JPS583845Y2 - Road joint expansion device - Google Patents
Road joint expansion deviceInfo
- Publication number
- JPS583845Y2 JPS583845Y2 JP1975178913U JP17891375U JPS583845Y2 JP S583845 Y2 JPS583845 Y2 JP S583845Y2 JP 1975178913 U JP1975178913 U JP 1975178913U JP 17891375 U JP17891375 U JP 17891375U JP S583845 Y2 JPS583845 Y2 JP S583845Y2
- Authority
- JP
- Japan
- Prior art keywords
- seal plate
- plate
- groove
- mounting
- elastic
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
本考案は、橋梁、高架道路等の道路継目部に構築する道
路継目伸縮装置に関する。[Detailed Description of the Invention] The present invention relates to a road joint expansion and contraction device constructed at road joints such as bridges and elevated roads.
従来より採用されている伸縮装置の一例として、一対の
鋼製櫛状板を遊隙を存して噛合せしめた所謂フィンガー
ジヨイントと呼ばれているものがあるが、前記遊隙より
漏洩する雨水が楊子へ落下するという問題があった。As an example of a conventionally used expansion and contraction device, there is a so-called finger joint in which a pair of steel comb-shaped plates are interlocked with a play gap, but rainwater leaking from the play gap is There was a problem with the falling onto Yangzi.
そこで、従来は相対する床版の遊間に樋を設けて雨水を
別途排水するようにしているが、この樋に土砂等がたま
り、円滑な排水ができなくなる不具合があった。Conventionally, a gutter was installed between the opposing floor slabs to drain rainwater separately, but this gutter had the problem of accumulating dirt and sand, making it impossible to drain water smoothly.
また、上記フィンガージヨイントでは、道路継目部が通
過する車輌の走行音および振動音が前記遊隙より楊子へ
伝わり易いことから、高架道路の沿道の住民に大きな騒
音公害をもたらしており、かかる公害問題の早期解決が
要望されている。In addition, in the above-mentioned finger joint, the running sound and vibration sound of vehicles passing through the road joint are easily transmitted to the toothpick through the gap, causing great noise pollution to residents living along the elevated road. It is requested that the problem be resolved as soon as possible.
本考案は、かかる点に鑑み、道路継目部に設置する一対
の上面部材の下にシール板を敷き、該シール板中央の溝
形伸縮部に可撓性材を充填して充填部を形成することに
より、道路継目部の止水を図るとともに、該シール板の
下に弾性板を設けることにより、シール板が床版端部の
略水平な取付面と、略垂直な床版端面とのなす角部で損
傷するのを防止し、止水性および耐久性の向上と、騒音
問題の解決を図った道路継目伸縮装置を提供するもので
ある。In view of this, the present invention places a sealing plate under a pair of upper surface members installed at a road joint, and fills a flexible material in the groove-shaped expansion and contraction part at the center of the sealing plate to form a filling part. By this, water can be stopped at road joints, and by providing an elastic plate under the seal plate, the seal plate can be attached to the substantially horizontal mounting surface at the end of the floor slab and the substantially vertical end face of the floor slab. The present invention provides a road joint expansion/contraction device that prevents damage at corners, improves water-stopping properties and durability, and solves noise problems.
本考案の構成を実施例について図面に基いて説明する。The configuration of the present invention will be explained with reference to the drawings in terms of embodiments.
1は道路継目部の相対向するコンクリート床版の端部で
あって、該端部に予めアンカーボルト2の根部を埋設し
、ねじ部3を略水平な取付面より上方へ突出せしめた切
欠段部4を設ける。Reference numeral 1 denotes the opposite ends of the concrete slabs at the road joint, in which the roots of the anchor bolts 2 are buried in advance, and the threaded portions 3 are cut out to protrude upward from the substantially horizontal mounting surface. Section 4 is provided.
両切欠段部4の取付面には予め前記ねじ部3に嵌合せし
める孔を穿孔したゴム、合成樹脂などの弾性シール板5
の両側取付部5aと弾性板6とを上下に重ねて前記ねじ
部3に挿通して当接する。An elastic sealing plate 5 made of rubber, synthetic resin, or the like is provided on the mounting surface of both notched stepped portions 4 with holes drilled in advance to fit into the threaded portions 3.
