JPS5886202A - Repairing of paved road - Google Patents

Repairing of paved road

Info

Publication number
JPS5886202A
JPS5886202A JP18427681A JP18427681A JPS5886202A JP S5886202 A JPS5886202 A JP S5886202A JP 18427681 A JP18427681 A JP 18427681A JP 18427681 A JP18427681 A JP 18427681A JP S5886202 A JPS5886202 A JP S5886202A
Authority
JP
Japan
Prior art keywords
composite material
road surface
repairing
old
paved road
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.)
Pending
Application number
JP18427681A
Other languages
Japanese (ja)
Inventor
巨志 染谷
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.)
SOMEYAGUMI KK
Original Assignee
SOMEYAGUMI KK
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 SOMEYAGUMI KK filed Critical SOMEYAGUMI KK
Priority to JP18427681A priority Critical patent/JPS5886202A/en
Publication of JPS5886202A publication Critical patent/JPS5886202A/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本願発明は、舗装道路の、とくに、高周波電界の利用に
よる工法ケ採用したアスファルト舗装の補修方法に関す
るもので、その目的とするところに、新合材を再利用せ
しめて使用合材の無、駄を省き、その補修工程をも簡略
化させて人件費の節減を計ると共に、その工期をも短縮
化させ、以て安価な補修工法を提供せんとすることにあ
る。
[Detailed Description of the Invention] The present invention relates to a method for repairing paved roads, particularly asphalt pavement using a construction method using high-frequency electric fields, and its purpose is to reuse new composite materials. The purpose is to provide an inexpensive repair method by eliminating waste of mixed materials and simplifying the repair process to reduce labor costs and shorten the construction period.

通常、アスファルト舗装道路は、長期間使用する払合材
(アスファルト)内部に摩耗や、その内部に埋在する砕
石に片寄りがおきるもので、これがため、道路表面に疲
労破壊とアスファルトのうねりが生ずる原因となり、そ
して、これを防止するには、一定期間が経過した合材は
剥ぎ取り、そこに新しい合材を補填使用することを余儀
なくされている現状にある。
Normally, asphalt-paved roads are used for long periods of time, and the asphalt material (asphalt) is worn out, and the crushed stones buried inside are uneven, resulting in fatigue failure on the road surface and waviness of the asphalt. In order to prevent this, it is currently necessary to strip off the composite material after a certain period of time and replace it with new composite material.

そして、剥ぎ取られた使用済の合材、即ち、廃拐げ、資
源節約のため再利用するべくリザイクリングプラントも
建設されているが、合材の成分自体の開発促進について
は遅々としていて、前記廃材は、依然として専用の再生
処理場へと搬送され、■1生後、再び現場せで運搬する
無駄な工程を取らざるを得ない実状にある。
Recycling plants are also being built to reuse stripped used composite materials to save resources, but progress in promoting the development of the components of composite materials itself has been slow. The actual situation is that the waste materials are still transported to a dedicated recycling processing plant, and after 1), the waste materials have to be transported again to the site, which is a wasteful process.

鼓に、従来性なわれている最も一般的補修工事の工程を
述べてみると、 先ず、超硬質からなる複数個の刃を備えるローラ’(f
 IEI動させて舗装道路の表面を切削除去するか、又
け、重油などよりなるバーナーの火炎により路面を加熱
熔融して該路面を剥ぎ取る第1の工程、 次に、剥ぎ取られた古合材(廃材)を廃棄するための所
定場所捷で搬送する牙2の工程、更に、古合材除去後の
当該場所に新金利を搬入補填する第3の工程、 最后に、補填された新合材を転圧する第4の工程、 とからなり、然るに、このような諸工程を採ったのでに
、即ち、前記第1工程においては、切削除去、加熱熔融
、いずれの手段でも、直接の主術者以外に多くの介助者
を必要とするため人件費が嵩み、前記第2工程において
も、ダンプ車利用など多額の搬送費を必要とし、仮りに
古合材を再利用するにしても再生処理揚重での往得殿送
費は椿めて高価につくもので、史に、前記第3工程も同
様、新合材の搬入費は沈して安価とに云い難く、要する
に、人件費、搬送費、が共に多額に付く、のみならず、
それだけに長期のl(す工日数を必要とするので、施工
現場では、その区間を片側通行とするため交通頻繁な場
所ではその期間交通渋滞を生ずる、等々の欠点がある。
Describing the most common conventional repair work process for drums, first, a roller' (f) with multiple ultra-hard blades is used.
The first step is to remove the surface of the paved road by moving the IEI, or by heating and melting the road surface with the flame of a burner made of heavy oil. The second step is transporting the wood (waste material) to a designated location for disposal, then the third step is transporting the new material to the location after the removal of the old material, and finally the compensated new material. A fourth step of rolling the material.However, since these steps are adopted, in the first step, there is no direct main method, either by cutting or removing or heating and melting. Labor costs increase because many caregivers are required in addition to the person in charge, and the second step also requires large transportation costs such as the use of dump trucks, and even if old composite materials are reused, it is difficult to recycle them. The transportation costs involved in processing and lifting are extremely expensive, and historically, as in the third process, the cost of transporting the new composite material is so low that it is hard to say that it is cheap.In short, labor costs Not only will there be a large amount of transportation costs, but
Because of this, it requires a long period of labor, and since the construction site requires one-way traffic in that section, there are drawbacks such as traffic congestion in areas with heavy traffic during that period.

