JPH0415327B2 - - Google Patents

Info

Publication number
JPH0415327B2
JPH0415327B2 JP8887287A JP8887287A JPH0415327B2 JP H0415327 B2 JPH0415327 B2 JP H0415327B2 JP 8887287 A JP8887287 A JP 8887287A JP 8887287 A JP8887287 A JP 8887287A JP H0415327 B2 JPH0415327 B2 JP H0415327B2
Authority
JP
Japan
Prior art keywords
asphalt
asphalt pavement
heating device
existing
finisher
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.)
Expired
Application number
JP8887287A
Other languages
Japanese (ja)
Other versions
JPS63255402A (en
Inventor
Takami Kawamura
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.)
NITSUTO KENSETSU KK
Original Assignee
NITSUTO KENSETSU 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 NITSUTO KENSETSU KK filed Critical NITSUTO KENSETSU KK
Priority to JP8887287A priority Critical patent/JPS63255402A/en
Publication of JPS63255402A publication Critical patent/JPS63255402A/en
Publication of JPH0415327B2 publication Critical patent/JPH0415327B2/ja
Granted legal-status Critical Current

Links

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  • Road Paving Structures (AREA)
  • Road Paving Machines (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はアスフアルト舗装の継目部分の工法に
係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing joints in asphalt pavement.

(従来の技術) 従来のアスフアルト舗装工法においては、既設
のアスフアルト舗装部の隣接部位に、アスフアル
ト混合物を敷均らし輾圧して、前記既設のアスフ
アルト舗装部に新設のアスフアルト舗装部を接続
し、以下このような工程を反覆して路面のアスフ
アルト舗装を行なつていた。
(Prior art) In the conventional asphalt pavement construction method, an asphalt mixture is leveled and compressed in the area adjacent to the existing asphalt pavement, and a new asphalt pavement is connected to the existing asphalt pavement. The asphalt road surface was paved by repeating this process.

(発明が解決しようとする問題点) 前記従来のアスフアルト舗装工法においては、
既設のアスフアルト舗装部と新設のアスフアルト
舗装部との接合部の接着が悪く、同接合部の剥離
を生じ、特に冬期の施工においてはこの現象が顕
著に現われる。
(Problems to be solved by the invention) In the conventional asphalt pavement method,
The bond between the existing asphalt pavement and the new asphalt pavement is poor, resulting in peeling of the joint, and this phenomenon is particularly noticeable during construction in winter.

この原因の大半は低温の既設のアスフアルト舗
装部の接合端面に、高温の新設のアスフアルト舗
装部のアスフアルト材料が接した場合、両者の温
度差が大きく、低温の既設アスフアルト舗装部の
接合端面に接触した高温の新設アスフアルト舗装
部のアスフアルト材料に急激な温度低下を招来
し、輾圧不足を生起し、接着性能が充分でないこ
とに基因低下する。
This is mostly due to the fact that when the asphalt material of a new asphalt pavement comes into contact with the joint end surface of an existing asphalt pavement section, which is at a low temperature, there is a large temperature difference between the two, and the joint end surface of the existing asphalt pavement section comes into contact with the joint end surface of a low temperature existing asphalt pavement section. This causes a sudden temperature drop in the asphalt material of the newly constructed asphalt pavement, which is at a high temperature, resulting in a lack of pressure, and the adhesive performance deteriorates due to insufficient adhesive performance.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提
案されたもので、アスフアルトフイニツシヤの本
体フレームより外側に加熱装置を突設し、アスフ
アルトフイニツシヤの進行に伴つて同加熱装置に
より新設のアスフアルト舗装に先行して前記既設
のアスフアルト舗装部の接合端縁を加熱すること
を特徴とするアスフアルト舗装のジヨイント工法
に係るものである。
(Means for Solving the Problems) The present invention was proposed to solve these problems, and includes a heating device protruding from the main body frame of the asphalt finisher to prevent the progress of the asphalt finisher. This invention relates to a joint construction method for asphalt pavement, characterized in that the joining edge of the existing asphalt pavement is heated by the same heating device prior to the newly installed asphalt pavement.

(作用) 本発明においては前記したように、アスフアル
トニツシヤの本体フレームより外側に加熱装置を
突設し、アスフアルトフイニツシヤによつて既設
のアスフアルト舗装部に隣接する部位に、新設の
アスフアルト舗装部のアスフアルト混合物を敷均
らし輾圧しながら、前記加熱装置によつて既設の
アスフアルト舗装部の接合端縁を、前記新設のア
スフアルト舗装部の施工に先行して締固め可能な
高い温度まで加熱するとともに、新旧両アスフア
ルト舗装部の接合に支障を招来することのないよ
うにする。
(Function) As described above, in the present invention, a heating device is provided protruding from the main body frame of the asphalt finisher, and the asphalt finisher is used to install a newly constructed asphalt pavement in the area adjacent to the existing asphalt pavement. While leveling and compacting the asphalt mixture, the heating device heats the joint edge of the existing asphalt pavement to a high temperature that allows compaction prior to the construction of the new asphalt pavement; To prevent problems from joining the old and new asphalt pavement sections.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

