JPS626003A - Repairing of expansion joint for road - Google Patents

Repairing of expansion joint for road

Info

Publication number
JPS626003A
JPS626003A JP14058385A JP14058385A JPS626003A JP S626003 A JPS626003 A JP S626003A JP 14058385 A JP14058385 A JP 14058385A JP 14058385 A JP14058385 A JP 14058385A JP S626003 A JPS626003 A JP S626003A
Authority
JP
Japan
Prior art keywords
joint
expansion joint
road
repairing
paving
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.)
Granted
Application number
JP14058385A
Other languages
Japanese (ja)
Other versions
JPH0461121B2 (en
Inventor
中村 精吾
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co Ltd
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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP14058385A priority Critical patent/JPS626003A/en
Publication of JPS626003A publication Critical patent/JPS626003A/en
Publication of JPH0461121B2 publication Critical patent/JPH0461121B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (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】 〔産業上の利用分野〕 本発明は道路用伸縮継手の改修方法に関し、更に詳しく
は、道路舗装表面の表面切削による改修時に既存の伸縮
継手の一部もそのまま再使用して改修工事の時間短縮を
図る方法を提供するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for repairing expansion joints for roads, and more specifically, a method for reusing a part of an existing expansion joint as is when repairing a road pavement surface by surface cutting. This provides a method for shortening the time required for repair work.

〔従来の技術〕[Conventional technology]

従来から道路橋上や、高架橋等の橋梁上の舗装道路の継
目部分には、四季の温度変化に起因する橋梁の伸縮を吸
収させるために伸縮継手が使用されている。
Conventionally, expansion joints have been used at joints of paved roads on road bridges and bridges such as viaducts in order to absorb the expansion and contraction of bridges caused by seasonal temperature changes.

この道路用の伸縮継手(以下ジョインという)につき図
面を参照して説明すると、第1図に示す如く連続して敷
設された舗装置3の桁板12上の継目部分にこのジヨイ
ント11を設けることになる。
This road expansion joint (hereinafter referred to as "joint") will be explained with reference to the drawings. As shown in FIG. become.

このジヨイント11は、桁板12上の継目部分に設の箱
抜き部の遊間5を敷板4を介設の上、バックアツプ材l
及びホットメルトラバー系のホットメルトバインダー2
を加熱溶融して目詰し、次いで、同一粒径の骨材3を敷
設し、この骨材3に再び加熱溶融されたホントメルトバ
インダー2を熱し注入充填して形成されている。
This joint 11 is constructed by inserting a back-up material l into the gap 5 of the box cut-out part on the joint part of the girder plate 12 with the interposition of the floor plate 4.
and hot melt rubber-based hot melt binder 2
is heated and melted to plug it, then aggregate 3 of the same particle size is laid down, and the true melt binder 2 heated and melted is again heated and injected into the aggregate 3.

このような舗装面3の表面が車両のスパイク、グレーグ
−その他により損傷したり、わだち掘れにより車両走行
の障害になる場゛合には、その舗装面3の表面のみを改
修することになる。
If the surface of the paved surface 3 is damaged by vehicle spikes, grazes, etc., or if ruts become an obstacle to vehicle travel, only the surface of the paved surface 3 must be repaired.

一般にこのような舗装面3の改修工事では、道路の舗装
面3の表面を切削機で前記ジヨイント11の部分も含め
、−気に切削工事を行うことが望ましいが、ジヨイント
11の復旧に時間がかかるためにジヨイント11の部分
だけなるべく残して作業を行う方法が採用されている。
Generally, in such repair work of the paved surface 3, it is desirable to carefully cut the surface of the paved surface 3 of the road with a cutting machine, including the joint 11, but it takes a long time to restore the joint 11. For this reason, a method is adopted in which the work is performed by leaving as much of the joint 11 as possible.

また、舗装面とジヨイント11部分を同時に切削した場
合には、このジヨイント11は新規に設置する場合と同
一工程で新たに形成する必要があるために、既存のジヨ
イント11の除去時に桁板12面に接着しているホント
メルトバインダー2及び敷板4を除去する必要があるが
、この除去作業が困難であった。
In addition, if the paved surface and the joint 11 are cut at the same time, this joint 11 needs to be newly formed in the same process as when newly installed. Although it is necessary to remove the true melt binder 2 and the bottom plate 4 that are adhered to the substrate, this removal work was difficult.

