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JP5239533B2 - How to check traffic on paved roads - Google Patents
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JP5239533B2 - How to check traffic on paved roads - Google Patents

How to check traffic on paved roads Download PDF

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JP5239533B2
JP5239533B2 JP2008157242A JP2008157242A JP5239533B2 JP 5239533 B2 JP5239533 B2 JP 5239533B2 JP 2008157242 A JP2008157242 A JP 2008157242A JP 2008157242 A JP2008157242 A JP 2008157242A JP 5239533 B2 JP5239533 B2 JP 5239533B2
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traffic
paved road
opening confirmation
opening
paved
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JP2009299402A (en
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正人 国生
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Yokohama Rubber Co Ltd
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Description

この発明は、舗装道路における交通開放確認方法に係わり、更に詳しくはアスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、舗装道路を開放する際に舗装道路が開放に適した硬さに硬化したか否かを簡易に確認を行うことが出来る舗装道路における交通開放確認方法に関するものである。   The present invention relates to a method for confirming the opening of traffic on a paved road, and more specifically, when opening a paved road after laying and constructing any one of an asphalt paved road, a concrete paved road, and a resin paved road. In particular, the present invention relates to a traffic opening confirmation method on a paved road, which can easily confirm whether or not the paved road has been cured to a hardness suitable for opening.

従来、アスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、車両が走行した際に轍が発生しないようにするために、舗装道路の交通開放時期が問題となっていた。   Conventionally, after laying and constructing any one of asphalt paved roads, concrete paved roads, and resin paved roads, traffic is opened on the paved roads so that no dredging occurs when the vehicle travels. Time was a problem.

上記のような舗装道路の交通開放時期の判断については、従来から特別な基準がなく、例えば、スチールボールやゴルフボールを落下させてその反発係数により評価したり、また圧縮強度と剪断強度との関係からサンプリングして圧縮強度を測定する方法が提案されている(例えば、特許文献1)。   There is no special standard for the judgment of the opening time of paved roads as described above. For example, steel balls and golf balls are dropped and evaluated by the coefficient of restitution, and the compression strength and shear strength A method of measuring the compressive strength by sampling from the relationship has been proposed (for example, Patent Document 1).

またアスファルト系の舗装道路の固まり具合を測定するのに、超音波の伝搬特性を利用して道路の固まり具合を測定する方法も提案されている(例えば、特許文献2参照)。   Also, a method of measuring the degree of road mass using ultrasonic propagation characteristics has been proposed to measure the degree of mass of an asphalt paved road (see, for example, Patent Document 2).

然しながら、従来の交通開放確認方法や舗装道路の固まり具合を測定する方法は、確認設備が大型化したり複雑化する傾向があり、また施工現場に設備を移動させたり設置する等、準備するのに多くの手間と時間がかかり、多大な費用がかかると言う問題があった。   However, the conventional methods for confirming the opening of traffic and the method for measuring the degree of solidity of paved roads tend to increase the size and complexity of the confirmation equipment, and to prepare and move the equipment to the construction site. There was a problem that it took a lot of labor and time and was very expensive.

また、大型車相当の輪荷重を想定した場合、過積載を想定した場合は面圧は、0.85〜1MPaとなり、1MPaの荷重負荷を掛けなければならない。しかし、施工現場を想定した場合に、1MPaの荷重を掛けるための治具は従来はなく、困難であって推測や経験等により舗装道路の交通開放時期の判断をしているのが現状であった。
特開2003−129414号公報 特開平3−180757号公報
Further, when assuming a wheel load equivalent to a large vehicle, the surface pressure becomes 0.85 to 1 MPa when overloading is assumed, and a load load of 1 MPa must be applied. However, assuming a construction site, there is no jig for applying a 1 MPa load, and it is difficult to judge the opening time of the paved road based on guesses and experiences. It was.
JP 2003-129414 A Japanese Patent Laid-Open No. 3-180757

この発明はかかる従来の問題点に着目し、アスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、舗装道路を開放する際に舗装道路が開放に適した硬さになったか否かを簡易に確認を行うことが出来る舗装道路における交通開放確認方法を提供することを目的とするものである。   This invention pays attention to such a conventional problem, and after laying and constructing any one of an asphalt paved road, a concrete paved road, and a resin paved road, the paved road is opened when the paved road is opened. It is an object of the present invention to provide a traffic opening confirmation method on a paved road that can easily confirm whether or not the hardness is suitable for the road.

