JPS60159204A - Pavement structure - Google Patents

Pavement structure

Info

Publication number
JPS60159204A
JPS60159204A JP1340584A JP1340584A JPS60159204A JP S60159204 A JPS60159204 A JP S60159204A JP 1340584 A JP1340584 A JP 1340584A JP 1340584 A JP1340584 A JP 1340584A JP S60159204 A JPS60159204 A JP S60159204A
Authority
JP
Japan
Prior art keywords
layer
wear
resistant member
surface layer
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.)
Granted
Application number
JP1340584A
Other languages
Japanese (ja)
Other versions
JPH02482B2 (en
Inventor
裕 加藤
亘 太田
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.)
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 JP1340584A priority Critical patent/JPS60159204A/en
Publication of JPS60159204A publication Critical patent/JPS60159204A/en
Publication of JPH02482B2 publication Critical patent/JPH02482B2/ja
Granted 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】 〔発明の技術分野〕 本発明は舗装構造に関し、さらに詳しくは、橋梁のよう
に車両走行時等負荷時における撓みが大きい路面の舗装
構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a pavement structure, and more particularly to a pavement structure for a road surface, such as a bridge, which is subject to large deflection under load such as when a vehicle is running.

〔従来の技術〕[Conventional technology]

本発明の発明者らの研究の結果によると、上記舗装構造
の構成上の重要なポイントは、+11 表面に轍掘れが
発生しにくいこと。
According to the results of research conducted by the inventors of the present invention, an important point in the construction of the above-mentioned pavement structure is that +11 rutting is difficult to occur on the surface.

(2)撓みに対する優れた追従性を備え、ひび割れが発
生しにくいこと。
(2) It has excellent followability against deflection and is less prone to cracking.

(3)被舗装面の曲率や勾配に添った滑らかで連続した
舗装面が容易に得られへこと。
(3) A smooth and continuous paved surface that follows the curvature and slope of the surface to be paved can be easily obtained.

(4) 耐摩耗性に優れると共に、滑り抵抗性の高い舗
装表面が得られること。
(4) A paved surface with excellent wear resistance and high slip resistance can be obtained.

(5)舗装肉厚を薄肉化でき、単位面積当りの重量を軽
量化できること。
(5) The thickness of the pavement can be reduced, and the weight per unit area can be reduced.

(6)施工が容易で、特に表面層を工場生産できること
(6) Easy construction, especially the surface layer can be produced in a factory.

である。It is.

ところが、従来の舗装構造で、上述した各ポイントを満
足したものは、今だ開発されていないのが現状である。
However, the current situation is that a conventional pavement structure that satisfies each of the above points has not yet been developed.

〔発明の目的〕[Purpose of the invention]

従って本発明の目的は、上述した舗装構造の重要な各ポ
イントをことごとく満足せしめ得る優れた舗装構造を提
供することにある。
Therefore, an object of the present invention is to provide an excellent pavement structure that can satisfy all the important points of the above-mentioned pavement structure.

〔発明の構成〕[Structure of the invention]

すなわち本発明は、鋼床板の表面に敷設した下地層と、
この下地層の表面に接着層を介して配置した表面層とか
らなり、この表面層は、可撓性高分子材料によって成形
され、少なくともその上層部に、耐摩耗性部平イを上部
が表面層の表面に露出するよう埋設したことを特徴とす
る舗装構造を、その要旨とするものである。
That is, the present invention includes a base layer laid on the surface of a steel deck plate,
It consists of a surface layer placed on the surface of this base layer via an adhesive layer, and this surface layer is molded from a flexible polymer material, and at least the upper layer has a wear-resistant part flat on the surface. Its gist is a pavement structure characterized by being buried so that it is exposed on the surface of the layer.

〔発明の実施例〕[Embodiments of the invention]

以下本発明を実施例により図面を参照しつつ具体的に説
明する。
Hereinafter, the present invention will be specifically described by way of examples with reference to the drawings.

