JPH0220241Y2 - - Google Patents

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Publication number
JPH0220241Y2
JPH0220241Y2 JP365085U JP365085U JPH0220241Y2 JP H0220241 Y2 JPH0220241 Y2 JP H0220241Y2 JP 365085 U JP365085 U JP 365085U JP 365085 U JP365085 U JP 365085U JP H0220241 Y2 JPH0220241 Y2 JP H0220241Y2
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JP
Japan
Prior art keywords
layer
surface layer
steel deck
wear
base layer
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
JP365085U
Other languages
Japanese (ja)
Other versions
JPS61121217U (en
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 filed Critical
Priority to JP365085U priority Critical patent/JPH0220241Y2/ja
Publication of JPS61121217U publication Critical patent/JPS61121217U/ja
Application granted granted Critical
Publication of JPH0220241Y2 publication Critical patent/JPH0220241Y2/ja
Expired legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は鋼床版舗装路面における表面構造の改
良に関し、道路橋,高架橋等架橋に施されるもの
である。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to the improvement of the surface structure of steel deck pavement, and is applied to bridges such as road bridges and viaducts.

〔従来の技術〕[Conventional technology]

本考案の考案者らの研究の結果によると、上記
鋼床版舗装路面における表面構造の重要なポイン
トは、次の通りである。すなわち、 (a) 耐摩耗性部材の係止力が高い、すなわち脱落
に対する抵抗力が高いこと。
According to the results of research conducted by the inventors of the present invention, the important points of the surface structure of the steel deck pavement surface are as follows. That is, (a) the wear-resistant member has a high locking force, that is, a high resistance to falling off;

(b) 表面層は可撓性に優れ、輪荷重作用による鋼
床版の変形に追従できて、ひび割れを生じない
こと。
(b) The surface layer must have excellent flexibility and be able to follow the deformation of the steel deck due to the action of wheel loads, without causing cracks.

(c) 輪荷重を分散して下地層に伝達できて、轍掘
れが生じ難いこと。
(c) The wheel load can be distributed and transmitted to the underlying layer, making it difficult for rutting to occur.

(d) 表面層は工場生産でき、しかも、ドラムに巻
いた状態で容易に運搬でき、敷設施工性に優れ
ていること。
(d) The surface layer can be produced in a factory, can be easily transported wrapped around a drum, and has excellent installation workability.

ところが、従来の鋼床版舗装路面における表面
構造で、上述した各ポイントを悉く満足したもの
は今だ見当らないのが現状である。
However, the current situation is that there is still no surface structure for conventional steel deck pavements that satisfies all of the above-mentioned points.

〔考案の目的〕[Purpose of invention]

本考案の目的は、上述した各ポイントを悉く満
足せしめ得る優れた鋼床版舗装路面における表面
構造を提供することにある。
The purpose of the present invention is to provide an excellent surface structure for a steel deck pavement road surface that can satisfy all of the above-mentioned points.

〔考案の構成〕[Structure of the idea]

すなわち本考案は、鋼床版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され、前記表面層は、可撓
性高分子材料を主体として形成すると共に、縦断
面略台形状に形成した多数の耐摩耗性部材をその
頭部が表面層の表面に露出するように埋設し、さ
らに、前記各耐摩耗性部材を嵌合係止する孔を備
えた可撓性板を前記表面層内に一体的に固定した
ことを特徴とする鋼床版舗装路面における表面構
造を、その要旨とするものである。
That is, the present invention is composed of a base layer laid on the surface of a steel deck, and a surface layer placed on the surface of this base layer via an adhesive layer, and the surface layer is mainly made of a flexible polymer material. In addition, a large number of wear-resistant members each having a substantially trapezoidal longitudinal section are embedded so that their heads are exposed on the surface of the surface layer, and each of the wear-resistant members is fitted and locked. The gist of the present invention is a surface structure for a steel deck pavement surface, which is characterized by a flexible plate provided with holes being integrally fixed within the surface layer.

以下本考案を実施例により図面を参照して具体
的に説明する。
Hereinafter, the present invention will be explained in detail by way of examples with reference to the drawings.

第1図は本考案の実施例からなる表面層を適用
した鋼床版舗装路面の全体構造を示す一部を切欠
した斜視説明図、第2図は同上要部を示す平面視
拡大説明図、第3図は第2図A−A矢視断面説明
図である。
FIG. 1 is a partially cutaway perspective explanatory view showing the overall structure of a steel deck pavement road surface to which a surface layer according to an embodiment of the present invention is applied, and FIG. 2 is an enlarged plan view explanatory view showing the main parts of the same. FIG. 3 is an explanatory cross-sectional view taken along the line A-A in FIG.