この発明は上記目的を達成するため、アスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、舗装道路を開放する際の舗装道路の交通開放確認方法であって、前記敷設施工後の舗装材表面に、接地圧の設定可能な少なくとも複数本の歯と、人の体重を支持出来る板状の部材とから成る開放確認治具により接地圧を負荷した後、接地圧の負荷箇所の轍掘量を測定し、この測定値を基準設定値と比較して舗装道路の交通開放を判断することを要旨とするものである。   In order to achieve the above object, the present invention confirms the traffic opening of the paved road when opening the paved road after laying and constructing any one of the asphalt paved road, the concrete paved road, and the resin paved road. In this method, the ground pressure is applied to the surface of the pavement material after the laying work by an opening confirmation jig comprising at least a plurality of teeth capable of setting a ground pressure and a plate-like member capable of supporting a person's weight. After that, the gist of measuring the amount of excavation at the load point of the contact pressure and comparing the measured value with the reference set value is to determine the opening of traffic on the paved road.

ここで、前記接地圧が、0.85〜1MPaの範囲に設定可能な開放確認治具を使用し、前記開放確認治具が、下駄状の履物である。   Here, an opening confirmation jig capable of setting the ground pressure to a range of 0.85 to 1 MPa is used, and the opening confirmation jig is a clog-like footwear.

また、開放確認治具の歯の一本の接地面積が0.8cm以上であり、前記開放確認治具の歯の側面に轍掘量を計測する表示手段を設け、また前記接地圧の負荷箇所の轍掘量を、ノギスにより計測するものであり、前記接地圧の負荷箇所を接地圧の負荷後30秒後に轍掘量を測定する。 In addition, a ground contact area of one of the teeth of the release confirmation jig is 0.8 cm 2 or more, a display means for measuring the amount of excavation is provided on a side surface of the teeth of the release confirmation jig, and the load of the ground pressure is The amount of digging at the location is measured with a caliper, and the amount of digging is measured 30 seconds after loading the contact pressure with the contact pressure.

また、前記治具を、比重の小さいアルミニウム等の金属材料で形成し、治具の歯は、四角形状、長方形状,円形状から選ばれた一つを使用する。更に、前記開放確認治具の歯が、板状の部材から着脱可能であり、前記開放確認治具の板状の部材のサイズが、100mm×250mm×3mm以上である。   Further, the jig is made of a metal material such as aluminum having a small specific gravity, and the jig has a tooth selected from a square shape, a rectangular shape, and a circular shape. Furthermore, the teeth of the opening confirmation jig can be detached from the plate-like member, and the size of the plate-like member of the opening confirmation jig is 100 mm × 250 mm × 3 mm or more.

また、前記開放確認治具の板状の部材の表面に、人が乗る際に、各歯に均一に荷重がかかるような乗り位置が表示されており、開放確認治具の板状の部材の表面に、人を支える鼻緒,ベルト,バンドの少なくとも一つ以上を設けるものである。   In addition, when the person gets on the surface of the plate-shaped member of the opening confirmation jig, a riding position where a load is uniformly applied to each tooth is displayed. The surface is provided with at least one of a cord, a belt and a band for supporting a person.

このような構成により交通開放確認方法を行うので、だれもが簡単に、しかも容易に舗装道路を敷設施工した後の交通開放を判断することが出来る。   Since the traffic opening confirmation method is performed with such a configuration, anyone can easily determine the traffic opening after laying and constructing the paved road.