第1図は本発明の実施例からなる舗装構造を示す一部を
切欠した斜視説明図、第2図は第1実施例における第1
図A−A矢視断面拡大説明図、第3図は第2実施例にお
ける第1図A−A矢視断面拡大説明図、第4図は第3実
施例における第1図A−A矢視断面拡大説明図である。
FIG. 1 is a partially cutaway perspective explanatory diagram showing a pavement structure according to an embodiment of the present invention, and FIG.
Figure 3 is an enlarged explanatory view of the cross section taken along the line A-A in the second embodiment, Figure 4 is an enlarged explanatory view of the cross section taken along the arrow A-A in Figure 1 in the third embodiment. FIG. 3 is an enlarged cross-sectional explanatory diagram.

図においてEは本発明の実施例からなる舗装構造で、調
圧板10の表面10aに敷設した下地層20と、この下
地層20の表面20aに接着層30を介して配置した表
面[40とからなり、この表面層40は、可撓性高分子
材料によって成形され、少なくともその上層部41に、
耐摩耗性部材42を上部42uが表面層40の表面40
aに露出するよう埋設することにより構成されている。
In the figure, E indicates a pavement structure according to an embodiment of the present invention, which includes a base layer 20 laid on the surface 10a of the pressure regulating plate 10, and a surface [40] disposed on the surface 20a of the base layer 20 with an adhesive layer 30 interposed therebetween. The surface layer 40 is formed of a flexible polymer material, and at least the upper layer 41 thereof is made of a flexible polymer material.
The upper part 42u of the wear-resistant member 42 is the surface 40 of the surface layer 40.
It is constructed by burying it so that it is exposed at a.

さらにこの構造を説明すると、前記調圧板10は、道路
橋、高架橋等架橋に施される舗装の基盤を構成するもの
であり、本実施例においては、ブラスト等で錆落しした
後、防錆処理、防錆塗装を施した鋼板が用いられている
To further explain this structure, the pressure regulating plate 10 constitutes the base of pavement applied to bridges such as road bridges and viaducts, and in this embodiment, after removing rust by blasting etc. A steel plate with anti-rust coating is used.

また、この調圧板10の表面10aに敷設した下地層2
0は、調圧板10の表面10aすなわち被舗装面に点在
する、例えば溶接部の肉盛り、吊りピース切断除去跡等
の凹凸部による5H程度の不陸直しを主に行うもので、
前記調圧板10上に51〜40龍程度の厚さに敷設した
後、硬化せしめである。
Further, the base layer 2 laid on the surface 10a of this pressure regulating plate 10
0 mainly performs unevenness correction of about 5H due to irregularities scattered on the surface 10a of the pressure regulating plate 10, that is, the surface to be paved, such as build-up of welded parts, traces of cutting and removal of hanging pieces, etc.
After being laid on the pressure regulating plate 10 to a thickness of about 51 to 40 mm, it is hardened.

そしてこの下地Ji20は、例えば瀝青系、瀝青ゴム系
、エポキシ樹脂やウレタン樹脂等の樹脂系、瀝青樹脂系
、ゴム系等の材料からなり、さらにこれらの材料にセラ
ミックスパウダー、珪砂、スラグ等の骨材や繊維、防錆
材を混入したり、不織布、布1紙、網状シート、メソシ
ュ等の種々の防水シートを下地層20内に埋設で、均一
な厚みに舗装し易くしたり、防水性を附与したり、輪荷
重による轍掘れ(流動変形)を防止するようにすると良
い。特に、この下地層20として、瀝青系、瀝青ゴム系
を主材料とする場合は、アスファルトコンクリートの如
く骨材比率を高めたものを用いるとか、ブースアスファ
ルトを使用するときは、ハニカム状の金網等を埋設する
と、輪荷重による轍掘れ(流動変形)をさらに防止する
ことができる。
The base Ji20 is made of materials such as bituminous, bituminous rubber, resin such as epoxy resin and urethane resin, bituminous resin, and rubber, and in addition to these materials, bones such as ceramic powder, silica sand, and slag are added. By mixing materials, fibers, and anti-corrosion materials, or embedding various waterproof sheets such as non-woven fabric, paper cloth, mesh sheets, mesh sheets, etc. in the base layer 20, it is possible to make it easier to pave to a uniform thickness, and to improve waterproofness. It is better to prevent rutting (flow deformation) due to wheel loads. In particular, when the base layer 20 is mainly made of bitumen or bituminous rubber, a material with a high aggregate ratio such as asphalt concrete is used, or when booth asphalt is used, a honeycomb-shaped wire mesh, etc. Burying can further prevent rutting (flow deformation) caused by wheel loads.

