JP5438735B2 - Pavement repair method, pavement repair material, and repair material manufacturing method - Google Patents

Pavement repair method, pavement repair material, and repair material manufacturing method Download PDF

Info

Publication number
JP5438735B2
JP5438735B2 JP2011194225A JP2011194225A JP5438735B2 JP 5438735 B2 JP5438735 B2 JP 5438735B2 JP 2011194225 A JP2011194225 A JP 2011194225A JP 2011194225 A JP2011194225 A JP 2011194225A JP 5438735 B2 JP5438735 B2 JP 5438735B2
Authority
JP
Japan
Prior art keywords
string
crack
asphalt
repair
repair material
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.)
Active
Application number
JP2011194225A
Other languages
Japanese (ja)
Other versions
JP2013053497A (en
Inventor
孝浩 水野
直幸 小栗
裕 浜田
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.)
Taisei Rotec Corp
Original Assignee
Taisei Rotec Corp
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 Taisei Rotec Corp filed Critical Taisei Rotec Corp
Priority to JP2011194225A priority Critical patent/JP5438735B2/en
Publication of JP2013053497A publication Critical patent/JP2013053497A/en
Application granted granted Critical
Publication of JP5438735B2 publication Critical patent/JP5438735B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Repair (AREA)

Description

本発明は、舗装体の補修方法、舗装体の補修材、及び補修材の製造方法に関するものである。   The present invention relates to a pavement repair method, a pavement repair material, and a repair material manufacturing method.

従来、交通荷重や環境負荷による舗装材の劣化等に起因して、道路等の舗装体にひび割れが発生することが知られている。このひび割れ(クラック)を放置すると、ひび割れから舗装体内部に雨水等が浸入し、舗装体の剥離を引き起こして、舗装体の支持力の低下を招くことになる。   Conventionally, it has been known that cracks occur in pavements such as roads due to degradation of pavement materials due to traffic loads and environmental loads. If this crack (crack) is left as it is, rainwater or the like enters the pavement from the crack, causing the pavement to peel off, leading to a decrease in the support capacity of the pavement.

そこで、ひび割れからの雨水等の浸入を防止するために、ひび割れにシール材を充填して補修するシール材注入工法が考案されており、シール材の材料や施工方法等が多数開発され実用化に至っている。   Therefore, in order to prevent the intrusion of rainwater, etc. from cracks, a sealing material injection method has been devised in which cracks are filled with a sealing material to repair them, and many materials and construction methods for sealing materials have been developed and put to practical use. Has reached.

例えば、非特許文献1には、アスファルトに熱可塑性エラストマー等を添加して加熱溶解した液体状のシール材を、やかん等でひび割れに注入する技術が開示されている。この技術では、シール材の注入量を適量に調節するのが困難である一方、シール材の注入量が不足するとシール性が損なわれることから、シール材を多目に注入した後、盛り上がったシール材の表面を金属製のコテ等で均す作業を行っている。   For example, Non-Patent Document 1 discloses a technique for injecting a liquid sealing material, which is obtained by adding a thermoplastic elastomer or the like into asphalt and heating and dissolving it, into a crack using a kettle or the like. In this technology, it is difficult to adjust the injection amount of the sealing material to an appropriate amount, but if the injection amount of the sealing material is insufficient, the sealing performance is impaired. We work on leveling the surface of the material with a metal iron.

「東亜道路工業株式会社」,[online],平成23年7月8日検索,インターネット〈URL:http://www.toadoro.co.jp/business/product/31/〉“Toa Road Industry Co., Ltd.”, [online], search July 8, 2011, Internet <URL: http://www.toadoro.co.jp/business/product/31/>

ところが、前記した従来技術では、盛り上がったシール材の表面を均すことにより、シール材の一部が舗装体の表面に付着するため、シール部材と他の箇所との間に段差が生じていた。その結果、舗装体上を走行する車両等がシール材に直接接触しやすくなるため、補修後比較的早期にシール材が剥離して飛散するという問題があった。   However, in the above-described prior art, since the surface of the raised sealing material is leveled, a part of the sealing material adheres to the surface of the pavement, so that a step is generated between the sealing member and other portions. . As a result, a vehicle traveling on the pavement is easily brought into direct contact with the sealing material, which causes a problem that the sealing material peels off and scatters relatively early after the repair.

また、前記した従来技術では、アスファルトに熱可塑性エラストマー等を添加した材料を溶解釜等に入れて高温になるまで加熱する作業が必要であったり、盛り上がったシール材の表面を均す作業が必要であったりするため、補修作業に多大な手間を要するという問題があった。   In addition, in the above-described conventional technology, it is necessary to add a material obtained by adding a thermoplastic elastomer or the like to asphalt in a melting pot or the like, and to heat up to a high temperature or to level the surface of the raised sealing material For this reason, there is a problem that a great deal of labor is required for the repair work.

本発明は、このような観点から創案されたものであり、長期的に安定したシール性を確保でき、補修作業時の作業効率が向上する簡易な舗装体の補修方法を提供することを課題とする。
また、前記舗装体の補修方法に用いる補修材及び前記補修材の製造方法を提供することを課題とする。
The present invention was created from such a viewpoint, and it is an object of the present invention to provide a simple pavement repair method that can ensure a long-term stable sealing performance and improve work efficiency during repair work. To do.
It is another object of the present invention to provide a repair material used in the repair method for the pavement and a method for manufacturing the repair material.

前記課題を解決するために、本発明は、舗装体に発生したひび割れを補修するための舗装体の補修方法であって、紐状部材にアスファルトを付着させるアスファルト付着工程と、前記アスファルトが付着した前記紐状部材を前記ひび割れに充填する充填工程と、前記ひび割れに充填した前記紐状部材を加熱する加熱工程と、を備えたことを特徴とする。   In order to solve the above-mentioned problems, the present invention is a repair method for a pavement for repairing a crack generated in the pavement, wherein the asphalt is attached to the string-like member, and the asphalt is attached. A filling step of filling the string-like member into the crack and a heating step of heating the string-like member filled in the crack are characterized.