この発明は上記のようにアスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、舗装道路を開放する際の舗装道路の交通開放確認方法であって、前記敷設施工後の舗装材表面に、接地圧の設定可能な少なくとも複数本の歯と、人の体重を支持出来る板状の部材とから成る開放確認治具により接地圧を負荷した後、接地圧の負荷箇所の轍掘量を測定し、この測定値を基準設定値と比較して舗装道路の交通開放を判断するので、簡単で安価な設備で、舗装道路の交通開放をだれでもが簡単に判断することが出来る効果がある。   The present invention is a method for confirming the traffic opening of a paved road when opening the paved road after laying and constructing any one of the asphalt paved road, the concrete paved road, and the resin paved road as described above. Then, after loading the ground pressure on the pavement material surface after the laying construction by an opening confirmation jig consisting of at least a plurality of teeth capable of setting the ground pressure and a plate-like member capable of supporting the weight of the person, Measure the amount of excavation at the load point of the contact pressure and compare the measured value with the standard setting value to judge the traffic opening on the paved road, so anyone can open the paved road with simple and inexpensive equipment. There is an effect that can be easily judged.

以下、添付図面に基づき、この発明の実施形態を説明する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

図1は、この発明の舗装道路における交通開放確認方法に使用する開放確認治具の斜視図、図2は平面図、図3は側面図、図4は開放確認治具の使用状態を示す説明図であって、開放確認治具1は、舗装道路の路面Gに対して接地圧の設定可能な少なくとも複数本(この実施形態では4本であるが本数には特に限定されない)の歯2と、人の体重を支持出来る板状の部材3とから構成され、前記開放確認治具1により舗装道路の路面Gに対して接地圧を負荷した後、接地圧の負荷箇所の轍掘量をノギス等の測定器具により測定し、この測定値を予め設定してある基準設定値(舗装道路の路面Gを0とする。)と比較して舗装道路の交通開放を判断するものである。   FIG. 1 is a perspective view of an opening confirmation jig used in the traffic opening confirmation method on a paved road according to the present invention, FIG. 2 is a plan view, FIG. 3 is a side view, and FIG. In the figure, the opening confirmation jig 1 includes at least a plurality of teeth 2 (four in this embodiment, but not limited to the number of teeth) that can set the contact pressure with respect to the road surface G of the paved road. And a plate-like member 3 that can support a person's weight. After the contact pressure is applied to the road surface G of the paved road by the opening confirmation jig 1, the amount of digging at the load point of the contact pressure is vernier. The measured value is measured with a measuring instrument such as, and the measured value is compared with a preset reference setting value (the road surface G of the paved road is set to 0) to determine whether the traffic on the paved road is open.

なお、開放確認治具1は、人Wの体重に左右されない重さで、また変形しない材料、例えば、アルミニウム等の軽金属が好ましく、板状の部材3の大きさ(タテH,ヨコL,高さt:図1参照)は、100mm×250mm×3mm以上で、板状の部材3の表面には、人Wが乗る際に、各歯に均一に荷重がかかるような乗り位置Xが表示され、人を支える鼻緒3a(またはベルト,バンド等)を少なくとも一つ以上を設けることが好ましい。   The opening confirmation jig 1 is preferably made of a material that does not depend on the weight of the person W and is not deformed, for example, a light metal such as aluminum, and the size of the plate-like member 3 (vertical H, horizontal L, high (T: see FIG. 1) is 100 mm × 250 mm × 3 mm or more, and on the surface of the plate-like member 3, when the person W gets on, a riding position X where a load is uniformly applied to each tooth is displayed. It is preferable to provide at least one or more umbilical cord 3a (or a belt, a band, etc.) for supporting a person.