以上の如く、従来の道路用舗装面3の改修工事において
は、既存のジヨイント11を完全に除去した後、新設す
るジヨイント11と同様な工程によって復旧するため、
改修工事の規制時間内で作業が完結しないという問題が
あった。
As mentioned above, in conventional road pavement surface 3 repair work, the existing joint 11 is completely removed and then restored using the same process as the newly installed joint 11.
There was a problem that the work could not be completed within the regulated time for renovation work.

また、舗装面3の表面をジヨイント11の表面と共に切
削した後、その表面に新たに舗装面3を行なう改修方法
においては、新しい舗装面3が残存している既設のジヨ
イント11の境界面と一体になり、再び舗装面を改修す
る際には、既存のジヨイント11の再使用が不可能にな
るという欠点があった。
In addition, in a repair method in which the surface of the paved surface 3 is cut together with the surface of the joint 11, and then a new paved surface 3 is formed on that surface, the new paved surface 3 is integrated with the boundary surface of the existing joint 11 that remains. Therefore, when the pavement surface is renovated, the existing joint 11 cannot be reused.

〔発明の目的〕[Purpose of the invention]

本発明は、前記従来の舗装道路の改修時における問題点
を解消するためになされたものであり、道路用の舗装の
改修時にジヨイント部分の改修を短時間に、かつ簡単に
行い、改修工事時間の短縮を図ることを目的とするもの
である。
The present invention has been made in order to solve the above-mentioned problems when repairing the conventional paved road, and it is possible to repair the joint part in a short time and easily when repairing the road pavement, thereby reducing the repair work time. The purpose is to shorten the time.

〔発明の概要〕[Summary of the invention]

前記目的を達成するための本発明は、伸縮継手を介し連
続して敷設された道路用舗装の改修時において、前記舗
装の表面切削と同時に伸縮継手の表面切削を行う第1の
工程と、前記工程で露出された伸縮継手の切削表面部に
セパレート材を敷設する第2工程と、伸縮継手部を含む
全ての切削表面に新たな表面舗装を施す第3工程と、前
記セパレート材の上部の新たな表面舗装及びセパレート
材を除去して伸縮継手の切削表面部を露出させる第4工
程と、その伸縮継手の切削表面部の上に新たな伸縮継手
部材を充填する第5工程とから構成されるものである。
To achieve the above object, the present invention includes a first step of cutting the surface of the expansion joint at the same time as cutting the surface of the pavement when repairing road pavement that has been continuously laid through expansion joints; A second step of laying a separate material on the cut surface of the expansion joint exposed in the process, a third step of applying new surface paving to all the cut surfaces including the expansion joint, and a new surface paving on the upper part of the separate material. The fourth step is to remove the surface paving and separate material to expose the cut surface of the expansion joint, and the fifth step is to fill the cut surface of the expansion joint with a new expansion joint member. It is something.

(実施例〕 次に図面を参照して本発明の道路用伸縮継手の改修方法
の一実施例を説明する。
(Example) Next, an example of the method for repairing a road expansion joint of the present invention will be described with reference to the drawings.

まず、第1図に示す如く、ジョイン)11を介して連続
して敷設された道路用の舗装面3の改修工事にあたって
、「第1工程」として、第2図に示すように舗装面3の
表面及びジヨイント11の表面を同時に切削除去するこ
とになるが、この場合の切削は30から60mの厚さで
切削するのが一般的がある。
First, as shown in Fig. 1, in the repair work of the road pavement surface 3 that has been laid continuously via the joint 11, as the "first step", the pavement surface 3 is constructed as shown in Fig. 2. The surface and the surface of the joint 11 are cut and removed at the same time, and in this case, the cutting is generally done to a thickness of 30 to 60 m.

次に「第2工程」として第2図に示す如く、前記第1工
程で切削された露出されたジヨイント11の切削表面部
にセパレート材10を敷設する。
Next, as a "second step", as shown in FIG. 2, a separate material 10 is laid on the cut surface of the exposed joint 11 cut in the first step.