本発明によれば、ひび割れの長さに合わせて紐状部材を長さ方向に対し直角に切断し、且つひび割れの幅に合わせて紐状部材に付着させるアスファルトの付着量を調節することにより、ひび割れの形状(状態)に適合した紐状部材を作製できる。そして、当該紐状部材をひび割れに充填することにより、ひび割れを確実にシールできる一方、舗装体の表面への紐状部材の付着を抑制できるため、車両等が紐状部材に直接接触し難くなり、紐状部材が剥離し難くなる。
また、充填した紐状部材を加熱することにより、紐状部材に付着したアスファルトが溶融して舗装体に接着(結合)するため、ひび割れを確実にシールできる一方、ひび割れ内において紐状部材が剥離し難くなる。
したがって、本発明によれば、紐状部材が剥離して飛散し難くなるため、長期的に安定したシール性を確保できる。
According to the present invention, by cutting the string-like member perpendicular to the length direction according to the length of the crack, and adjusting the amount of asphalt attached to the string-like member according to the width of the crack, A string-like member suitable for the shape (state) of the crack can be produced. And by filling the string-like member into the crack, the crack can be reliably sealed, while the adhesion of the string-like member to the surface of the pavement can be suppressed, so that it becomes difficult for the vehicle or the like to directly contact the string-like member. The string-like member becomes difficult to peel off.
Also, by heating the filled string-like member, the asphalt attached to the string-like member melts and adheres (bonds) to the pavement, so that cracks can be reliably sealed, while the string-like member peels off within the crack. It becomes difficult to do.
Therefore, according to the present invention, since the string-like member is peeled off and hardly scattered, a long-term stable sealing property can be secured.

また、本発明によれば、アスファルトが付着した紐状部材を、ひび割れに充填してバーナー等の加熱手段で加熱するだけで補修作業が完了するため、クラック充填材を溶解釜に入れて高温になるまで加熱する作業を省略できる。
更に、本発明によれば、紐状部材の長さや太さを簡易に調節して、ひび割れの形状に適合した紐状部材を作製できるため、紐状部材が舗装体の表面よりも盛り上がることがなく、紐状部材の表面を均す作業を省略できる。
したがって、本発明によれば、従来技術(非特許文献1の技術)に比較して、補修作業時の作業効率が向上する。
Further, according to the present invention, the repair work is completed simply by filling the cracked string-like member with cracks and heating it with a heating means such as a burner. It is possible to omit the heating operation until
Furthermore, according to the present invention, the length and thickness of the string-like member can be easily adjusted to produce the string-like member suitable for the shape of the crack, so that the string-like member can be raised from the surface of the pavement. The work of leveling the surface of the string-like member can be omitted.
Therefore, according to the present invention, work efficiency at the time of repair work is improved as compared with the conventional technique (the technique of Non-Patent Document 1).

また、前記紐状部材に付着した前記アスファルトに補強材を付着させる補強材付着工程を更に備え、前記紐状部材に対して、前記アスファルトと前記補強材とを交互に2回以上付着させることにより、前記紐状部材の太さを調節するように構成するのが好ましい。   Further, a reinforcing material attaching step of attaching a reinforcing material to the asphalt attached to the string-like member is further provided, and the asphalt and the reinforcing material are alternately attached twice or more to the string-like member. It is preferable that the thickness of the string-like member is adjusted.

かかる構成によれば、紐状部材に対して、アスファルトと補強材とを交互に2回以上付着させることにより、紐状部材の太さを調節して、ひび割れの幅に適合した紐状部材を簡易に作製できる。   According to such a configuration, the string-shaped member that adjusts the thickness of the string-shaped member by attaching the asphalt and the reinforcing material to the string-shaped member alternately twice or more, and adapts the width of the crack. Easy to produce.

また、前記アスファルト付着工程において前記アスファルトの温度を変更することにより、前記紐状部材の太さを調節するように構成するのが好ましい。   Moreover, it is preferable to comprise so that the thickness of the said string-like member may be adjusted by changing the temperature of the said asphalt in the said asphalt adhesion process.

アスファルトの温度が高い場合には、アスファルトの粘度が下がるため、紐状部材に付着するアスファルトの付着量が少なくなる一方、アスファルトの温度が低い場合には、アスファルトの粘度が上がるため、紐状部材に付着するアスファルトの付着量が多くなることから、かかる構成によれば、アスファルト付着工程においてアスファルトの温度を変更することにより、アスファルトの付着量を調節することが可能となり、ひいては補修材の太さを調節して、ひび割れの幅に適合した紐状部材を簡易に作製できる。   When the temperature of the asphalt is high, the viscosity of the asphalt decreases, so the amount of asphalt attached to the string-like member decreases. On the other hand, when the temperature of the asphalt is low, the viscosity of the asphalt increases. As a result, the amount of asphalt attached to the surface of the asphalt increases, and according to such a configuration, it is possible to adjust the amount of asphalt attached by changing the temperature of the asphalt in the asphalt attaching step, and thus the thickness of the repair material. Thus, a string-like member suitable for the width of the crack can be easily produced.

前記課題を解決するために、本発明は、舗装体に発生したひび割れを補修するための舗装体の補修材であって、紐状部材と、前記紐状部材に付着するアスファルトと、を備えたことを特徴とする。   In order to solve the above-mentioned problems, the present invention is a repair material for a pavement for repairing a crack generated in the pavement, and includes a string-like member and an asphalt attached to the string-like member. It is characterized by that.

本発明によれば、前記したように、ひび割れの長さに合わせて紐状部材を長さ方向に対し直角に切断し、且つひび割れの幅に合わせて紐状部材に付着させるアスファルトの付着量を調節することにより、ひび割れの形状(状態)に適合した補修材を作製できる。そして、当該補修材をひび割れに充填することにより、ひび割れを確実にシールできる一方、舗装体の表面への補修材の付着を抑制できるため、車両等が補修材に直接接触し難くなり、補修材が剥離し難くなる。したがって、本発明によれば、長期的に安定したシール性を確保できる。   According to the present invention, as described above, the amount of asphalt attached to the string-like member is cut in a direction perpendicular to the length direction according to the length of the crack and attached to the string-like member according to the width of the crack. By adjusting, a repair material suitable for the shape (state) of the crack can be produced. By filling the repair material into the crack, the crack can be reliably sealed, while the adhesion of the repair material to the surface of the pavement can be suppressed, making it difficult for the vehicle or the like to come into direct contact with the repair material. Becomes difficult to peel. Therefore, according to the present invention, it is possible to ensure a long-term stable sealing performance.

また、本発明によれば、紐状部材の長さや太さを簡易に調節して、ひび割れの形状に適合した補修材を作製できるため、補修材が舗装体の表面よりも盛り上がることがなく、補修材の表面を均す作業を省略できる。したがって、本発明によれば、従来技術(非特許文献1の技術)に比較して、補修作業時の作業効率が向上する。   In addition, according to the present invention, it is possible to easily adjust the length and thickness of the string-like member to produce a repair material suitable for the shape of the crack, so that the repair material does not rise above the surface of the pavement, Work to level the surface of the repair material can be omitted. Therefore, according to the present invention, work efficiency at the time of repair work is improved as compared with the conventional technique (the technique of Non-Patent Document 1).