なお、上述した下地層20は、前記接着層30で調圧板
10の防食や不陸直しを達成できる場合には、これを省
略することができる。
Note that the base layer 20 described above can be omitted if the adhesive layer 30 can prevent corrosion or correct unevenness of the pressure regulating plate 10.

また前記接着層30は、エポキシ樹脂、ウレタン樹脂等
の樹脂系や、ゴム系、瀝青系、瀝青ゴム系、瀝青樹脂系
等の液状の接着剤、またはホットメルトゴム、自然加硫
型ゴム等のゴム系材料が用いられる。
The adhesive layer 30 may be made of a resin-based adhesive such as an epoxy resin or a urethane resin, a liquid adhesive such as a rubber-based adhesive, a bitumen-based adhesive, a bituminous rubber-based adhesive, a bituminous resin-based adhesive, a hot melt rubber, a naturally vulcanized rubber, or the like. A rubber material is used.

本実施例において接着1if30は、弾性を有すると共
に、伸張性と耐セント性に優れた二液混合常温硬化型高
弾性エポキシ系接着剤が使用されており、その厚みば1
鰭〜5龍が好ましい。
In this example, the adhesive 1if30 uses a two-component mixed room temperature curing high modulus epoxy adhesive that has elasticity and is excellent in stretchability and cent resistance.
Fins to 5 dragons are preferred.

そしてこの接着層30を介して、前記下地層2゜の表面
20aに敷設されている表面層4oは、前述したように
、可撓性高分子材料によって成形され、その上層部41
に、耐摩耗性部材42を上部42Uが表面層40の表面
40aに露出するよう埋設することにより構成されてい
る。
The surface layer 4o, which is laid on the surface 20a of the base layer 2° via this adhesive layer 30, is formed of a flexible polymeric material as described above, and the upper layer 41
The wear-resistant member 42 is embedded so that the upper portion 42U is exposed on the surface 40a of the surface layer 40.

従って、舗装表面は、上記耐摩耗性部材42によって、
耐摩耗性を向上できると共に、粗面とすることができて
堝り抵抗性の高い舗装表面を得ることができ、さらに、
上記耐摩耗性部材42によって表面[40の表面40a
を強化でき、表面層40の表面40aに轍掘れが発生す
るのを確実に防止することができる。
Therefore, the paved surface is covered by the wear-resistant member 42.
In addition to improving abrasion resistance, it is possible to make a rough surface and obtain a pavement surface with high gouge resistance, and furthermore,
The wear-resistant member 42
can be strengthened, and the occurrence of ruts on the surface 40a of the surface layer 40 can be reliably prevented.

前記表面層40は、ゴム、プラスティック等の可撓性高
分子材料を主材料として工場で成形加工されるものであ
る。このように表面層4oは可撓性高分子材料によって
成形されているので、調圧板10あるいはその表面に敷
設した下地層2゜の曲率面や勾配に添って容易に接合す
ることができて、滑らかな舗装面を得ることができると
共に、車両走行等による鋼床板の撓みに対する追従性に
優れ、ひび割れの発生を防止することができ、さらに、
この表面層を容易に工場生産することができるのである
The surface layer 40 is mainly made of a flexible polymeric material such as rubber or plastic and is molded in a factory. Since the surface layer 4o is formed of a flexible polymeric material in this way, it can be easily joined along the curvature or slope of the pressure regulating plate 10 or the base layer 2° laid on its surface. In addition to being able to obtain a smooth paved surface, it has excellent ability to follow the deflection of the steel deck plate due to vehicle running, etc., and can prevent the occurrence of cracks.
This surface layer can be easily manufactured in a factory.

