JP2006022574A - Road repairing method and temporary material for road - Google Patents

Road repairing method and temporary material for road Download PDF

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Publication number
JP2006022574A
JP2006022574A JP2004202317A JP2004202317A JP2006022574A JP 2006022574 A JP2006022574 A JP 2006022574A JP 2004202317 A JP2004202317 A JP 2004202317A JP 2004202317 A JP2004202317 A JP 2004202317A JP 2006022574 A JP2006022574 A JP 2006022574A
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road
slip
pavement
temporary material
plate
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Shinichi Tsubakimori
信一 椿森
Shinji Inoue
伸二 井上
Satoshi Hirota
悟史 廣田
Haruo Okubo
春男 大久保
Hiroyuki Nishimoto
裕幸 西本
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Abstract

<P>PROBLEM TO BE SOLVED: To smoothly perform pavement repair work while minimizing inconvenience to roadside residents without giving shock or doing damage to vehicles passing through a construction place by making height adjustment of the road surface at any time when the occasion demands on a stepped part formed by pavement cutting work. <P>SOLUTION: A temporary material for a road comprises a foam resin plate 1 of rectangular cross section and a plate body 2 with non-slip applied at least to the lower face. The foam resin plate is installed at the stepped part formed by cutting the pavement, to adjust the height, and the plate body 2 is placed thereon to prevent vehicle load from being directly applied to foam resin. The lower face of the plate body 2 is formed with non-slip to prevent movement caused by driving force transmitted from a vehicle during use. In the case of using the temporary material to eliminate level difference of a part which pedestrians pass, the surface side is also formed with non-slip in the same way so that the pedestrians do not slip and fall. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、舗装道路を補修する方法及びその方法において使用する仮設材に関する。   The present invention relates to a method for repairing a paved road and a temporary material used in the method.

舗装道路の補修は、既設の傷んだ舗装を剥離撤去して舗装をやり直したり、舗装を一定深さ切削してその上に新たに舗装をおこなうことがおこなわれているが、近年、舗装切削機の能力が向上し、20〜30cm程度の深さを効率的に切削できるようになり、補修工事を短期間に効率よくおこなえるようになってきた。   For repairing paved roads, existing damaged pavements are peeled and removed, and paving is performed again, or pavement is cut to a certain depth and then paved again. As a result, the depth of about 20 to 30 cm can be cut efficiently, and repair work can be performed efficiently in a short time.

一方、軟弱地盤上に仮設道路を構築する場合、仮設道路として発泡樹脂ブロックを相互に連結しながら積み重ねてその上に盛土をして基盤とする軽量化盛土工法がある。この工法は、発泡樹脂が軽量であり作業性が良好であると共に発泡樹脂が盛土荷重を分散させるため、軟弱地盤においても地盤改良することなく仮設道路の構築ができるという利点がある。
発泡樹脂ブロックを用いた工法では、仮設道路の構築に大型機械を必要とせず周辺環境への影響も少ないが、発泡樹脂は1回使用すると欠損するなど再利用できないことが多く、特許文献1及び2にあるように、稜線部に補強材を設けたり(図4参照)、発泡樹脂ブロックをネットで包むことによって繰り返し利用可能とすることが提案されている。(図3参照)
特開平8−4012号公報 実開平6−280210号公報 特許3152697号公報 特許3476571号公報
On the other hand, when constructing a temporary road on soft ground, there is a light weight embankment method in which foamed resin blocks are stacked and connected to each other as a temporary road, and then embanked on the foundation. This construction method has an advantage that a temporary road can be constructed without improving the ground even in a soft ground because the foamed resin is lightweight and has good workability and the foamed resin disperses the embankment load.
The construction method using a foamed resin block does not require a large machine for construction of a temporary road and has little influence on the surrounding environment. However, the foamed resin often cannot be reused because it is lost once used. As shown in FIG. 2, it has been proposed that a reinforcing material is provided in the ridge line portion (see FIG. 4) or that the foamed resin block is wrapped with a net so that it can be used repeatedly. (See Figure 3)
JP-A-8-4012 Japanese Utility Model Publication No. 6-280210 Japanese Patent No. 3152697 Japanese Patent No. 3476571

舗装道路の補修において、20〜30cm程度の深さで舗装を切削して舗装を補修する場合、補修工事は道路幅員の一部分、例えば一車線の交通を止めて切削をおこない、残りの車線は交通開放して利用者の不便にならないようにしているが、補修工事をおこなっている道路と交差する道路から補修箇所に進入してくる車両があったり、また、補修工事を実施している道路に面した家屋やビル、または駐車場に出入りする車両があり、切削した部分の車線を横断しなければならないことがある。   When repairing a paved road by repairing the pavement by cutting the pavement at a depth of about 20 to 30 cm, the repair work is performed with a part of the road width, for example, stopping the traffic on one lane and cutting, and the remaining lanes are traffic It is open to avoid inconvenience for the user, but there are vehicles entering the repair location from the road that intersects with the road where repair work is being performed, or on the road where repair work is being carried out There may be vehicles that enter or exit a facing house or building, or you may have to cross the cut lane.