前記課題を解決するために、本発明は、舗装体に発生したひび割れを補修するための補修材の製造方法であって、紐状部材にアスファルトを付着させるアスファルト付着工程と、を備えたことを特徴とする。   In order to solve the above-mentioned problem, the present invention is a method for manufacturing a repair material for repairing a crack generated in a pavement, and includes an asphalt attachment step of attaching asphalt to a string-like member. Features.

本発明によれば、アスファルトを紐状部材に付着させることにより、補修材を簡易に製造することができる。   According to the present invention, the repair material can be easily manufactured by attaching asphalt to the string-like member.

本発明によれば、長期的に安定したシール性を確保でき、補修作業時の作業効率が向上する簡易な舗装体の補修方法を提供することができる。
また、前記舗装体の補修方法に用いる補修材及び前記補修材の製造方法を提供することができる。
According to the present invention, it is possible to provide a simple pavement repairing method that can ensure a long-term stable sealing property and improve work efficiency during repair work.
Moreover, the repair material used for the repair method of the said pavement body, and the manufacturing method of the said repair material can be provided.

(a)は、本発明の実施形態に係る補修材をひび割れに充填するときの様子を示す概略斜視図であり、(b)は、補修材をひび割れに充填した状態を示す断面図である。(A) is a schematic perspective view which shows a mode when the repair material which concerns on embodiment of this invention is filled into a crack, (b) is sectional drawing which shows the state with which the repair material was filled into the crack. 補修材を製造する工程を示す説明図であり、(a)は、紐状部材を切断する切断工程を示す斜視図、(b)は、特殊アスファルトを付着させる特殊アスファルト付着工程を示す斜視図、(c)は、石粉を付着させる石粉付着工程を示す斜視図である。It is explanatory drawing which shows the process of manufacturing a repair material, (a) is a perspective view which shows the cutting process which cut | disconnects a string-like member, (b) is a perspective view which shows the special asphalt attachment process to which special asphalt is made to adhere, (C) is a perspective view which shows the stone powder adhesion process to which stone powder is made to adhere. ひび割れを補修する工程を示す説明図であり、(a)は、ひび割れを清掃する清掃工程を示す断面図、(b)は、ひび割れを乾燥させる乾燥工程を示す断面図、(c)は、補修材をひび割れに充填する充填工程を示す断面図、(d)は、充填した補修材を加熱する加熱工程を示す断面図である。It is explanatory drawing which shows the process of repairing a crack, (a) is sectional drawing which shows the cleaning process which cleans a crack, (b) is sectional drawing which shows the drying process which dries a crack, (c) is repair. Sectional drawing which shows the filling process which fills a material with a crack, (d) is sectional drawing which shows the heating process which heats the filled repair material. ひび割れを補修する他の方法を示す断面図である。It is sectional drawing which shows the other method of repairing a crack.

本発明の好適な実施の形態について、図面を参照して詳細に説明する。以下の説明において、同一要素には同一の符号を用い、重複する説明は省略する。
なお、本実施形態では、本発明の舗装体の補修材を、道路に発生したひび割れに適用する場合について説明するが、補修材の使用目的を限定するものではない。
DESCRIPTION OF EMBODIMENTS Preferred embodiments of the present invention will be described in detail with reference to the drawings. In the following description, the same reference numerals are used for the same elements, and duplicate descriptions are omitted.
In addition, although this embodiment demonstrates the case where the repair material of the pavement of this invention is applied to the crack which generate | occur | produced on the road, the intended purpose of use of a repair material is not limited.

図1(a)は、本発明の実施形態に係る補修材1をひび割れCに充填するときの様子を示す概略斜視図であり、(b)は、補修材1をひび割れCに充填した状態を示す断面図である。なお、図1(b)では、説明の便宜上、紐状部材11に対する特殊アスファルト12及び石粉13の付着状態を模式的に描いている。
図1(a)(b)に示すように、補修材1は、既設のアスファルト舗装体たる道路Rに発生した線状のひび割れCに充填され、ひび割れCからの雨水等の浸入を防止するためのシール材である。
補修材1は、図1(b)に示すように、紐状部材11と、特殊アスファルト12と、石粉13と、を備えて構成されている。
FIG. 1A is a schematic perspective view showing a state in which the cracking C is filled with the repair material 1 according to the embodiment of the present invention, and FIG. 1B shows a state in which the cracking C is filled with the repair material 1. It is sectional drawing shown. In addition, in FIG.1 (b), the adhesion state of the special asphalt 12 and the stone powder 13 with respect to the string-like member 11 is drawn typically for convenience of explanation.
As shown in FIGS. 1 (a) and 1 (b), the repair material 1 is filled in linear cracks C generated on the road R which is an existing asphalt pavement, so as to prevent intrusion of rainwater or the like from the cracks C. It is a sealing material.
As shown in FIG. 1B, the repair material 1 includes a string-like member 11, a special asphalt 12, and stone powder 13.

紐状部材11は、例えば、断面視円形状を呈する長尺な綿製の撚り紐で構成される。紐状部材11は、ひび割れCの形状に合わせて変形させることが可能であって、任意の長さに切断可能であり、かつ特殊アスファルト12を付着(含浸)させることが可能であれば、その形状、材質等は特に限定されるものではない。紐状部材11の太さは、後記するように特殊アスファルト12及び石粉13の付着量を適宜調節することにより太くできるため、例えば、1mm程度のものを用いることが好ましい。   The string-like member 11 is constituted by, for example, a long cotton twisted string having a circular shape in cross section. If the string-like member 11 can be deformed according to the shape of the crack C, can be cut to an arbitrary length, and the special asphalt 12 can be adhered (impregnated), The shape, material, etc. are not particularly limited. Since the thickness of the string-like member 11 can be increased by appropriately adjusting the adhesion amounts of the special asphalt 12 and the stone powder 13 as will be described later, for example, it is preferable to use one having a thickness of about 1 mm.

アスファルトたる特殊アスファルト12は、紐状部材11に付着される材料である。本実施形態の特殊アスファルト12としては、変形追従性(応力緩和性)の高いものを用いることが好ましく、例えば、以下の表1に示す性状のものを用いることが好ましい。   The special asphalt 12 as an asphalt is a material attached to the string-like member 11. As the special asphalt 12 of the present embodiment, it is preferable to use a material having high deformation followability (stress relaxation property), for example, a material having the properties shown in Table 1 below.

Figure 0005438735
Figure 0005438735

表1に示すように、本実施形態の特殊アスファルト12は、針入度が高い値を示しており比較的柔らかく弾力性があるため、繰り返し加わる交通荷重や温度変化等による道路R(特にひび割れC箇所)の変形(歪み)に追従して変形することが可能である。したがって、補修材1の損傷を抑制して、ひび割れCの再発及び伝播を抑制できる。   As shown in Table 1, the special asphalt 12 of the present embodiment has a high penetration value and is relatively soft and elastic. Therefore, the road R (particularly cracked C) due to repeated traffic loads, temperature changes, etc. It is possible to deform following the deformation (distortion) of the portion. Therefore, the damage of the repair material 1 can be suppressed, and the recurrence and propagation of the crack C can be suppressed.

