JPH08165622A - Pavement plugging material eliminating method and its device - Google Patents

Pavement plugging material eliminating method and its device

Info

Publication number
JPH08165622A
JPH08165622A JP31072794A JP31072794A JPH08165622A JP H08165622 A JPH08165622 A JP H08165622A JP 31072794 A JP31072794 A JP 31072794A JP 31072794 A JP31072794 A JP 31072794A JP H08165622 A JPH08165622 A JP H08165622A
Authority
JP
Japan
Prior art keywords
pavement
water
pavement surface
pressure water
clogging
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
JP31072794A
Other languages
Japanese (ja)
Other versions
JP3687752B2 (en
Inventor
Yukio Kishi
幸雄 岸
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.)
Sakai Heavy Industries Ltd
Original Assignee
Sakai Heavy Industries Ltd
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 Sakai Heavy Industries Ltd filed Critical Sakai Heavy Industries Ltd
Priority to JP31072794A priority Critical patent/JP3687752B2/en
Publication of JPH08165622A publication Critical patent/JPH08165622A/en
Application granted granted Critical
Publication of JP3687752B2 publication Critical patent/JP3687752B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To improve plugging material eliminating capacity by jetting pressure water to the pavement surface from two directions, and crossing the respective extension line in the jet direction of pressure water, below the pavement surface. CONSTITUTION: An eliminator is connected to the rear part of a vehicle, and while traction-proceeding a road with draining pavement (a), high pressure water is conveyed to conduit pipes 8, 9 and a connecting pipe 8b through a high pressure water hose 9c, a branch box 13 and conduit pipes 9a, 9b. High pressure water is then jetted to the pavement surface (h) from jet nozzles 11, 12, 12b so that the respective extended lines X1 , X2 in the jet direction intersect below the pavement surface (h), and plugging material in the cavities of the draining pavement (a) is pushed up to the pavement surface (h) by the pressure of high pressure water and eliminated. The mixture of the plugging material and water is sucked from the suction port 16 of a duct 15 and recovered into a receiver tank through a suction hose 17.

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、舗装の空隙、特に排水
性舗装の空隙に詰まった土砂や粉塵等の目詰まり物を除
去する方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a device for removing clogging materials such as dirt and dust which are clogged in the voids of pavements, especially the voids of drainage pavements.

【0002】[0002]

【従来の技術】まず、図7を参照して排水性舗装につい
て説明すると、排水性舗装aとは、路床bの上に路盤
c、基層d及び通水可能な空隙eを有する表層fを順次
敷設して形成された舗装をいい、降雨時に表層fの空隙
eに流入した雨水を図示しない側溝に導いて排水するこ
とにより、スモーキング現象やハイドロプレーニング現
象等の走行安全性を阻害する要因を減らす機能を持つ。
また、表層fの空隙eが吸音能力を有することから、車
両走行時のタイヤ騒音を小さくする機能も併せ持つ。
尚、排水性舗装の基層d部分は、路盤cの保護のために
非通水性とされている。
2. Description of the Related Art First, the drainage pavement will be described with reference to FIG. 7. The drainage pavement a is a roadbed b, a base course c, a base layer d, and a surface layer f having water-permeable voids e. A pavement formed by sequentially laying it. When rainwater flows into the void e of the surface layer f and guides it to a gutter (not shown) for drainage, it causes a factor that impedes running safety such as a smoking phenomenon or a hydroplaning phenomenon. Has a function to reduce.
Further, since the void e of the surface layer f has a sound absorbing ability, it also has a function of reducing tire noise when the vehicle is running.
The base layer d of the drainage pavement is not water-permeable to protect the roadbed c.

【0003】しかしながら、かかる排水性舗装aにおい
ては、車両走行や風等の影響によって表層fの空隙eに
土砂や粉塵等が詰まってしまい、上述した優れた諸機能
が比較的短期間で低下してしまう不都合がある。そこ
で、排水性舗装の優れた諸機能を回復する装置として、
米国特許第4845801号に記載のものが開示されて
いる。
In such a drainage pavement a, however, the voids e of the surface layer f are clogged with earth and sand or dust due to the influence of vehicle traveling, wind, etc., and the above-mentioned excellent functions are degraded in a relatively short period of time. There is an inconvenience. Therefore, as a device to recover the various excellent functions of drainage pavement,
The one described in US Pat. No. 4,845,801 is disclosed.

【0004】この装置は、図8に示すように、道路の幅
方向に沿って配置された複数のノズルgを備えたもの
で、該ノズルgから排水性舗装aの表面hに対して斜め
に高圧水を噴射し、この噴射圧力により表層fの空隙e
に詰まった土砂や粉塵等の目詰まり物を舗装表面hに浮
き上がらせて除去するようにしたものである。
As shown in FIG. 8, this device is provided with a plurality of nozzles g arranged along the width direction of the road, and the nozzles g are oblique to the surface h of the drainage pavement a. High-pressure water is jetted, and the jet pressure causes voids e in the surface layer f.
Clogs such as dirt and sand that are clogged in the surface are lifted up on the pavement surface h to be removed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、かかる
装置においては、単に一方向からのみ舗装表面hに対し
て高圧水を噴射しているため、噴射された高圧水が目詰
まり物の大部分を基層dに向けて押しやったり、該高圧
水の圧力が表層fの内部で周囲に拡散してしまう。この
ため、高圧水の圧力を空隙eの目詰まり物に対して有効
に作用させることができず、空隙eの目詰まり物を十分
に除去することができないという不都合がある。
However, in such a device, since the high-pressure water is sprayed onto the pavement surface h only from one direction, the sprayed high-pressure water covers most of the clogging material as the base layer. It is pushed toward d or the pressure of the high-pressure water diffuses to the surroundings inside the surface layer f. For this reason, the pressure of the high-pressure water cannot be effectively applied to the clogged material in the void e, and the clogged material in the void e cannot be sufficiently removed.