更に、開放確認治具1の歯2は、四角形状、長方形状,円形状から選ばれた一つを使用し、着脱可能であることが好ましく、また開放確認治具1の歯2の側面には、轍掘量を計測する目盛り等の表示手段Sを設けるのが好ましい。   Furthermore, it is preferable that the teeth 2 of the opening confirmation jig 1 are detachable using one selected from a square shape, a rectangular shape, and a circular shape. Is preferably provided with a display means S such as a scale for measuring the amount of mining.

また開放確認治具1により舗装道路の路面Gに対して接地圧は、大型車相当の輪荷重を想定した場合、過積載を想定した場合は、面圧が0.85〜1MPaとなり、1MPa程度の荷重負荷を掛けなければならなず、前記開放確認治具1の歯2の一本の接地面積が0.8cm以上であるように設定することで、この発明の実施形態のような開放確認治具1を使用することにより測定が可能となり舗装道路の交通開放を判断することが出来る。 In addition, the contact pressure with respect to the road surface G of the paved road by the opening confirmation jig 1 assumes a wheel load equivalent to that of a large vehicle, and the surface pressure becomes 0.85 to 1 MPa when overloading is assumed. It is necessary to apply a load load of 1 mm, and by setting so that the ground contact area of one tooth 2 of the opening confirmation jig 1 is 0.8 cm 2 or more, the opening as in the embodiment of the present invention is performed. Measurement can be performed by using the confirmation jig 1, and it is possible to determine the opening of traffic on the paved road.

次に、開放確認治具1を用いて舗装道路における交通開放確認方法について説明する。先ず、図4に示すように人Wが開放確認治具1に乗る際に、複数本の歯2のそれぞれに均一に加重がかかるように予め計量器4で加重を確認し、人Wが乗る乗り位置Xを決める。例えば、体重70kgの人が乗って交通開放の確認をする場合は、接地面積の合計が7cm2 となるように歯2を4本設けた開放確認治具1を用意する。人Wが板状の部材3上に乗ったときの安定感と路面への荷重均一性から、出来れば長方形四角を形成する4本が好ましい。 Next, a traffic release confirmation method on a paved road using the release confirmation jig 1 will be described. First, as shown in FIG. 4, when the person W gets on the opening confirmation jig 1, the weight is checked in advance by the measuring instrument 4 so that the weights are uniformly applied to the plurality of teeth 2, and the person W gets on. Ride position X is determined. For example, when a person with a weight of 70 kg gets on and confirms the opening of traffic, an opening confirmation jig 1 provided with four teeth 2 is prepared so that the total contact area is 7 cm 2 . From the sense of stability when the person W rides on the plate-like member 3 and the uniformity of the load on the road surface, it is preferable to form four rectangles if possible.

上記のように、歯2を4本設けた開放確認治具1の場合、全7cmの接地面積の場合、1本1.75cmの接地面積で、それが正方形であれば、1.32cm四方の歯2となるものである。歯2の形状は、上述したように特に限定しないが、四角形状、円形状のものが好ましく、その接地面積は0.8cm以上が好ましい。 As described above, when the open confirmation jig 1 provided with teeth 2 4, if the contact area of the total 7 cm 2, at a ground contact area of one 1.75 cm 2, if it is a square, 1.32 cm It becomes the teeth 2 on all sides. The shape of the tooth 2 is not particularly limited as described above, but is preferably a quadrangular shape or a circular shape, and the ground contact area is preferably 0.8 cm 2 or more.

歯2の形状が線状になるにつれて、また接地面積は0.8cm未満になると、轍を外観的、触覚的に確認することが困難であるからである。また、両足で乗った方が安定ではあるが、歯2の一本当たりの接地面積の確保が必要なことから片足で乗る方が好ましい。 This is because, as the shape of the tooth 2 becomes linear, and when the ground contact area is less than 0.8 cm 2 , it is difficult to visually confirm the wrinkles visually and tactilely. Although riding with both feet is more stable, it is preferable to ride with one foot because it is necessary to secure a contact area per tooth 2.