また、表1に示すように、本実施形態の特殊アスファルト12は、軟化点及び60℃粘度が高い値を示しており耐流動性(高温性状)が優れる一方、フラース脆化点が低い値を示しており耐低温ひび割れ性(低温性状)が優れている。したがって、高温時及び低温時における耐久性が高いため、温度が変化しても補修材1の損傷を抑制して、ひび割れCの再発及び伝播を抑制できる。   Moreover, as shown in Table 1, the special asphalt 12 of the present embodiment has a high softening point and a high viscosity at 60 ° C., and has excellent flow resistance (high-temperature properties), while a low value of the Frath embrittlement point. It shows excellent resistance to low-temperature cracking (low-temperature properties). Therefore, since durability at high temperature and low temperature is high, damage to the repair material 1 can be suppressed even when the temperature changes, and the recurrence and propagation of the crack C can be suppressed.

なお、特殊アスファルト12は、前記性状のものに限定されることなく、補修箇所の交通条件や環境条件等を考慮して、適宜変更してよい。また、特殊アスファルト12に替えて通常のアスファルトを用いてもよい。   The special asphalt 12 is not limited to those having the above-mentioned properties, and may be changed as appropriate in consideration of traffic conditions, environmental conditions, and the like at the repair location. Further, ordinary asphalt may be used in place of the special asphalt 12.

補強材たる石粉13は、特殊アスファルト12に付着される材料であり、公知の石粉の中から適宜選択して用いることができる。石粉13は、補修材1の強度(耐久性)を高めると共に、例えば、保管時や運搬時等の使用前(補修前)において補修材1,1同士や補修材1と他の物が付着するのを防止する役割を果たしている。これにより、補修材1の保管作業や運搬作業等が容易になる。   The stone powder 13 as a reinforcing material is a material attached to the special asphalt 12, and can be appropriately selected from known stone powders. The stone powder 13 increases the strength (durability) of the repair material 1 and, for example, the repair materials 1 and 1 or the repair material 1 and other objects adhere to each other before use (before repair) during storage or transportation. It plays a role to prevent. Thereby, the storage work of the repair material 1, a conveyance work, etc. become easy.

なお、本実施形態では、補強材として石粉13を使用したが、本発明はこれに限定されることなく、例えば、合成繊維、植物繊維、炭素繊維、ゴム粉、マイカ粉、クレー、タルク、フライアッシュ、カーボンブラック、人工骨材等を使用してもよい。また、これらの材料は、それぞれ単独で使用してもよいし、2種以上を混合して使用してもよい。更には、粉体(粉)よりも粒径の大きな砂等を粉体に混合したものを使用してもよい。   In this embodiment, the stone powder 13 is used as the reinforcing material. However, the present invention is not limited to this, and for example, synthetic fiber, plant fiber, carbon fiber, rubber powder, mica powder, clay, talc, fly Ash, carbon black, artificial aggregate or the like may be used. These materials may be used alone or in combination of two or more. Furthermore, you may use what mixed sand etc. with a particle size larger than powder (powder) into powder.

本発明の実施形態に係る補修材1は、基本的には以上のように構成されるものであり、次に、図2を参照して、本実施形態に係る補修材1の製造方法について説明する。
なお、図2は、補修材1を製造する工程を示す説明図であり、(a)は、紐状部材11を切断する切断工程を示す斜視図、(b)は、特殊アスファルト12を付着させる特殊アスファルト付着工程を示す斜視図、(c)は、石粉13を付着させる石粉付着工程を示す斜視図である。
The repair material 1 according to the embodiment of the present invention is basically configured as described above. Next, a method for manufacturing the repair material 1 according to the present embodiment will be described with reference to FIG. To do.
2 is an explanatory view showing a process of manufacturing the repair material 1, (a) is a perspective view showing a cutting process of cutting the string-like member 11, and (b) is a special asphalt 12 attached. The perspective view which shows a special asphalt adhesion process, (c) is a perspective view which shows the stone powder adhesion process to which the stone powder 13 is adhered.

本実施形態の補修材1の製造方法は、切断工程と、特殊アスファルト付着工程と、石粉付着工程と、を備える。   The manufacturing method of the repair material 1 of this embodiment is provided with a cutting process, a special asphalt adhesion process, and a stone powder adhesion process.

<切断工程>
図2(a)に示すように、ひび割れCの長さに合わせて、はさみ2等の切断手段で紐状部材11を長さ方向に対し直角に切断し、紐状部材11の長さを調節する。この場合、後記するように紐状部材11の太さは適宜調節できるため、太さが1mm程度の細い紐状部材11を使用することが好ましい。
<Cutting process>
As shown in FIG. 2A, the length of the string-like member 11 is adjusted by cutting the string-like member 11 at right angles to the length direction by cutting means such as scissors 2 according to the length of the crack C. To do. In this case, as will be described later, since the thickness of the string-like member 11 can be adjusted as appropriate, it is preferable to use a thin string-like member 11 having a thickness of about 1 mm.

<特殊アスファルト付着工程>
続いて、図2(b)に示すように、切断した紐状部材11に特殊アスファルト12を付着させる。具体的には、容器3内に入った液体状の特殊アスファルト12に紐状部材11を浸すことにより、特殊アスファルト12を紐状部材11に付着させる(詳しくは紐状部材11の内部まで含浸させる)。このとき、図示しない加熱手段で容器3を加熱することにより、特殊アスファルト12を溶融させて紐状部材11に付着させる。
<Special asphalt adhesion process>
Subsequently, as shown in FIG. 2B, the special asphalt 12 is attached to the cut string-like member 11. Specifically, the special asphalt 12 is adhered to the string-like member 11 by immersing the string-like member 11 in the liquid special asphalt 12 contained in the container 3 (specifically, the string-like member 11 is impregnated to the inside). ). At this time, the special asphalt 12 is melted and attached to the string-like member 11 by heating the container 3 with a heating means (not shown).

<石粉付着工程>
続いて、図2(c)に示すように、特殊アスファルト12に石粉13を付着させる。具体的には、特殊アスファルト12が付着した紐状部材11を、石粉13が入った容器4内に入れることにより、石粉13を特殊アスファルト12に付着させる。
<Stone powder adhesion process>
Subsequently, as shown in FIG. 2 (c), stone powder 13 is adhered to the special asphalt 12. Specifically, the stone powder 13 is attached to the special asphalt 12 by putting the string-like member 11 to which the special asphalt 12 is attached into the container 4 containing the stone powder 13.