【0006】本発明はかかる不都合を解消するためにな
されたものであり、舗装表面に圧力水を噴射した際に、
舗装の空隙に詰まった目詰まり物に対して圧力水の圧力
を有効に作用させて該目詰まり物の除去能力の向上を図
ることができる舗装の目詰まり物の除去方法及び装置を
提供することを目的とする。
The present invention has been made in order to eliminate such inconvenience, and when the pressure water is jetted onto the pavement surface,
To provide a method and an apparatus for removing a clogged object of a pavement, by which the pressure of pressure water is effectively applied to the clogged object of a pavement to improve the removal ability of the clogged object. With the goal.

【0007】[0007]

【課題を解決するための手段】かかる目的を達成するた
めに、請求項1に係る舗装の目詰まり物の除去方法は、
舗装表面に圧力水を噴射しこの噴射圧力により舗装の空
隙に詰まった目詰まり物を前記舗装表面に浮き上がらせ
て除去する方法において、二方向から前記舗装表面に圧
力水を噴射し、両方向から前記舗装表面に噴射される圧
力水の噴射方向の各延長線を前記舗装表面より下方で交
差させるようにしたことを特徴とする。
In order to achieve such an object, a method for removing clogging of a pavement according to claim 1 is
In a method of ejecting pressured water to the pavement surface and removing the clogging material clogged in the voids of the pavement by this injection pressure by floating it on the pavement surface, injecting pressured water to the pavement surface from two directions, and from both directions It is characterized in that each extension line of the jet direction of the pressure water jetted onto the pavement surface is made to intersect below the pavement surface.

【0008】請求項2に係る舗装の目詰まり物の除去方
法は、前記舗装表面に浮き上がった目詰まり物と水との
混合水を前記各延長線の交差位置の上方で吸引回収する
ことを特徴とする。請求項3に係る舗装の目詰まり物の
除去装置は、舗装表面に圧力水を噴射する噴射手段を備
え、該噴射手段による圧力水の噴射圧力により舗装の空
隙に詰まった目詰まり物を前記舗装表面に浮き上がらせ
て除去する装置において、前記噴射手段は、一方向から
前記舗装表面に指向して配置された第1の噴射ノズル
と、他方向から前記舗装表面に指向して配置された第2
の噴射ノズルとを備え、該第1及び第2の噴射ノズルの
指向方向の各延長線を前記舗装表面より下方で交差させ
たことを特徴とする。
The method for removing clogging of a pavement according to a second aspect is characterized in that the mixed water of the clogging and the water floating on the pavement surface is suctioned and collected above the intersection of the extension lines. And The device for removing clogging of a pavement according to claim 3 is provided with an injection means for injecting pressure water onto the surface of the pavement, and the clogging matter clogged in the void of the pavement is injected by the injection pressure of the pressure water by the injection means. In the apparatus which lifts up and removes on the surface, the said injection means has a 1st injection nozzle arrange | positioned toward the said pavement surface from one direction, and a 2nd arrange | positioned toward the said pavement surface from another direction.
And the respective extension lines of the directing directions of the first and second injection nozzles intersect below the pavement surface.

【0009】請求項4に係る舗装の目詰まり物の除去装
置は、前記第1の噴射ノズルから噴射された圧力水が前
記舗装表面に衝突する位置と、前記第2の噴射ノズルか
らの噴射された圧力水が前記舗装表面に衝突する位置と
の間に吸引口を臨ませて配置された吸引ダクトを備えた
ことを特徴とする。請求項5に係る舗装の目詰まり物の
除去装置は、前記吸引口を前記第1の噴射ノズル側と第
2の噴射ノズル側とに仕切る仕切り板を、前記吸引口か
ら下方に突出させて設けたことを特徴とする。
According to a fourth aspect of the present invention, there is provided a pavement clogging removal device in which a pressure water jetted from the first jet nozzle collides with the pavement surface and a jet from the second jet nozzle. The suction duct is arranged so that the suction port faces the position where the pressurized water collides with the pavement surface. In the device for removing clogging of pavement according to claim 5, a partition plate that partitions the suction port into the first injection nozzle side and the second injection nozzle side is provided so as to project downward from the suction port. It is characterized by that.

【0010】[0010]

【作用】請求項1又は3記載の発明では、二方向から舗
装表面に圧力水を噴射して両方向から舗装表面に噴射さ
れる圧力水の噴射方向の各延長線を舗装表面より下方で
交差させているので、一方向から噴射された圧力水によ
って舗装の空隙の目詰まり物に作用する圧力は、他方向
から噴射された圧力水の圧力によって逃げ場を失い、こ
の結果、両方向から噴射された圧力水の圧力が目詰まり
物を舗装表面に押し上げるように作用する。これによ
り、一方向からだけの噴射では除去され難かった目詰ま
り物が他方向からの噴射により除去される。
According to the present invention, the pressure water is jetted onto the pavement surface from two directions, and the respective extension lines of the jetting direction of the pressure water jetted onto the pavement surface from both directions intersect below the pavement surface. Therefore, the pressure acting on the clogging of the pavement void by the pressure water injected from one direction loses the escape area due to the pressure water injected from the other direction, and as a result, the pressure injected from both directions. The water pressure acts to push the clogs up the pavement surface. As a result, the clogging material that was difficult to remove by jetting from only one direction is removed by jetting from the other direction.