しかし、切削によって生じた段差を通過する際に、車両の底をこすったり、デフロックやマフラー等の自動車底面に設置された装置を破損する恐れがあった。補修箇所の全長に渡って誘導員を配置することはコスト的に無理があり、誘導が間に合わずに進入してきた車両が底面をこすって破損したり、車両が段差にはまりこんで身動きできなくなるなどの不都合が多数生じていた。
本発明は、切削工事によって生じた段差を必要に応じて随時仮設材で路面の高さ調整をおこなえるようにし、工事箇所を通過する車両に衝撃や損傷を与えず、沿道住民にかける迷惑を最小限にして補修工事を円滑におこなえるようにするものである。
However, when passing through a step generated by cutting, there is a risk of rubbing the bottom of the vehicle or damaging devices installed on the bottom of the automobile such as a diff lock or a muffler. Arranging guides over the entire length of the repair location is costly, such as a vehicle that has entered without its guidance in time, rubbing the bottom, or getting stuck in a step and becoming unable to move There were many inconveniences.
The present invention makes it possible to adjust the height of the road surface with temporary materials as needed as needed due to the level difference caused by the cutting work. It is intended to make repair work smoothly.

軽量な発泡樹脂を基材とし、車両の走行面となる板体を着脱自在とした仮設材を切削完了した舗装部分に準備しておき、通過車両が出現する度に仮設材を切削部分に設置して段差を解消し、通過車両に対する段差による衝撃を与えないようにするものである。   Prepare a temporary material with a lightweight foamed resin as the base material and a removable plate that will be the vehicle's running surface in the cut pavement, and install the temporary material in the cut part every time a passing vehicle appears. Thus, the step is eliminated and the impact due to the step on the passing vehicle is not applied.

軽量で舗装の切削面の凹凸にフィットする発泡樹脂を基材とするため、ガタツキを生ずることなく、また、設置が簡単であり、車両が段差を通過した後は即座に撤去して補修工事を続行できるものである。非力な交通整理のための誘導員であっても段差部分に仮設材を簡単に設置することができ、補修工事の作業員を煩わせることないため、舗装の補修工事への影響を最小限にすることができると共に、特別の要員を必要としないのでコストの上昇を抑えながら、沿道の住民への補修工事による悪影響を抑えることができる。   Because it is made of a foamed resin that is lightweight and fits the unevenness of the cut surface of the pavement, it is easy to install without causing rattling, and after the vehicle passes through the steps, it is immediately removed and repaired. It can continue. Temporary materials can be easily installed on the stepped part even if it is a guide for less powerful traffic control, and it does not bother repair workers, minimizing the impact on pavement repair work In addition, since no special personnel are required, the increase in costs can be suppressed and the adverse effects of repair work on the residents along the road can be suppressed.

実施例1
図1に示すように、本発明の仮設材は、断面矩形の発泡樹脂板1と板体2からなるものである。
舗装50を常温切削機を使用してアスファルト舗装を深さ20cm、幅2mを切削し、切削面51を形成した。切削面51は、微細な凹凸があるものの、ほぼ平坦といってよいが、未切削部分との間に20cmの段差55が形成され、交差道路からの進入車両は段差55を越えなければならない状況であった。
Example 1
As shown in FIG. 1, the temporary material of the present invention includes a foamed resin plate 1 and a plate body 2 having a rectangular cross section.
The asphalt pavement was cut into a depth of 20 cm and a width of 2 m using a room temperature cutting machine to form a cut surface 51. Although the cutting surface 51 has fine unevenness, it may be said that it is almost flat, but a 20 cm step 55 is formed between the cutting surface 51 and the uncut portion, and the approaching vehicle from the crossing road must pass the step 55. Met.

