JPH0516808U - Expansion joints for prestressed concrete pavement - Google Patents
Expansion joints for prestressed concrete pavementInfo
- Publication number
- JPH0516808U JPH0516808U JP2716791U JP2716791U JPH0516808U JP H0516808 U JPH0516808 U JP H0516808U JP 2716791 U JP2716791 U JP 2716791U JP 2716791 U JP2716791 U JP 2716791U JP H0516808 U JPH0516808 U JP H0516808U
- Authority
- JP
- Japan
- Prior art keywords
- gasket
- prestressed concrete
- concrete pavement
- joint
- holding metal
- 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.)
- Pending
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】
【目的】 伸縮量の大きいPC舗装版の目地に対応でき
る伸縮目地を提供する。
【構成】 PC舗装版2,2の互いに対向する端面にガ
スケット保持金具6,6を固定する。両ガスケット保持
金具6,6間に中空の筒状をしたゴム製のガスケット4
を圧縮した状態で介在させる。ガスケット4の両側面に
は凸条9を一体成形しておき、この凸条をガスケット保
持金具4の凹溝8に嵌め合わせて外れ止めする。
(57) [Summary] [Purpose] To provide stretch joints that can be used for joints of PC pavement slabs that have large stretch amounts. [Structure] Gasket holding metal fittings 6 and 6 are fixed to end surfaces of PC paving slabs 2 and 2 which face each other. A hollow cylindrical rubber gasket 4 between both gasket holding metal fittings 6 and 6.
Is inserted in a compressed state. A ridge 9 is integrally formed on both side surfaces of the gasket 4, and the ridge 9 is fitted into the groove 8 of the gasket holding fitting 4 to prevent the ridge from coming off.
Description
【0001】[0001]
本考案は、プレストレストコンクリート(以下PCと記す)舗装において、P C舗装版間に設ける伸縮目地に関する。 The present invention relates to expansion joints provided between PC pavement plates in prestressed concrete (hereinafter referred to as PC) pavement.
【0002】[0002]
一般にコンクリート舗装においては、温度変化による舗装版の伸縮を吸収する ために、伸縮目地を互いに隣り合う舗装版の端面間に介在させているところであ り、PC舗装においても従来のコンクリート舗装と同様に、目地間隙にアスファ ルト系の目地材を加熱した状態で流込んだものや、アスファルト系の目地材を板 状に予め成型した目地板をコンクリートの打設時に介在させたものが一般的であ った。 Generally, in concrete pavement, expansion joints are placed between the end faces of adjacent pavement plates in order to absorb the expansion and contraction of the pavement plate due to temperature changes. Generally, asphalt-based joint material is poured into a joint gap in a heated state, and asphalt-based joint material is pre-formed into a plate shape and a joint plate is intervened during concrete pouring. It was.
【0003】[0003]
しかし近年において、PC舗装は一枚の舗装版が長尺化の傾向にあり、このた め、目地の伸縮量が大きくなり、従来の伸縮目地では充分に追従できないという 問題があった。 However, in recent years, there has been a problem that a single pavement plate for PC pavement tends to be elongated, and therefore the amount of expansion and contraction of joints increases, and conventional expansion and contraction joints cannot sufficiently follow up.
【0004】 また従来の伸縮目地は補修が考慮されていないため、損傷しても補修すること ができないという問題があった。Further, since the conventional expansion joint is not considered for repair, there is a problem that it cannot be repaired even if it is damaged.
【0005】 本考案はこのような従来の問題にかんがみ、PC舗装版間の伸縮量の大きい目 地であっても充分に弾性的に追従でき、しかも容易に交換補修が可能なPC舗装 用伸縮目地の提供を目的としたものである。In view of such conventional problems, the present invention is capable of sufficiently elastically following even a joint having a large expansion / contraction amount between PC paving slabs, and can be easily replaced and repaired for PC paving expansion / contraction. The purpose is to provide joints.
【0006】[0006]
上述の如き従来の問題を解決し、所期の目的を達成するための本考案の特徴は 、互いに対向するプレストレストコンクリート舗装版の各端面にガスケット保持 金具を一体的に備え、その各ガスケット保持金具に支持させてゴム製の中空筒状 のガスケットからなる目地材を圧縮状態にて介在させてなるプレストレストコン クリート舗装用伸縮目地に存する。 The features of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose are that gasket holding metal fittings are integrally provided on each end face of the prestressed concrete pavement plate facing each other, and each gasket holding metal fitting is provided. It is an expansion joint for prestressed concrete pavement in which a joint material consisting of a hollow cylindrical gasket made of rubber is supported in a compressed state.