【0011】請求項2又は4記載の発明では、請求項1
又は3の発明に加えて、舗装表面に浮き上がった目詰ま
り物と水との混合水を各延長線の交差位置の上方で吸引
回収することによって、該混合水を迅速かつ効率よく回
収する。請求項5記載の発明では、請求項4の発明に加
えて、吸引ダクトの吸引口を前記第1の噴射ノズル側と
第2の噴射ノズル側とに仕切る仕切り板を、吸引口から
下方に突出させて設けることによって、舗装表面に浮き
上がった目詰まり物と水との混合水の周辺への飛散を防
止する。
According to the invention described in claim 2 or 4,
Alternatively, in addition to the invention of 3, the mixed water of the clogging material floating on the pavement surface and water is suctioned and collected above the intersection of the extension lines, whereby the mixed water is collected quickly and efficiently. According to the invention of claim 5, in addition to the invention of claim 4, a partition plate for partitioning the suction port of the suction duct into the first injection nozzle side and the second injection nozzle side projects downward from the suction port. By providing it in this way, it is possible to prevent the clogging material floating on the pavement surface from scattering around the mixed water.

【0012】[0012]

【実施例】以下、本発明の一実施例を図1〜図6を参照
して説明する。図1は本発明の一実施例である排水性舗
装の目詰まり物の除去装置を運搬用トラックの後部に取
り付けた状態の概略側面図、図2は該除去装置の一部を
破断した斜視図、図3は図2の−線断面図、図4は
図3の部分詳細図、図5は該除去装置を説明するための
説明図、図6は該除去装置の作用を説明するための概略
図である。尚、本実施例では、舗装として排水性舗装を
例に採る。また、排水性舗装の構造については従来例で
説明したものと同一であるので従来例と同一符号を付し
て説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a schematic side view of a state where a device for removing clogging of drainage pavement according to an embodiment of the present invention is attached to a rear portion of a transportation truck, and FIG. 2 is a perspective view in which a part of the removing device is cut away. 3, FIG. 3 is a sectional view taken along the line − in FIG. 2, FIG. 4 is a partial detailed view of FIG. 3, FIG. 5 is an explanatory view for explaining the removing device, and FIG. 6 is a schematic for explaining the operation of the removing device. It is a figure. In this embodiment, drainage pavement is taken as an example. Further, since the structure of the drainage pavement is the same as that described in the conventional example, the same reference numerals as those in the conventional example will be given and described.

【0013】まず、図1〜図5を参照して構成を説明す
ると、この除去装置は、運搬用トラック1の後部に平行
リンク機構とシリンダ装置とを組み合わせてなる可動ア
ーム2を介して取り付けられた外箱3を備える。外箱3
は、トラック1の幅方向に長い直方体形状をなしてお
り、下部が開口されている。外箱3の上板4は、図2に
示すように、外箱3の上端より若干下方に配置されて外
箱3の両側板5,6にネジ止めされている。これによ
り、外箱3の上部に凹部7が形成されている。
First, the structure will be described with reference to FIGS. 1 to 5. The removing device is attached to a rear portion of a carrying truck 1 via a movable arm 2 which is a combination of a parallel link mechanism and a cylinder device. The outer box 3 is provided. Outer box 3
Has a rectangular parallelepiped shape that is long in the width direction of the track 1, and has a lower portion opened. As shown in FIG. 2, the upper plate 4 of the outer box 3 is disposed slightly below the upper end of the outer box 3 and is screwed to both side plates 5 and 6 of the outer box 3. As a result, the recess 7 is formed in the upper portion of the outer box 3.

【0014】凹部7には、トラック1の幅方向に沿って
延びる通水管8,9がトラック1の前後方向に互いに離
間して配置されている。通水管8,9はそれぞれ複数の
Uボルト10によって上板4に固定されている。また、
通水管8,9の両端部は、連結管8a,8bによって連
結されて長方形の枠状とされている。尚、図2では一端
側の連結管8aのみを図示して連結管8bの図示を省略
してある。図2及び図3に示すように、通水管8の下側
部には、高圧水を噴射する複数の噴射ノズル11(第1
の噴射ノズル)が通水管8の軸方向に沿って等間隔で設
けられている。一方、通水管9の下側部にも、高圧水を
噴射する複数の噴射ノズル12(第2の噴射ノズル)が
噴射ノズル11に対向して通水管9の軸方向に沿って等
間隔で設けられている。また、通水管8a,8bにも高
圧水を噴射する噴射ノズル12a,12bがそれぞれ設
けられている。
In the recess 7, water pipes 8 and 9 extending along the width direction of the track 1 are arranged apart from each other in the front-back direction of the track 1. The water pipes 8 and 9 are fixed to the upper plate 4 by a plurality of U bolts 10. Also,
Both ends of the water pipes 8 and 9 are connected by connecting pipes 8a and 8b to form a rectangular frame shape. In FIG. 2, only the connecting pipe 8a on one end side is shown and the connecting pipe 8b is not shown. As shown in FIG. 2 and FIG. 3, a plurality of injection nozzles 11 (first
Injection nozzles) are provided at equal intervals along the axial direction of the water pipe 8. On the other hand, a plurality of jet nozzles 12 (second jet nozzles) for jetting high-pressure water are provided on the lower side of the water pipe 9 so as to face the jet nozzle 11 at equal intervals along the axial direction of the water pipe 9. Has been. Further, water jets 8a and 8b are also provided with jet nozzles 12a and 12b for jetting high-pressure water, respectively.