図において、鋼床版舗装路面Eの全体構造は、
鋼床版10の表面に敷設した下地層20と、この
下地層20の表面に接着層30を介して配置した
表面層40とから構成されている。
In the figure, the overall structure of the steel deck pavement surface E is as follows:
It consists of a base layer 20 laid on the surface of the steel deck 10 and a surface layer 40 placed on the surface of the base layer 20 with an adhesive layer 30 interposed therebetween.

そして本考案においては、特に、前記表面層4
0は、可撓性高分子材料41を主体として形成す
ると共に、縦断面略台形状に形成した多数の耐摩
耗性部材44をその頭部44aが表面層40の表
面40aに露出するように埋設し、さらに、前記
各耐摩耗性部材44を嵌合係止する孔aを備えた
可撓性板42を前記表面層40内に一体的に固定
してある。
In the present invention, in particular, the surface layer 4
0 is mainly formed of a flexible polymeric material 41 and has a large number of wear-resistant members 44 each having a substantially trapezoidal cross section, which are buried so that their heads 44a are exposed on the surface 40a of the surface layer 40. Furthermore, a flexible plate 42 provided with holes a into which the respective wear-resistant members 44 are fitted and locked is integrally fixed within the surface layer 40.

さらにこの構造を説明すると、前記耐摩耗性部
材44は、セラミツク,セラミツクをライニング
した金属,鋼繊維補強コンクリート,FRP,プ
ラスチツク等の耐摩耗性を有する材料を用い、縦
断面略台形状に成型されている。
To further explain this structure, the wear-resistant member 44 is made of a wear-resistant material such as ceramic, ceramic-lined metal, steel fiber reinforced concrete, FRP, plastic, etc., and is formed into a substantially trapezoidal longitudinal section. ing.

また、前記可撓性板42は、FRP,プラスチ
ツク,ステンレス鋼板等、可撓性と耐食性とを備
えた材料を用い、所定の間隔をおいて前記各耐摩
耗性部材44を嵌合係止する孔aが穿設されてお
り、本実施例において、この孔aの周囲には、第
3図に示すように、前記耐摩耗性部材44を嵌合
した際、これを係止できるよう係止用折曲部43
が形成されている。
The flexible plate 42 is made of a flexible and corrosion-resistant material such as FRP, plastic, and stainless steel plate, and fits and locks the wear-resistant members 44 at predetermined intervals. A hole a is bored in this embodiment, and as shown in FIG. bending part 43
is formed.

前記鋼床板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。
The steel deck 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., it is subjected to anti-rust treatment and anti-rust coating. Steel plates are used.

また、この鋼床板10の表面10aに敷設した
下地層20は、鋼床板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5mm程度の
不陸直しを主に行うもので、前記鋼床板10上に
5mm〜40mm程度の厚さに敷設した後、硬化せしめ
てある。
In addition, the base layer 20 laid on the surface 10a of the steel deck 10 is 5mm thick due to irregularities such as build-up of welds and traces of cutting and removal of hanging pieces, which are scattered on the surface 10a of the steel deck 10, that is, the surface to be paved. It is mainly used to correct unevenness to a certain degree, and after being laid on the steel deck plate 10 to a thickness of about 5 mm to 40 mm, it is hardened.

そしてこの下地層20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構成されて
おり、さらに、これらの材料にセラミツクスパウ
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,紙,網状シート,メツシ
ユ等の種々の防水シートを下地層20内に埋設し
て、均一な厚みに舗装し易くしたり、防水性を付
与することにより、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。
The base layer 20 is made of materials such as bituminous, bituminous rubber, resin such as epoxy resin and urethane resin, bituminous resin, and rubber, and further includes ceramic powder and silica sand in addition to these materials. It is easy to pave to a uniform thickness by mixing aggregates such as slag, fibers, and rust preventive materials, or by embedding various waterproof sheets such as nonwoven fabric, cloth, paper, mesh sheets, mesh, etc. in the base layer 20. It is preferable to prevent rutting (flow deformation) due to wheel loads by adding waterproof properties.

なお、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、アスフアルトコンク
リートの如く骨材比率を高めたものを用いると
か、グースアスフア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。
In addition, 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 goose asphalt is used, a honeycomb-shaped wire mesh, etc. Burying can further prevent rutting (flow deformation) caused by wheel loads.

また、上述した下地層20は、前記接着層30
で鋼床板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。
Further, the base layer 20 described above is similar to the adhesive layer 30.
This can be omitted if corrosion protection or unevenness correction of the steel deck plate 10 can be achieved with this step.

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、またはホツトメル
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 is made of a resin-based material such as an epoxy resin or a urethane resin, a rubber-based material, a bitumen-based material, a bituminous rubber-based material, or a rubber-based material.
A liquid adhesive such as bituminous resin, or a rubber material such as hot melt rubber or naturally vulcanized rubber is used.

