JPH1181239A - Road bridge - Google Patents

Road bridge

Info

Publication number
JPH1181239A
JPH1181239A JP24282497A JP24282497A JPH1181239A JP H1181239 A JPH1181239 A JP H1181239A JP 24282497 A JP24282497 A JP 24282497A JP 24282497 A JP24282497 A JP 24282497A JP H1181239 A JPH1181239 A JP H1181239A
Authority
JP
Japan
Prior art keywords
sliding
plate
connecting plate
surface layer
road bridge
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
JP24282497A
Other languages
Japanese (ja)
Other versions
JP3321044B2 (en
Inventor
Masanori Sano
正典 佐野
Yoshio Kuri
良夫 久利
Atsushi Fuchizawa
淳 淵澤
Naotake Inaoka
尚毅 稲岡
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.)
HANSHIN KOSOKU DORO KANRI GIJU
HANSHIN KOSOKU DORO KANRI GIJUTSU CENTER
Toa Doro Kogyo Co Ltd
Kinki University
Original Assignee
HANSHIN KOSOKU DORO KANRI GIJU
HANSHIN KOSOKU DORO KANRI GIJUTSU CENTER
Toa Doro Kogyo Co Ltd
Kinki University
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 HANSHIN KOSOKU DORO KANRI GIJU, HANSHIN KOSOKU DORO KANRI GIJUTSU CENTER, Toa Doro Kogyo Co Ltd, Kinki University filed Critical HANSHIN KOSOKU DORO KANRI GIJU
Priority to JP24282497A priority Critical patent/JP3321044B2/en
Publication of JPH1181239A publication Critical patent/JPH1181239A/en
Application granted granted Critical
Publication of JP3321044B2 publication Critical patent/JP3321044B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent passing vehicles from being applied with vibration caused by discontinuous beams by providing sliding plates at the end sections of floor boards constituting the beams arranged continuously between bridge piers, overlappingly arranging a connecting plate between both sliding plates, and forming a surface layer section on the connecting plates. SOLUTION: The end section of a floor board 3 is supported the beam hook section 2 of a bridge pier 1 via a support body 4. Sliding plates 8 are fixed to the floor board 3, and a connecting plate 9 is overlappingly arranged between the sliding plates 8. The connecting plate 9 is formed with a sliding face 10 for the sliding plate 8, and it is coupled with the sliding face 7 of the sliding plate 8. A surface layer section 11 is formed on the connecting plate 9. The size change between the floor board 3 and the surface layer section 11 due to expansion/shrinkage caused by heat can be absorbed between the sliding plate 8 and the connecting plate 9, and the size change of the floor board 3 is not transferred to the surface layer section 11. Since the surface layer section 11 is formed on the connecting plate 9, the junctions of the floor boards 3 can be formed into a continuous paved plane.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、橋脚の上に桁の端
部を載せて桁を連続させた構造による橋や高速道路等を
総称する道路橋に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road bridge having a structure in which the end of a girder is placed on a pier and the girder is continuously connected.

【0002】[0002]

【従来の技術】従来の道路橋の構造は図7の要部断面説
明図および図8の連結状態を示す平面説明図に示す如
く、橋脚1の上部の桁かかり部2に連続配置する桁3の
端部を支承体4を介して固定し、そのそれぞれの桁3の
端部に金属製の連続体5を設け、その連続体5を合わせ
ることにより桁3の連続性を形成している。なお、この
連続体5を合わせることは、桁3の温度伸縮を吸収する
ものであり、これによって、夏期と冬期や日中と夜間等
の温度差による桁3の伸縮を補正している。
2. Description of the Related Art As shown in FIG. 7 and a plan view showing a connection state of a main part of a conventional road bridge, as shown in FIG. Is fixed via a support 4, and a continuum 5 made of metal is provided at the end of each spar 3, and the continuity of the spar 3 is formed by combining the continuities 5. The combination of the continuum bodies 5 absorbs the expansion and contraction of the temperature of the girder 3, thereby correcting the expansion and contraction of the girder 3 due to the temperature difference between summer and winter, and between daytime and nighttime.

【0003】[0003]

【発明が解決しようとする課題】このような従来技術に
よると、連続する桁はその熱膨張による寸法の変化を吸
収するためにそれぞれ距離を離して独立して設置されて
おり、連続体は互いに不連続であるために走行する車両
がその箇所を通過するときには車両に振動が生じると共
に騒音が発生する原因となっている。
According to such a prior art, the continuous girders are independently installed at a distance from each other to absorb a change in dimension due to thermal expansion, and the continuous bodies are separated from each other. Due to the discontinuity, when the traveling vehicle passes through the location, the vehicle generates vibration and noise.