【0015】噴射ノズル11,12,12a,12b
は、上板4を貫通して上板4より下方に突出配置されて
排水性舗装aの表面hに指向している。噴射ノズル1
1,12の指向方向の各延長線X1 ,X2 は、図3に示
すように、舗装表面hより下方で交差するようにされて
いる。ここで、本実施例では、各延長線X1 ,X2 の交
点Pを通る鉛直線Gと延長線X1 とのなす角度をθ1
該鉛直線Gと延長線X2 とのなす角度をθ2 とした場合
に、θ1 =θ2 ≒30°〜75°の範囲とし、また、延
長線X1 と舗装表面hとの交点P1 (噴射ノズル11か
ら噴射された高圧水の舗装表面hへの衝突位置)と、延
長線X2 と舗装表面hとの交点P2 (噴射ノズル12か
ら噴射された高圧水の舗装表面hへの衝突位置)との間
隔Wを50mm程度とするが、必ずしもこれらに限定す
るものではなく、各数値(θ1 ,θ2 ,Wの値)を適宜
調整可能とする。
Injection nozzles 11, 12, 12a, 12b
Are arranged so as to penetrate through the upper plate 4 and project downward from the upper plate 4, and are directed to the surface h of the drainage pavement a. Injection nozzle 1
As shown in FIG. 3, the extension lines X 1 and X 2 of the directivity directions of 1 and 12 intersect below the pavement surface h. Here, in the present embodiment, the angle between the vertical line G passing through the intersection point P of the extension lines X 1 and X 2 and the extension line X 1 is θ 1 ,
When the angle between the vertical line G and the extension line X 2 is θ 2 , θ 1 = θ 2 ≈30 ° to 75 °, and the intersection P between the extension line X 1 and the pavement surface h. 1 (the collision position of the high-pressure water jetted from the jet nozzle 11 to the pavement surface h) and the intersection point P 2 of the extension line X 2 and the pavement surface h (to the pavement surface h of the high-pressure water jetted from the jet nozzle 12) The distance W from the collision position) is set to about 50 mm, but the distance W is not necessarily limited to these values, and the respective numerical values (values of θ 1 , θ 2 , W) can be appropriately adjusted.

【0016】各通水管8,9の中央部には、図2に示す
ように、それぞれ通水管9a,9bの下端が接続されて
いる。通水管9a,9bは、上方に延出したのち互いに
内方に接近して各他端が分岐箱13を介して合流してい
る。分岐箱13の上面には、高圧水ホース9cの一端が
接続されており、該高圧水ホース9cの他端は後述する
高圧水ポンプ14に接続されている(図1参照)。
As shown in FIG. 2, the lower ends of the water pipes 9a and 9b are connected to the central portions of the water pipes 8 and 9, respectively. The water flow pipes 9 a and 9 b extend upward and then approach each other inwardly, and the other ends thereof join together via a branch box 13. One end of a high-pressure water hose 9c is connected to the upper surface of the branch box 13, and the other end of the high-pressure water hose 9c is connected to a high-pressure water pump 14 described later (see FIG. 1).

【0017】上板4の下方の交点P1 とP2 との間に
は、下方に向けて拡がる略扇状の吸引ダクト15が外箱
3の長手方向に沿って二箇所配置されている。吸引ダク
ト15は、舗装表面hに浮上した土砂や粉塵等の目詰ま
り物を該舗装表面hに噴射された水と共に吸引回収する
ものである。本実施例では、吸引ダクト15の吸引口1
6を交点P1 とP2 の間において舗装表面hから10〜
20mm上方の位置に外箱3の長手方向に沿って開口さ
せているが、必ずしもこれに限定されない。
Between the lower intersections P 1 and P 2 of the upper plate 4, two substantially fan-shaped suction ducts 15 are arranged along the longitudinal direction of the outer box 3 and spread downward. The suction duct 15 sucks and collects clogging materials such as earth and sand and dust floating on the pavement surface h together with water sprayed on the pavement surface h. In the present embodiment, the suction port 1 of the suction duct 15
6 from the pavement surface h between the intersection points P 1 and P 2
Although it is opened at a position 20 mm above along the longitudinal direction of the outer box 3, the invention is not necessarily limited to this.