なおこの表面層40の中寸法は生産設備の能力によって
左右され限界があるが、長さ寸法は長尺連続成形加工が
可能であり、本実施例の場合嬌面の伸縮継手間長さと同
一長さに成形しである。
Note that the medium dimension of this surface layer 40 has a limit depending on the capacity of the production equipment, but the length dimension can be continuously formed into a long length, and in this example, the length is the same as the length of the expansion joint on the bottom surface. It is molded.

また、前述したように、この表面層40の上層部41に
、その上部42uが表面層40の表面40aに露出する
よう埋設された耐摩耗性部材42は、第1実施例におい
て、第2図に示すように、多数の金属針により構成され
ている。
Further, as described above, the wear-resistant member 42 embedded in the upper layer portion 41 of the surface layer 40 such that its upper portion 42u is exposed on the surface 40a of the surface layer 40 is shown in FIG. 2 in the first embodiment. As shown in the figure, it is composed of a large number of metal needles.

この多数の金属針からなる耐摩耗性部材42は、本実施
例において、図示したように、補強層43を埋設し、ゴ
ム、プラスティック等の可撓性高分子材料を主材料とし
た厚さ数ll11〜10−の下層部44の上面に、所要
の間隔をおいて高さが数1〜201mになるよう植設さ
れており、この植設された多数の金属針からなる耐摩耗
性部材42の間の空間部には、その上端部を残して埋没
するよう上層材41aが充填しである。
In this embodiment, the wear-resistant member 42 consisting of a large number of metal needles has a reinforcing layer 43 embedded therein as shown in the figure, and is mainly made of a flexible polymeric material such as rubber or plastic. Wear-resistant members 42 made of a large number of implanted metal needles are implanted on the upper surface of the lower layer 44 at required intervals to a height of several meters to 201 meters. The space between them is filled with an upper layer material 41a so as to be buried except for its upper end.

そしてこの上層材41aには、本実施例において、エポ
キシ樹脂、ウレタン樹脂の二液混合常温硬化型の弾性を
有する樹脂系材料、あるいはこれらの樹脂系材料にセラ
ミックスパウダー。
In this embodiment, the upper layer material 41a is made of a two-component mixture of epoxy resin and urethane resin, which has elasticity and cures at room temperature, or a ceramic powder in addition to these resin materials.

珪砂、スラブ等の耐摩耗性を有する骨材や、鋼繊維7合
成繊維、ガラス繊維等の短繊維(カッ1−ファイバー)
を、それぞれ単独または併用して混入した材料が用いら
れる。
Abrasion-resistant aggregates such as silica sand and slabs, short fibers such as steel fibers, synthetic fibers, and glass fibers (cut fibers)
A material containing these alone or in combination is used.

上述した上層材41aの、前記金属針状の各耐摩耗性部
材42の空間部への充填は、本表面層40を構成する下
層部44の上面に、多数の金属針からなる耐摩耗性部材
42を植設した後、工場において実施される。
The filling of the above-mentioned upper layer material 41a into the space of each metal needle-shaped wear-resistant member 42 is carried out by placing a wear-resistant member consisting of a large number of metal needles on the upper surface of the lower layer portion 44 constituting the main surface layer 40. After planting 42, it is carried out at the factory.

なお上述した金属針状の耐摩耗性部材42は、表面層4
0の主材料である前記可撓性高分子材料との接着力を増
加せしめるために、植設前に表面処理を施しておくこと
が好ましい。
Note that the metal needle-shaped wear-resistant member 42 described above has a surface layer 4.
In order to increase the adhesive force with the flexible polymer material which is the main material of the 0, it is preferable to perform a surface treatment before implantation.

さらに、前述した多数の金属針からなる耐摩耗性部材4
2の間の空間部を、耐摩耗性を有する前記骨材や短繊維
を混入した上層材41aにより充填すると、舗装表面は
、上記耐摩耗性部材42によるマクロ的凹凸と、骨材や
短繊維を混入した上層材41aのミクロ的凹凸との混在
した粗面とすることができ、耐摩耗性や、滑り抵抗性を
さらに向上せしめることができて、表面層4oの表面4
0aに轍掘れが発生するのを確実に防止することができ
る。
Furthermore, the wear-resistant member 4 made up of a large number of metal needles described above
When the space between 2 is filled with the upper layer material 41a mixed with the wear-resistant aggregate and short fibers, the pavement surface will have macroscopic irregularities caused by the wear-resistant member 42 and aggregates and short fibers. The surface 41a of the surface layer 4o can have a rough surface mixed with microscopic irregularities, which can further improve wear resistance and slip resistance.
It is possible to reliably prevent ruts from occurring in the area 0a.

