JP3579401B2 - Road groove formation method - Google Patents
Road groove formation method Download PDFInfo
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- JP3579401B2 JP3579401B2 JP2002076722A JP2002076722A JP3579401B2 JP 3579401 B2 JP3579401 B2 JP 3579401B2 JP 2002076722 A JP2002076722 A JP 2002076722A JP 2002076722 A JP2002076722 A JP 2002076722A JP 3579401 B2 JP3579401 B2 JP 3579401B2
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- Grinding And Polishing Of Tertiary Curved Surfaces And Surfaces With Complex Shapes (AREA)
- Finish Polishing, Edge Sharpening, And Grinding By Specific Grinding Devices (AREA)
Description
【0001】
【発明の属する技術分野】
本発明は、コンクリート製又はアスファルト製の舗装路面に連続的な複数の溝条を並行に形成する路面溝条形成法に関する。
【0002】
【従来の技術】
降雨時に車両及び航空機が高速で路面上を走行すると、路面とタイヤとの間に形成される水膜によって、タイヤが浮いて路面に直接接触せず、ブレーキもハンドルも効かない制御不能状態となるハイドロプレーニング現象が発生する。空港での航空機のハイドロプレーニング現象による事故及びスリップ事故を防止して航空機の離着陸の滑走距離を減少させるために、舗装路面に複数の溝条を形成するグルービング(安全溝)工法がアメリカで考案された。近年日本国内の一般道路、高速道路又は空港の滑走路等でも急速にグルービング工法が普及している。グルービング工法によって、路面の長さ方向又は幅方向に連続的な複数の溝条を並行に形成すると、タイヤと路面との摩擦力増加に伴うスリップ事故の防止、制動距離の短縮化、カーブでは操縦安定性向上、路面の排水性の向上及び凍結防止、雨天時の横滑り防止を図ることができ、事故防止に優れた効果を発揮する。また、グルービング工法では、路面の異なる状況及び環境、予想される事故の種類に応じて、溝条の幅、深さ、溝ピッチの組み合わせを適宜変更して、多様な溝条パターンを路面に形成することができる。また、最近では、舗装を行なった商店街の歩道及び通路に、縦及び横のマス目状に溝条を形成して、舗装面を一見タイル貼りの様に見せて、歩行を容易にするグルービングも施工されている。
【0003】
図10に示すように、グルービングを行うブレード組立体(30)は同一の外径を有する複数の研削ブレード(31)と、研削ブレード(31)間に配置されるスペーサ(32)とをシャフト(33)に装着して、研削ブレード(31)をシャフト(33)上に一定間隔で固定した構造を有する。ブレード組立体(30)は図示しないフレームに回転可能に取り付けられ、フレームは、複数の車輪を有する移動可能な研削装置に垂直方向に調節可能に取り付けられる。フレーム上でブレード組立体(30)を一体回転させながら、路面(20)に接触させる研削ブレード(31)によって、溝条(21)を路面(20)に連続的に形成することができる。
【0004】
【発明が解決しようとする課題】
1度グルービングを行った路面でも路面上を通過する車輌のタイヤとの接触及び摩耗により、図11に示すように、数年後には溝条(21)が圧潰され又は損耗すると共に、タイヤ又は路面の摩耗屑(24)、砂又はアスファルト片等が研削溝内に堆積し、溝条(21)本来の機能が減殺され又は消失する。そこで再びグルービングを行う必要があるが、1度グルービングを行った路面(20)に更にグルービングを行うと、図12に示すように、既存の溝条(21)又はグルービング痕を有する路面(20)に新たな溝条(21)が重複して段差状又は不規則な溝間隔で形成される。
【0005】
また、舗装路面には、時間の経過と共に車両の通行に伴う凹凸、亀裂、轍、目地付近の段差が形成され、このような不陸の路面(20)にグルービングを行うと、図13に示すように、路面(20)の平坦面には溝条(21)が形成されても凹面にはグルービング装置の研削ブレード(31)が届かず、充分に溝条(21)を形成できない難点がある。
【0006】
従って、グルービング痕、不陸を有する路面(20)では、既存の路面(20)上にコンクリート又はアスファルトを重ねて塗るオーバーレイ又は路面の表層を除去する路面表層除去法を施す必要がある。現在最も普及している路面修復法であるオーバーレイ工法では、コンクリート又はアスファルトにより不陸を埋めて平坦な路面(20)に修復した後、グルービングを行えば所望の溝条を形成できる。しかしながら、オーバーレイ工法では、重ね塗りしたコンクリート又はアスファルトが乾燥硬化するまで路面の交通を中止しなければならないため、施工期間も長く建設コストも高くなる。また、コンクリート又はアスファルトの重ね塗りにより形成される表皮層が薄いと、表皮層の剥離又は亀裂が発生し、逆に表皮層が厚いと、排水性の低下又は流去溜りが減少するなど多くの欠点がある。
【0007】