そして、前記舗装道路の路面Gに人Wが開放確認治具1に乗ることにより接地圧を負荷した後、30秒後に接地圧の負荷箇所の轍掘量をノギス等の計測器で測定し、この測定値を基準設定値(舗装道路の路面Gを0とする。)と比較して、轍掘量が0であれば舗装道路が開放に適した硬さに硬化したとし、舗装道路の交通開放を判断するのである。   And after loading the ground pressure by the person W getting on the opening confirmation jig 1 on the road surface G of the paved road, after 30 seconds, the amount of digging at the load point of the ground pressure is measured with a measuring instrument such as a caliper, Compare this measured value with the standard setting value (the road surface G of the paved road is set to 0). If the amount of excavation is 0, the paved road will be cured to a hardness suitable for opening. Judgment of opening.

以上のように、敷設施工後の舗装材表面に、接地圧の設定可能な少なくとも複数本の歯2と、人の体重を支持出来る板状の部材3とから成る開放確認治具1により接地圧を負荷した後、接地圧の負荷箇所の轍掘量を測定し、この測定値を基準設定値と比較して舗装道路の交通開放を判断するので、複雑で高価な設備を使用することなく、誰でもが簡単に安価な設備で、舗装道路の交通開放を簡単に判断することが出来る。   As described above, the ground pressure is applied to the surface of the pavement material after laying by the opening confirmation jig 1 including at least a plurality of teeth 2 on which the ground pressure can be set and a plate-like member 3 capable of supporting a person's weight. After the load is measured, the amount of excavation at the load point of the ground pressure is measured, and this measured value is compared with the standard setting value to judge the traffic opening of the paved road, so without using complicated and expensive equipment, Anyone can easily determine the opening of traffic on paved roads with inexpensive equipment.

この発明の舗装道路における交通開放確認方法に使用する開放確認治具の斜視図である。It is a perspective view of the opening confirmation jig | tool used for the traffic opening confirmation method in the paved road of this invention. 開放確認治具の平面図である。It is a top view of an opening confirmation jig. 開放確認治具の側面図である。It is a side view of an opening confirmation jig. 開放確認治具の使用状態を示す説明図である。It is explanatory drawing which shows the use condition of an opening confirmation jig | tool.

符号の説明Explanation of symbols

1 開放確認治具
2 歯
3 板状の部材
3a 鼻緒
4 計量器
G 舗装道路の路面
W 人
DESCRIPTION OF SYMBOLS 1 Opening confirmation jig | tool 2 Teeth 3 Plate-shaped member 3a Throat 4 Weighing instrument G Road surface of paved road W People

Claims (13)