The mounting portions 5a on both sides and the elastic plate 6 are stacked vertically and inserted into the threaded portion 3 to abut against each other.
該シール板5は中央に溝形伸縮部5bが形威されている
。The sealing plate 5 has a groove-shaped expansion/contraction portion 5b formed in the center thereof.
シール板5の両側取付部5aの上には、帯状鉄板の片側
を凹凸にして橋長方向へ突出する凸部8を形威し、他の
片側に段付取付孔9を有する支持部10.11をそれぞ
れ形成した1対の上面部材12.13が、互いの凹部と
凸部8の間に遊隙を存し、かつ、凸部8を溝形伸縮部7
の上へ突出せしめて載置され、前記アンカーボルト2の
ねじ部3を前記段付取付孔9より上方へ突出せしめてい
る。On both side attachment parts 5a of the seal plate 5, one side of the band-shaped iron plate is made uneven and has a convex part 8 projecting in the bridge length direction, and the other side has a support part 10 with a stepped attachment hole 9. A pair of upper surface members 12 and 13 each having a groove 11 formed therein have a clearance between the recessed portion and the convex portion 8, and the convex portion 8 is connected to the groove-shaped expansion/contraction portion 7.
The threaded portion 3 of the anchor bolt 2 is projected upward from the stepped mounting hole 9.
上記シール板5と弾性板6,6と雨上面部材12゜13
とは、アンカーボルト2のねじ部3に合成ゴム、ポリウ
レタン等合成樹脂製座板14、座金15.ナツト16を
適用して締付けられている。The above-mentioned seal plate 5, elastic plates 6, 6, and rain top surface member 12゜13
This means that the threaded portion 3 of the anchor bolt 2 has a seat plate 14 made of synthetic resin such as synthetic rubber or polyurethane, and a washer 15. It is tightened using a nut 16.
前記合成樹脂製座板14と座金15は略同径である。The synthetic resin seat plate 14 and washer 15 have approximately the same diameter.
前記ねじ部3の頂端とナツト16を仮溶接をしてナツト
の抜は止めをする場合もある。In some cases, the top end of the threaded portion 3 and the nut 16 are temporarily welded to prevent the nut from being pulled out.
シール板5の溝形伸縮部5bによって漏水は防止され、
かつ、道路下への防音効果も大きいが、溝形伸縮部5b
の上面に空間ができると車輌が通過する際にこの空間の
空気が頻繁に圧縮および吸引されることによって騒音が
発生する。Water leakage is prevented by the groove-shaped expansion/contraction portion 5b of the seal plate 5.
Moreover, the soundproofing effect under the road is also great, but the groove-shaped expansion and contraction part 5b
When a space is created on the top surface of a vehicle, the air in this space is frequently compressed and sucked in when a vehicle passes by, causing noise.
そこで、本考案においては前記上面部材12.13を取
付ける前に、前記溝形伸縮5bの上面の空間に液状ゴム
を充填して固化せしめた可撓性材充填部1フをシール板
5の取付部上面と面一に形成する。Therefore, in the present invention, before attaching the upper surface member 12.13, the space on the upper surface of the groove-shaped telescoping 5b is filled with liquid rubber and the flexible material filling portion 1f is attached to the sealing plate 5. Formed flush with the top surface of the section.
該充填部は、他の実施例として第4図に示す如く、前記
溝形伸縮部5bの上面にポリウレタン樹脂ゴム等の可撓
性発泡材18を充填し、その上面に液状ゴムを流し込ん
で固化せしめた厚さ5〜15mmの可撓性表面層19を
形成してもよい。As shown in FIG. 4 as another embodiment, the filling section is made by filling the upper surface of the groove-shaped stretchable section 5b with a flexible foam material 18 such as polyurethane resin rubber, and pouring liquid rubber into the upper surface and solidifying it. A flexible surface layer 19 having a thickness of 5 to 15 mm may be formed.
また切欠段部4の垂直壁4aと、シール板取付部5a、
弾性板6および上面部材12.13の端面との間に若干
の隙間を設け、この隙間に液状ゴムを流し込んで固化せ
しめるか、ゴム板を充填して目地20を形成する。In addition, the vertical wall 4a of the cutout step portion 4, the seal plate mounting portion 5a,
A slight gap is provided between the elastic plate 6 and the end surfaces of the upper surface members 12 and 13, and liquid rubber is poured into this gap and allowed to solidify, or a rubber plate is filled to form the joint 20.
