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JP3156190B2 - Pavement reinforcement method and reinforcement - Google Patents

Pavement reinforcement method and reinforcement

Info

Publication number
JP3156190B2
JP3156190B2 JP16335393A JP16335393A JP3156190B2 JP 3156190 B2 JP3156190 B2 JP 3156190B2 JP 16335393 A JP16335393 A JP 16335393A JP 16335393 A JP16335393 A JP 16335393A JP 3156190 B2 JP3156190 B2 JP 3156190B2
Authority
JP
Japan
Prior art keywords
pavement
reinforcing
reinforcing material
asphalt
adhesive
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 - Fee Related
Application number
JP16335393A
Other languages
Japanese (ja)
Other versions
JPH06346405A (en
Inventor
芳伸 辻
栄二郎 村松
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP16335393A priority Critical patent/JP3156190B2/en
Publication of JPH06346405A publication Critical patent/JPH06346405A/en
Application granted granted Critical
Publication of JP3156190B2 publication Critical patent/JP3156190B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、道路、鉄道路床、建築
物の屋上駐車場等における舗装補強方法及び補強材に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement reinforcing method and a reinforcing material for roads, railway floors, rooftop parking lots of buildings, and the like.

【0002】[0002]

【従来の技術】アスファルト舗装道路に強度を付与する
方法としてアスファルト舗装中にシート状の補強材を埋
設することが知られている。この種の補強材は、網状の
芯材の両面に接着剤を介して剥離シートや鉱物粒子粒を
積層して構成され、通常はロール状に巻き取られてい
る。そして、剥離シートを剥離しながらコンクリート又
はアスファルトの先行舗装上に補強材を敷設した後、後
行舗装のアスファルト舗装を行っている。
2. Description of the Related Art As a method for imparting strength to an asphalt pavement road, it is known to embed a sheet-like reinforcing material in asphalt pavement. This type of reinforcing material is configured by laminating a release sheet or mineral particle particles on both sides of a net-like core material via an adhesive, and is usually wound up in a roll shape. Then, as the reinforcing material is laid on the preceding pavement of concrete or asphalt while peeling the release sheet, asphalt pavement of subsequent pavement is performed.

【0003】[0003]

【本発明が解決しようとする問題点】前記した舗装技術
にあっては次のような問題点がある。 <イ> 補強材の敷設に際して、剥離シートの剥離作業
に手数がかかるうえに、剥離シートが大量の産業廃棄物
として発生する。
[Problems to be solved by the present invention] The above-mentioned pavement technology has the following problems. <B> When laying the reinforcing material, the work of separating the release sheet is troublesome, and the release sheet is generated as a large amount of industrial waste.

【0004】<ロ> 剥離シートを剥した補強材の面は
粘着性を有するので、先行舗装上への一旦敷設すると再
敷設すことが困難である。
<B> Since the surface of the reinforcing material from which the release sheet has been peeled off has adhesiveness, it is difficult to re-lay once laid on the preceding pavement.

【0005】<ハ> 材料自体の伸びが大きく、舗装を
拘束することが難しい。
<C> The elongation of the material itself is large and it is difficult to restrain the pavement.

【0006】<ニ> アスファルト間に補強材が敷設さ
れると、アスファルト中に補強材の層が形成されるの
で、補強材の上下のアスファルトを一体化することが困
難である。この為、使用時の振動等で補強材が剥離しク
ラックが生じやすい。また、補強材の伸びが大きいと、
クラックを誘発しやすい。
<D> When a reinforcing material is laid between asphalts, a layer of the reinforcing material is formed in the asphalt, and it is difficult to integrate the asphalt above and below the reinforcing material. For this reason, the reinforcing material is easily peeled off due to vibration during use and cracks are easily generated. Also, if the elongation of the reinforcing material is large,
Easy to induce cracks.

【0007】[0007]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは、施工性に優れ、しかも
産業廃棄物の発生を回避できる、舗装補強方法及び補強
材を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to provide a pavement reinforcing method and a reinforcing material which are excellent in workability and can avoid the generation of industrial waste. To provide.