Aはアスフアルトフイニツシヤ本体で同本体前
部のホツパBより供給されたアスフアルト混合物
を前記本体に内蔵されたコンベヤ装置(図示せ
ず)によつて後方に搬送し、スクリユウコンベヤ
Cによつてスクリード装置Dの前面に拡散分布
し、アスフアルトフイニツシヤの前進に伴つてス
クリード装置Dによつて所要の厚さに輾圧してア
スフアルト舗装部を施工するように構成されてい
る。
A is an asphalt finisher body, and the asphalt mixture supplied from hopper B at the front of the body is conveyed rearward by a conveyor device (not shown) built into the body, and is screeded by a screw conveyor C. The asphalt pavement is distributed in a diffused manner in front of the device D, and as the asphalt finisher moves forward, it is compressed to a required thickness by the screed device D to construct the asphalt pavement.

前記アスフアルトフイニツシヤ本体Aのフレー
ム1側部より、外側方に加熱装置Eが突設されて
いる。
A heating device E is provided to protrude outward from a side portion of the frame 1 of the asphalt finisher main body A.

同加熱装置Eは例えば燃料としてLPガスを使
用し、ガス圧を調整して一定波長の赤外線に熱交
換し、アスフアルトの性質を変えることなく間接
照射によつて加熱できる公知の加熱装置が使用さ
れるが、その他の加熱装置でもよい。
The heating device E is a known heating device that uses LP gas as fuel, adjusts the gas pressure, exchanges heat with infrared rays of a constant wavelength, and heats the asphalt by indirect irradiation without changing its properties. However, other heating devices may be used.

前記加熱装置Eの上部枠2は、アスフアルトフ
イニツシヤと平行に延びる上部水平材3及び同水
平材3と直交して固着された取付部片4に螺挿さ
れた垂直螺棹5,5′に懸吊され、また前記上部
水平材3に直交して固着された取付腕6の先端が
前記フレーム1に設けたホルダー7に着脱自在に
装着され、かくして前記加熱装置Eがアスフアル
トフイニツシヤ本体Aのフレーム1外側に突設さ
れている。
The upper frame 2 of the heating device E has vertical screws 5, 5' screwed into an upper horizontal member 3 extending parallel to the asphalt finisher and a mounting piece 4 fixed perpendicularly to the horizontal member 3. The tip of the mounting arm 6, which is suspended and fixed perpendicularly to the upper horizontal member 3, is removably attached to a holder 7 provided on the frame 1, and thus the heating device E is attached to the asphalt finisher main body A. It protrudes from the outside of the frame 1.

なお図示の実施例においては前後一双の加熱装
置E,Eが上下左右に相対的な回動が可能なジヨ
イント8を介して連結され、各取付腕6は望遠鏡
筒式に伸縮される一双の角筒体より構成され、フ
レーム1に固着された角筒体に、上部水平材3に
固着された角筒体が可摺動的に嵌装され、加熱装
置Eが第1図及び第3図のE1に示すように、ア
スフアルトフイニツシヤのフレーム1と直角方向
に亘つて移動自在なように構成されている。
In the illustrated embodiment, a pair of front and rear heating devices E, E are connected via a joint 8 that can be relatively rotated vertically and horizontally, and each mounting arm 6 has a pair of corners that can be expanded and contracted like a telescopic tube. A rectangular cylinder fixed to the upper horizontal member 3 is slidably fitted into a rectangular cylinder fixed to the frame 1, and the heating device E is configured as shown in FIGS. 1 and 3. As shown in E1 , it is configured to be movable in a direction perpendicular to the frame 1 of the asphalt finisher.

また前部加熱装置Eの取付腕6をフレーム1に
対して伸縮し、同加熱装置Eを第1図のE2に示
すように、ユニバーサルジヨイント8を中心とし
て側方に回動せしめ、カーブのアスフアルト舗装
に対処しうるように構成されている。
In addition, the mounting arm 6 of the front heating device E is extended and contracted with respect to the frame 1, and the heating device E is rotated laterally around the universal joint 8 as shown in E 2 in FIG. It is designed to be able to handle asphalt pavement.

更に前記垂直螺棹5,5′を調整することによ
つて、加熱装置Eを第2図のE3に示すようにユ
ニバーサルジヨイント8を中心として上下方向に
屈折せしめ、坂路のアスフアルト舗装に対処しう
るように構成されている。
Furthermore, by adjusting the vertical screws 5 and 5', the heating device E can be bent in the vertical direction around the universal joint 8 as shown in E3 in FIG. It is configured so that it can be done.