【0018】吸引口16には、図4に示すように、該吸
引口16を交点P1 側と交点P2 側とに仕切る仕切り板
19がブラケット20を介してネジ止め固定されてい
る。仕切り板19は、例えばゴム製の板材等で形成され
ており、その先端部が吸引口16から下方に適宜の長さ
突出されて舗装表面hを向いている。また、各吸引ダク
ト15の上部には、図1及び図3に示すように、吸引ホ
ース17の一端がそれぞれ接続されており、吸引ホース
17の他端は後述するレシーバータンク18に接続され
ている。外箱3の両側板5,6には、図2及び図3に示
すように、ぞれぞれキャスター21,22が外箱3の長
手方向に互いに離間して取り付けられている。また、外
箱3の下部には、該外箱3の下部をシールするシールラ
バー23が外箱3の下部から下方に突出した状態で該外
箱3の周方向全周に沿って取り付けられている。尚、キ
ャスター21,22の接地面とシールラバー23の下端
は略同一レベルとされている。
As shown in FIG. 4, a partition plate 19 for partitioning the suction port 16 into the intersection P 1 side and the intersection P 2 side is fixed to the suction port 16 with a bracket 20 by screws. The partition plate 19 is formed of, for example, a rubber plate material or the like, and its tip end is protruded downward from the suction port 16 by an appropriate length to face the pavement surface h. As shown in FIGS. 1 and 3, one end of a suction hose 17 is connected to the upper portion of each suction duct 15, and the other end of the suction hose 17 is connected to a receiver tank 18 described later. . As shown in FIGS. 2 and 3, casters 21 and 22 are attached to both side plates 5 and 6 of the outer case 3 in the longitudinal direction of the outer case 3 so as to be separated from each other. A seal rubber 23 for sealing the lower portion of the outer casing 3 is attached to the lower portion of the outer casing 3 along the entire circumference of the outer casing 3 in a state of protruding downward from the lower portion of the outer casing 3. There is. The ground surfaces of the casters 21 and 22 and the lower end of the seal rubber 23 are at substantially the same level.

【0019】運搬用トラック1の荷台1aには、図5に
示すように、後方から前方にかけてレシーバータンク1
8、水タンク24及びエンジン25が順次並設されてい
る。レシーバータンク18の上部には、真空ポンプ26
及び該真空ポンプ26を駆動させる真空ポンプ用油圧モ
ータ27が取り付けられている。また、レシーバータン
ク18には、上述した吸引ホース17の他端が接続され
ている。
As shown in FIG. 5, the carrier 1a of the transport truck 1 has a receiver tank 1 from the rear to the front.
8, the water tank 24 and the engine 25 are sequentially arranged in parallel. On top of the receiver tank 18, a vacuum pump 26
Also, a vacuum pump hydraulic motor 27 for driving the vacuum pump 26 is attached. Moreover, the other end of the suction hose 17 described above is connected to the receiver tank 18.

【0020】水タンク24の下部両側には、再生水用ポ
ンプ28及び高圧水ポンプ14が取り付けられている。
再生水用ポンプ28には該ポンプ28を駆動させる再生
水用ポンプ用油圧モータ30が取り付けられ、また、該
ポンプ28とレシーバタンク18との間にはフィルター
28aが介在されている。高圧水ポンプ14には該ポン
プ14を駆動させる高圧水ポンプ用油圧モータ31が取
り付けられ、また、高圧水ポンプ14には上述した高圧
水ホース9cの他端が接続されている。水タンク24に
は給水車32から給水管33を介して水が給水されるよ
うになっている。
A regeneration water pump 28 and a high-pressure water pump 14 are attached to both sides of the lower portion of the water tank 24.
A regenerative water pump hydraulic motor 30 for driving the pump 28 is attached to the reclaimed water pump 28, and a filter 28 a is interposed between the pump 28 and the receiver tank 18. A high-pressure water pump hydraulic motor 31 for driving the high-pressure water pump 14 is attached to the high-pressure water pump 14, and the high-pressure water pump 14 is connected to the other end of the high-pressure water hose 9c described above. Water is supplied to the water tank 24 from a water truck 32 through a water supply pipe 33.

【0021】エンジン25には、該エンジン25からの
動力伝達により真空ポンプ用油圧モータ27に作動油を
供給する真空ポンプ用油圧ポンプ34と、該エンジン2
5からの動力伝達によりそれぞれ再生水用ポンプ用油圧
モータ30及び高圧水ポンプ用油圧モータ31に作動油
を供給する水ポンプ用油圧ポンプ35とが取り付けられ
ている。水ポンプ用油圧ポンプ35と、再生水用ポンプ
用油圧モータ30及び高圧水ポンプ用油圧モータ31と
の間には、作動油の供給を制御する油圧制御弁36が介
在されている。
A vacuum pump hydraulic pump 34 for supplying hydraulic oil to the vacuum pump hydraulic motor 27 by power transmission from the engine 25, and the engine 2
A hydraulic pump for water pump 30 and a hydraulic pump for water pump 35, which supply hydraulic oil to the hydraulic motor 30 for reclaimed water pump and the hydraulic motor 31 for high-pressure water pump, respectively, are attached by power transmission from 5. A hydraulic control valve 36 that controls the supply of hydraulic oil is interposed between the water pump hydraulic pump 35 and the reclaimed water pump hydraulic motor 30 and the high-pressure water pump hydraulic motor 31.