本実施例において接着層30は、弾性を有する
と共に、伸張性と耐セツ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、その厚みは1mm〜5mmが好ましい。
In this embodiment, the adhesive layer 30 is made of a two-component room-temperature curing high modulus epoxy adhesive which is elastic and has excellent extensibility and set resistance, and preferably has a thickness of 1 mm to 5 mm.

そしてこの接着層30を介して、前記下地層2
0の表面20aに敷設されている表面層40は、
前述したように、可撓性高分子材料41を主体と
して形成すると共に、縦断面略台形状に形成した
多数の耐摩耗性部材44をその頭部44aが表面
層40の表面40aに露出するように埋設し、さ
らに、前記各耐摩耗性部材44を嵌合係止する孔
aを備えた可撓性板42を前記表面層40内に一
体的に固定してある。
Then, through this adhesive layer 30, the base layer 2
The surface layer 40 laid on the surface 20a of
As described above, a large number of wear-resistant members 44 mainly made of flexible polymeric material 41 and having a substantially trapezoidal longitudinal section are formed so that their heads 44a are exposed on the surface 40a of the surface layer 40. Further, a flexible plate 42 provided with holes a into which the respective wear-resistant members 44 are fitted and locked is integrally fixed within the surface layer 40 .

従つて、前記可撓性板42により、表面層40
に優れた可撓性を附与することができ、輪荷重作
用による鋼床版の曲げ変形に追従して、表面層4
0にひび割れが発生するのを防止することができ
る一方、表面層40の剛性を向上せしめることが
でき、輪荷重を分散して下地層20に伝達するこ
とができるので、わだち掘れに対する抵抗力も増
すことができる。
Therefore, the surface layer 40 is
It is possible to impart excellent flexibility to the surface layer 4 by following the bending deformation of the steel deck due to the wheel load action.
It is possible to prevent cracks from forming on the surface layer 40, while improving the rigidity of the surface layer 40 and dispersing the wheel load and transmitting it to the base layer 20, thereby increasing the resistance to rutting. be able to.

さらに、舗装表面は、上記耐摩耗性部材44に
よつて、耐摩耗性を向上できると共に、粗面とす
ることができて滑り抵抗性の高い舗装表面を得る
ことができ、耐摩耗性部材の係止力すなわち、脱
落に対する抵抗力を著しく向上することができ
る。
Furthermore, the abrasion resistance of the paved surface can be improved by the abrasion resistant member 44, and the paved surface can be roughened to obtain a paved surface with high slip resistance. The locking force, that is, the resistance to falling off can be significantly improved.

前記表面層40は、ゴム,プラスチツク等の可
撓性高分子材料41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40は可
撓性高分子材料41によつて成形されているの
で、鋼床板10あるいはその表面に敷設した下地
層20の曲率面や勾配に添つ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10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40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 41 such as rubber or plastic and is molded in a factory. Since the surface layer 40 is formed of the flexible polymer material 41 in this way, it can be easily joined along the curvature or slope of the steel deck plate 10 or the base layer 20 laid on its surface. As a result, a smooth paved surface can be obtained, and the steel floor plate 10 has excellent followability to the deflection caused by vehicle running, etc., and the occurrence of cracks can be prevented.Furthermore, this surface layer 40 can be easily produced in a factory. It is possible.

なお、この表面層40の巾寸法は生産設備の能
力によつ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、本実施例の場合橋
面の伸縮継手間長さと同一長さに成形してある。
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ぜず、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。
Note that the width dimension of this surface layer 40 is limited 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 of the expansion joint on the bridge surface is It is molded to the same length.
When forming the surface layer 40, if the length is formed to be the same as the distance between the expansion joints of the bridge, the surface layer 40 can be formed on the bridge surface so that it crosses the vehicle traveling direction.
The running performance and riding comfort of the vehicle can be greatly improved without creating a joint at the abutting portion.

さらに、表面層40の巾方向突合せ部によつて
生ずる目地には、施工後この目地部に前述した可
撓性高分子材をすり込んでおけば、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。
Furthermore, if the above-mentioned flexible polymer material is rubbed into the joints created by the widthwise abutting portions of the surface layer 40 after construction, a paved surface without joints can be obtained and the vehicle The running performance and riding comfort of the vehicle can be further improved.