この段差55を解消するため、通過車両が出現するたびに厚さ10cmの発泡ポリスチレンの発泡樹脂板1を2枚重ねて設置し、その上に車両の荷重が直接発泡樹脂板1に作用しないように厚さ3cmのコンポジットパネルからなる板体2を載せて、車両を通過させたところ、車両の底面がこすられるということもなく、安全に通過させることができた。
車両の通過後は、直ぐにコンポジットパネル2と発泡樹脂板1を撤去して近辺に積んでおき、次の通過車両に備えた。
板体2の下面には使用時に車両から伝達される駆動力によって移動してずれないようにするための滑り止め(図示しない)が形成してある。
In order to eliminate this level difference 55, every time a passing vehicle appears, two foamed polystyrene foam resin plates 1 each having a thickness of 10 cm are placed on top of each other so that the vehicle load does not act directly on the foamed resin plate 1. When the plate 2 made of a composite panel having a thickness of 3 cm was placed on the vehicle and passed through the vehicle, the vehicle could pass safely without rubbing the bottom of the vehicle.
Immediately after the vehicle passed, the composite panel 2 and the foamed resin plate 1 were removed and loaded in the vicinity to prepare for the next passing vehicle.
A slip stopper (not shown) is formed on the lower surface of the plate body 2 so as not to move and shift due to the driving force transmitted from the vehicle during use.

滑り止めは、板体2の表面にエポキシ系の接着剤を薄く塗布し、砂等の粒子を全面に散布して表面をザラザラにすることによって形成したものである。
この仮設材を横断歩道部分に設置する場合、雨天時など歩行者が滑ったりしないようにするため、板体2の表面側にも同様に滑り止めを形成する。歩行者が利用する場合は、滑り止めの粒子の粒をなるべく細かなものとする。
The non-slip is formed by applying a thin epoxy adhesive on the surface of the plate body 2 and spreading particles such as sand over the entire surface to make the surface rough.
When this temporary material is installed at a pedestrian crossing portion, a slip stopper is also formed on the surface side of the plate 2 in order to prevent a pedestrian from slipping during rainy weather. When used by pedestrians, make the particles of non-slip particles as fine as possible.

また、車椅子やキャスター付きバッグが通過する場合を想定し、図2に示すように、発泡樹脂板1を斜めに切断して斜路15を形成し、表面に厚さ2mm程度の硬質板体21を接着した斜路仮設材を複数枚用意しておき、必要に応じて仮設材と歩道の間に設置して滑らかに仮設材に移行できるようにする。   Further, assuming that a wheelchair or a bag with casters passes, as shown in FIG. 2, the foamed resin plate 1 is cut obliquely to form an oblique path 15, and a hard plate 21 having a thickness of about 2 mm is formed on the surface. A plurality of bonded temporary ramp materials are prepared, and installed between the temporary material and the sidewalk as necessary so that the transition to the temporary material can be made smoothly.

発泡樹脂は、発泡ポリスチレン、発泡ポリウレタン、発泡ポリ塩化ビニル及び発泡ポリオレフィンなどであり、発泡率があまり高くないものの方が角部や稜線が欠損したりしないので好ましい。稜線にテープを貼り付けて補強すれば、稜線の欠損を防止することができる。
仮設材のサイズは、200ラ100ラ10(cm)程度のサイズのものが場所もあまり取らないので取扱いやすい。
The foamed resin is foamed polystyrene, foamed polyurethane, foamed polyvinyl chloride, foamed polyolefin or the like, and those having a foaming rate not so high are preferable because corners and ridge lines are not lost. If a tape is applied to the ridgeline to reinforce, the ridgeline can be prevented from being lost.
As for the size of the temporary material, a size of about 200 ra 100 ra 10 (cm) is easy to handle because it does not take up much space.

本発明の道路補修方法によれば、仮設材は軽量であり、車両が切削部の段差を通過するときのみ人力によって仮設材を設置し、段差を解消して車両に損傷や衝撃を与えることを防止し、通過したら即座に人力で撤去して舗装補修工事を再開できるので、クレーン等の機械を準備する必要がなく、周辺住民や通過車両に対し、舗装補修工事による不便を与えることがなく、また、補修工事の遅延を招くこともない。
本発明の仮設材は、発泡樹脂で形成されているため、舗装の切削面の凹凸に応じて変形してフィットするため、従来のコンクリートや鉄板の仮設材のように車両の通過時にガタツクことがなく、周辺に騒音をまき散らすことがないので環境に優しいものとなる。
According to the road repair method of the present invention, the temporary material is lightweight, and the temporary material is manually installed only when the vehicle passes through the step of the cutting portion, and the step is eliminated to damage or impact the vehicle. Since it can be removed immediately by human power after passing and pavement repair work can be resumed, there is no need to prepare machinery such as cranes, and there is no inconvenience due to pavement repair work for surrounding residents and passing vehicles, In addition, there will be no delay in repair work.
Since the temporary material of the present invention is formed of foamed resin, it deforms and fits according to the unevenness of the cut surface of the pavement, so that it can be rattled when the vehicle passes like conventional temporary material of concrete or iron plate. In addition, it is environmentally friendly because no noise is scattered around it.