【0004】[0004]

【課題を解決するための手段】そこで本発明は、橋脚間
に連続配置する桁を構成する床板の端部にそれぞれ摺動
板を設け、その両摺動板間を渡すように連結板を重ねて
配置し、その連結板上に表層部を形成したことを特徴と
する。
Accordingly, the present invention provides a sliding plate at each end of a floor plate constituting a girder continuously arranged between piers, and a connecting plate is overlapped so as to pass between the sliding plates. And a surface layer portion is formed on the connecting plate.

【0005】[0005]

【発明の実施の形態】以下に本発明の実施の形態を図面
を用いて説明する。 第1の実施の形態例 図1は要部斜視説明図、図2は要部側面説明図であり、
図において、1は橋脚であり、その上部の桁かかり部2
に連続配置する桁を構成する床板3の端部が支承体4を
介して支持してある。なお、5は仕切りであるが、これ
を設けていない構造の橋脚もあり、どのような構造の橋
脚でもよい。
Embodiments of the present invention will be described below with reference to the drawings. First Embodiment FIG. 1 is a perspective view of a main part, FIG. 2 is a side view of a main part,
In the figure, reference numeral 1 denotes a pier, and
An end of a floor plate 3 constituting a spar that is continuously arranged at a position is supported via a bearing 4. Although 5 is a partition, some bridge piers are not provided, and any structure may be used.

【0006】上記床板3の端部上面には凹部6が形成し
てあり、この凹部6に表面の当接面に長手方向に突条を
連続して形成した大略波状の摺動面7を有する摺動板8
を固定してある。9は連続配置されたそれぞれの床板3
の端部に設けた摺動板8間に渡して重ねるように配置し
た連結板であり、対向面となる当接面に上記摺動板8の
摺動面7と合う大略波状の摺動面10が形成されてお
り、両摺動面7、10は互いに嵌合している。
A concave portion 6 is formed on the upper surface of the end of the floor plate 3, and the concave portion 6 has a substantially wavy sliding surface 7 in which a ridge is formed continuously in the longitudinal direction on the contact surface of the surface. Sliding plate 8
Is fixed. 9 is each floor plate 3 arranged continuously
Is a connecting plate disposed so as to overlap between sliding plates 8 provided at the ends of the sliding plate 8. 10 are formed, and both sliding surfaces 7, 10 are fitted to each other.

【0007】この摺動板8と連結板9が互いに嵌合して
重ねた厚さと上記床板3の端部上面の凹部6とが略一致
して床板面が平坦状態となるようになっている。上記摺
動板8と連結板9に形成した摺動面7、10の大略波状
の形状はどのような断面形状の突条でもよく、一般的な
波形や図示する如く、互いに嵌合し合う形状でもよいも
ので、その摺動面7、10の両方の突条の断面形状は同
一でもよくまた異なった形状でもよい。なお、摺動面
7、10の互いの突条の高さを同じにして突条の先端が
谷部の底面に互いに接した状態が得られるようにしてお
くと一層よい。
The thickness of the sliding plate 8 and the connecting plate 9 fitted and overlapped with each other and the concave portion 6 on the upper surface of the end of the floor plate 3 substantially coincide with each other, so that the floor plate surface becomes flat. . The generally wavy shape of the sliding surfaces 7 and 10 formed on the sliding plate 8 and the connecting plate 9 may be a ridge having any cross-sectional shape, such as a general waveform or a shape that fits each other as shown in the drawing. The cross-sectional shape of both ridges on the sliding surfaces 7 and 10 may be the same or different. It is more preferable that the ridges of the sliding surfaces 7 and 10 have the same height so that the tips of the ridges are in contact with the bottom of the valley.

【0008】また、摺動面7、10は波状ではなく両摺
動面共にまったくの平面でもよく、さらにはどちらか一
方の摺動面が平面で他方に突条による波状や複数の突起
を形成した変形摺動面の組み合わせでもよい。なお、こ
のような構造の場合には摺動面7に対して摺動面10が
横方向に移動しないように摺動板8および/もしくは連
結板9の側部に突条等の係止部を形成しておくとよい。
The sliding surfaces 7, 10 may not be corrugated but may be completely flat on both sliding surfaces. Further, one of the sliding surfaces is flat and the other has a wavy shape or a plurality of projections formed by a ridge. A combination of the deformed sliding surfaces described above may be used. In the case of such a structure, locking portions such as ridges are provided on the sides of the sliding plate 8 and / or the connecting plate 9 so that the sliding surface 10 does not move laterally with respect to the sliding surface 7. Is preferably formed.