これに対し、嵩上げせずに、損傷した凹凸のある路面(20)の表面を薄く研削して路面(20)を平坦に修復する路面表層除去法は、グラインディング工法と呼ばれ、欧米では1980年代より導入されている。路面表層除去法に使用する路面の表層除去装置は、グルービング装置と同様の駆動装置を使用するが、図10に示すブレード組立体(30)に比べ、隣り合うブレード間の間隔が小さくかつ研削深さも浅く細い幅の直線縞状に路面を研削する。また、隣り合う研削溝間には、ブレード間に配置されるスペーサに対応して未研削の線状舗装面が路面に残り、直線縞状の鋭い凹凸によってスリップ防止効果を発揮する。路面表層除去法は、コンクリート又はアスファルトによって新規舗装を行うオーバーレイとは異なり、研削のみによって路面を再生することができる。しかしながら、路面表層除去法により路面に形成される溝条は比較的浅いため、短期間で摩滅又は圧潰して本来の機能が低下する上、空港滑走路又は高速道路のように、高速で走行する航空機又は車両のスリップ事故及びハイドロプレーニング現象を確実に抑制し、防止するには、路面表層除去法のみでは不十分であり、路面の表層除去とグルービングとを施工しなければならない。しかしながら、現在では、路面の表層除去及びグルービングを施すには、路面の表層除去装置により路面(20)を研削した後、グルービング装置により路面(20)に溝条を形成するしかなく、施工期間の長期化及び高コスト化となる。
【0008】
従って、本発明は、路面の表層除去及びグルービングを路面に同時に施す路面溝条形成法を提供することを目的とする。
【0009】
【課題を解決するための手段】
車両又は航空機のタイヤが接触する路面(20)に複数の溝条(21)を形成して、タイヤと路面との摩擦力を増加させるグルービング工法において、本発明による路面溝条形成法は、同一の外径を有する複数の浅削ブレード(1)及び浅削ブレード(1)より大きい直径を有する複数の深削ブレード(2)とを同一のシャフト(3)に規則的に取り付けてブレード組立体(4)を形成する過程と、ブレード組立体(4)を一体回転可能にフレーム(12)に取り付ける過程と、浅削ブレード(1)と深削ブレード(2)とを路面(20)に接触させて、ブレード組立体(4)を回転させながら、シャフト(3)に対して直角にフレーム(12)を移動させる過程とを含み、浅削ブレード(1)と深削ブレード(2)とにより研削面(22)と溝条(21)とを路面(20)に同時に形成する。
【0010】
これにより、路面(20)の表面に形成されたクラック、水溜り、凹凸等の不陸、目地付近の段差又は轍を除去し、路面(20)を平坦に再生することができ、研削面(22)と溝条(21)とにより路面(20)の排水及びスリップ防止を図ることができる。
【0011】
【発明の実施の形態】
以下、本発明による路面溝条形成法の実施の形態を図1〜図9に基づいて説明する。
【0012】
図1及び図2に示すように、本発明に使用するブレード組立体(4)は、同一の外径を有する複数枚の浅削ブレード(1)と、浅削ブレード(1)より大きい直径を有する複数枚の深削ブレード(2)と、浅削ブレード(1)と深削ブレード(2)とを取り付けるシャフト(3)とを備えている。図示の実施の形態では、8枚の浅削ブレード(1)と1枚の深削ブレード(2)を1セットとして、複数のセットを一列に配置し、浅削ブレード(1)と深削ブレード(2)の各々に形成された中心孔(6)に同一のシャフト(3)が挿通される。また、浅削ブレード(1)と深削ブレード(2)の各々に同一円周上に形成された貫通孔(7)にロッド(8)を挿通してナット(9)によりロッド(8)を取り付けて、ブレード組立体(4)は強固に一体に形成される。また、シャフト(3)に固定されたキー(25)により浅削ブレード(1)と深削ブレード(2)はシャフト(3)に一体回転可能に取り付けられ、直径の大きい深削ブレード(2)は、浅削ブレード(1)の外周部から径方向に不連続に突出する。
【0013】
図3に示すように、ブレード組立体(4)を備えたグルービング装置(10)は、複数の車輪(13)上に懸架されたシャーシ(11)と、シャーシ(11)上に設けられかつ車輪(13)に作動連結された動力装置(14)と、シャーシ(11)上に取り付けられたフレーム(12)と、フレーム(12)により回転可能に支持されたシャフト(3)を有するブレード組立体(4)と、ブレード組立体(4)を回転する回転駆動装置(16)とを備える。ブレード組立体(4)のシャフト(3)を回転駆動装置(16)に作動連結してブレード組立体(4)を回転させながら、浅削ブレード(1)と深削ブレード(2)とを路面(20)に接触させて、図1及び図4に示すように、研削面(22)と溝条(21)とを路面(20)に同時にかつ連続的に形成できる。隣り合う浅削ブレード(1)の先端チップ(1a)間に間隙(1b)を設けるため、間隙(1b)に対応して、隣り合う研削面(22)間に突条(23)が形成される。図5に示すように、隣り合う浅削ブレード(1)間及び深削ブレード(2)間にスペーサ(5)を配置して、シャフト(3)に一体に固定することができる。更に、図6に示すように、隣り合う幅広の浅削ブレード(1)間に深削ブレード(2)を交互に配置してブレード組立体(4)を構成すると、路面(20)上に突条(23)が形成されない。
【0014】
また、昇降装置(15)によりシャーシ(11)に対してフレーム(12)の垂直高さを調整し、フレーム(12)の垂直高さを変化させてブレード組立体(4)の研削深さを変えられるので、不陸を有する路面(20)に対し昇降装置(15)によりブレード組立体(4)を十分に下降させて、不陸の最低面又はこれより深くかつ平坦に路面(20)を研削することができる。
【0015】
また、図8に示す小型のグルービング装置(10)は、複数の車輪(13)上に懸架されたシャーシ(11)と、シャーシ(11)上に設けられかつ車輪(13)に作動連結された動力装置(14)と、シャーシ(11)により回転可能に支持されたシャフト(3)と、動力装置(14)に接続されかつシャフト(3)を回転する回転駆動装置(16)とを備え、図3に示すグルービング装置(10)と同様のブレード組立体(4)がシャフト(3)に取り付けられる。小型のグルービング装置(10)では、フレームはシャーシ(11)と一体に形成され、車輪(13)を支点としてグルービング装置(10)全体を斜めに傾斜させてブレード組立体(4)を路面(20)に接触させて、研削面(22)及び溝条(21)を路面(20)に形成できるので、昇降装置(15)を必要としない。また、グルービング装置(10)では、動力装置(14)から独立した別の回転駆動装置(16)を搭載せずに動力装置(14)によりシャフト(3)を回転させても良い。