なお可撓性高分子材料41としては、本実施例
においては、固形ゴム,液状ゴム等のゴム系材料
やエポキシ樹脂,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を用いたが、これ
らのゴム系,樹脂系材料にセラミツクスパウダ
ー,珪砂,スラブ等の耐摩耗性を有する骨材や、
鋼繊維,剛性繊維,ガラス繊維等の短繊維(カツ
トフアイバー)を、それぞれ単独または併用して
混入した材料を用いることにより、舗装表面の耐
摩耗性をさらに向上することができる。
In this embodiment, as the flexible polymeric material 41, a rubber material such as solid rubber or liquid rubber, or a two-component mixture of epoxy resin or urethane resin and a resin material having elasticity that cures at room temperature is used. However, in addition to these rubber-based and resin-based materials, abrasion-resistant aggregates such as ceramic powder, silica sand, and slabs,
By using a material containing short fibers (cut fibers) such as steel fibers, rigid fibers, and glass fibers, either alone or in combination, the abrasion resistance of the pavement surface can be further improved.

〔考案の効果〕[Effect of idea]

本考案は上述のように構成したから、次のよう
な効果を奏する。すなわち、 (a) 耐摩耗性部材の係止力、すなわち脱落に対す
る抵抗力を大幅に向上することができる。
Since the present invention is configured as described above, it has the following effects. That is, (a) the locking force of the wear-resistant member, that is, the resistance to falling off, can be significantly improved.

(b) 表面層は可撓性に優れ、輪荷重作用による鋼
床版の変形に追従できて、ひび割れが生じるの
を防止することができる。
(b) The surface layer has excellent flexibility and can follow the deformation of the steel deck due to the wheel load action, preventing cracks from forming.

(c) 輪荷重を分散して下地層に伝達できて、轍掘
れが生じるのを防止することができる。
(c) The wheel load can be distributed and transmitted to the underlying layer, and rutting can be prevented.

(d) 表面層は工場生産でき、しかも、ドラムに巻
いた状態で容易に運搬できる一方、敷設施工性
に優れている。
(d) The surface layer can be produced in a factory, and can be easily transported wrapped around a drum, while also being easy to install.

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

第1図は本考案の実施例からなる表面層を適用
した鋼床版舗装路面の全体構造を示す一部を切欠
した斜視説明図、第2図は同上要部を示す平面視
拡大説明図、第3図は第2図A−A矢視断面説明
図である。 10……鋼床版、10a……鋼床版の表面、2
0……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……可撓性高分子材料、42……可撓
性板、a……可撓性板に設けられた孔、44……
耐摩耗性部材、44a……耐摩耗性部材の頭部。
FIG. 1 is a partially cutaway perspective explanatory view showing the overall structure of a steel deck pavement road surface to which a surface layer according to an embodiment of the present invention is applied, and FIG. 2 is an enlarged plan view explanatory view showing the main parts of the same. FIG. 3 is an explanatory cross-sectional view taken along the line A-A in FIG. 10... Steel deck slab, 10a... Surface of steel deck slab, 2
0... Base layer, 20a... Surface of base layer, 30...
...Adhesive layer, 40... Surface layer, 40a... Surface of surface layer, 41... Flexible polymer material, 42... Flexible plate, a... Hole provided in flexible plate, 44 ……
Wear-resistant member, 44a... head of the wear-resistant member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鋼床版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
成され、前記表面層は、可撓性高分子材料を主体
として形成すると共に、縦断面略台形状に形成し
た多数の耐摩耗性部材をその頭部が表面層の表面
に露出するように埋設し、さらに、前記各耐摩耗
性部材を嵌合係止する孔を備えた可撓性板を前記
表面層内に一体的に固定したことを特徴とする鋼
床版舗装路面における表面構造。
It is composed of a base layer laid on the surface of the steel deck, and a surface layer placed on the surface of the base layer via an adhesive layer, and the surface layer is mainly formed of a flexible polymer material, and A plurality of wear-resistant members each having a substantially trapezoidal longitudinal section are embedded so that their heads are exposed on the surface of the surface layer, and the flexible member is provided with holes for fitting and locking each of the wear-resistant members. A surface structure for a steel deck paved road surface, characterized in that a flexible plate is integrally fixed within the surface layer.
JP365085U 1985-01-17 1985-01-17 Expired JPH0220241Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP365085U JPH0220241Y2 (en) 1985-01-17 1985-01-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP365085U JPH0220241Y2 (en) 1985-01-17 1985-01-17

Publications (2)

Publication Number Publication Date
JPS61121217U JPS61121217U (en) 1986-07-31
JPH0220241Y2 true JPH0220241Y2 (en) 1990-06-04

Family

ID=30478480

Family Applications (1)

Application Number Title Priority Date Filing Date
JP365085U Expired JPH0220241Y2 (en) 1985-01-17 1985-01-17

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JP (1) JPH0220241Y2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002275828A (en) * 2001-03-16 2002-09-25 Denki Kagaku Kogyo Kk Waterproof structure and waterproofing method
JP6673132B2 (en) * 2016-10-04 2020-03-25 Jfeエンジニアリング株式会社 Paved steel slab unit and slab structure

Also Published As

Publication number Publication date
JPS61121217U (en) 1986-07-31

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