なお、前記石粉付着工程の後、補修材1の太さがひび割れCの幅よりも小さい場合には、ひび割れCの幅に合わせて特殊アスファルト12及び石粉13を付着させる作業を交互に2回以上繰り返し行ってもよい。これにより、補修材1の太さを任意且つ迅速に太くすることができ、ひび割れCの幅に適合させることができる。   In addition, after the said stone powder adhesion process, when the thickness of the repair material 1 is smaller than the width | variety of the crack C, the operation | work which makes the special asphalt 12 and the stone powder 13 adhere alternately according to the width of the crack C is twice or more. You may repeat. Thereby, the thickness of the repair material 1 can be increased arbitrarily and quickly, and it can be adapted to the width of the crack C.

ちなみに、太さが2mmの紐状部材11を用意して、特殊アスファルト12及び石粉13の付着作業を交互に3回繰り返す実験を、本出願の発明者が行ったところ、1回目の付着作業で紐状部材11の太さが4mm、2回目の付着作業で紐状部材11の太さが7mm、3回目の付着作業で紐状部材11の太さが13mmになることが確認された。   By the way, when the inventor of the present application conducted an experiment in which a string-like member 11 having a thickness of 2 mm was prepared and the adhesion work of the special asphalt 12 and the stone powder 13 was alternately repeated three times, the first adhesion work was performed. It was confirmed that the thickness of the string-like member 11 was 4 mm, the thickness of the string-like member 11 was 7 mm in the second attaching operation, and the thickness of the string-like member 11 was 13 mm in the third attaching operation.

次に、図3を参照して、本実施形態に係る補修材1を使用して、道路Rに発生したひび割れCを補修する方法について説明する。
なお、図3は、ひび割れCを補修する工程を示す説明図であり、(a)は、ひび割れCを清掃する清掃工程を示す断面図、(b)は、ひび割れCを乾燥させる乾燥工程を示す断面図、(c)は、補修材1をひび割れCに充填する充填工程を示す断面図、(d)は、充填した補修材1を加熱する加熱工程を示す断面図である。
Next, with reference to FIG. 3, the method of repairing the crack C which generate | occur | produced on the road R using the repair material 1 which concerns on this embodiment is demonstrated.
FIG. 3 is an explanatory view showing a process of repairing the crack C, (a) is a cross-sectional view showing a cleaning process for cleaning the crack C, and (b) shows a drying process for drying the crack C. Cross-sectional view, (c) is a cross-sectional view showing a filling process for filling the repair material 1 into the crack C, and (d) is a cross-sectional view showing a heating process for heating the filled repair material 1.

本実施形態の補修材1を用いた補修方法は、清掃工程と、乾燥工程と、充填工程と、加熱工程と、を備える。   The repair method using the repair material 1 of the present embodiment includes a cleaning process, a drying process, a filling process, and a heating process.

<清掃工程>
図3(a)に示すように、ひび割れC内の清掃を行う。具体的には、エアコンプレッサー5等を使用して圧搾空気をひび割れC内に吹きかけ、ひび割れC内に堆積している(こびりついている)土砂やほこり等の堆積物6を除去する。
<Cleaning process>
As shown in FIG. 3A, the crack C is cleaned. Specifically, compressed air is blown into the cracks C using an air compressor 5 or the like, and sediments 6 such as earth and sand and dust accumulated in the cracks C are removed.

<乾燥工程>
続いて、図3(b)に示すように、ひび割れCを乾燥させる。具体的には、バーナー7等の加熱手段を使用してひび割れC内及びその周辺を乾燥させる。なお、道路Rが乾燥状態にある場合には、当該乾燥工程を省略してもよい。
<Drying process>
Subsequently, as shown in FIG. 3B, the crack C is dried. Specifically, the inside of the crack C and its periphery are dried using heating means such as the burner 7. In addition, when the road R is in a dry state, the drying step may be omitted.

<充填工程>
続いて、図3(c)に示すように、特殊アスファルト12及び石粉13を紐状部材11に付着させることにより作製した補修材1を、ひび割れC内に充填する。具体的には、ひび割れCの長さ方向の形状に沿うように補修材1を変形させつつ、手作業でひび割れC内に押し込む(図1(a)参照)。
<Filling process>
Subsequently, as shown in FIG. 3C, the repair material 1 produced by attaching the special asphalt 12 and the stone powder 13 to the string-like member 11 is filled in the crack C. Specifically, the repair material 1 is deformed so as to follow the shape of the crack C in the length direction, and is manually pushed into the crack C (see FIG. 1A).

<加熱工程>
続いて、図3(d)に示すように、ひび割れC内に充填した補修材1を加熱する。具体的には、バーナー7等の加熱手段を使用して補修材1を加熱する。このとき、特殊アスファルト12が溶融して石粉13と混合し、この混合物Mがひび割れCの側面と紐状部材11との間の隙間まで充填されると共に、ひび割れC内で道路Rに接着する。この状態のまま自然冷却すると、混合物Mが硬化し道路Rに一体的に結合して、補修作業が完了する。
なお、紐状部材11は、補修後ひび割れC内に残置されてもよいし、充填工程後であって混合物Mの硬化前にひび割れC内から除去されてもよい。
<Heating process>
Subsequently, as shown in FIG. 3D, the repair material 1 filled in the crack C is heated. Specifically, the repair material 1 is heated using a heating means such as a burner 7. At this time, the special asphalt 12 is melted and mixed with the stone powder 13, and the mixture M is filled up to the gap between the side surface of the crack C and the string-like member 11, and adheres to the road R in the crack C. If it cools naturally in this state, the mixture M will harden | cure and will couple | bond with the road R integrally, and repair work will be completed.
The string-like member 11 may be left in the crack C after the repair, or may be removed from the crack C after the filling process and before the mixture M is cured.

以上説明した本実施形態によれば、ひび割れCの長さに合わせて紐状部材11を長さ方向に対し直角に切断し、且つひび割れCの幅に合わせて紐状部材11に付着させる特殊アスファルト12及び石粉13の付着量を調節することにより、ひび割れCの形状(状態)に適合した補修材1を作製できる。そして、当該補修材1をひび割れCに充填することにより、ひび割れCを確実にシールできる一方、道路Rの表面への補修材1の付着を抑制できるため、車両等(例えば普通自動車、除雪車等)が補修材1に直接接触し難くなり、補修材1が剥離し難くなる。
また、充填した補修材1を加熱することにより、補修材1の特殊アスファルト12が溶融して道路Rに接着(結合)するため、ひび割れCを確実にシールできる一方、ひび割れC内において補修材1が剥離し難くなる。
したがって、本実施形態によれば、補修材1が剥離して飛散し難くなるため、長期的に安定したシール性を確保できる。
According to the present embodiment described above, the special asphalt that cuts the string-like member 11 at right angles to the length direction according to the length of the crack C and adheres to the string-like member 11 according to the width of the crack C. The repair material 1 suitable for the shape (state) of the crack C can be produced by adjusting the adhesion amount of 12 and the stone powder 13. And by filling the crack C with the repair material 1, the crack C can be reliably sealed, while the adhesion of the repair material 1 to the surface of the road R can be suppressed, so vehicles (for example, ordinary cars, snow plows, etc.) ) Becomes difficult to directly contact the repair material 1, and the repair material 1 is difficult to peel off.
Further, by heating the filled repair material 1, the special asphalt 12 of the repair material 1 melts and adheres (bonds) to the road R, so that the crack C can be reliably sealed, while the repair material 1 in the crack C Becomes difficult to peel.
Therefore, according to this embodiment, since the repair material 1 peels off and becomes difficult to scatter, it is possible to ensure a stable sealing performance for a long period of time.