次に上述した耐摩耗性部材42の第2実施例について、
第3図を参照して簡単に説明すると、本実施例における
耐摩耗性部材42は、多数のスパイクから構成されてい
る。
Next, regarding the second embodiment of the wear-resistant member 42 described above,
Briefly explained with reference to FIG. 3, the wear-resistant member 42 in this embodiment is composed of a large number of spikes.

このスパイクからなる耐摩耗性部材42は、金属または
プラスチックあるいはセラミック等耐摩耗性を有する材
料を用い、図示のように、底部に円板状の係止部を備え
た短直円柱形状に成型されている。
The wear-resistant member 42 made of spikes is made of a wear-resistant material such as metal, plastic, or ceramic, and is molded into a short right cylindrical shape with a disc-shaped locking part at the bottom, as shown in the figure. ing.

このスパイクからなる耐摩耗性部材42も、前述した第
1実施例のように、下層部44の上面に所要の間隔をお
いて植設されており、この植設された耐摩耗性部材42
の間の空間部には、その上端部を残して埋没するよう上
層材41aが充填されている。
The wear-resistant members 42 made of spikes are also planted on the upper surface of the lower layer 44 at required intervals, as in the first embodiment described above.
The space between them is filled with an upper layer material 41a so as to be buried except for its upper end.

さらに上述した耐摩耗性部材42の第3実施例について
、第4図を参照して簡単に説明すると、本実施例におけ
る耐摩耗性部材42は、多数の扁平状物から構成されて
いる。
Furthermore, the third embodiment of the above-mentioned wear-resistant member 42 will be briefly described with reference to FIG. 4. The wear-resistant member 42 in this embodiment is composed of a large number of flat objects.

この扁平状物からなる耐摩耗性部材42は、セラミック
、セラミックをライニングした金属。
The wear-resistant member 42 made of a flat object is made of ceramic or metal lined with ceramic.

鋼繊維補強コンクリート、FRP、プラスチック等の耐
摩耗性を有する材料を用い、プレイド状、扁平円筒状、
ハニカム状、網体状、織物体状に成型されている。
Using wear-resistant materials such as steel fiber reinforced concrete, FRP, and plastic, we can create plaid, flat cylindrical,
Molded into honeycomb, net, or woven shapes.

この扁平状物からなる耐摩耗性部材42も、前述した第
1実施例のように、下層部44の上面に所要の間隔をお
いて植設すると共に、この植設された耐摩耗性部材42
の間の空間部に、その上端部を残して埋没するよう上層
材41aを充填したり、あるいは、第4図に示すように
、この扁平状物からなる耐摩耗性部材42を、前記上層
材41aに、その上端部を残して一体的に埋設しである
The wear-resistant member 42 made of a flat material is also implanted on the upper surface of the lower layer 44 at a required interval, as in the first embodiment described above, and the implanted wear-resistant member 42
The upper layer material 41a may be filled into the space between the layers so that the upper end portion thereof is buried, or alternatively, as shown in FIG. 41a, with its upper end left intact.

特に、第2図〜第4図に示すように、」二層材4Laと
比較して弾性係数が高い耐摩耗性部材42を、その上端
面が表面層40の表面40aと面一になるよう埋設して
おくと、車両走行時において輪荷重が表面層400表面
40aに等分布圧縮力として作用した時に、表面層40
の表面40aの上層材ILaの変形と比較して耐摩耗性
部材42の変形が少ない関係上、耐摩耗性部材42の上
部40uが見掛上表面層40の表面40aから突出し、
高い滑り抵抗性が得られる。
In particular, as shown in FIGS. 2 to 4, the wear-resistant member 42, which has a higher elastic modulus than the two-layer material 4La, is placed so that its upper end surface is flush with the surface 40a of the surface layer 40. If it is buried, when the wheel load acts on the surface layer 400 surface 40a as a uniformly distributed compressive force while the vehicle is running, the surface layer 40
Since the deformation of the wear-resistant member 42 is smaller than the deformation of the upper layer material ILa of the surface 40a, the upper part 40u of the wear-resistant member 42 apparently protrudes from the surface 40a of the surface layer 40,
High slip resistance can be obtained.