【0022】次に、かかる除去装置の作動を説明する。
図1に示すように、運搬用トラック1の後部に除去装置
を連結して排水性舗装aの道路を牽引進行しつつエンジ
ン25を駆動させると、エンジン25の動力が水ポンプ
用油圧ポンプ35、高圧水ポンプ用油圧モータ31を介
して高圧水ポンプ14に伝達され、該高圧水ポンプ14
が水タンク24内の水を高圧水ホース9c、分岐箱13
及び通水管9a,9bを介して通水管8,9ひいては連
結管8a,8bに送水する。これにより、噴射ノズル1
1,12,12a,12bから高圧水(本実施例では噴
射圧力を50〜60kg/cm2 とする。)が舗装表面
hに向けて噴射される。
Next, the operation of the removing device will be described.
As shown in FIG. 1, when the engine 25 is driven while the removal device is connected to the rear part of the transportation truck 1 and the road of the drainage pavement a is being towed, the power of the engine 25 is the hydraulic pump 35 for the water pump, The high pressure water pump 14 is transmitted to the high pressure water pump 14 via the high pressure water pump hydraulic motor 31.
Uses the water in the water tank 24 for the high pressure water hose 9c and the branch box 13
Water is also supplied to the water pipes 8 and 9 and the connecting pipes 8a and 8b through the water pipes 9a and 9b. Thereby, the injection nozzle 1
High-pressure water (in this embodiment, the injection pressure is set to 50 to 60 kg / cm 2 ) is injected from 1, 12, 12 a, 12 b toward the pavement surface h.

【0023】この時、噴射ノズル11,12の指向方向
の各延長線X1 ,X2 は、舗装表面hより下方で交差す
るようにされており、しかも、排水性舗装aの基層dは
非通水性とされているため、噴射ノズル11(又は噴射
ノズル12)から噴射された高圧水によって排水性舗装
aの空隙eの目詰まり物に作用する圧力は、噴射ノズル
12(又は噴射ノズル11)から噴射された高圧水の圧
力によって上方以外の逃げ場を失い、この結果、各噴射
ノズル11,12から噴射された高圧水の圧力が目詰ま
り物を舗装表面hに押し上げるように作用する(図6参
照)。これにより、排水性舗装aの空隙eに詰まった土
砂や粉塵等の目詰まり物が水と共に舗装表面hに浮き上
がって該空隙eから除去される。
At this time, the respective extension lines X 1 and X 2 in the directing directions of the injection nozzles 11 and 12 are made to intersect below the pavement surface h, and the base layer d of the drainage pavement a is not intersected. Since it is water-permeable, the pressure acting on the clogging of the void e of the drainage pavement a by the high-pressure water jetted from the jet nozzle 11 (or the jet nozzle 12) is the jet nozzle 12 (or the jet nozzle 11). The pressure of the high-pressure water injected from the above causes the escape areas other than above to be lost, and as a result, the pressure of the high-pressure water injected from each of the injection nozzles 11 and 12 acts to push up the clogging material to the pavement surface h (FIG. 6). reference). As a result, the clogging material such as earth and sand or dust that is clogged in the void e of the drainage pavement a floats on the pavement surface h together with water and is removed from the void e.

【0024】また、連結管8a,8bに設けられた噴射
ノズル12a,12bは、排水性舗装aの道路の幅方向
両側から舗装表面hに向けて高圧水を噴射するため、舗
装表面hに浮き上がった目詰まり物と水との混合水が道
路の幅方向両側に向けて流れ出すのを防止する役割を果
たす。そして、空隙eから舗装表面hに浮き上がった目
詰まり物と水との混合水は、吸引ダクト15の吸引口1
6から吸引されて吸引ホース17を介してレシーバータ
ンク18に回収される。吸引口16への吸引力の付与
は、エンジン25の動力が真空ポンプ用油圧ポンプ34
から真空ポンプ用油圧モータ27を介して真空ポンプ2
6に伝達されて該真空ポンプ26が駆動されることによ
りなされる。そして、このように噴射ノズル11から噴
射された高圧水の舗装表面hへの衝突位置P1 と、噴射
ノズル12から噴射された高圧水の舗装表面hへの衝突
位置P2 との間に吸引ダクト15の吸引口16を臨ませ
ることにより、舗装表面hに浮き上がった目詰まり物と
水との混合水を迅速かつ効率よく吸引回収することがで
きる。
Further, since the injection nozzles 12a, 12b provided on the connecting pipes 8a, 8b inject high-pressure water toward the pavement surface h from both sides of the drainage pavement a in the width direction of the road, they float on the pavement surface h. It plays the role of preventing the mixed water of the clogging material and water from flowing out toward both sides in the width direction of the road. Then, the mixed water of the clogging material and the water that has floated up from the void e to the pavement surface h is the suction port 1 of the suction duct 15.
It is sucked from 6 and collected in the receiver tank 18 via the suction hose 17. The power of the engine 25 is applied to the suction port 16 by applying the suction force to the vacuum pump hydraulic pump 34.
From the vacuum pump 2 via the vacuum pump hydraulic motor 27
6 by driving the vacuum pump 26. Then, suction is performed between the collision position P 1 of the high-pressure water sprayed from the spray nozzle 11 on the pavement surface h and the collision position P 2 of the high-pressure water sprayed from the spray nozzle 12 on the pavement surface h. By allowing the suction port 16 of the duct 15 to face, the mixed water of the clogging material floating on the pavement surface h and water can be sucked and collected quickly and efficiently.