アスファルト系舗装道路、コンクリート系舗装道路、樹脂系舗装道路の何れか一つの舗装道路を敷設施工した後に、舗装道路を開放する際の舗装道路の交通開放確認方法であって、
前記敷設施工後の舗装材表面に、接地圧の設定可能な少なくとも複数本の歯と、人の体重を支持出来る板状の部材とから成る開放確認治具により接地圧を負荷した後、接地圧の負荷箇所の轍掘量を測定し、この測定値を基準設定値と比較して舗装道路の交通開放を判断する舗装道路における交通開放確認方法。
After laying and constructing any one of asphalt paved roads, concrete paved roads, and resin paved roads, it is a method for confirming the traffic opening of paved roads when opening paved roads,
After the ground pressure is applied to the surface of the pavement material after the laying construction by a release confirmation jig comprising at least a plurality of teeth capable of setting the ground pressure and a plate-like member capable of supporting the weight of a person, A traffic open confirmation method on a paved road that measures the amount of excavation at the load point of the road and compares the measured value with a reference set value to judge the traffic open of the paved road.
前記接地圧が、0.85〜1MPaの範囲に設定可能な開放確認治具を使用する請求項1に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on a paved road according to claim 1, wherein an opening confirmation jig capable of setting the ground pressure to a range of 0.85 to 1 MPa is used. 前記開放確認治具が、下駄状の履物である請求項1または2に記載の舗装道路における交通開放確認方法。   The method for confirming the opening of traffic on a paved road according to claim 1 or 2, wherein the opening confirmation jig is a clog-like footwear. 前記開放確認治具の歯の一本の接地面積が0.8cm以上である請求項1,2または3に記載の舗装道路における交通開放確認方法。 The traffic opening confirmation method on a paved road according to claim 1, 2 or 3, wherein a contact area of one tooth of the opening confirmation jig is 0.8 cm 2 or more. 前記接地圧の負荷箇所の轍掘量を、ノギスにより計測する請求項1,2,3または4に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on a paved road according to claim 1, 2, 3, or 4, wherein the amount of excavation at the load point of the ground pressure is measured with a caliper. 前記開放確認治具の歯の側面に、轍掘量を計測する表示手段を設けた請求項1,2,3または4に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on a paved road according to claim 1, 2, 3, or 4, wherein display means for measuring the amount of excavation is provided on a side surface of the teeth of the opening confirmation jig. 前記接地圧の負荷箇所を接地圧の負荷後30秒後に轍掘量を測定する請求項1,2,3,4,5または6に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on the paved road according to claim 1, 2, 3, 4, 5 or 6, wherein the amount of excavation is measured 30 seconds after the load of the ground pressure is applied. 前記治具を、比重の小さい金属材料で形成した請求項1,2,3,4,5,6または7に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on a paved road according to claim 1, 2, 3, 4, 5, 6 or 7, wherein the jig is formed of a metal material having a small specific gravity. 前記治具の歯は、四角形状、長方形状,円形状から選ばれた一つを使用する請求項1,2,3,4,5,6,7または8に記載の舗装道路における交通開放確認方法。   9. The traffic opening confirmation on the paved road according to claim 1, wherein one of the teeth of the jig is selected from a rectangular shape, a rectangular shape, and a circular shape. Method. 前記開放確認治具の歯が、板状の部材から着脱可能である請求項1,2,3,4,5,6,7,8または9に記載の舗装道路における交通開放確認方法。   The traffic opening confirmation method on a paved road according to claim 1, 2, 3, 4, 5, 6, 7, 8 or 9, wherein the teeth of the opening confirmation jig are detachable from a plate-like member. 前記開放確認治具の板状の部材のサイズが、100mm×250mm×3mm以上である請求項1,2,3,4,5,6,7,8,9または10に記載の舗装道路における交通開放確認方法。   The traffic on a paved road according to claim 1, 2, 3, 4, 5, 6, 7, 8, 9 or 10, wherein the size of the plate-like member of the opening confirmation jig is 100 mm x 250 mm x 3 mm or more. Opening confirmation method. 前記開放確認治具の板状の部材の表面に、人が乗る際に、各歯に均一に荷重がかかるような乗り位置が表示されている請求項1,2,3,4,5,6,7,8,9,10または11に記載の舗装道路における交通開放確認方法。   The riding position at which a load is uniformly applied to each tooth when a person gets on the surface of the plate-like member of the opening confirmation jig is displayed. , 7, 8, 9, 10 or 11 Traffic confirmation method on paved road. 前記開放確認治具の板状の部材の表面に、人を支える鼻緒,ベルト,バンドの少なくとも一つ以上を設けた請求項1,2,3,4,5,6,7,8,9,10,11または12に記載の舗装道路における交通開放確認方法。   The surface of the plate-shaped member of the opening confirmation jig is provided with at least one of a cord, a belt, and a band for supporting a person, wherein: 1, 2, 3, 4, 5, 6, 7, 8, 9, The traffic opening confirmation method on the paved road as described in 10, 11 or 12.
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