【0016】
また、路面(20)の研削時に発生する浅削ブレード(1)及び深削ブレード(2)の摩擦熱の上昇を抑制すると共に、研削面での潤滑剤となる冷却水を浅削ブレード(1)及び深削ブレード(2)に供給する給水装置を設けても良く、更に、コンクリート又はアスファルトの研削屑を回収する図示しない回収装置を設けても良い。
【0017】
コンクリート製又はアスファルト製の路面を研削する浅削ブレード(1)及び深削ブレード(2)は、通常のグルービング装置又は路面の表層除去装置に使用される研削刃と同様の方法で製造され、図9に示すように、中心孔(6)が形成された薄い円形板(17)と、円形板(17)の外周に一定の角度間隔で溶接された多数の円弧状のチップ(18)とを有し、隣り合うチップ(18)間にスリット(19)が形成される。円弧状のチップ(18)は、ダイヤモンド砥粒をメタルボンド、レジンボンド又はセラミックスボンドにより所定の形状に硬化させた構造を有する。また、図7に示すブレードのように、隣り合う円形板(17)のチップ(18)を厚さ方向に互いに密着させてシャフト(3)に取り付けると、突条(23)のない溝条(21)のみを有する路面(20)を研削することができる。また、浅削ブレード(1)又は深削ブレード(2)を構成する隣り合う円形板(17)のスリット(19)を円周方向にずらしてシャフト(3)に取り付けると、研削時にスリット(19)が同時に路面(20)に当接せず、路面研磨、研削時のスリット(19)の衝撃を緩和して円滑な研削が可能となる。
【0018】
複数の浅削ブレード(1)と、単数又は複数の深削ブレード(2)とを規則的にシャフト(3)上に配置してブレード組立体(4)を形成すると、シャフト(3)の長さ方向に規則的に整列される研削面(22)と溝条(21)とを路面(20)に形成することができる。
【0019】
例えば、図2に示すように、1枚の深削ブレード(2)と8枚の浅削ブレード(1)とを1セットにして6セットを所定の順序で順次シャフト(3)上に取り付けると、図4に示すように、6本の溝条(21)と、溝条(21)間に研削される8本の研削面(22)とを路面(20)に形成できる。図5に示すように、複数の浅削ブレード(1)間及び浅削ブレード(1)と深削ブレード(2)との間にスペーサ(5)を配置したブレード組立体(4)によって路面加工を行うと、スペーサ(5)に対応する路面(20)の位置に突条(23)が形成され、排水機能、スリップ防止機能を向上させることができる。また、図示しないが、複数の浅削ブレード(1)と単一の深削ブレード(2)とによりブレード組立体を構成すれば、融雪溝として1本の溝条(21)を路面(20)に形成することができる。
【0020】
ブレード組立体(4)を構成する深削ブレード(2)の幅、ピッチ及び浅削ブレード(1)と深削ブレード(2)との外径の差は、路面(20)に形成される安全溝条の幅、ピッチ及び深さとなる。ブレード組立体(4)の幅に制約はないが、300mm以上3000mm以下、特に1000mm以上1250mm以下が好ましい。路面(20)を研削する浅削ブレード(1)の幅及びピッチは、研削路面の寿命及び摩擦に大きく影響を及ぼす。本実施の形態では、浅削ブレード(1)の幅は1mm以上250mm以下、ピッチは1mm以上3.5mm以下であり、シャフト(3)100mm当たり18枚程度での配置が好ましい。これに対し、路面(20)に溝条(21)を形成する深削ブレード(2)の幅は3mm以上50mm以下、ピッチは30mm以上250mm以下がよいが、施工目的、路面の場所又は環境応じて前記幅値を適宜設定することができる。例えば、緩斜な坂道、ゆるやかなカーブ、横風を受ける箇所では道路の長さ方向に並行な縦溝条を形成するが、深削ブレード(2)の幅は6mm程度、ピッチは40mm程度である。急勾配箇所、橋上、急カーブ、交差点の手前、トンネル内では道路の長さ方向に直角な横溝条を形成するが、幅は6mm程度、ピッチは50mm程度である。また、轍に流入する雨水を排除するため交通量の多い高速道路等に形成する排水溝は、幅は25mm又は35mm程度、ピッチは200mm程度である。図6に示すように、深削ブレード(2)の幅に対し、浅削ブレード(1)の幅を大きく設定しても良いが、浅削ブレード(1)及び深削ブレード(2)の幅の大小は適宜選択される。浅削ブレード(1)と深削ブレード(2)との外径寸法の差は、本実施の形態では1mm以上50mm以下、好ましくは3mm以上25mm以下とする。
【0021】
本発明の溝条形成法では、深削ブレード(2)により路面(20)に新たな溝条(21)を形成すると共に、浅削ブレード(1)により凹凸等の不陸を除去して路面(20)を平坦に再生することができる。通常、舗装路面のコンクリート厚さ又はアスファルト厚さは、高速道路で約1000mm程度、滑走路では50mmから60mm程度であり、路面(20)の研削回数には限度があるが、路面溝条形成法を路面(20)上に複数回施工した後、路面(20)の再舗装を行っても良い。再舗装をした後に研削すれば、長期的な路面(20)の使用が可能である。
【0022】
本発明の実施の形態では、下記の作用・効果が得られる。
[1] 浅削ブレード(1)及び深削ブレード(2)により研削面(22)及び溝条(21)を同時にかつ規則的に路面(20)に形成できる。
[2] 浅削ブレード(1)により路面(20)を平坦に研削して、路面(20)の表面に形成されたクラック、轍、目地付近の段差等の不陸を除去して、路面(20)を再生することができる。
[3] 研削面(22)及び溝条(21)により路面(20)の排水作用を促進し、スリップを防止することができる。
[4] ブレード組立体(4)の研削深さを調整でき、研削面(22)及び溝条(21)を任意の深さに形成できる。
[5] 複数の浅削ブレード(1)間及び浅削ブレード(1)と深削ブレード(2)との間に突条(23)を形成でき、排水機能、スリップ防止機能を向上できる。
【0023】