【0007】 なお本考案は、ガスケットの両側面と、ガスケット保持金具の表面とに、互い に嵌り合う凹凸条を水平方向に向けて設け、該凹凸条の嵌り合いによってプレス トレストコンクリート舗装版の端面間にガスケットを保持させてもよく、またガ スケットの上下面を断面中央を低いV状となすとともに、上下面の断面中央部分 間に縦向き隔壁を設け、該縦向き隔壁と両側壁との間に、該縦向き隔壁側を低く 傾斜させた横向き隔壁を一体に設けてもよい。According to the present invention, the both sides of the gasket and the surface of the gasket holding metal fitting are provided with concave and convex lines which are fitted to each other in the horizontal direction, and by fitting the concave and convex lines, the end surface of the press-rest concrete pavement plate is fitted. A gasket may be held between them, and the upper and lower surfaces of the gasket have a low V-shaped cross-section center, and a vertical partition wall is provided between the central portions of the upper and lower cross-sections. In the meantime, a horizontally oriented partition whose side is vertically inclined may be integrally provided.
【0008】[0008]
本考案のPC舗装用伸縮目地は、ゴム製の中空ガスケットを目地材として使用 し、これを圧縮状態で目地間隔内に挿入しているため、目地間隔の拡張には自ら の拡がろうとする弾性によって幅方向に膨張し、逆に目地間隔の縮小時には、そ の圧力によって縮小される。 The expandable joint for PC pavement of the present invention uses a hollow rubber gasket as a joint material and inserts it in the joint space in a compressed state. Therefore, the elastic joint tends to expand when expanding the joint space. It expands in the width direction, and conversely, when the joint spacing is reduced, it is reduced by the pressure.
【0009】 またガスケット保持金具に対して凹凸条の嵌合によって保持させることにより 、損傷や弾性力が低下した際の取り換えが容易にできる。更にガスケットの中央 に縦向き隔壁を設け、上下面をV状にし、かつ内部に縦向き隔壁側を低くした前 記V状と同じ向きの横向き隔壁があることにより、圧縮時には中央部分が下方に たわむこととなり、目地間隔より路面上に突出するとこがない。Further, by holding the gasket holding fitting by fitting the concave-convex ridges, it is possible to easily replace the gasket when the damage or the elastic force is reduced. Furthermore, a vertical partition is provided in the center of the gasket, the upper and lower surfaces are V-shaped, and there is a horizontal partition in the same direction as the V-shape in which the vertical partition side is lowered, so that the central part is downward during compression. It will bend, and it will never project above the road surface beyond the joint spacing.
【0010】[0010]
次に本考案の実施例を図面について説明する。 Next, an embodiment of the present invention will be described with reference to the drawings.
【0011】 図において、1は路盤であり、2はPC舗装版、3は両PC舗装版2,2間の 目地間隔、4は該目地間隔3内に収容したガスケットである。In the figure, 1 is a roadbed, 2 is a PC paving slab, 3 is a joint spacing between both PC paving slabs 2, 2 is a gasket housed within the joint spacing 3.
【0012】 PC舗装版2,2は、それぞれ内部にPC鋼材5が挿通され、これを両端部に て緊張定着して応力を導入している。この両PC舗装版2,2の上部対向面には 、ガスケット保持金具6,6が固着されている。このガスケット保持金具6は背 面にジベル鉄筋7が固着され、これをPC舗装版2内に埋め込んで固着している 。 またガスケット保持金具6は、その前面中央に水平方向に連続したガスケッ ト嵌合用の凹溝8が設けられている。A PC steel material 5 is inserted into each of the PC paving slabs 2 and 2, and stress is introduced by tensioning and fixing the PC steel material 5 at both ends. Gasket holding metal fittings 6, 6 are fixed to the upper facing surfaces of both PC paving slabs 2, 2. The gasket holding metal fitting 6 has a dowel reinforcing bar 7 fixed to its back surface and is embedded and fixed in the PC paving slab 2. Further, the gasket holding metal fitting 6 is provided with a concave groove 8 for horizontally fitting a gasket at the center of the front surface thereof which is continuous in the horizontal direction.