その他21は配力筋、22は主筋、23は上面部材12
.13を道路幅員方向Yに接合した目地である。Others 21 are distribution reinforcements, 22 are main reinforcements, and 23 are upper surface members 12
.. 13 in the road width direction Y.
なお、ナツト16は上面部材12.13を堅固に取り付
けるため、締付力を30 kg、m程度以上にする必要
があり、従って、座板14はその弾性率を300kg/
cm3以上にすることが望ましい。In addition, in order to firmly attach the upper surface member 12.13 to the nut 16, it is necessary to apply a tightening force of approximately 30 kg.
It is desirable to set it to cm3 or more.
座板14としては、三洋化成社製のサンブレンAT−2
050、あるいは日本ライヒホルド社製のバンプ゛ツク
ス305Eを使用する。As the seat plate 14, Sunburen AT-2 manufactured by Sanyo Chemical Co., Ltd.
050 or Bumpex 305E manufactured by Nippon Reichhold Co., Ltd. is used.
それぞれの座板について物性を測定した結果下表の通り
であった。The physical properties of each seat plate were measured and the results are shown in the table below.
上記座板14は、車輌通過等の振動によってナツト16
、ひいては、道路継目伸縮装置全体が弛むのを防止して
装置の耐久性を向上させるとともに、弛みによって生じ
る振動音発生を防止するという効を奏する。The seat plate 14 is damaged by the nut 16 due to vibrations caused by passing vehicles, etc.
As a result, the entire road joint expansion/contraction device is prevented from loosening, improving the durability of the device, and the vibration noise caused by the loosening is also prevented.
座板としては、第6図に示す如く、片側を曲面にした座
板14 aや、第7図に示す如く、上下両面を曲面にし
た座板14bを使用する場合もある。As the seat plate, a seat plate 14a having a curved surface on one side as shown in FIG. 6, or a seat plate 14b having curved surfaces on both the upper and lower sides as shown in FIG. 7 may be used.
上記構造において、シール板5は車輌が通過する度に大
きな輪荷重を受けるが、シール板5は切欠段部4の取付
面の上に弾性板6を介して敷設されているため、該切欠
段部4の取付面と床版端面2aとのなす角部でシール板
5が損傷するおそれはない。In the above structure, the seal plate 5 receives a large wheel load every time a vehicle passes by, but since the seal plate 5 is laid on the mounting surface of the notch step 4 via the elastic plate 6, the seal plate 5 receives a large wheel load every time a vehicle passes by. There is no risk that the seal plate 5 will be damaged at the corner formed by the mounting surface of the section 4 and the floor slab end surface 2a.
従って、本考案によれば、シール板の中央溝形伸縮部に
充填部を形成したことから、止水の向上が図れるととも
に、車輌走行音および振動音が充填部で減衰ないしは遮
断されることから騒音の発生が抑制され、また、溝形伸
縮部に土砂等が堆積することがないため伸縮性も良く、
さらに、充填部の上に上面部材の凸部が突出しているた
め、充填部は該凸部で押えられ、該充填部の剥離や盛上
りも防止され、また、シール板の下に弾性板を設けたた
め、通行車輌の輪荷重等でシール板が損傷するのが防止
され、耐久性も高いという優れた効果が得られる。Therefore, according to the present invention, since the filling part is formed in the central groove-shaped expansion/contraction part of the seal plate, it is possible to improve water stoppage, and at the same time, vehicle running noise and vibration noise are attenuated or blocked by the filling part. Noise generation is suppressed, and the elasticity is good because no dirt or sand accumulates in the groove-shaped elastic parts.
Furthermore, since the convex part of the upper surface member protrudes above the filled part, the filled part is held down by the convex part, and peeling and swelling of the filled part are also prevented. Because of this provision, the seal plate is prevented from being damaged by wheel loads of passing vehicles, etc., and excellent effects such as high durability can be obtained.