【発明の効果】
路面に研削面及び溝条を同時に形成できるので、施工時間と手間を大幅に削減でき、施工に伴う交通規制を早期に解除し施工コストを大幅に削減することができる。
【図面の簡単な説明】
【図1】本発明に使用するブレード組立体を示す斜視図
【図2】本発明に使用するブレード組立体の第1の実施の形態を示す断面図
【図3】グルービング装置を示す左側面図
【図4】図2のブレード組立体により研削された路面の断面図
【図5】本発明に使用するブレード組立体の第2の実施の形態を示す断面図
【図6】本発明に使用するブレード組立体の第3の実施の形態を示す断面図
【図7】本発明に使用するブレード組立体の第4の実施の形態を示す断面図
【図8】小型グルービング装置を示す左側面図
【図9】浅削ブレード又は深削ブレードに使用される研削刃を示す正面図
【図10】従来のブレード組立体を示す斜視図
【図11】車輌の通過により圧潰又は損耗した溝条を示す断面図
【図12】図11の路面にグルービングを行った場合の溝条を示す断面図
【図13】不陸を有する路面にグルービングを行った場合の溝条を示す断面図
【符号の説明】
(1)・・浅削ブレード、 (2)・・深削ブレード、 (3)・・シャフト、 (4)・・ブレード組立体、 (5)・・スペーサ、 (11)・・シャーシ、 (12)・・フレーム、 (13)・・車輪、 (14)・・動力装置、 (15)・・昇降装置、 (16)・・回転駆動装置、 (19)・・スリット、 (20)・・路面、 (21)・・溝条、 (22)・・研削面、[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a road surface groove forming method for forming a plurality of continuous grooves in parallel on a concrete or asphalt pavement road surface.
[0002]
[Prior art]
When a vehicle or an aircraft travels on a road surface at high speed during rainfall, the water film formed between the road surface and the tires causes the tires to float and not directly contact the road surface, resulting in an uncontrollable state in which neither the brake nor the steering wheel is effective. Hydroplaning phenomenon occurs. A grooving (safety groove) method for forming a plurality of grooves on a pavement surface has been devised in the United States in order to prevent an accident and a slip accident due to a hydroplaning phenomenon of an aircraft at an airport and to reduce an aircraft's takeoff and landing run distance. Was. In recent years, the grooving method has rapidly spread on general roads, expressways, and airport runways in Japan. When a plurality of continuous grooves are formed in parallel in the length or width direction of the road surface in parallel by the grooving method, it prevents slip accidents due to increased frictional force between the tire and the road surface, shortens the braking distance, and steers on curves. It can improve stability, improve drainage of road surface, prevent freezing, and prevent skidding in rainy weather. In addition, in the grooving method, various groove patterns are formed on the road surface by appropriately changing the combination of groove width, depth, and groove pitch according to the different conditions and environment of the road surface, and the type of expected accident. can do. Recently, grooving has been made on the sidewalks and passages of the shopping street where paving has been performed, by forming grooves in the form of vertical and horizontal grids, making the pavement surface look like tiles at first glance. Has also been constructed.