【0008】[0008]

【問題点を解決するための手段】即ち本発明は、先行舗
装と後行舗装の間などの舗装内にシート状の補強材を介
在させて施工する舗装補強方法において、両面に熱溶融
性の被覆材を接着させた補強材を使用し、前記先行舗装
の保有する熱を利用して下面の被覆材を溶解させて先行
舗装の上面に補強材を敷設する第1工程と、後行舗装の
保有する熱を利用して上面の被覆材を溶解させて前記先
行舗装の上面に後行舗装を積層する第2工程により構成
することを特徴とする、舗装補強方法である。さらに本
発明は、先行舗装と後行舗装の間に介在させて使用する
シート状の補強材において、該補強材は、芯材と、芯材
の両面に設けた接着剤と、接着剤の外側に設けたシート
状の被覆材とからなり、前記被覆材は、舗装の保有する
熱で融け、舗装中、若しくは接着剤中に溶け込む材料よ
り構成することを特徴とする、補強材である。
That is, the present invention relates to a method for reinforcing a pavement in which a sheet-like reinforcing material is interposed in a pavement such as between a preceding pavement and a subsequent pavement. A first step of using a reinforcing material to which a coating material is adhered, dissolving the coating material on the lower surface by utilizing the heat of the preceding pavement, and laying the reinforcing material on the upper surface of the preceding pavement; A pavement reinforcing method characterized by comprising a second step of dissolving a coating material on an upper surface by using retained heat and laminating a subsequent pavement on an upper surface of the preceding pavement. Further, the present invention is used by interposing between the leading pavement and the trailing pavement.
Te sheet-like reinforcing material odor, stiffener is composed of a core material, and an adhesive provided on both surfaces of the core material, a sheet-like covering material which is provided on the outside of the adhesive, the dressing pavement A material that melts due to the heat of its own and melts into the pavement or adhesive.
Characterized that you structure Ri is reinforcement.

【0009】[0009]

【実施例】以下図面を参照しながら本発明の一実施例に
ついて説明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0010】<イ>補強材(図1、図2) 図1及び図2に補強材10を示す。補強材10は、網状
の芯材20と、芯材20の両面に接着剤30を介して接
着した被覆材41、42とにより構成される。以下各部
について詳述する。
<A> Reinforcement (FIGS. 1 and 2) FIG. 1 and FIG. 2 show a reinforcement 10. The reinforcing material 10 is composed of a net-shaped core material 20 and coating materials 41 and 42 bonded to both surfaces of the core material 20 via an adhesive 30. Hereinafter, each part will be described in detail.

【0011】<ロ>芯材(図1、図2) 芯材20は、引張弾性係数20GPa以上、耐熱性18
0℃以上の線材を格子状に織り込んだ網状体で構成さ
れ、この線材は、例えば芳香族ポリアミド繊維、ガラス
繊維、炭素繊維などを採用できる。芯材20の格子目合
いは10mm×10mm以下とするのが望ましい。尚、
芯材20に公知の不織布や織布を用いてもよいことは勿
論である。
<B> Core material (FIGS. 1 and 2) The core material 20 has a tensile modulus of elasticity of 20 GPa or more and a heat resistance of 18 GPa.
It is constituted by a net-like body in which wires of 0 ° C. or higher are woven in a lattice shape, and for example, aromatic wires such as aromatic polyamide fibers, glass fibers, and carbon fibers can be adopted. It is desirable that the lattice mesh of the core material 20 be 10 mm × 10 mm or less. still,
As a matter of course, a known nonwoven fabric or woven fabric may be used for the core member 20.

【0012】<ハ>接着剤(図1、図2) 接着剤30は、補強材10をアスファルト層内に敷設し
た際に前記芯材20をアスファルト層と馴染ませる為の
もので、アスファルトと接着性の良いアスファルト乳剤
等を使用できる。この接着剤30は公知の塗布技術で以
て芯材20の両面に塗布する。
<C> Adhesive (FIGS. 1 and 2) The adhesive 30 is used to make the core 20 conform to the asphalt layer when the reinforcing material 10 is laid in the asphalt layer, and is used to adhere to the asphalt. An asphalt emulsion having good properties can be used. The adhesive 30 is applied to both sides of the core material 20 by a known application technique.

【0013】<ニ>被覆材(図1、図2) 被覆材41及び42は、100〜140℃程度の温度で
溶融する熱溶融性のシート材で、例えば、ポリエチレ
ン、エチレン、酢酸ビニル共重合体、スチレンブタジエ
ン、ポリウレタン、軟質ポリ塩化ビニル、ゴム、ワック
ス、ポリウレタン、ポリ酢酸ビニル、ポリビニルアルコ
ール、変性ポリアミドなどの素材を使用することができ
る。要は、被覆材41、42が施工時に保有するアスフ
ァルトの熱で溶解する性質のシートであれば良い。
<D> Coating material (FIGS. 1 and 2) The coating materials 41 and 42 are heat-meltable sheet materials that are melted at a temperature of about 100 to 140 ° C., for example, polyethylene, ethylene and vinyl acetate copolymer. Materials such as coalescing, styrene butadiene, polyurethane, soft polyvinyl chloride, rubber, wax, polyurethane, polyvinyl acetate, polyvinyl alcohol, and modified polyamide can be used. In short, it is sufficient that the covering materials 41 and 42 have a property of melting by the heat of asphalt held at the time of construction.