【0009】なお、上記摺動板8と連結板9は合成樹脂
製、金属製、コンクリート製等の剛性体製である。この
ように床板3の端部を形成することにより床板3の連続
性が形成され、その表面に舗装の表層部11を施すこと
によって床板3の連結箇所も連続した表層部11を形成
することができる。なお、表層部11を施す際に、連結
板9の端部と床板3の端部上面間に表層部材が落下しな
いように網等の落下防止部材を載置しておくとよい。
The sliding plate 8 and the connecting plate 9 are made of a rigid body made of synthetic resin, metal, concrete or the like. By forming the ends of the floorboard 3 in this manner, the continuity of the floorboard 3 is formed, and by applying the surface layer 11 of the pavement to the surface thereof, it is possible to form the surface layer 11 where the connection portion of the floorboard 3 is also continuous. it can. When applying the surface portion 11, a fall prevention member such as a net may be placed between the end of the connecting plate 9 and the upper surface of the end of the floor plate 3 so that the surface member does not fall.

【0010】このような構成によると、床板と表層部に
熱によって生じる伸縮による寸法の変化を摺動板8と連
結板9との間で吸収することができるために、床板の寸
法の変化を表層部に伝えることがなく、その結果、床板
の連結部も連続した舗装面とすることができ、それによ
って走行する車両は円滑で騒音の発生しない走行が可能
となる。
According to such a configuration, a change in size due to expansion and contraction caused by heat in the floor plate and the surface layer can be absorbed between the sliding plate 8 and the connecting plate 9, so that a change in size of the floor plate can be suppressed. It is not transmitted to the surface layer, and as a result, the connecting portion of the floorboard can also be a continuous pavement surface, so that the traveling vehicle can travel smoothly and without noise.

【0011】第2の実施の形態例 本実施の形態は、舗装面と摺動板8と連結板9とを設け
た床板との間に排水構造を設置した例であり、摺動板8
と連結板9については上記第1の実施の形態例と構造は
同様である。図6は形態例を示す要部斜視説明図であ
り、図において、床板3に摺動板8と連結板9を設けた
構造は上記第1の実施の形態例と同様であるために説明
は省略する。図において、12は床板3の上に配置した
排水板であり、合成樹脂製、金属製、コンクリート製等
であって表面から取水部13を形成し、それに連通する
導水部14が形成されている。
Second Embodiment This embodiment is an example in which a drainage structure is installed between a pavement surface and a floor plate provided with a sliding plate 8 and a connecting plate 9.
The structure of the connecting plate 9 is the same as that of the first embodiment. FIG. 6 is an explanatory perspective view of a main part showing an embodiment. In the figure, the structure in which the sliding plate 8 and the connecting plate 9 are provided on the floor plate 3 is the same as that of the first embodiment, and therefore the description is omitted. Omitted. In the figure, reference numeral 12 denotes a drain plate disposed on the floor plate 3, which is made of synthetic resin, metal, concrete, or the like. .

【0012】その取水部13と導水部14の具体的構造
の一例としては図0に示す如く、約1〜10mm程度のス
リット状の取水部13とその下に連通させたそれと同じ
かそれより幅を広くした例えば約5〜20mm程度の導水
部14が形成してある。上記取水部13の間隔は施工さ
れる表層部に用いられる細骨材や表層部のアスファルト
によってつまってしまわないような寸法であればよい。
As an example of a specific structure of the water intake section 13 and the water guide section 14, as shown in FIG. 0, a slit-shaped intake section 13 of about 1 to 10 mm and a width equal to or less than that of the slit-shaped intake section 13 communicated thereunder. Is formed, for example, about 5 to 20 mm. The space between the water intake portions 13 may be any size as long as it is not clogged with fine aggregate used in the surface layer to be constructed or asphalt in the surface layer.

【0013】この取水部13と導水部14との形状は無
数の形態が考えられ、取水と導水が行われればどのよう
な形態であってもよく、さらに、上記の説明においては
取水部13と導水部14をそれぞれ独立させて形成した
が、溝等によって取水部13と導水部14を一体に形成
して取水部13を導水部14の開口端として取水部13
がないような構造でもよい。
The shapes of the water intake section 13 and the water introduction section 14 may be innumerable, and may take any form as long as the water intake and water introduction are performed. Although the water guides 14 are formed independently of each other, the water intake 13 and the water guide 14 are integrally formed by grooves or the like, and the water intake 13 is used as an open end of the water guide 14.
There may be a structure without any.