図示の実施例は前記したように構成されている
ので、アスフアルトフイニツシヤを前進させ、既
設のアスフアルト舗装部に隣接する部位にアスフ
アルト混合物を敷均らし、輾圧すると同時に前記
加熱装置Eを作動すると、同加熱装置Eによつて
前記既設のアスフアルト舗装部の接合端縁が締固
め可能な状態にまで加熱されるとともに、同部に
含有されている水分が蒸発乾燥され、加熱装置E
の後方において、アスフアルトフイニツシヤによ
つて敷均らし輾圧される新設のアスフアルト舗装
部が、前記既設のアスフアルト舗装部の接合端縁
に一体的に接合される。
Since the illustrated embodiment is configured as described above, when the asphalt finisher is advanced, the asphalt mixture is spread on the area adjacent to the existing asphalt pavement, and the asphalt mixture is compressed, the heating device E is activated at the same time. The heating device E heats the joint edge of the existing asphalt pavement section to a state where it can be compacted, and the moisture contained in the section is evaporated and dried.
Behind the asphalt pavement, a new asphalt pavement section to be leveled and compacted by an asphalt finisher is integrally joined to the joining edge of the existing asphalt pavement section.

(発明の効果) このように本発明によれば、アスフアルトフイ
ニツシヤの本体フレーム外側に加熱装置を突設
し、アスフアルトフイニツシヤの進行に伴なう新
設のアスフアルト舗装部のアスフアルト混合物の
敷均らし輾圧に先行して、前記加熱装置によつて
既設のアスフアルト舗装部の接合端縁部を締固め
可能な状態にまで加熱するとともに、アスフアル
トの接合に支障を招来する前記接合端縁部の水分
を除去し、同接合端縁部に新設のアスフアルト舗
装部を一体に接合し、新旧両アスフアルトの接合
部をその全長に亘つて均一に仕上げ、同接合部の
剥離を防止するものである。
(Effects of the Invention) According to the present invention, a heating device is provided protruding from the outside of the main body frame of an asphalt finisher, and asphalt mixture is spread on a newly constructed asphalt pavement portion as the asphalt finisher progresses. Prior to compaction, the heating device heats the joint edge of the existing asphalt pavement to a state where it can be compacted, and removes moisture at the joint edge that may cause problems in asphalt joining. The new asphalt pavement is then integrally joined to the edge of the joint, and the joint between the old and new asphalt is finished uniformly over its entire length to prevent peeling of the joint.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明に係るアスフアルト舗装のジヨ
イント工法に使用されるアスフアルトフイニツシ
ヤの平面図、第2図はその側面図、第3図はその
正面図である。 A……アスフアルトフイニツシヤ本体、E……
加熱装置、1……フレーム、6……取付腕、7…
…ホルダー。
FIG. 1 is a plan view of an asphalt finisher used in the joint construction method of asphalt pavement according to the present invention, FIG. 2 is a side view thereof, and FIG. 3 is a front view thereof. A... Asphalt finisher body, E...
Heating device, 1... Frame, 6... Mounting arm, 7...
…holder.

Claims (1)

【特許請求の範囲】[Claims] 1 アスフアルトフイニツシヤによつて既設のア
スフアルト舗装部の隣接部位に、アスフアルト混
合物を敷均らし輾圧して前記既設のアスフアルト
舗装部に新設のアスフアルト舗装部を接続するア
スフアルト舗装工法において、前記アスフアルト
フイニツシヤの本体フレームより外側に加熱装置
を突設し、アスフアルトフイニツシヤの進行に伴
つて同加熱装置により新設のアスフアルト舗装に
先行して前記既設のアスフアルト舗装部の接合端
縁を加熱することを特徴とするアスフアルト舗装
のジヨイント工法。
1. In an asphalt pavement construction method in which a new asphalt pavement section is connected to the existing asphalt pavement section by leveling and compressing an asphalt mixture at a site adjacent to an existing asphalt pavement section using an asphalt finisher, the asphalt finisher A heating device is provided protruding outward from the main body frame of the asphalt pavement, and as the asphalt finishing progresses, the heating device heats the joining edge of the existing asphalt pavement portion prior to the newly installed asphalt pavement. joint method for asphalt pavement.
JP8887287A 1987-04-13 1987-04-13 Joint construction method of asphalt pavement Granted JPS63255402A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8887287A JPS63255402A (en) 1987-04-13 1987-04-13 Joint construction method of asphalt pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8887287A JPS63255402A (en) 1987-04-13 1987-04-13 Joint construction method of asphalt pavement

Publications (2)

Publication Number Publication Date
JPS63255402A JPS63255402A (en) 1988-10-21
JPH0415327B2 true JPH0415327B2 (en) 1992-03-17

Family

ID=13955099

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8887287A Granted JPS63255402A (en) 1987-04-13 1987-04-13 Joint construction method of asphalt pavement

Country Status (1)

Country Link
JP (1) JPS63255402A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002186930A (en) * 2000-12-18 2002-07-02 Ohbayashi Corp Treatment method of joint portion of water-barrier layers consisting of asphalt compound and asphalt tape to be applied therefor
JP4012038B2 (en) * 2002-10-25 2007-11-21 小澤工業株式会社 Asphalt mixture leveling method
JP2008082147A (en) * 2006-08-31 2008-04-10 Taisei Rotec Corp Asphalt finisher and asphalt paving method using the same
JP2016037800A (en) * 2014-08-08 2016-03-22 大同興業株式会社 Road pavement burner

Also Published As

Publication number Publication date
JPS63255402A (en) 1988-10-21

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