このセパレート材10は、舗装改修後のジヨイント11
の部材と舗装材との境界が一体となり、混和することを
避けるためと、舗装材を除去する時簡単にセパレートさ
せるためのものである。
This separate material 10 is a joint 11 after pavement renovation.
This is to prevent the boundaries between the members and the paving material from becoming one and mixing, and to allow them to be easily separated when removing the paving material.

このセパレート材10は、例えば薄板、鉄板、メツシュ
の密な金網、金網と布との組合せ、ベニヤ板、あるいは
而す一熱性の企る麻シート、綿布、カーボンクロス、ガ
ラスクロス等、表面舗装材と馴染み難いものを選択する
The separate material 10 may be a surface paving material such as a thin plate, an iron plate, a dense mesh wire mesh, a combination of wire mesh and cloth, a plywood board, or a heat-resistant hemp sheet, cotton cloth, carbon cloth, glass cloth, etc. Choose something that is unfamiliar.

更に、「第3工程」として、第4図に示す如くセパレー
ト材10を敷設したジヨイント11の部分も含んで舗装
面3の第1工程において形成した切削表面に新たな表面
舗装面3Aを施す。
Furthermore, as a "third step", a new paved surface 3A is applied to the cut surface formed in the first step of the paved surface 3, including the joint 11 where the separate material 10 is laid, as shown in FIG.

次に、「第4工程」として、前記表面舗装面3Aのうち
、セパレート材10の上部の新たな表面舗装面3A及び
セパレート材10を第5図の如く除去する。この場合、
セパレート材10によって分離されている既存のジヨイ
ントを形成していた下部の層と前記表面舗装面3Aとは
混和せずに表面舗装置3Aが簡単に分離除去される。
Next, as a "fourth step", the new surface paved surface 3A above the separate material 10 and the separate material 10 of the surface paved surface 3A are removed as shown in FIG. in this case,
The surface paving layer 3A is easily separated and removed without mixing with the surface paving surface 3A and the lower layer forming the existing joint separated by the separating material 10.

更に、「第5工程」として、既存のジヨイント11の表
面を100℃以上の熱風で加熱し、表面を熱溶融したと
ころで、同一粒径の骨材3を例えば100℃以上に熱し
て敷設し、この上から例えば170℃から190℃で加
熱溶融されたホットメルトバインダー2を注入充填して
既存のジヨイント11と一体化することにより、改修工
事が完了する。
Furthermore, as a "fifth step", the surface of the existing joint 11 is heated with hot air at 100 ° C. or higher to melt the surface, and then aggregate 3 of the same particle size is heated to, for example, 100 ° C. or higher and laid, The repair work is completed by injecting and filling the hot melt binder 2 heated and melted at, for example, 170° C. to 190° C. and integrating it with the existing joint 11.

〔発明の効果〕〔Effect of the invention〕

以上の一連の工程から構成される本発明の道路用伸縮継
手の改修方法では、その改修工事の際にジヨイントの箇
所を気にせず、舗装表面と一緒にジヨイントを切削でき
るので、改修工事の際の舗装切削が箭単に、かつ短時間
に行なわれるという効果がある。
In the road expansion joint repair method of the present invention, which is comprised of the above series of steps, the joint can be cut along with the pavement surface without worrying about the location of the joint during the repair work. This has the effect that pavement cutting can be carried out easily and in a short time.

また、セパレート材によって既存のジヨイントを被覆・
分離した状態で新規の表面舗装を行うので、ジヨイント
上部の新規表面舗装と既存のジヨイント部材とが混和一
体とならないため、ジヨイント上の表面舗装の除去が簡
単であり、かつ、既存のジヨイント部に舗装材が混入し
ないので、正常なジヨイント効果を維持することができ
る。
In addition, the existing joint can be covered with a separate material.
Since the new surface paving is performed in a separated state, the new surface paving on the upper part of the joint and the existing joint members do not mix together, so it is easy to remove the surface paving on the joint, and it is easy to remove the surface paving on the existing joint. Since no paving material is mixed in, a normal joint effect can be maintained.