[0003]
As shown in FIG. 10, a blade assembly (30) for performing grooving includes a plurality of grinding blades (31) having the same outer diameter and a spacer (32) disposed between the grinding blades (31). It has a structure in which the grinding blade (31) is fixed to the shaft (33) at regular intervals by being mounted on the shaft (33). The blade assembly (30) is rotatably mounted on a frame (not shown), which is vertically and adjustably mounted on a movable grinding device having a plurality of wheels. The grooves (21) can be continuously formed on the road surface (20) by the grinding blade (31) that comes into contact with the road surface (20) while integrally rotating the blade assembly (30) on the frame.
[0004]
[Problems to be solved by the invention]
Due to the contact and wear with the tire of the vehicle passing on the road surface even once on the grooved road surface, the groove (21) is crushed or worn out after several years, as shown in FIG. The wear debris (24), sand or asphalt pieces, etc., accumulate in the grinding grooves, and the original function of the grooves (21) is reduced or lost. Therefore, it is necessary to perform grooving again.However, when grooving is performed once on the grooved road surface (20), as shown in FIG. 12, an existing groove (21) or a road surface (20) having grooving marks is present. A new groove (21) is overlapped and formed at a stepped or irregular groove interval.
[0005]
In addition, unevenness, cracks, ruts, and steps near joints are formed on the pavement road with the passage of time with the passage of the vehicle. When grooving is performed on such an uneven road surface (20), FIG. As described above, even if the groove (21) is formed on the flat surface of the road surface (20), the grinding blade (31) of the grooving device does not reach the concave surface, and there is a problem that the groove (21) cannot be formed sufficiently. .
[0006]
Therefore, in the case of a road surface (20) having grooving marks and unevenness, it is necessary to apply an overlay in which concrete or asphalt is applied on the existing road surface (20) or a road surface layer removing method for removing the surface layer of the road surface. In the overlay construction method, which is the most widely used road repair method at present, a desired groove can be formed by burying concrete or asphalt to repair the flat road surface (20) and then performing grooving. However, in the overlay method, since traffic on the road surface must be stopped until the overcoated concrete or asphalt has dried and hardened, the construction period is long and the construction cost is high. In addition, if the skin layer formed by over-coating of concrete or asphalt is thin, peeling or cracking of the skin layer occurs, and conversely, if the skin layer is thick, there are many cases such as reduced drainage and reduced run-off. There are drawbacks.
[0007]
On the other hand, a road surface layer removing method for repairing the road surface (20) to be flat by grinding the surface of the damaged road surface (20) thinly without raising the height is called a grinding method, and in Europe and the United States, 1980 It has been introduced since the age. The road surface layer removing device used in the road surface layer removing method uses the same driving device as the grooving device, but has a smaller distance between adjacent blades and a smaller grinding depth than the blade assembly (30) shown in FIG. The road surface is ground into a shallow, narrow width straight stripe. In addition, between the adjacent grinding grooves, an unground linear pavement surface corresponding to the spacer arranged between the blades remains on the road surface, and a sharp unevenness in the form of straight stripes exhibits a slip prevention effect. The road surface layer removal method can regenerate a road surface only by grinding, unlike an overlay in which new pavement is made with concrete or asphalt. However, since the grooves formed on the road surface by the road surface layer removal method are relatively shallow, they are worn or crushed in a short period of time and their original functions are reduced, and they run at a high speed, such as an airport runway or a highway. In order to reliably suppress and prevent the slip accident and the hydroplaning phenomenon of an aircraft or a vehicle, the road surface layer removing method alone is not sufficient, and the road surface layer removing and grooving must be performed. However, at present, the only way to remove the surface layer and grooving of the road surface is to grind the road surface (20) with the road surface removal device and then form grooves on the road surface (20) with the grooving device. This leads to a longer time and higher costs.
[0008]
Therefore, an object of the present invention is to provide a road surface groove forming method for simultaneously performing surface layer removal and grooving on the road surface.
[0009]
[Means for Solving the Problems]
In the grooving method of forming a plurality of grooves (21) on the road surface (20) with which the tire of the vehicle or the aircraft comes into contact to increase the frictional force between the tire and the road surface, the road surface groove forming method according to the present invention is the same. A plurality of shallow cutting blades (1) having an outer diameter of and a plurality of deep cutting blades (2) having a diameter larger than the shallow cutting blade (1) are regularly attached to the same shaft (3) to form a blade assembly. Forming (4), attaching the blade assembly (4) to the frame (12) so that it can rotate integrally, and contacting the shallow cutting blade (1) and the deep cutting blade (2) with the road surface (20) Moving the frame (12) at right angles to the shaft (3) while rotating the blade assembly (4), with the shallow cutting blade (1) and the deep cutting blade (2). The ground surface (22) and the groove (21) are simultaneously formed on the road surface (20).
[0010]
Thereby, cracks formed on the surface of the road surface (20), puddles, irregularities such as unevenness, steps or ruts near joints can be removed, the road surface (20) can be reproduced flat, and the ground surface ( The drainage and slip prevention of the road surface (20) can be achieved by the groove (22) and the groove (21).
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of a road surface groove forming method according to the present invention will be described below with reference to FIGS.