また表面層40の成形時において、その長さを橋梁の伸
縮継手間隔と同一長さに成形しておけば、橋面に、車両
の走行方向を横断するような表面層40の突合せ部の目
地を生ゼず、車両の走行性及び乗心地を大幅に向上せし
めることができる。さらに表面層40の中方向突合せ部
によって生ずる目地には、施工後この目地部に前述した
上層材41aをすり込んでおりば、目地のない舗装面を
得ることができ、車両の走行性及び乗心地をさらに向上
せしめることができる。
In addition, when forming the surface layer 40, if the length is formed to be the same as the interval between expansion joints of the bridge, the joints of the butt portions of the surface layer 40 that cross the vehicle traveling direction can be formed on the bridge surface. It is possible to significantly improve the running performance and riding comfort of the vehicle. Furthermore, if the above-mentioned upper layer material 41a is rubbed into the joints created by the middle butt portions of the surface layer 40 after construction, a paved surface without joints can be obtained, improving the running performance of the vehicle and the riding comfort. can be further improved.

なお本実施例において表面層40の内部に埋設された補
強層43は、スチールコード、スチール織物等優れた抗
張力を有する補強材を一層以上配置し、本表面N40の
成形時において、表面層40の主材料である前記可撓性
高分子材料と強固に一体成形されている。従って、車両
走行等による荷重を分散できて表面層40の表面40a
に轍掘れが発生するのを確実に防止することができる一
方、温度変化に伴う表面層の熱伸縮をもコントロールす
ることができる また上述した補強層は単独で用いても良く、合成繊維コ
ードや合成繊維織物と併用しても良い。
In this embodiment, the reinforcing layer 43 embedded inside the surface layer 40 has one or more layers of reinforcing material having excellent tensile strength, such as steel cord or steel fabric. It is strongly molded integrally with the flexible polymer material that is the main material. Therefore, the load caused by vehicle running etc. can be dispersed, and the surface 40a of the surface layer 40 can be
It is possible to reliably prevent the formation of ruts on the surface, while also controlling thermal expansion and contraction of the surface layer due to temperature changes.The above-mentioned reinforcing layer may be used alone, and synthetic fiber cords or It may be used in combination with synthetic fiber fabric.

さらに、」二連した表面層40の表面40aには、多数
の表面溝(図示しない)を、長平方向すなわち横軸と平
行に及び中方向すなわち橋軸と直交せしめて配置しても
良い。
Further, a large number of surface grooves (not shown) may be arranged on the surface 40a of the two continuous surface layers 40 in the long plane direction, that is, parallel to the horizontal axis, and in the middle direction, that is, perpendicular to the bridge axis.

この長手方向の表面溝は、車両走行に対して必要な滑り
抵抗を確保すると共に、騒音を軽減しさらに摩耗を考慮
して、溝中を31〜10 mm 。
This longitudinal surface groove has a width of 31 to 10 mm in the groove, ensuring the necessary slip resistance for vehicle running, reducing noise and also taking into account wear.

l苗ピッチを10++s〜20n、 ンR深さを5m+
+〜15■に設定することが好ましく、また、中方向の
表面溝は、主として排水効果の確保を考慮して、」二連
した各長手方向溝をそれぞれ連通ずるよう、数10cm
〜数mピンチで配置することが好ましい。
Seedling pitch: 10++s~20n, R depth: 5m+
It is preferable to set the width between + and 15cm, and the surface grooves in the middle direction should be several tens of centimeters in length so that each of the two longitudinal grooves communicates with each other, mainly in consideration of securing the drainage effect.
It is preferable to arrange it in a pinch of several meters.