【0014】このようにした排水板12の上に排水性
(吸音性)の表層部11を敷設した構造であり、導水部
14が道路の側部に開口するようになり、その開口端部
は道路の側部に設けた排水パイプ(排水樋)に接続され
る。なお、必要に応じて排水板12と表層部の間、つま
り取水部13の上面に金網、布、打ち抜き板等を介在さ
せて施工することにより取水部13の目詰まりを防ぐこ
とができる。
A drainage (sound absorbing) surface layer portion 11 is laid on the drainage plate 12 as described above, and the water guide portion 14 is opened to the side of the road. It is connected to a drain pipe (drain gutter) provided on the side of the road. Note that clogging of the water intake unit 13 can be prevented by installing a wire mesh, cloth, a punched plate, or the like between the drainage plate 12 and the surface layer, that is, on the upper surface of the water intake unit 13 as necessary.

【0015】この排水板12の配置状態は、排水が十分
に行われればどのような配置でもよく、全面に形成して
もよいが、一定間隔をあけて形成してもよく、さらには
中央線を境にして交互に形成してもよい。このような構
成によると、路面上の雨水等の水は表層部11の連続し
た空隙を通って排水板12の取水部13から導水部14
に流れて排水パイプに円滑に排出されることになる。
The drainage plate 12 may be arranged in any manner as long as drainage is sufficiently performed. The drainage plate 12 may be formed on the entire surface, may be formed at regular intervals, and may be formed at a center line. May be formed alternately at the boundary. According to such a configuration, water such as rainwater on the road surface passes through a continuous gap in the surface layer portion 11 from the water intake portion 13 of the drainage plate 12 to the water conveyance portion 14.
And smoothly discharged to the drain pipe.

【0016】この形態例においても、排水板12を載せ
る床板3の端部に摺動板8と連結板9を設けたことによ
って、床板と表層部に熱によって生じる伸縮による寸法
の変化を摺動板8と連結板9との間で吸収することがで
きるために、床板の寸法の変化を表層部に伝えることが
なく、その結果、床板の連結部を連続した舗装面とする
ことができ、それによって走行する車両は円滑で騒音の
発生しない走行が可能となる。
Also in this embodiment, the sliding plate 8 and the connecting plate 9 are provided at the end of the floor plate 3 on which the drainage plate 12 is placed, so that the dimensional change due to expansion and contraction caused by heat on the floor plate and the surface layer can be performed. Since it is possible to absorb between the plate 8 and the connecting plate 9, a change in the size of the floor plate is not transmitted to the surface layer, and as a result, the connecting portion of the floor plate can be a continuous pavement surface, As a result, the running vehicle can run smoothly and without noise.

【0017】[0017]

【発明の効果】以上詳細に説明した本発明によると、橋
脚間に連続配置する桁を構成する床板の端部にそれぞれ
摺動板を設け、その両摺動板間を渡すように連結板を摺
動可能に配置したことにより、床板と表層部に熱によっ
て生じる伸縮による寸法の変化を摺動板と連結板との間
で吸収することができるために、床板の寸法の変化を表
層部に伝えることがなく、その結果、連結板上にも表層
部を形成することにより床板の連結部を連続した舗装面
とすることができる効果を有する。
According to the present invention described in detail above, a sliding plate is provided at each end of a floor plate constituting a girder continuously arranged between piers, and a connecting plate is provided so as to pass between the two sliding plates. By slidably arranged, the change in dimensions due to expansion and contraction caused by heat in the floor plate and the surface layer can be absorbed between the slide plate and the connecting plate, so the change in the dimensions of the floor plate is applied to the surface layer. As a result, there is an effect that the connecting portion of the floorboard can be a continuous pavement surface by forming the surface layer portion on the connecting plate as well.

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

【図1】第1の実施の形態例を示す要部斜視説明図FIG. 1 is an explanatory perspective view of a main part showing a first embodiment.

【図2】要部側面説明図FIG. 2 is an explanatory side view of a main part.

【図3】摺動板と連結板の摺動面の例を示す説明図FIG. 3 is an explanatory view showing an example of a sliding surface of a sliding plate and a connecting plate.

【図4】摺動板と連結板の摺動面の例を示す説明図FIG. 4 is an explanatory view showing an example of a sliding surface of a sliding plate and a connecting plate.

【図5】摺動板と連結板の摺動面の例を示す説明図FIG. 5 is an explanatory view showing an example of a sliding surface of a sliding plate and a connecting plate.

【図6】第2の実施の形態例を示す要部斜視説明図FIG. 6 is an explanatory perspective view of a main part showing a second embodiment.

【図7】従来例を示す要部斜視説明図FIG. 7 is an explanatory perspective view of a main part showing a conventional example.

【図8】要部平面図FIG. 8 is a plan view of a main part.