本実施形態によれば、特殊アスファルト12が比較的柔らかく弾力性があることにより、繰り返し加わる交通荷重等による道路Rの変形に追従して変形することが可能である。したがって、補修材1の損傷を抑制して、ひび割れCの再発及び伝播を抑制できるため、長期的に安定したシール性をより一層確保できる。   According to this embodiment, since the special asphalt 12 is relatively soft and elastic, it can be deformed following the deformation of the road R caused by repeatedly applied traffic loads or the like. Therefore, damage to the repair material 1 can be suppressed, and the recurrence and propagation of the crack C can be suppressed, so that a long-term stable sealing property can be further ensured.

本実施形態によれば、特殊アスファルト12及び石粉13を紐状部材11に付着させることにより作製した補修材1を、ひび割れCに充填してバーナー7等の加熱手段で加熱するだけで補修作業が完了する。すなわち、補修材1が冷えた状態でも柔らかく、冷えた状態でもひび割れCに充填できるため、従来技術(例えば非特許文献1の技術)に比較して、クラック充填材を溶解釜に入れて高温になるまで加熱する作業を省略でき、補修作業が容易になる。
また、本実施形態によれば、補修材1の長さや太さを簡易に調節して、ひび割れCの形状に適合した補修材1を作製できるため、補修材1が道路Rの表面よりも盛り上がることがなく、補修材1の表面を均す作業を省略できる。
したがって、本実施形態によれば、従来技術に比較して、補修作業時の作業効率が向上する。
According to this embodiment, the repair work 1 prepared by attaching the special asphalt 12 and the stone powder 13 to the string-like member 11 is filled in the crack C and heated by heating means such as the burner 7. Complete. In other words, since the repair material 1 is soft even in a cold state and can be filled in the crack C even in a cold state, the crack filler is put in a melting pot and heated to a higher temperature than in the prior art (for example, the technique of Non-Patent Document 1). Heating work can be omitted, and repair work becomes easy.
Moreover, according to this embodiment, since the length and thickness of the repair material 1 can be adjusted easily and the repair material 1 suitable for the shape of the crack C can be produced, the repair material 1 rises from the surface of the road R. This eliminates the need for leveling the surface of the repair material 1.
Therefore, according to this embodiment, the work efficiency at the time of repair work improves compared with the prior art.

本実施形態によれば、紐状部材11が変形可能であり、かつ特殊アスファルト12が柔らかい弾力性を有するため、非常に幅の狭いひび割れである、所謂ヘアークラックの補修作業を容易且つ確実に行うことができる。
また、紐状部材11が変形可能であり、かつ特殊アスファルト12が柔らかい弾力性を有するため、長さ方向に複雑に曲がった形状のひび割れCや長さ方向に沿って幅が異なる形状のひび割れCに対しても補修材1が追従して変形することが可能であり、確実にシールできる。
すなわち、本実施形態の補修材1は柔軟性(可撓性)を有するため、様々な形状のひび割れCに対応することができ、確実にシールできる。
According to this embodiment, since the string-like member 11 is deformable and the special asphalt 12 has soft elasticity, the repair work for the so-called hair crack, which is a very narrow crack, is easily and reliably performed. be able to.
Further, since the string-like member 11 is deformable and the special asphalt 12 has soft elasticity, the crack C having a shape bent in a complicated manner in the length direction or the crack C having a shape having a different width along the length direction. However, the repair material 1 can follow and be deformed, and can be reliably sealed.
That is, since the repair material 1 of this embodiment has a softness | flexibility (flexibility), it can respond to the crack C of various shapes, and can seal it reliably.

本実施形態によれば、ひび割れCの深さが深い場合であっても、補修材1が紐状部材11を有するため、ひび割れCの底部側まで落ち込み難くなる。   According to this embodiment, even if the depth of the crack C is deep, the repair material 1 has the string-like member 11, so that it is difficult to fall down to the bottom side of the crack C.

本実施形態によれば、ひび割れCの深さが深い場合であっても、ひび割れCの上部側の幅に合わせて、補修材1の太さを調節することにより、補修材1がひび割れCの上部側で係止されやすくなるため、ひび割れCの底部側までより一層落ち込み難くなる。   According to the present embodiment, even if the depth of the crack C is deep, the repair material 1 is made of the crack C by adjusting the thickness of the repair material 1 according to the width of the upper side of the crack C. Since it becomes easy to be latched on the upper side, it is more difficult to drop down to the bottom side of the crack C.

本実施形態によれば、紐状部材11に対して、特殊アスファルト12と石粉13とを交互に2回以上付着させることにより、補修材1の太さを調節して、ひび割れCの幅に適合した補修材1を簡易に作製できる。   According to the present embodiment, the special asphalt 12 and the stone powder 13 are alternately attached twice or more to the string-like member 11 to adjust the thickness of the repair material 1 and conform to the width of the crack C. The repaired material 1 can be easily produced.

本実施形態によれば、ひび割れC内に紐状部材11を残置した場合であっても、道路Rのリサイクル時に紐状部材11が支障にならないという利点を有する。   According to this embodiment, even if the string-like member 11 is left in the crack C, there is an advantage that the string-like member 11 does not become an obstacle when the road R is recycled.

以上、本発明について、好適な実施形態について説明したが、本発明は前記実施形態に限られず、本発明の趣旨を逸脱しない範囲で適宜設計変更が可能である。   As mentioned above, although preferred embodiment was described about this invention, this invention is not limited to the said embodiment, A design change is possible suitably in the range which does not deviate from the meaning of this invention.