図面は本考案の実施態様を例示し、第1図は道路継目部
の平面図、第2図は第1図のA−A線断面図、第3図は
同B−B線断面図、第4図は第2図の中央の鎖線円で囲
まれた部分の他の実施例の図、第5図は第2図の左側鎖
線円で囲まれた部分の拡大図、第6図および第7図はそ
れぞれ座板の縦断面図である。
1・・・・・・コンクリート床版端部、2・・・・・・
アンカーボルト、4・・・・・・切欠段部、5・・・・
・・シール板、6・・・・・・弾性板、12.13・・
・・・・上面部材、17・・・・・・充填部、18・・
・・・・可撓性発泡材、19・・・・・・可撓性表面層
。The drawings illustrate embodiments of the present invention, and FIG. 1 is a plan view of a road joint, FIG. 2 is a sectional view taken along line A-A in FIG. 1, and FIG. Figure 4 is a diagram of another embodiment of the part surrounded by the chain line circle in the center of Figure 2, Figure 5 is an enlarged view of the part surrounded by the left chain chain line circle in Figure 2, and Figures 6 and 7. Each figure is a longitudinal sectional view of the seat plate. 1... End of concrete slab, 2...
Anchor bolt, 4... Notch step, 5...
...Seal plate, 6...Elastic plate, 12.13...
...Top member, 17...Filled part, 18...
...Flexible foam material, 19...Flexible surface layer.
Claims (1)
端部に略水平な取付面が形威され、該取付面の上に弾性
板がそれぞれ載置され、該両弾性板の上に、中央の溝形
伸縮部と両側の取付部とを一連にしたシール板の両側取
付部が載置され、該シール板の上には、一対の鋼製上面
部材が互いの対向部に凹凸部を形成して該凹部と凸部の
間に遊隙を存し、かつ前記溝形伸縮部上に凸部を突出せ
しめて対設され、該弾性板とシール板と上面部材とは前
記コンクリート床版端部に植設したアンカーボルトに締
付ナツトにて締結され、前記シール板の溝形伸縮部に可
撓性材を充填して前記取付部上面と面一の充填部が形成
されていることを特徴とする道路継目伸縮装置。Approximately horizontal mounting surfaces are formed at the ends of the concrete slabs facing each other with a clearance at the road joint, and elastic plates are placed on each of the mounting surfaces, and on both elastic plates, Mounting parts on both sides of a seal plate are placed on which the central groove-shaped expandable part and the mounting parts on both sides are connected, and on top of the seal plate, a pair of steel upper surface members have uneven parts on opposing parts. The elastic plate, the seal plate, and the upper surface member are arranged opposite to each other with a clearance between the concave portion and the convex portion, and the convex portion protrudes above the groove-shaped expansion/contraction portion, and the elastic plate, the seal plate, and the upper surface member are connected to the concrete floor slab. It is fastened with a tightening nut to an anchor bolt installed at the end, and the groove-shaped extensible part of the seal plate is filled with a flexible material to form a filling part flush with the upper surface of the mounting part. A road joint expansion and contraction device featuring:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1975178913U JPS583845Y2 (en) | 1975-12-29 | 1975-12-29 | Road joint expansion device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1975178913U JPS583845Y2 (en) | 1975-12-29 | 1975-12-29 | Road joint expansion device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5299631U JPS5299631U (en) | 1977-07-28 |
JPS583845Y2 true JPS583845Y2 (en) | 1983-01-22 |
Family
ID=28657195
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1975178913U Expired JPS583845Y2 (en) | 1975-12-29 | 1975-12-29 | Road joint expansion device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS583845Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030013492A (en) * | 2003-01-11 | 2003-02-14 | 한성기업(주) | mending structure and reinforcing method of expansion joint |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS441145Y1 (en) * | 1965-07-31 | 1969-01-17 | ||
JPS4821710U (en) * | 1971-07-21 | 1973-03-12 | ||
JPS5317155U (en) * | 1976-07-23 | 1978-02-14 |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS522278Y2 (en) * | 1973-08-14 | 1977-01-19 |
-
1975
- 1975-12-29 JP JP1975178913U patent/JPS583845Y2/en not_active Expired
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS441145Y1 (en) * | 1965-07-31 | 1969-01-17 | ||
JPS4821710U (en) * | 1971-07-21 | 1973-03-12 | ||
JPS5317155U (en) * | 1976-07-23 | 1978-02-14 |
Also Published As
Publication number | Publication date |
---|---|
JPS5299631U (en) | 1977-07-28 |
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