【0013】 ガスケット4はゴム材をもって中空筒状に成形されており、両側面にガスケッ ト保持金具6の凹溝8に嵌り合う凸条9が一体に突出成形されている。またガス ケット4は上下面10,11を中央が低い断面V状に成形されているとともに、 内部中央には縦向き隔壁12が一体成形され、更に両側壁13,13と縦向き隔 壁12間に縦向き隔壁側を低くした横向き隔壁14,14……が一体成形されて いる。The gasket 4 is made of a rubber material and is formed into a hollow cylindrical shape. On both side surfaces, projections 9 that fit into the grooves 8 of the gasket holding fitting 6 are integrally formed by projection. In addition, the gasket 4 has upper and lower surfaces 10 and 11 formed in a V-shaped cross-section having a low center, and a vertical partition 12 is integrally formed in the center of the interior. Horizontally-formed partition walls 14, 14 ... In which the vertically-oriented partition wall side is lowered are integrally formed.
【0014】 なお上述の実施例では、PC舗装版2,2を目地を介して隣り合せた場合を示 しているが、図3に示すようにPC舗装版2,2の施工上、PC両版2,2の間 にプレストレスを付与しない場所打コンクリートからなるRC版15を介在させ る場合には、該RC版15の端面にガスケット保持金具6を一体に固着しておき 、前述と同様にガスケット4を保持させる。In the above-mentioned embodiment, the case where the PC paving slabs 2 and 2 are adjacent to each other through the joint is shown. However, as shown in FIG. When an RC plate 15 made of cast-in-place concrete that does not apply prestress is interposed between the plates 2 and 2, the gasket holding metal fitting 6 is integrally fixed to the end surface of the RC plate 15, and the same as above. To hold the gasket 4.
【0015】 このように構成されるガスケット4は、両側面を圧縮した状態で目地間隔3内 に挿入されており、長尺のPC舗装版2,2の大きな伸縮に追従して伸縮し、か つ常に圧縮状態が維持され、目地間隔3の水密状態をも維持する。The gasket 4 configured as described above is inserted into the joint space 3 in a state where both side surfaces are compressed, and expands and contracts following the large expansion and contraction of the long PC paving slabs 2 and 2. The compressed state is always maintained, and the watertight state of the joint space 3 is also maintained.
【0016】[0016]
上述したように本考案のPC舗装用伸縮目地は、ゴム製の中空筒状のガスケッ トを圧縮状態で目地用間隔内に収容したことにより大きな伸縮、即ち目地間隔の 大きな変化にも追従することができ、しかも水密性も維持させることができる。 As described above, the expansion joint for PC pavement of the present invention is capable of following a large expansion and contraction, that is, a large change in the joint interval, by accommodating the rubber hollow cylindrical gasket in the joint interval in the compressed state. The watertightness can be maintained.
【0017】 またガスケットの弾性が低下した場合や、何等かの原因によって損傷した場合 には、容易に取り換えることができる。更に断面の全体がV状であるため、圧縮 された場合に下側に撓むこととなり、舗装版の表面には突出せず、車両の走行性 が良い等の効果がある。Further, when the gasket has reduced elasticity or is damaged due to some cause, it can be easily replaced. Furthermore, since the entire cross section is V-shaped, it will bend downward when compressed, and it will not project to the surface of the paving slab, and there will be an effect such as good running performance of the vehicle.
【図面の簡単な説明】[Brief description of drawings]
【図1】本考案の一実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.
【図2】本考案に使用するガスケットの一例の斜視図で
ある。FIG. 2 is a perspective view of an example of a gasket used in the present invention.
【図3】本考案の他の実施例を示す断面図である。FIG. 3 is a cross-sectional view showing another embodiment of the present invention.
1 路盤 2 PC舗装版 3 目地間隔 4 ガスケット 5 PC鋼材 6 保持金具 7 ジベル鉄筋 8 凹溝 9 凸条 10,11 上下面 12 縦向き隔壁 13 側壁 14 横向き隔壁 15 RC版 1 Roadbed 2 PC Pavement Plate 3 Joint Spacing 4 Gasket 5 PC Steel Material 6 Holding Metal 7 Gibel Reinforcing Bar 8 Groove 9 Groove 10 and 11 Upper and Lower Surface 12 Vertical Partition 13 Side Wall 14 Horizontal Partition 15 RC Plate
フロントページの続き (72)考案者 宮内 健 千葉県佐倉市寺崎1769−3Continuation of the front page (72) Inventor Ken Miyauchi 1769-3 Terasaki, Sakura City, Chiba Prefecture
Claims (3)
ート舗装版の各端面にガスケット保持金具を一体的に備
え、その各ガスケット保持金具に支持させてゴム製の中
空筒状のガスケットからなる目地材を圧縮状態にて介在
させてなるプレストレストコンクリート舗装用伸縮目
地。1. A gasket holding metal fitting is integrally provided on each end surface of the prestressed concrete pavement plate facing each other, and a joint material made of a rubber hollow cylindrical gasket is compressed by being supported by each gasket holding metal fitting. Expansion joints for prestressed concrete pavement.