更に、既存のジヨイントのバックアツプ材、敷板及び一
部ジョイント部材をそのまま生かせるため、改修工事の
施工が簡単で、作業が短縮でき、それだけ工事のコスト
ダウンを図り得るという効果がある。
Furthermore, since the back-up materials, floor plates, and some joint members of the existing joint can be used as they are, the renovation work can be carried out easily and the work can be shortened, which has the effect of reducing the cost of the construction work.

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

第1図は本発明の改修方法を適用して改修工事を施工す
る道路用舗装ジヨイント部分の要部断面図である。 第2図、第3図、第4図、第5図及び第6図は、第1図
の道路用舗装のジヨイント部分の改修工事の各工程を示
す一連の要部断面図で、第2図はその第1工程、第3図
は第2工程、第4図は第3工程、第5図は第4工程、そ
して第6図は第5工程をそれぞれ示している。 10・・・セパレート材、11・・・伸縮継手(ジヨイ
ント)、13・・・舗装、13A・・・表面舗装。
FIG. 1 is a cross-sectional view of a main part of a road pavement joint part to be repaired by applying the repair method of the present invention. Figures 2, 3, 4, 5, and 6 are a series of cross-sectional views of main parts showing each step of the repair work for the joint part of the road pavement in Figure 1; 3 shows the first step, FIG. 3 shows the second step, FIG. 4 shows the third step, FIG. 5 shows the fourth step, and FIG. 6 shows the fifth step. 10...Separate material, 11...Expansion joint (joint), 13...Paving, 13A...Surface pavement.

Claims (1)

【特許請求の範囲】[Claims] 伸縮継手を介し連続して敷設された道路用舗装の改修時
において、前記舗装の表面切削と同時に伸縮継手の表面
切削を行う第1工程と、前記工程で露出された伸縮継手
の切削表面部にセパレート材を敷設する第2工程と、伸
縮継手部を含む全ての切削表面に新たな表面舗装を施す
第3工程と、前記セパレート材の上部の新たな表面舗装
及びセパレート材を除去して伸縮継手の切削表面部を露
出させる第4工程と、その伸縮継手の切削表面部の上に
新たな伸縮継手部材を充填する第5工程とから構成した
ことを特徴とする道路伸縮継手の改修方法。
When repairing road pavement that has been continuously laid through expansion joints, a first step of cutting the surface of the expansion joint at the same time as cutting the surface of the pavement, and cutting the surface of the expansion joint exposed in the above step. A second step of laying a separate material, a third step of applying new surface paving to all cut surfaces including the expansion joint, and a new surface paving on the upper part of the separate material and removing the separate material to install the expansion joint. A method for repairing a road expansion joint, comprising: a fourth step of exposing the cut surface portion of the expansion joint; and a fifth step of filling the cut surface portion of the expansion joint with a new expansion joint member.
JP14058385A 1985-06-28 1985-06-28 Repairing of expansion joint for road Granted JPS626003A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14058385A JPS626003A (en) 1985-06-28 1985-06-28 Repairing of expansion joint for road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14058385A JPS626003A (en) 1985-06-28 1985-06-28 Repairing of expansion joint for road

Publications (2)

Publication Number Publication Date
JPS626003A true JPS626003A (en) 1987-01-13
JPH0461121B2 JPH0461121B2 (en) 1992-09-30

Family

ID=15272064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14058385A Granted JPS626003A (en) 1985-06-28 1985-06-28 Repairing of expansion joint for road

Country Status (1)

Country Link
JP (1) JPS626003A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6111708U (en) * 1984-06-25 1986-01-23 株式会社 ニツセン shaping underwear
JPS6155014U (en) * 1984-09-17 1986-04-14
JPH0374605U (en) * 1989-11-22 1991-07-26
JP2007262852A (en) * 2006-03-30 2007-10-11 Fukui Prefecture Paving material using wax-like resin and wood chip

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6111708U (en) * 1984-06-25 1986-01-23 株式会社 ニツセン shaping underwear
JPS6155014U (en) * 1984-09-17 1986-04-14
JPH0374605U (en) * 1989-11-22 1991-07-26
JP2007262852A (en) * 2006-03-30 2007-10-11 Fukui Prefecture Paving material using wax-like resin and wood chip

Also Published As

Publication number Publication date
JPH0461121B2 (en) 1992-09-30

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