本実施形態では、本発明の補修材1を、道路Rに発生したひび割れCに適用した場合について説明したが、本発明はこれに限定されることなく、例えば、駐車場、飛行場、コンテナヤード、広場、駅のホーム、歩道、遊歩道、ダム遮水壁のアスファルト舗装等のひび割れが発生する虞のある場所に適用することができる。また、コンクリート舗装体に発生したひび割れに適用してもよい。   Although this embodiment demonstrated the case where the repair material 1 of this invention was applied to the crack C which generate | occur | produced on the road R, this invention is not limited to this, For example, a parking lot, an airfield, a container yard, It can be applied to places where cracks may occur such as plazas, station platforms, sidewalks, promenades, and asphalt pavement of dam impervious walls. Moreover, you may apply to the crack which generate | occur | produced in the concrete pavement.

また、本実施形態では、本発明の補修材1を、線状のひび割れCを補修するために用いたが、本発明はこれに限定されることなく、面状(亀甲状)のひび割れCを補修するために用いてもよい。この場合、複数の補修材1,1を用いることが好ましい。また、複数の補修材1,1同士は、バーナー7等の加熱手段で互いの特殊アスファルト12,12を溶融して接着し合うことにより、補修材1,1間を隙間無く繋ぐことができる。そのため、隣り合う補修材1,1の間から雨水等がひび割れC内に浸入することがなく、シール性を確保できる。   Moreover, in this embodiment, although the repair material 1 of this invention was used in order to repair the linear crack C, this invention is not limited to this, The planar (tortoise-like) crack C is used. It may be used to repair. In this case, it is preferable to use a plurality of repair materials 1 and 1. Moreover, the repair materials 1 and 1 can connect the repair materials 1 and 1 without gap by melt | dissolving and bonding each other's special asphalt 12 and 12 with heating means, such as the burner 7. FIG. Therefore, rainwater or the like does not enter the crack C from between the adjacent repair materials 1 and 1, and sealing performance can be ensured.

また、図4に示すように、ひび割れCの深さが深い場合には、複数の(少なくとも2つ以上の)補修材1,1を上下に重ねるように充填して、ひび割れCの補修を行ってもよい。この場合、ひび割れCに補修材1を1つ充填する毎にバーナー7等の加熱手段で加熱することが好ましい。このようにすると、ひび割れCの底部まで補修材1を行き渡らせることができる。   In addition, as shown in FIG. 4, when the depth of the crack C is deep, a plurality of (at least two) repair materials 1 and 1 are filled up and down to repair the crack C. May be. In this case, it is preferable to heat by heating means such as the burner 7 every time one repair material 1 is filled in the crack C. If it does in this way, repair material 1 can be spread to the bottom of crack C.

また、補修材1を部分的に太くしたり、細くしたりするように不均一に作製してもよいし、単一のひび割れCに対して分割した複数の補修材1,1を用いて補修を行ってもよい。   Further, the repair material 1 may be unevenly formed so as to be partially thickened or thinned, or repair is performed using a plurality of repair materials 1, 1 divided for a single crack C. May be performed.

また、本実施形態では、特殊アスファルト12及び石粉13を付着させる作業を交互に2回以上繰り返し行うことにより補修材1の太さを調節したが、本発明はこれに限定されることなく、特殊アスファルト12の温度を変更することにより補修材1の太さを調節してもよい。すなわち、特殊アスファルト12の温度が高い場合には、特殊アスファルト12の粘度が下がるため、紐状部材11に付着する特殊アスファルト12の付着量が少なくなる一方、特殊アスファルト12の温度が低い場合には、特殊アスファルト12の粘度が上がるため、紐状部材11に付着する特殊アスファルト12の付着量が多くなることから、前記した特殊アスファルト付着工程において特殊アスファルト12の温度を適宜変更することにより、特殊アスファルト12の付着量を調節することが可能となり、補修材1の太さを調節できる。   In the present embodiment, the thickness of the repair material 1 is adjusted by alternately performing the work of attaching the special asphalt 12 and the stone powder 13 twice or more. However, the present invention is not limited to this, The thickness of the repair material 1 may be adjusted by changing the temperature of the asphalt 12. That is, when the temperature of the special asphalt 12 is high, the viscosity of the special asphalt 12 decreases, so that the amount of the special asphalt 12 adhering to the string-like member 11 decreases, whereas the temperature of the special asphalt 12 is low. Since the viscosity of the special asphalt 12 increases, the amount of the special asphalt 12 that adheres to the string-like member 11 increases. Therefore, by changing the temperature of the special asphalt 12 as appropriate in the special asphalt attachment step, the special asphalt 12 12 can be adjusted, and the thickness of the repair material 1 can be adjusted.

ちなみに、特殊アスファルト12の付着量を多くする場合、特殊アスファルト12の温度は、例えば、100℃以上〜140℃未満に設定されることが好ましく、特殊アスファルト12の付着量を少なくする場合、特殊アスファルト12の温度は、例えば、140℃以上〜180℃未満に設定されることが好ましい。なお、特殊アスファルト12及び石粉13を付着させる作業を交互に2回以上繰り返し行う方法と、特殊アスファルト12の温度を変更して特殊アスファルト12の付着量を調節する方法と、を組み合わせて補修材1の太さを調節してもよい。   By the way, when increasing the amount of special asphalt 12 to be adhered, the temperature of the special asphalt 12 is preferably set to, for example, 100 ° C. or more and less than 140 ° C. When reducing the amount of special asphalt 12 to be adhered, For example, the temperature of 12 is preferably set to 140 ° C. or higher and lower than 180 ° C. The repair material 1 is a combination of a method in which the work of attaching the special asphalt 12 and the stone powder 13 is alternately repeated twice or more and a method of adjusting the amount of the special asphalt 12 by changing the temperature of the special asphalt 12. You may adjust the thickness.

また、本実施形態では、補修材1が石粉(補強材)13を備え、補修材1の製造方法として石粉付着工程(補強材付着工程)を備えたが、本発明はこれに限定されることなく、例えば、紐状部材11の太さを変更したり、特殊アスファルト12の温度を変更することにより特殊アスファルト12の付着量を増減したりして、ひび割れCの幅に適合する補修材1の太さを十分に確保できる場合には、石粉13を省略し、石粉付着工程を省略してもよい。また、石粉13を省略する場合には、施行現場で補修材1を製造すること(つまり、保管作業や運搬作業等が不要であること)が好ましい。   Moreover, in this embodiment, the repair material 1 was provided with the stone powder (reinforcement material) 13, and was provided with the stone powder adhesion process (reinforcement material adhesion process) as a manufacturing method of the repair material 1. However, this invention is limited to this. For example, the thickness of the string-like member 11 is changed, or the amount of adhesion of the special asphalt 12 is increased or decreased by changing the temperature of the special asphalt 12, so that the repair material 1 conforming to the width of the crack C can be obtained. When the thickness can be sufficiently secured, the stone powder 13 may be omitted and the stone powder adhesion step may be omitted. Further, when the stone powder 13 is omitted, it is preferable to manufacture the repair material 1 at the enforcement site (that is, no storage work or transport work is required).