また上述した表面層40の裏面すなわち下地層20側に
、所要の間隔をおいて裏面溝(図示しない)を表面層4
0の中方向すなわち横軸と直交せしめて配置しておくと
、前記下地層20の表面20aに接着層30を介して表
面J−40を接着するに際し、接着層30を構成する接
着剤が上記各裏面溝内に充填され、接着Ff30と表面
層40との接触面積を増加せしめることができ、下地層
20への表面層40の接着力を大幅に向上することがで
きる。
Further, back surface grooves (not shown) are formed at required intervals on the back surface of the surface layer 40, that is, on the base layer 20 side.
If the surface J-40 is arranged in the middle direction of 0, that is, perpendicular to the horizontal axis, when bonding the surface J-40 to the surface 20a of the base layer 20 via the adhesive layer 30, the adhesive constituting the adhesive layer 30 will be It is filled in each back groove, and can increase the contact area between the adhesive Ff 30 and the surface layer 40, and can significantly improve the adhesive force of the surface layer 40 to the base layer 20.

この裏面溝は、例えば表面[40の裏面に網状シーl−
等を一体的に埋設して裏面に凹凸部を形成しても良いの
は勿論である。
This back groove is formed by, for example, a net-like seal l-
Of course, it is also possible to integrally embed them to form an uneven portion on the back surface.

〔発明の効果〕〔Effect of the invention〕

本発明は上述したように、調圧板の表面に敷設した下地
層と、この下地層の表面に接着層を介して配置した表面
層とからなり、この表面層は、可撓性高分子材料によっ
て成形され、少なくともその上層部に、耐摩耗性部材を
上部が表面層の表面に露出するよう埋設したから、次の
ような効果を奏する。ずなわら、 (1)表面層は上述したように、可撓性高分子+A料に
よって成形したから、調圧板あるいはその表面に敷設し
た下地層の曲率面や勾配に添って容易に接合することが
でき、滑らかな舗装面を得ることができると共に、車両
走行等による調圧板の撓みに対する追従性に優れ、ひび
割れの発生を防止することができ、さらに、この表面層
を容易に工場生産することができる。
As described above, the present invention consists of a base layer laid on the surface of the pressure regulating plate and a surface layer placed on the surface of the base layer via an adhesive layer, and this surface layer is made of a flexible polymer material. Since the wear-resistant member is embedded in at least the upper layer of the molded member so that the upper part thereof is exposed on the surface of the surface layer, the following effects can be achieved. (1) As mentioned above, since the surface layer is formed from a flexible polymer + material A, it can be easily joined along the curvature or slope of the pressure regulating plate or the base layer laid on its surface. It is possible to obtain a smooth paved surface, it has excellent followability to the deflection of the pressure regulating plate due to vehicle running, etc., it can prevent the occurrence of cracks, and furthermore, this surface layer can be easily produced in a factory. I can do it.

(2) また表面層には、耐摩耗性部材を、その上部が
表面層の表面に露出するよう埋設したから、舗装表面は
、上記耐摩耗性部材によって耐FJ耗性を向上できると
共に、粗面とすることができて滑り抵抗性の高い舗装表
面を得ることができ、さらに、耐摩耗性部材によって表
面層の表面を強化でき、表面層の表面に轍掘れが発生ず
るのを確実に防止することができる。
(2) Furthermore, since the wear-resistant member was buried in the surface layer so that its upper part was exposed on the surface of the surface layer, the pavement surface can improve FJ wear resistance with the above-mentioned wear-resistant member, and the surface roughness can be improved. It is possible to obtain a paved surface with high slip resistance, and the surface of the surface layer can be strengthened by a wear-resistant material, which reliably prevents the formation of ruts on the surface of the surface layer. can do.

(3) また本舗装構造は上述したように、鋼床板の表
面に敷設した下地層と、この下地層の表面に接着層を介
して配置した表面層とから構成したから、舗装表面を一
様な表面状態とすることができ、車両の走行性及び乗心
地を大幅に向上することができる一方、舗装肉厚を薄肉
化できて単位面積当りの重量を軽量化することができ、
さらに施工を大幅に容易化することができる。
(3) Furthermore, as mentioned above, this pavement structure is composed of a base layer laid on the surface of the steel deck plate and a surface layer placed on the surface of this base layer via an adhesive layer, so the pavement surface is uniform. The surface condition of the pavement can be improved, and the running performance and riding comfort of the vehicle can be greatly improved. On the other hand, the thickness of the pavement can be made thinner, and the weight per unit area can be reduced.
Furthermore, construction can be greatly facilitated.