[0012]
As shown in FIGS. 1 and 2, a blade assembly (4) used in the present invention has a plurality of shallow cutting blades (1) having the same outer diameter and a larger diameter than the shallow cutting blade (1). A plurality of deep-cutting blades (2), and a shaft (3) for attaching the shallow-cutting blade (1) and the deep-cutting blade (2). In the illustrated embodiment, eight shallow-cutting blades (1) and one deep-cutting blade (2) are set as one set, a plurality of sets are arranged in a row, and the shallow-cutting blade (1) and the deep-cutting blade are arranged. The same shaft (3) is inserted into a center hole (6) formed in each of (2). In addition, the rod (8) is inserted into the through hole (7) formed on the same circumference in each of the shallow cutting blade (1) and the deep cutting blade (2), and the rod (8) is When mounted, the blade assembly (4) is firmly and integrally formed. Also, the shallow blade (1) and the deep cutting blade (2) are attached to the shaft (3) so as to be able to rotate integrally with the key (25) fixed to the shaft (3), and the deep cutting blade (2) having a large diameter Project discontinuously in the radial direction from the outer peripheral portion of the shallow cutting blade (1).
[0013]
As shown in FIG. 3, a grooving device (10) having a blade assembly (4) includes a chassis (11) suspended on a plurality of wheels (13), a wheel provided on the chassis (11), and A blade assembly having a power unit (14) operatively connected to (13), a frame (12) mounted on a chassis (11), and a shaft (3) rotatably supported by the frame (12). (4) and a rotary drive (16) for rotating the blade assembly (4). While the shaft (3) of the blade assembly (4) is operatively connected to the rotary drive (16) to rotate the blade assembly (4), the shallow cutting blade (1) and the deep cutting blade (2) are connected to the road surface. 1 and 4, the ground surface (22) and the groove (21) can be simultaneously and continuously formed on the road surface (20). Since a gap (1b) is provided between the tip (1a) of the adjacent shallow cutting blade (1), a ridge (23) is formed between the adjacent grinding surfaces (22) corresponding to the gap (1b). You. As shown in FIG. 5, a spacer (5) can be arranged between adjacent shallow cutting blades (1) and between deep cutting blades (2), and can be integrally fixed to the shaft (3). Further, as shown in FIG. 6, when a deep-cutting blade (2) is alternately arranged between adjacent wide-shallow-cutting blades (1) to form a blade assembly (4), the blade assembly (4) projects on a road surface (20). Article (23) is not formed.
[0014]
Further, the vertical height of the frame (12) is adjusted with respect to the chassis (11) by the lifting / lowering device (15), and the vertical depth of the frame (12) is changed to reduce the grinding depth of the blade assembly (4). Since the blade assembly (4) can be sufficiently lowered by the elevating device (15) with respect to the road surface (20) having an uneven surface, the lower surface of the uneven surface or the deeper and flatter surface (20) can be changed. Can be ground.
[0015]
Also, a small grooving device (10) shown in FIG. 8 has a chassis (11) suspended on a plurality of wheels (13), and is provided on the chassis (11) and operatively connected to the wheels (13). A power device (14), a shaft (3) rotatably supported by the chassis (11), and a rotation drive device (16) connected to the power device (14) and rotating the shaft (3), A blade assembly (4) similar to the grooving device (10) shown in FIG. 3 is attached to the shaft (3). In the small-sized grooving device (10), the frame is formed integrally with the chassis (11), and the entire grooving device (10) is inclined obliquely with the wheel (13) as a fulcrum, so that the blade assembly (4) is mounted on the road surface (20). ), The grinding surface (22) and the groove (21) can be formed on the road surface (20), so that the lifting device (15) is not required. In the grooving device (10), the shaft (3) may be rotated by the power device (14) without mounting another rotary drive device (16) independent of the power device (14).
[0016]
In addition, while suppressing the rise in frictional heat of the shallow cutting blade (1) and the deep cutting blade (2) generated during grinding of the road surface (20), cooling water serving as a lubricant on the ground surface is reduced by the shallow cutting blade (1). ) And the deep-cutting blade (2) may be provided with a water supply device, and further, a collecting device (not shown) for collecting concrete or asphalt grinding chips may be provided.
[0017]
The shallow cutting blade (1) and the deep cutting blade (2) for grinding a concrete or asphalt road surface are manufactured by a method similar to a grinding blade used in a normal grooving device or a surface layer removing device for a road surface. As shown in FIG. 9, a thin circular plate (17) having a center hole (6) formed therein and a number of arc-shaped tips (18) welded to the outer periphery of the circular plate (17) at regular angular intervals. And a slit (19) is formed between adjacent chips (18). The arc-shaped tip (18) has a structure in which diamond abrasive grains are hardened into a predetermined shape by metal bond, resin bond or ceramic bond. When the tips (18) of adjacent circular plates (17) are attached to the shaft (3) in the thickness direction as in the case of the blade shown in FIG. A road surface (20) having only 21) can be ground. Further, when the slit (19) of the adjacent circular plate (17) constituting the shallow cutting blade (1) or the deep cutting blade (2) is shifted in the circumferential direction and attached to the shaft (3), the slit (19 ) Does not contact the road surface (20) at the same time, so that the impact of the slit (19) during road surface polishing and grinding can be reduced, and smooth grinding can be performed.
[0018]
When a plurality of shallow cutting blades (1) and one or more deep cutting blades (2) are regularly arranged on a shaft (3) to form a blade assembly (4), the length of the shaft (3) is increased. A grinding surface (22) and a groove (21) that are regularly aligned in the vertical direction can be formed on the road surface (20).