切削路面に仮設材を設置して段差を解消した状態の斜視図。The perspective view of the state which installed the temporary material on the cutting road surface, and eliminated the level | step difference. 斜面を形成した補助材を使用した場合の仮設材の断面図。Sectional drawing of the temporary material at the time of using the auxiliary material which formed the slope. 従来の網で包んだ発泡樹脂体の斜視図。The perspective view of the foamed resin body wrapped with the conventional net | network. 従来の枠材で補強した発泡樹脂体の斜視図。The perspective view of the foaming resin body reinforced with the conventional frame material.

符号の説明Explanation of symbols

1 発泡樹脂板
15 斜路
2 板体
50 舗装
51 切削面
55 段差
DESCRIPTION OF SYMBOLS 1 Foam resin board 15 Rampway 2 Plate body 50 Pavement 51 Cutting surface 55 Level difference

Claims (3)

舗装路面を一定幅で切削することによって非切削舗装部との間に生じた段差に発泡樹脂板を設置し、発泡樹脂板の上に板材を設置して道路を一時的に開放する道路補修工法。 A road repair method in which a foamed resin plate is installed at the level difference between the non-cut pavement by cutting the paved road surface with a certain width, and the road is temporarily opened by installing a plate material on the foamed resin plate. . 請求項1において、発泡樹脂板の上に設置される板材の少なくとも下面に滑り止めが施してある道路補修工法。 2. The road repair method according to claim 1, wherein at least a lower surface of a plate material installed on the foamed resin plate is provided with a slip stopper. 発泡樹脂板と、少なくとも下面に滑り止めを施した板体からなる道路用仮設材。 A temporary road material comprising a foamed resin plate and a plate having at least a lower surface provided with anti-slip.
JP2004202317A 2004-07-08 2004-07-08 Road repairing method and temporary material for road Pending JP2006022574A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010111995A (en) * 2008-11-04 2010-05-20 Jsp Corp Method for constructing temporary road for railway construction work
CN104294736A (en) * 2014-09-18 2015-01-21 天津市何七科技有限公司 Lightweight composite pavement
JP2017040044A (en) * 2015-08-17 2017-02-23 アップコン株式会社 Method for temporarily eliminating vehicular traffic hindrance caused by defect in road surface
JP2018035627A (en) * 2016-09-01 2018-03-08 積水化学工業株式会社 Slope for step
JP2018141291A (en) * 2017-02-27 2018-09-13 積水化成品工業株式会社 Road surface step eliminating material and road surface step eliminating method
JP2021075964A (en) * 2019-11-13 2021-05-20 キョーラク株式会社 Step correction device
WO2021177846A1 (en) * 2020-03-05 2021-09-10 Kpmp Sp. Z O.O. W Organizacji Ramp-resistance beam for delimiting a length of a formed road surface and the use of the ramp-resistance beam

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010111995A (en) * 2008-11-04 2010-05-20 Jsp Corp Method for constructing temporary road for railway construction work
CN104294736A (en) * 2014-09-18 2015-01-21 天津市何七科技有限公司 Lightweight composite pavement
CN104294736B (en) * 2014-09-18 2016-08-24 天津市何七科技有限公司 A kind of lightweight composite pavement
JP2017040044A (en) * 2015-08-17 2017-02-23 アップコン株式会社 Method for temporarily eliminating vehicular traffic hindrance caused by defect in road surface
JP2018035627A (en) * 2016-09-01 2018-03-08 積水化学工業株式会社 Slope for step
JP2018141291A (en) * 2017-02-27 2018-09-13 積水化成品工業株式会社 Road surface step eliminating material and road surface step eliminating method
JP2021075964A (en) * 2019-11-13 2021-05-20 キョーラク株式会社 Step correction device
JP7381857B2 (en) 2019-11-13 2023-11-16 キョーラク株式会社 Step correction device
WO2021177846A1 (en) * 2020-03-05 2021-09-10 Kpmp Sp. Z O.O. W Organizacji Ramp-resistance beam for delimiting a length of a formed road surface and the use of the ramp-resistance beam

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