また、補修材1の最も外側を覆うように剥離紙(台紙)を設けてもよい。この場合、補修材1の特殊アスファルト12に剥離紙が接触するように設けられる。このようにすると、保管時及び運搬時に補修材1,1同士や補修材1と他の物が付着するのを防止できるため、保管作業及び運搬作業が容易になる。また、補修後に補修材1の余剰部分を剥離紙で保護して再利用できる。   Further, a release paper (mounting paper) may be provided so as to cover the outermost side of the repair material 1. In this case, the release paper is provided in contact with the special asphalt 12 of the repair material 1. If it does in this way, since it can prevent that the repair materials 1 and 1 or the repair material 1 and other things adhere at the time of storage and conveyance, storage work and conveyance work become easy. Further, after the repair, the surplus portion of the repair material 1 can be reused by being protected with a release paper.

1 補修材
11 紐状部材
12 特殊アスファルト(アスファルト)
13 石粉(補強材)
M 混合物
R 道路(舗装体)
C ひび割れ
2 はさみ
3 容器
4 容器
5 エアコンプレッサー
6 堆積物
7 バーナー
1 Repair material 11 String member 12 Special asphalt (asphalt)
13 Stone powder (reinforcing material)
M mixture R road (pavement)
C crack 2 scissors 3 container 4 container 5 air compressor 6 deposit 7 burner

Claims (5)

舗装体に発生したひび割れを補修するための舗装体の補修方法であって、
紐状部材にアスファルトを付着させるアスファルト付着工程と、
前記アスファルトが付着した前記紐状部材を前記ひび割れに充填する充填工程と、
前記ひび割れに充填した前記紐状部材を加熱する加熱工程と、
を備えたことを特徴とする舗装体の補修方法。
A repair method for a pavement for repairing a crack generated in the pavement,
An asphalt attachment process for attaching asphalt to the string member;
A filling step of filling the cracks with the string-like member to which the asphalt is attached;
A heating step of heating the string-like member filled in the crack;
A method for repairing a pavement, characterized by comprising:
前記紐状部材に付着した前記アスファルトに補強材を付着させる補強材付着工程を更に備え、
前記紐状部材に対して、前記アスファルトと前記補強材とを交互に2回以上付着させることにより、前記紐状部材の太さを調節することを特徴とする請求項1に記載の舗装体の補修方法。
A reinforcing material attaching step of attaching a reinforcing material to the asphalt attached to the string-like member;
The pavement according to claim 1, wherein the thickness of the string-like member is adjusted by alternately attaching the asphalt and the reinforcing material twice or more to the string-like member. Repair method.
前記アスファルト付着工程において前記アスファルトの温度を変更することにより、前記紐状部材の太さを調節することを特徴とする請求項1又は請求項2に記載の舗装体の補修方法。   The method for repairing a pavement according to claim 1 or 2, wherein the thickness of the string-like member is adjusted by changing the temperature of the asphalt in the asphalt adhesion step. 舗装体に発生したひび割れを補修するための舗装体の補修材であって、
紐状部材と、
前記紐状部材に付着するアスファルトと、
を備えたことを特徴とする舗装体の補修材。
Pavement repair material for repairing cracks in the pavement,
A string member;
Asphalt attached to the string-like member;
A pavement repair material characterized by comprising
舗装体に発生したひび割れを補修するための補修材の製造方法であって、
紐状部材にアスファルトを付着させるアスファルト付着工程と、
を備えたことを特徴とする補修材の製造方法。
A method of manufacturing a repair material for repairing a crack generated in a pavement,
An asphalt attachment process for attaching asphalt to the string member;
A method for manufacturing a repair material, comprising:
JP2011194225A 2011-09-06 2011-09-06 Pavement repair method, pavement repair material, and repair material manufacturing method Active JP5438735B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011194225A JP5438735B2 (en) 2011-09-06 2011-09-06 Pavement repair method, pavement repair material, and repair material manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011194225A JP5438735B2 (en) 2011-09-06 2011-09-06 Pavement repair method, pavement repair material, and repair material manufacturing method

Publications (2)

Publication Number Publication Date
JP2013053497A JP2013053497A (en) 2013-03-21
JP5438735B2 true JP5438735B2 (en) 2014-03-12

Family

ID=48130735

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011194225A Active JP5438735B2 (en) 2011-09-06 2011-09-06 Pavement repair method, pavement repair material, and repair material manufacturing method

Country Status (1)

Country Link
JP (1) JP5438735B2 (en)

Also Published As

Publication number Publication date
JP2013053497A (en) 2013-03-21

Similar Documents

Publication Publication Date Title
CN103998687B (en) By composite make for being incorporated to the manufacture object to civil engineering structure
CN103758008B (en) Asphalt pavement crack molding asphalt rubber is squeegeeed method
CN103088752A (en) Construction method of bridge seamless type expansion joint
AU2010293164B2 (en) Tough water-permeable paver
CN1629405B (en) Method for repairing crack on asphalt road pavement
EP2213799A2 (en) Block for repairing a road surface and method for the production of such block
JP5438735B2 (en) Pavement repair method, pavement repair material, and repair material manufacturing method
KR100869651B1 (en) Road surface repairing method using the rubafalt
CN205347949U (en) Bituminous paving hole groove is repaired and is pasted
CA2011725A1 (en) Method and composition for chip sealing a roadway
KR101962474B1 (en) Crack Repairing Method
RU143147U1 (en) WATERPROOF TAPE
JP4500519B2 (en) Asphalt sheet and pavement / repair method using asphalt sheet
JP2005344475A5 (en)
KR101804795B1 (en) Repairing materials and repairing method of road breakage
JP2019210638A (en) Thin film pavement asphalt mixture, method of repairing paved road, and paved road
CN104612016A (en) Quick municipal road first-aid repair method
KR101250216B1 (en) Repairing crevis sheet of paved road and repairing method using it
KR102120411B1 (en) Manufacturing method of liquid composition for reparing and water proofing, liquid composition for reparing and water proofing manufactured by using the same, and reparing and water proofing method for road using the same
KR101370641B1 (en) Repair material for asphalt road and repairing method for road using thereof
JP2014141860A (en) Joint seal material for concrete pavement, and application method and functional recovery method for the same
CN110219240B (en) Epoxy asphalt steel bridge deck pavement method
JP2020084720A (en) Mat type pavement repair material
JP5824590B1 (en) Road surface snow melting structure construction method
JP2014080853A (en) Construction method of resin pavement body in road joint part, and road joint part structure comprised of resin pavement body

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20130326

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20131112

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20131203

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20131213

R150 Certificate of patent or registration of utility model

Ref document number: 5438735

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250