【0014】[0014]

【作用】次に補強材10の使用方法について説明する。 <イ>補強材の敷設(図3、図4) アスファルト路床等の先行舗装60を施工し、最終転圧
の直前に先行舗装60上に前記補強材10を敷設する。
本発明では被覆材41、42を剥す必要がなく、そのま
ま敷設する。したがって、補強材10の敷設位置がずれ
ている場合は、修正が容易である。そして、先行舗装6
0上に敷設した補強材10の上から先行舗装60の最終
転圧を行う。図4に示す様に補強材10を構成する下面
側の被覆材41が先行舗装60の熱を受けて溶融する。
その為、補強材10の下面の接着剤30が先行舗装60
と馴染んで一体化する。 この際、補強材10の上面の
被覆材42は溶解しないで残っている。
Next, a method of using the reinforcing member 10 will be described. <A> Laying of Reinforcing Material (FIGS. 3 and 4) The preceding pavement 60 such as asphalt roadbed is constructed, and the reinforcing material 10 is laid on the preceding pavement 60 immediately before final compaction.
In the present invention, it is not necessary to peel off the coating materials 41 and 42, and they are laid as they are. Therefore, when the laying position of the reinforcing material 10 is shifted, the correction is easy. And pavement 6
The final rolling of the preceding pavement 60 is performed from above the reinforcing member 10 laid on the top of the pavement. As shown in FIG. 4, the covering material 41 on the lower surface side constituting the reinforcing material 10 receives the heat of the preceding pavement 60 and melts.
Therefore, the adhesive 30 on the lower surface of the reinforcing material 10 is
Familiar with and integrated. At this time, the covering material 42 on the upper surface of the reinforcing material 10 remains without being dissolved.

【0015】<ロ>表層の敷設(図5) つぎに図5に示す様に補強材10上にアスファルト製の
表層70を施工する。表層70を施工に際して、図5に
示すように補強材10の上部に位置する被覆材42が表
層70で加熱されて溶融し、補強材10の上面の接着剤
30と表層70が馴染んで一体化する。尚、補強材10
は、複数積層する場合、いずれの層間に介在させても良
い。
<B> Laying of Surface Layer (FIG. 5) Next, as shown in FIG. 5, a surface layer 70 made of asphalt is constructed on the reinforcing material 10. At the time of constructing the surface layer 70, as shown in FIG. 5, the covering material 42 located above the reinforcing material 10 is heated and melted by the surface layer 70, and the adhesive 30 on the upper surface of the reinforcing material 10 and the surface layer 70 are integrated and integrated. I do. The reinforcing material 10
When a plurality of layers are stacked, they may be interposed between any layers.

【0016】[0016]

【発明の効果】本発明は以上説明したようになるから次
の効果を得ることができる。 <イ> 両面を熱溶解性の被覆材で覆った補強材を使用
することで、アスファルトの持つ熱で溶解するから、敷
設する際に被覆材を剥離する手間が不要となり、施工性
が良好となる。
As described above, the present invention has the following advantages. <B> By using a reinforcing material whose both sides are covered with a heat-soluble coating material, the material is melted by the heat of the asphalt, eliminating the need to peel off the coating material when laying, resulting in good workability. Become.

【0017】<ロ> 被覆材を付けたまま補強材を敷設
できるので、何度でも敷設位置を修正できる。
<B> Since the reinforcing material can be laid with the covering material attached, the laying position can be corrected any number of times.

【0018】<ハ> クラックの発生を確実に阻止でき
る。
<C> Generation of cracks can be reliably prevented.

【0019】<ニ> 溶解した被覆材はアスファルト
中、若しくは接着剤中に溶け込んで、アスファルトや接
着剤の性能を低下させる心配がなく、しかも、従来のよ
うな産業廃棄物として回収して処分する必要もない。ま
た、アスファルトの再生処理使用時も補強材を取り除く
必要がなく、材料として使用することができる。
<D> The dissolved coating material does not dissolve into asphalt or the adhesive, and there is no fear of deteriorating the performance of the asphalt or the adhesive. In addition, it is collected and disposed of as conventional industrial waste. No need. Also, it is not necessary to remove the reinforcing material when using the asphalt regeneration treatment, and it can be used as a material.