[0019]
For example, as shown in FIG. 2, when one deep-cutting blade (2) and eight shallow-cutting blades (1) are set as one set, and six sets are sequentially mounted on the shaft (3) in a predetermined order. As shown in FIG. 4, six grooves (21) and eight ground surfaces (22) ground between the grooves (21) can be formed on the road surface (20). As shown in FIG. 5, road surface processing is performed by a blade assembly (4) in which a spacer (5) is arranged between a plurality of shallow cutting blades (1) and between the shallow cutting blade (1) and the deep cutting blade (2). By doing so, a ridge (23) is formed at the position of the road surface (20) corresponding to the spacer (5), and the drainage function and the slip prevention function can be improved. Although not shown, if a blade assembly is constituted by a plurality of shallow cutting blades (1) and a single deep cutting blade (2), one groove (21) is formed as a snow melting groove on the road surface (20). Can be formed.
[0020]
The width and pitch of the deep-cutting blade (2) constituting the blade assembly (4) and the difference in outer diameter between the shallow-cutting blade (1) and the deep-cutting blade (2) depend on the safety formed on the road surface (20). These are the width, pitch and depth of the groove. The width of the blade assembly (4) is not limited, but is preferably 300 mm or more and 3000 mm or less, particularly preferably 1000 mm or more and 1250 mm or less. The width and pitch of the shallow blade (1) for grinding the road surface (20) greatly affect the life and friction of the ground road surface. In the present embodiment, the width of the shallow cutting blade (1) is 1 mm or more and 250 mm or less, and the pitch is 1 mm or more and 3.5 mm or less, and it is preferable to arrange about 18 blades per 100 mm of the shaft (3). On the other hand, the width of the deep-cutting blade (2) that forms the groove (21) on the road surface (20) is preferably 3 mm or more and 50 mm or less, and the pitch is 30 mm or more and 250 mm or less, depending on the construction purpose, road surface location, or environment. Thus, the width value can be appropriately set. For example, on a gentle slope, a gentle curve, or a place subject to cross wind, vertical grooves are formed parallel to the length of the road, but the width of the deep cutting blade (2) is about 6 mm and the pitch is about 40 mm. . At a steep part, on a bridge, a sharp curve, before an intersection, and in a tunnel, a horizontal groove is formed at right angles to the length of the road, but the width is about 6 mm and the pitch is about 50 mm. In addition, a drain groove formed on a highway with a large traffic volume for removing rainwater flowing into the rut has a width of about 25 mm or 35 mm and a pitch of about 200 mm. As shown in FIG. 6, the width of the shallow cutting blade (1) may be set larger than the width of the deep cutting blade (2), but the width of the shallow cutting blade (1) and the depth of the deep cutting blade (2) may be set. Is appropriately selected. In the present embodiment, the difference between the outer diameters of the shallow cutting blade (1) and the deep cutting blade (2) is 1 mm or more and 50 mm or less, preferably 3 mm or more and 25 mm or less.
[0021]
In the groove forming method of the present invention, a new groove (21) is formed on the road surface (20) by the deep cutting blade (2), and unevenness such as unevenness is removed by the shallow cutting blade (1). (20) can be reproduced flat. Usually, the concrete thickness or asphalt thickness of a pavement road is about 1000 mm on a highway and about 50 mm to 60 mm on a runway, and the number of times of grinding the road surface (20) is limited. May be applied on the road surface (20) a plurality of times, and then the road surface (20) may be re-paved. Grinding after re-paving allows long-term use of the road surface (20).
[0022]
According to the embodiment of the present invention, the following operations and effects can be obtained.
[1] The ground surface (22) and the groove (21) can be simultaneously and regularly formed on the road surface (20) by the shallow cutting blade (1) and the deep cutting blade (2).
[2] The road surface (20) is ground flat by the shallow cutting blade (1) to remove unevenness such as cracks, ruts, and steps near joints formed on the surface of the road surface (20). 20) can be played.
[3] The ground surface (22) and the groove (21) promote the drainage of the road surface (20) and prevent slippage.
[4] The grinding depth of the blade assembly (4) can be adjusted, and the grinding surface (22) and the groove (21) can be formed at any depth.
[5] A ridge (23) can be formed between the plurality of shallow cutting blades (1) and between the shallow cutting blade (1) and the deep cutting blade (2), and the drainage function and the slip prevention function can be improved.
[0023]
【The invention's effect】
Since the ground surface and the groove can be simultaneously formed on the road surface, the construction time and labor can be greatly reduced, and the traffic regulation accompanying the construction can be quickly released to greatly reduce the construction cost.