【符号の説明】[Explanation of symbols]

1 橋脚 2 桁かかり部 3 桁 6 凹部 7 摺動面 8 摺動板 9 連結板 10 摺動板 11 表層部 12 排水板 13 取水部 14 導水部 REFERENCE SIGNS LIST 1 bridge pier 2 digits hanging portion 3 digits 6 concave portion 7 sliding surface 8 sliding plate 9 connecting plate 10 sliding plate 11 surface layer 12 drain plate 13 water intake section 14 water conduction section

───────────────────────────────────────────────────── フロントページの続き (72)発明者 久利 良夫 大阪府大阪市西成区岸里3−2−19 (72)発明者 淵澤 淳 奈良県奈良市富雄北3−14−9 (72)発明者 稲岡 尚毅 大阪市八尾市東山本新町5−1−7 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yoshio Kuri 3-2-19, Kishiri, Nishinari-ku, Osaka-shi, Osaka (72) Inventor Atsushi Fuchizawa 3-14-9, Tomiokita, Nara-shi, Nara (72) Inventor Naoki Inaoka 5-1-7 Higashiyama Honshinmachi, Yao, Osaka

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 橋脚間に連続配置する桁を構成する床板
の端部にそれぞれ摺動板を設け、その両摺動板間を渡す
ように連結板を重ねて配置し、その連結板上に表層部を
形成したことを特徴とする道路橋。
1. A sliding plate is provided at each end of a floor plate constituting a girder continuously arranged between piers, and connecting plates are overlapped and arranged so as to pass between the two sliding plates. A road bridge characterized by forming a surface layer.
【請求項2】 請求項1において、表層部の下層に、表
面から取水部を形成し、それに連通する導水部を形成し
た排水板を配置したことを特徴とする道路橋。
2. The road bridge according to claim 1, wherein a drainage plate having a water intake portion formed from the surface and a water guide portion communicating with the water intake portion is disposed below the surface layer portion.
【請求項3】 請求項1において、対向する摺動板と連
結板の互いの対向面に長手方向に突条を連続して形成し
た大略波状の摺動面を形成してかみ合わせたことを特徴
とする道路橋。
3. The sliding surface according to claim 1, wherein a substantially wavy sliding surface is formed by continuously forming ridges in the longitudinal direction on opposing surfaces of the opposing sliding plate and connecting plate. And road bridge.
【請求項4】 請求項1において、対向する摺動板と連
結板の一方の当接面を変形摺動面とし、他方の当接面を
平面としたことを特徴とする道路橋。
4. The road bridge according to claim 1, wherein one of the abutting surfaces of the opposing sliding plate and the connecting plate is a deformable sliding surface, and the other abutting surface is a flat surface.
【請求項5】 請求項1において、対向する摺動板と連
結板の互いの当接面を平面としたことを特徴とする道路
橋。
5. The road bridge according to claim 1, wherein the contact surfaces of the opposing sliding plate and connecting plate are flat.
【請求項6】 請求項1において、摺動板および/もし
くは連結板をコンクリート製としたことを特徴とする道
路橋。
6. The road bridge according to claim 1, wherein the sliding plate and / or the connecting plate are made of concrete.
【請求項7】 請求項1において、摺動板および/もし
くは連結板を鉄製としたことを特徴とする道路橋。
7. The road bridge according to claim 1, wherein the sliding plate and / or the connecting plate are made of iron.
JP24282497A 1997-09-08 1997-09-08 Road bridge Expired - Fee Related JP3321044B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24282497A JP3321044B2 (en) 1997-09-08 1997-09-08 Road bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24282497A JP3321044B2 (en) 1997-09-08 1997-09-08 Road bridge

Publications (2)

Publication Number Publication Date
JPH1181239A true JPH1181239A (en) 1999-03-26
JP3321044B2 JP3321044B2 (en) 2002-09-03

Family

ID=17094846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24282497A Expired - Fee Related JP3321044B2 (en) 1997-09-08 1997-09-08 Road bridge

Country Status (1)

Country Link
JP (1) JP3321044B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100901499B1 (en) * 2007-07-16 2009-06-08 아주대학교산학협력단 Lightened Coping for bridge
CN103243645A (en) * 2013-05-21 2013-08-14 洛阳双瑞特种装备有限公司 Sliding support for bridge extension device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100901499B1 (en) * 2007-07-16 2009-06-08 아주대학교산학협력단 Lightened Coping for bridge
CN103243645A (en) * 2013-05-21 2013-08-14 洛阳双瑞特种装备有限公司 Sliding support for bridge extension device

Also Published As

Publication number Publication date
JP3321044B2 (en) 2002-09-03

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