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

第1図は本発明の実施例からなる舗装構造を示す一部を
切欠した斜視説明図、第2図は第1実施例における第1
図A−A矢視断面拡大説明図、第3図は第2実施例にお
ける第1図A−A矢視断面拡大説明図、第4図は第3実
施例における第1図A−A矢視断面拡大説明図である。 10・・・鋼床板、10a・・・鋼床板の表面、20・
・・下地層、20a・・・下地層の表面、30・・・接
着層、40・・・表面層、40a・・・表面層の表面、
41・・・表面層の上層部、42・・・耐摩耗性部材4
2u・・・耐摩耗性部材の上部。 代理人 弁理士 小 川 信 − 弁理士 野 口 賢 照 弁理士斎下和彦 第1図 ξ で 第2図 第3図 す 第4図
FIG. 1 is a partially cutaway perspective explanatory diagram showing a pavement structure according to an embodiment of the present invention, and FIG.
Figure 3 is an enlarged explanatory view of the cross section taken along the line A-A in the second embodiment, Figure 4 is an enlarged explanatory view of the cross section taken along the arrow A-A in Figure 1 in the third embodiment. FIG. 3 is an enlarged cross-sectional explanatory diagram. 10...Steel deck plate, 10a...Steel deck plate surface, 20.
... Base layer, 20a... Surface of base layer, 30... Adhesive layer, 40... Surface layer, 40a... Surface of surface layer,
41... Upper layer of surface layer, 42... Wear-resistant member 4
2u... Upper part of the wear-resistant member. Agent: Patent Attorney Shin Ogawa − Patent Attorney Ken Noguchi Teru Patent Attorney Kazuhiko Saishita Figure 1 ξ Figure 2 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 鋼床板の表面に敷設した下地層と、この下地層の表面に
接着層を介して配置した表面層とからなり、この表面層
は、可撓性高分子材料によって成形され、少なくともそ
の上層部に、耐摩耗性部材を上部が表面層の表面に露出
するよう埋設したことを特徴とする舗装構造。
It consists of a base layer laid on the surface of the steel deck plate, and a surface layer placed on the surface of the base layer via an adhesive layer. , a pavement structure characterized by having a wear-resistant member buried so that the upper part thereof is exposed on the surface of the surface layer.
JP1340584A 1984-01-30 1984-01-30 Pavement structure Granted JPS60159204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1340584A JPS60159204A (en) 1984-01-30 1984-01-30 Pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1340584A JPS60159204A (en) 1984-01-30 1984-01-30 Pavement structure

Publications (2)

Publication Number Publication Date
JPS60159204A true JPS60159204A (en) 1985-08-20
JPH02482B2 JPH02482B2 (en) 1990-01-08

Family

ID=11832216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1340584A Granted JPS60159204A (en) 1984-01-30 1984-01-30 Pavement structure

Country Status (1)

Country Link
JP (1) JPS60159204A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63297611A (en) * 1987-05-28 1988-12-05 佐藤道路株式会社 Asphalt pavement

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4949415A (en) * 1972-05-13 1974-05-14
JPS5622668A (en) * 1979-07-10 1981-03-03 Charbonnages Ste Chimique Structure materials* their manufacture and their application to road pavement
JPS5649242A (en) * 1979-09-28 1981-05-02 Sekisui Plastics Co Ltd Construction of extruding die for thermoplastic resin

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4949415A (en) * 1972-05-13 1974-05-14
JPS5622668A (en) * 1979-07-10 1981-03-03 Charbonnages Ste Chimique Structure materials* their manufacture and their application to road pavement
JPS5649242A (en) * 1979-09-28 1981-05-02 Sekisui Plastics Co Ltd Construction of extruding die for thermoplastic resin

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63297611A (en) * 1987-05-28 1988-12-05 佐藤道路株式会社 Asphalt pavement

Also Published As

Publication number Publication date
JPH02482B2 (en) 1990-01-08

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