金具の表面とに、互いに嵌り合う凹凸条を水平方向に向
けて設け、該凹凸条の嵌り合いによってプレストレスト
コンクリート舗装版の端面間にガスケットを保持させて
なる請求項1に記載のプレストレストコンクリート舗装
用伸縮目地。2. A concave-convex strip that fits with each other is provided in a horizontal direction on both side surfaces of the gasket and a surface of the gasket holding metal fitting, and the gasket is held between the end faces of the prestressed concrete pavement plate by fitting the concave-convex strip. The stretch joint for prestressed concrete pavement according to claim 1.
状となすとともに、上下面の断面中央部分間に縦向き隔
壁を設け、該縦向き隔壁と両側壁との間に、該縦向き隔
壁側を低く傾斜させた横向き隔壁を一体に設けてなる請
求項1又は2に記載のプレストレストコンクリート舗装
用伸縮目地。3. The upper and lower surfaces of the gasket have a low V in the center of the cross section.
A vertical partition wall is provided between the central portions of the upper and lower surfaces in cross section, and a horizontal partition wall is provided integrally between the vertical partition wall and both side walls, with the vertical partition wall side being inclined low. Item 3. A stretch joint for prestressed concrete pavement according to Item 1 or 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2716791U JPH0516808U (en) | 1991-03-28 | 1991-03-28 | Expansion joints for prestressed concrete pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2716791U JPH0516808U (en) | 1991-03-28 | 1991-03-28 | Expansion joints for prestressed concrete pavement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0516808U true JPH0516808U (en) | 1993-03-02 |
Family
ID=12213503
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2716791U Pending JPH0516808U (en) | 1991-03-28 | 1991-03-28 | Expansion joints for prestressed concrete pavement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0516808U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100916973B1 (en) * | 2009-04-08 | 2009-09-14 | (주)삼우아이엠씨 | Construction method of prestressed concrete pavement and its structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5254173U (en) * | 1975-10-16 | 1977-04-19 | ||
JPS54158030A (en) * | 1978-06-02 | 1979-12-13 | Yokohama Rubber Co Ltd | Road bridge expansion joint |
-
1991
- 1991-03-28 JP JP2716791U patent/JPH0516808U/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5254173U (en) * | 1975-10-16 | 1977-04-19 | ||
JPS54158030A (en) * | 1978-06-02 | 1979-12-13 | Yokohama Rubber Co Ltd | Road bridge expansion joint |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100916973B1 (en) * | 2009-04-08 | 2009-09-14 | (주)삼우아이엠씨 | Construction method of prestressed concrete pavement and its structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3316574A (en) | Road expansion joint | |
US4290713A (en) | Expansion joint sealing structures | |
US3068763A (en) | Top seal | |
US4423979A (en) | Expansion joint sealing structures | |
NO134879B (en) | ||
US3504597A (en) | Roadbed joint seal | |
US2355771A (en) | Load transfer device and tie bar | |
JPH0516808U (en) | Expansion joints for prestressed concrete pavement | |
US3479933A (en) | Elongated,hollow,elastomer sealing strip with elongated,laterally deformable spring | |
US2040367A (en) | Expansion joint | |
US3273473A (en) | Road expansion joint | |
US2062654A (en) | Parting strip for roadways or the like | |
US2296756A (en) | Load transfer device | |
JP4222447B2 (en) | Expansion joint structure and expansion joint construction method | |
US2201824A (en) | Pavement joint | |
JPH0330407Y2 (en) | ||
JPH057282Y2 (en) | ||
JPH0417607Y2 (en) | ||
US2019131A (en) | Expansion joint | |
JPS5925923Y2 (en) | Road joint expansion device | |
JP4218028B2 (en) | Road joint expansion and contraction device | |
JPH0617841Y2 (en) | Expansion joint for bridge | |
JP2000319809A (en) | Joint structure of highway bridge and construction method of expandable joint for highway bridge | |
JP2780338B2 (en) | Joint device for structures such as floor slabs | |
US3516338A (en) | Load transfer joint supports for pavements |