[Brief description of the drawings]
1 is a perspective view showing a blade assembly used in the present invention; FIG. 2 is a cross-sectional view showing a first embodiment of a blade assembly used in the present invention; FIG. 3 is a left side view showing a grooving device; 4 is a sectional view of a road surface ground by the blade assembly of FIG. 2; FIG. 5 is a sectional view showing a second embodiment of a blade assembly used in the present invention; FIG. 6 is used in the present invention; FIG. 7 is a sectional view showing a third embodiment of the blade assembly. FIG. 7 is a sectional view showing a fourth embodiment of the blade assembly used in the present invention. FIG. 8 is a left side view showing a small grooving device. FIG. 9 is a front view showing a grinding blade used for a shallow cutting blade or a deep cutting blade. FIG. 10 is a perspective view showing a conventional blade assembly. FIG. 11 is a cross section showing a groove crushed or worn by passing a vehicle. Fig. 12 Grooving on the road surface in Fig. 11 Sectional view showing a groove line in the case of performing grooving on the road surface having a cross-sectional view [FIG. 13] uneven surface showing a groove line in the case EXPLANATION OF REFERENCE NUMERALS
(1) ・ ・ Shallow cutting blade, (2) ・ ・ Deep cutting blade, (3) ・ ・ Shaft, (4) ・ ・ Blade assembly, (5) ・ ・ Spacer, (11) ・ ・ Chassis, (12) ) ・ ・ Frame, (13) ・ ・ Wheels, (14) ・ ・ Power device, (15) ・ ・ Elevator, (16) ・ ・ Rotary drive, (19) ・ Slit, (20) ・ ・ Road surface , (21) ・ ・ Groove, (22) ・ ・ Grinding surface,
Claims (4)
同一の外径を有する複数の浅削ブレード及び浅削ブレードより大きい直径を有する複数の深削ブレードとを同一のシャフトに規則的に取り付けてブレード組立体を形成する過程と、
ブレード組立体を一体回転可能にフレームに取り付ける過程と、
浅削ブレードと深削ブレードとを路面に接触させて、ブレード組立体を回転させながら、シャフトに対して直角にフレームを移動させる過程とを含み、
浅削ブレードと深削ブレードとにより研削面と溝条とを路面に同時に形成することを特徴とする路面溝条形成法。In a grooving method of forming a plurality of grooves on a road surface with which a vehicle or an aircraft tire contacts, and increasing a frictional force between the tire and the road surface,
A process of forming a blade assembly by regularly attaching a plurality of shallow cutting blades having the same outer diameter and a plurality of deep cutting blades having a diameter larger than the shallow cutting blade to the same shaft,
A process of attaching the blade assembly to the frame so as to be integrally rotatable,
Contacting the road surface with the shallow cutting blade and the deep cutting blade, rotating the blade assembly, and moving the frame at right angles to the shaft,
A road surface groove forming method, wherein a ground surface and a groove are simultaneously formed on a road surface by a shallow cutting blade and a deep cutting blade.
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| JP2002076722A JP3579401B2 (en) | 2002-03-19 | 2002-03-19 | Road groove formation method |
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| JP2002076722A JP3579401B2 (en) | 2002-03-19 | 2002-03-19 | Road groove formation method |
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| JP2004150215A Division JP3775794B2 (en) | 2004-05-20 | 2004-05-20 | Blade assembly and grooving device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007284900A (en) * | 2006-04-13 | 2007-11-01 | Seiken Diamond Kogyo Kk | Line groove cutting traveling machine |
| KR100746272B1 (en) | 2007-03-08 | 2007-08-03 | 거호건설(주) | Cutting edges for grooving machines |
| KR100865359B1 (en) | 2008-06-23 | 2008-10-24 | 주식회사 로드코리아 | Grinding method for concrete pavement and grinding heads used for it |
| KR100878738B1 (en) | 2008-10-13 | 2009-01-14 | 김영동 | Roller |
| US8056549B1 (en) | 2011-03-04 | 2011-11-15 | Husqvarna Construction Products North America Inc. | Concrete pavement texturing head |
| CN102535324A (en) * | 2011-12-30 | 2012-07-04 | 安徽三井工程机械有限公司 | Traveling gear of joint cutter |
| KR101475281B1 (en) * | 2014-05-21 | 2014-12-23 | (주)대한하이텍건설 | Grooving cutting edge and the cutting edge grooving machine equipped with eco-friendly |
| KR101756182B1 (en) * | 2016-12-08 | 2017-07-12 | 주식회사 로드코리아 | Surface treatment method of concrete pavement with multi groove pattern and single groove pattern of asymmetric type |
| KR101968261B1 (en) * | 2018-04-27 | 2019-04-11 | 두남건설 주식회사 | Apparatus for grinding for NGCS construction having enchanced function of concrete surface and method for grinding work using it |
| KR102049018B1 (en) * | 2019-07-10 | 2019-11-27 | 겨루 주식회사 | Asymmetric grooving and grooving device |
| CN113216653B (en) * | 2021-04-06 | 2022-06-17 | 圣都家居装饰有限公司杭州分公司 | Construction device and construction method for sunken toilet |
| CN115157078B (en) * | 2021-04-07 | 2024-01-19 | 广东博智林机器人有限公司 | Polishing cutter, polishing device and mortar cleaning robot |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51124025A (en) * | 1975-04-21 | 1976-10-29 | Masayoshi Takahashi | Method of cutting for road face emergency work |
| JPS5955902A (en) * | 1982-09-21 | 1984-03-31 | 深見 紀平 | Preliminary road foundation treatment and road foundation cutting apparatus for drilling pavedroad |
| JPH0611966B2 (en) * | 1988-11-22 | 1994-02-16 | 昌直 野田 | Grooving device |
| JPH11229318A (en) * | 1998-02-19 | 1999-08-24 | Nippon Fureki Sangyo Kk | Dry machining device for road surface |
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| JP2003268714A (en) | 2003-09-25 |
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