【0025】また、吸引口16から目詰まり物を水と共
に吸引する際には、噴射ノズル11,12から舗装表面
hに噴射された高圧水の噴射圧力によって目詰まり物等
が周囲に飛散するおそれがあるが、本実施例では吸引口
16に設けられた仕切り板19によって該飛散が阻止さ
れるので、舗装表面hに浮き上がった目詰まり物と水と
の混合水をより効果的にレシーバータンク18に吸引回
収することができる。
Further, when the clogging matter is sucked from the suction port 16 together with water, the clogging matter may be scattered around by the jetting pressure of the high-pressure water jetted from the jetting nozzles 11 and 12 onto the pavement surface h. However, in this embodiment, since the partition plate 19 provided at the suction port 16 prevents the scattering, the mixed water of the clogging material and the water floating on the pavement surface h can be more effectively received by the receiver tank 18. Can be collected by suction.

【0026】レシーバータンク18に吸引回収された目
詰まり物と水との混合水は、再生水用ポンプ28の駆動
によりレシーバータンク18からフィルタ28aを通っ
て濾過されたのち水タンク24に供給されて再利用され
る。再生水用ポンプ28の駆動は、エンジン25の動力
が水ポンプ用油圧ポンプ35から再生水用ポンプ用油圧
モータ30を介して伝達されることによりなされる。
尚、再生水用ポンプ28の駆動は、レシーバータンク1
8あるいは水タンク24に設けられた図示しない水位セ
ンサ等の検出値に応じて油圧制御弁36によって制御さ
れるようになっている。
The mixed water of the clogging material and water sucked and collected in the receiver tank 18 is filtered from the receiver tank 18 through the filter 28a by the drive of the reclaimed water pump 28, and then supplied to the water tank 24 to be reused. Used. The regeneration water pump 28 is driven by the power of the engine 25 being transmitted from the water pump hydraulic pump 35 via the regeneration water pump hydraulic motor 30.
The regenerator pump 28 is driven by the receiver tank 1
8 or a hydraulic control valve 36 according to a detection value of a water level sensor (not shown) provided in the water tank 24.

【0027】尚、上記実施例では、排水性舗装に本発明
の除去装置を適用した場合を例に採ったが、これに限定
されず、透水性舗装にも本発明の装置を適用してもよ
い。
In the above embodiment, the case where the removing apparatus of the present invention is applied to drainage pavement is taken as an example, but the present invention is not limited to this, and the apparatus of the present invention is also applied to water-permeable pavement. Good.

【0028】[0028]

【発明の効果】上記の説明から明らかなように、請求項
1又は3の発明によれば、両方向から噴射された圧力水
の圧力によって空隙の目詰まり物を舗装表面に押し上げ
るようにしているので、該圧力を目詰まり物に対して有
効に作用させることができ、目詰まり物の除去能力の向
上を図ることができるという効果が得られる。
As is apparent from the above description, according to the invention of claim 1 or 3, the pressure of the pressure water injected from both directions pushes up the clogging material in the voids to the pavement surface. The effect that the pressure can be effectively applied to the clogging matter and the ability to remove the clogging matter can be improved is obtained.

【0029】請求項2又は4記載の発明では、請求項1
又は3の発明に加えて、舗装表面に浮き上がった目詰ま
り物と水との混合水を吸引回収することによって、目詰
まり物の除去能力のより向上を図ることができるという
効果が得られる。請求項5記載の発明では、請求項4の
発明に加えて、仕切り板を、吸引口から下方に突出させ
て設けることによって、舗装表面に浮き上がった目詰ま
り物と水との混合水の周辺への飛散を防止することがで
きるので、目詰まり物と水との混合水をより効果的に吸
引回収することができるという効果が得られる。
According to the invention described in claim 2 or 4,
In addition to the invention of 3 or 3, by suctioning and collecting the mixed water of the clogging material floating on the pavement surface and the water, the effect of further improving the clogging matter removing ability can be obtained. According to the invention of claim 5, in addition to the invention of claim 4, the partition plate is provided so as to project downward from the suction port, so that the clogging material floated on the pavement surface and the water around the mixed water. Since it is possible to prevent the scattering of water, it is possible to obtain the effect that the mixed water of the clogging material and water can be sucked and collected more effectively.

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

【図1】本発明の一実施例である排水性舗装の目詰まり
物の除去装置を車両の後部に取り付けた状態の概略側面
図である。
FIG. 1 is a schematic side view of a state where a device for removing clogging of drainage pavement according to an embodiment of the present invention is attached to a rear portion of a vehicle.

【図2】該除去装置の一部を破断した斜視図である。FIG. 2 is a perspective view in which a part of the removing device is cut away.

【図3】図2の−線断面図である。FIG. 3 is a sectional view taken along line − in FIG. 2;

【図4】図3の部分詳細図である。FIG. 4 is a partial detailed view of FIG.

【図5】該除去装置を説明するための説明図である。FIG. 5 is an explanatory diagram for explaining the removing device.

【図6】該除去装置の作用を説明するための概略図であ
る。
FIG. 6 is a schematic view for explaining the operation of the removing device.

【図7】排水性舗装を説明するための概略断面図であ
る。
FIG. 7 is a schematic cross-sectional view for explaining drainage pavement.

【図8】従来の除去装置を説明するための概略図であ
る。
FIG. 8 is a schematic view for explaining a conventional removing device.