本願発明は、斜上の欠点を可及的に解消せんとするもの
で、す、下、その補修方法につき、具体的構成を詳述す
る。
The present invention aims to eliminate the problem of the slope as much as possible, and the specific structure of the repair method will be explained in detail below.

本発明方法においては、高周波の電界を路面に加えて該
路面の古合材の誘電体損失により発熱させ、該古合材を
軟化せしめるオlの工程と、軟化状態にある前記古合材
を転圧せしめる2・2の工程、により終了する。
In the method of the present invention, a high-frequency electric field is applied to the road surface to generate heat due to dielectric loss in the old composite material on the road surface, and the old composite material is softened. The process is completed by step 2.2 of rolling compaction.

本方法によれば、先ず、高周波電界を路面に照射するの
で、該路面内部より誘電体損失による所謂電子熱融岸昨
用を利用するため、既に施工され長期使用されてきた古
合材(アスファルト)が内部より程よく加熱され軟化す
るので、従来行なわれていたバーナー火炎による局部的
加熱とは異なり古合材の炭化作用も々く、したがって該
古合材の粘性を変へることなく施工当初の粘性に近い状
態に再生復元できるため、熔融状態にした古合材を、そ
の捷\転圧してゆくとよく、極めて簡単な工程で補修終
了し得るもので、斯くして、既述の従来行なわれていた
オl、第2.第3.の各工程を全く省略し乍らも本項冒
頭に述べた所期の目的を充分達成し得る優れた効果を奏
する。
According to this method, first, a high-frequency electric field is irradiated onto the road surface, and in order to utilize so-called electrothermal melting from the inside of the road surface due to dielectric loss, old composite materials (asphalt) that have already been constructed and have been used for a long time are used. ) is moderately heated and softened from the inside, so unlike the conventional local heating with burner flame, the old composite material has a strong carbonization effect, and therefore, the viscosity of the old composite material remains unchanged during construction. Since it can be regenerated and restored to a state with a viscosity close to that of The second thing that was being done. Third. Although each step is completely omitted, it has an excellent effect of fully achieving the intended purpose stated at the beginning of this section.

なお、当然のこと乍ら、高周波電界の強度は、古合材の
厚さによって適宜7JI]減するもので、実験に徴する
に、厚さ約1.0 (cm :]程変のものを融解し得
る出力とすれば実用上充分と云へ、斯かる装置を移動車
に載せ、連続的に移動照射を行った後、続けて転圧して
ゆけば済むので、古合材や新合材の搬送が不要となり、
介助者、施工日数、が共に少くとも2分の1以下に削減
短縮でき、工費も亦、極めて低廉化し得、合材の粘性劣
化を来たす数回目までは反復工事を行うことができ、そ
の後は熔融時に乳剤を補填すれば足りる。
Of course, the strength of the high-frequency electric field is reduced by 7JI depending on the thickness of the old composite material, and experiments show that the strength of the high-frequency electric field is reduced by 7JI] depending on the thickness of the old composite material, and the experiment shows that the strength of the high-frequency electric field is reduced by approximately 7JI] depending on the thickness of the old composite material. If the output is as high as possible, it is sufficient for practical use.The device can be mounted on a moving vehicle, continuously irradiated, and then compacted. Transportation becomes unnecessary,
Both the number of assistants and the number of construction days can be reduced by at least one-half, construction costs can also be extremely low, and construction can be repeated until the few times when the viscosity of the composite material deteriorates. It is sufficient to supplement the emulsion during melting.

以上that's all

Claims (1)

【特許請求の範囲】[Claims] 高周波電界を路面に加えて該路面の古合利を軟化せしめ
る第1の工程と、軟化状態にある前記古合材を転圧せし
める第2の工程と、より構成されていることを特徴とす
る舗装道路の補修方法。
The method is characterized by comprising a first step of applying a high-frequency electric field to the road surface to soften the aged composite material of the road surface, and a second step of rolling the aged composite material in a softened state. How to repair paved roads.
JP18427681A 1981-11-17 1981-11-17 Repairing of paved road Pending JPS5886202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18427681A JPS5886202A (en) 1981-11-17 1981-11-17 Repairing of paved road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18427681A JPS5886202A (en) 1981-11-17 1981-11-17 Repairing of paved road

Publications (1)

Publication Number Publication Date
JPS5886202A true JPS5886202A (en) 1983-05-23

Family

ID=16150479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18427681A Pending JPS5886202A (en) 1981-11-17 1981-11-17 Repairing of paved road

Country Status (1)

Country Link
JP (1) JPS5886202A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60208502A (en) * 1984-03-30 1985-10-21 多田 宏行 Construction of bitumen pavement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60208502A (en) * 1984-03-30 1985-10-21 多田 宏行 Construction of bitumen pavement
JPH0452325B2 (en) * 1984-03-30 1992-08-21 Hiroyuki Tada

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