破砕物
を排出させる取出し口が車巾方向の略中央部に形成され
て成ることを特徴とする請求項1または請求項2記載の
舗装道路用の掘削作業車。
4. The transfer and take-out means comprises a cover body having a substantially cylindrical cross section and a ribbon screw rotatably disposed behind the cover body, and a take-out port for discharging crushed material into the cover body. The excavation work vehicle for a pavement road according to claim 1 or 2, wherein the excavation work vehicle is formed at a substantially central portion in a vehicle width direction.
【請求項5】 回転掘削放出手段に対して移送取出し手
段が上下位置変更自在に構成されて成ることを特徴とす
る請求項1記載の舗装道路用の掘削作業車。
5. The excavation work vehicle for a pavement road according to claim 1, wherein the transfer / extraction means is configured to be vertically movable relative to the rotary excavation / release means.
JP7169095A 1995-07-04 1995-07-04 Excavator for paved roads Expired - Fee Related JP2763509B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP7169095A JP2763509B2 (en) 1995-07-04 1995-07-04 Excavator for paved roads
EP96110064A EP0752501A1 (en) 1995-07-04 1996-06-21 Road excavator with a rotary cutter
US08/671,372 US5695256A (en) 1995-07-04 1996-06-27 Road excavator with a rotary cutter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7169095A JP2763509B2 (en) 1995-07-04 1995-07-04 Excavator for paved roads

Publications (2)

Publication Number Publication Date
JPH0921108A JPH0921108A (en) 1997-01-21
JP2763509B2 true JP2763509B2 (en) 1998-06-11

Family

ID=15880232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7169095A Expired - Fee Related JP2763509B2 (en) 1995-07-04 1995-07-04 Excavator for paved roads

Country Status (1)

Country Link
JP (1) JP2763509B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008163734A (en) * 2006-12-22 2008-07-17 Wirtgen Gmbh Road cutting machine, and method for measuring cutting depth
US12006642B2 (en) 2006-12-22 2024-06-11 Wirtgen America, Inc. Road milling machine and method for measuring the milling depth

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000008317A (en) * 1998-06-24 2000-01-11 Nippon Hodo Co Ltd Paving body recycling treatment method and machine for recycling treatment

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5536778A (en) * 1978-09-08 1980-03-14 Mitsubishi Heavy Ind Ltd Torque dynamometer

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008163734A (en) * 2006-12-22 2008-07-17 Wirtgen Gmbh Road cutting machine, and method for measuring cutting depth
US9879390B2 (en) 2006-12-22 2018-01-30 Wirtgen Gmbh Road milling machine and method for measuring the milling depth
US9879391B2 (en) 2006-12-22 2018-01-30 Wirtgen Gmbh Road milling machine and method for measuring the milling depth
US11655599B2 (en) 2006-12-22 2023-05-23 Wirtgen America, Inc. Road milling machine and method for measuring the milling depth
US12006642B2 (en) 2006-12-22 2024-06-11 Wirtgen America, Inc. Road milling machine and method for measuring the milling depth

Also Published As

Publication number Publication date
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