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

【図1】 補強材の斜視図FIG. 1 is a perspective view of a reinforcing member.

【図2】 補強材の断面拡大図FIG. 2 is an enlarged cross-sectional view of a reinforcing member.

【図3】 補強材使用方法の説明図FIG. 3 is an explanatory view of a method of using a reinforcing material.

【図4】 補強材使用方法の説明図FIG. 4 is an explanatory view of a method of using a reinforcing material.

【図5】 補強材使用方法の説明図FIG. 5 is an explanatory view of a method of using a reinforcing material.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】先行舗装と後行舗装の間などの舗装内にシ
ート状の補強材を介在させて施工する舗装補強方法にお
いて、 両面に熱溶融性の被覆材を接着させた補強材を使用し、 前記先行舗装の保有する熱を利用して下面の被覆材を溶
解させて先行舗装の上面に補強材を敷設する第1工程
と、 後行舗装の保有する熱を利用して上面の被覆材を溶解さ
せて前記先行舗装の上面に後行舗装を積層する第2工程
により構成することを特徴とする、 舗装補強方法。
1. A pavement reinforcing method in which a sheet-like reinforcing material is interposed in a pavement such as between a preceding pavement and a subsequent pavement, wherein a reinforcing material having a hot-melt coating material bonded to both surfaces is used. A first step of dissolving the coating material on the lower surface by using the heat of the preceding pavement and laying the reinforcing material on the upper surface of the preceding pavement; and coating the upper surface by using the heat of the following pavement. A pavement reinforcing method, comprising a second step of dissolving a material and laminating a subsequent pavement on the upper surface of the preceding pavement.
【請求項2】先行舗装と後行舗装の間に介在させて使用
するシート状の補強材において、該補強材は、芯材と、 芯材の両面に設けた接着剤と、接
着剤の外側に設けたシート状の被覆材とからなり、 前記被覆材は、舗装の保有する熱で融け、舗装中、若し
くは接着剤中に溶け込む材料より構成することを特徴と
する、 補強材。
2. Use interposed between a leading pavement and a trailing pavement
Sheet-like reinforcing member odor Te, reinforcing material, a core material and an adhesive provided on both surfaces of the core material, contact
Consists of a sheet-like covering material which is provided on the outside of the wear agent, wherein the coating material is melted by the heat held by the pavement, in paving, Wakashi
Ku is characterized that you structure than the material to blend into the adhesive, the reinforcing member.
JP16335393A 1993-06-08 1993-06-08 Pavement reinforcement method and reinforcement Expired - Fee Related JP3156190B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16335393A JP3156190B2 (en) 1993-06-08 1993-06-08 Pavement reinforcement method and reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16335393A JP3156190B2 (en) 1993-06-08 1993-06-08 Pavement reinforcement method and reinforcement

Publications (2)

Publication Number Publication Date
JPH06346405A JPH06346405A (en) 1994-12-20
JP3156190B2 true JP3156190B2 (en) 2001-04-16

Family

ID=15772278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16335393A Expired - Fee Related JP3156190B2 (en) 1993-06-08 1993-06-08 Pavement reinforcement method and reinforcement

Country Status (1)

Country Link
JP (1) JP3156190B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7059800B2 (en) 2001-02-28 2006-06-13 Owens Corning Fiberglas Technology, Inc. Method of reinforcing and waterproofing a paved surface
US7207744B2 (en) 2001-02-28 2007-04-24 Owens Corning Fiberglas Technology, Inc. Mats for use in paved surfaces
KR100463914B1 (en) * 2002-08-23 2004-12-30 (주)에스엔건설 Manufacturing and reinforcement method of asphalt reinforcement
US8038364B2 (en) * 2007-08-07 2011-10-18 Saint-Gobain Technical Fabrics America, Inc. Reinforcement for asphaltic paving, method of paving, and process for making a grid with the coating for asphaltic paving
AU2013331046B2 (en) 2012-10-19 2015-08-13 Saint-Gobain Adfors Canada, Ltd. Composite tack film
JP6647017B2 (en) * 2015-11-11 2020-02-14 スリーエム イノベイティブ プロパティズ カンパニー Road repair or reinforcement sheet
JP7008429B2 (en) * 2017-04-28 2022-01-25 スリーエム イノベイティブ プロパティズ カンパニー Road sheet

Also Published As

Publication number Publication date
JPH06346405A (en) 1994-12-20

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