【符号の説明】[Explanation of symbols]

a…排水性舗装 h…舗装表面 e…空隙 X1 ,X2 …延長線 11…第1の噴射ノズル 12…第2の噴射ノズル 15…吸引ダクト 16…吸引口 19…仕切り板a ... Drainage pavement h ... Pavement surface e ... Void X 1 , X 2 ... Extension line 11 ... First injection nozzle 12 ... Second injection nozzle 15 ... Suction duct 16 ... Suction port 19 ... Partition plate

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 舗装表面に圧力水を噴射しこの噴射圧力
により舗装の空隙に詰まった目詰まり物を前記舗装表面
に浮き上がらせて除去する方法において、二方向から前
記舗装表面に圧力水を噴射し、両方向から前記舗装表面
に噴射される圧力水の噴射方向の各延長線を前記舗装表
面より下方で交差させるようにしたことを特徴とする舗
装の目詰まり物の除去方法。
1. A method of ejecting pressured water onto a pavement surface, and removing the clogging material clogged in the pavement voids by the jetting pressure so as to float on the pavement surface and remove the pressured water from two directions. A method for removing clogging of a pavement is characterized in that extension lines of a direction of injection of pressure water jetted from both directions to the pavement surface are made to intersect below the pavement surface.
【請求項2】 前記舗装表面に浮き上がった目詰まり物
と水との混合水を前記各延長線の交差位置の上方で吸引
回収することを特徴とする請求項1記載の舗装の目詰ま
り物の除去方法。
2. The clogging material of the pavement according to claim 1, wherein the mixed water of the clogging material floating on the pavement surface and water is suctioned and collected above the intersection of the extension lines. Removal method.
【請求項3】 舗装表面に圧力水を噴射する噴射手段を
備え、該噴射手段による圧力水の噴射圧力により舗装の
空隙に詰まった目詰まり物を前記舗装表面に浮き上がら
せて除去する装置において、前記噴射手段は、一方向か
ら前記舗装表面に指向して配置された第1の噴射ノズル
と、他方向から前記舗装表面に指向して配置された第2
の噴射ノズルとを備え、該第1及び第2の噴射ノズルの
指向方向の各延長線を前記舗装表面より下方で交差させ
たことを特徴とする舗装の目詰まり物の除去装置。
3. An apparatus comprising: a spraying means for spraying pressured water onto the pavement surface, and removing the clogging material clogged in the voids of the pavement by the spraying pressure of the pressured water by the spraying means. The jetting means includes a first jet nozzle arranged to face the pavement surface from one direction and a second jet nozzle arranged to face the pavement surface from another direction.
The spraying nozzle according to claim 1, wherein the extension lines of the first and second spraying nozzles in the directing direction intersect below the surface of the pavement.
【請求項4】 前記第1の噴射ノズルから噴射された圧
力水が前記舗装表面に衝突する位置と、前記第2の噴射
ノズルからの噴射された圧力水が前記舗装表面に衝突す
る位置との間に吸引口を臨ませて配置された吸引ダクト
を備えたことを特徴とする請求項3記載の舗装の目詰ま
り物の除去装置。
4. A position where the pressure water sprayed from the first spray nozzle collides with the pavement surface and a position where the pressure water sprayed from the second spray nozzle collides with the pavement surface. The device for removing clogging of a pavement according to claim 3, further comprising a suction duct disposed so as to face the suction port.
【請求項5】 前記吸引口を前記第1の噴射ノズル側と
第2の噴射ノズル側とに仕切る仕切り板を、前記吸引口
から下方に突出させて設けたことを特徴とする請求項4
記載の舗装の目詰まり物の除去装置。
5. A partition plate for partitioning the suction port into the first jet nozzle side and the second jet nozzle side is provided so as to project downward from the suction port.
A device for removing clogging of pavement as described.
JP31072794A 1994-12-14 1994-12-14 Pavement clogging removal device Expired - Fee Related JP3687752B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31072794A JP3687752B2 (en) 1994-12-14 1994-12-14 Pavement clogging removal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31072794A JP3687752B2 (en) 1994-12-14 1994-12-14 Pavement clogging removal device

Publications (2)

Publication Number Publication Date
JPH08165622A true JPH08165622A (en) 1996-06-25
JP3687752B2 JP3687752B2 (en) 2005-08-24

Family

ID=18008754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31072794A Expired - Fee Related JP3687752B2 (en) 1994-12-14 1994-12-14 Pavement clogging removal device

Country Status (1)

Country Link
JP (1) JP3687752B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325536A (en) * 2004-05-12 2005-11-24 Taiyu Kensetsu Co Ltd Asphalt material and asphalt pavement body
JP2007186912A (en) * 2006-01-13 2007-07-26 Doro Hozen Gijutsu Center Road surface cleaning apparatus and road surface cleaning method
KR101131515B1 (en) * 2011-08-05 2012-04-04 (주)동영이엔씨 A water jet apparatudevice for removing road lane or protecting slip of road
CN110777708A (en) * 2019-11-13 2020-02-11 华南理工大学广州学院 Cleaning method of tunnel cleaning machine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325536A (en) * 2004-05-12 2005-11-24 Taiyu Kensetsu Co Ltd Asphalt material and asphalt pavement body
JP2007186912A (en) * 2006-01-13 2007-07-26 Doro Hozen Gijutsu Center Road surface cleaning apparatus and road surface cleaning method
KR101131515B1 (en) * 2011-08-05 2012-04-04 (주)동영이엔씨 A water jet apparatudevice for removing road lane or protecting slip of road
CN110777708A (en) * 2019-11-13 2020-02-11 华南理工大学广州学院 Cleaning method of tunnel cleaning machine

Also Published As

Publication number Publication date
JP3687752B2 (en) 2005-08-24

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