JP2001234504A - Bridge expansion joint - Google Patents
Bridge expansion jointInfo
- Publication number
- JP2001234504A JP2001234504A JP2000045422A JP2000045422A JP2001234504A JP 2001234504 A JP2001234504 A JP 2001234504A JP 2000045422 A JP2000045422 A JP 2000045422A JP 2000045422 A JP2000045422 A JP 2000045422A JP 2001234504 A JP2001234504 A JP 2001234504A
- Authority
- JP
- Japan
- Prior art keywords
- expansion joint
- material layer
- composite material
- floor slab
- rubber
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、河川、渓谷、高架
道路等における道路橋梁構造物の伸縮継手、特に継目な
し伸縮継手と呼ばれる橋梁伸縮継手に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to expansion joints for road bridge structures in rivers, valleys, elevated roads, etc., and more particularly to bridge expansion joints called seamless expansion joints.
【0002】[0002]
【従来の技術】従来の伸縮継手は、床版端部に固定せし
めて遊間上にくし型鋼材を対向させるフィンガージョイ
ント、対向する床版端部をゴムシール材でつないで遊間
を覆うゴムジョイントが主流を占めていたが、これらの
伸縮継手は、床版舗装面が不連続なため車輛の走行面に
影響を及ぼしたり、騒音の発生源となっている。2. Description of the Related Art Conventional expansion joints mainly include a finger joint which is fixed to an end of a floor slab and faces a comb-shaped steel material on a play, and a rubber joint which covers the play by connecting opposite ends of the floor slab with a rubber seal material. However, these expansion joints affect the running surface of a vehicle due to the discontinuity of the floor slab paving surface and are a source of noise.
【0003】そこで、近時、これらの欠点を解消するた
め、継目なし伸縮継手と呼ばれる伸縮継手が提案され実
用化されている。この伸縮継手の大きな特徴は、対向す
る床版端部の切り欠き部にバインターと天然骨材とから
なる複合材を舗装面と面一に敷設するというものであ
る。[0003] In order to solve these drawbacks, an expansion joint called a seamless expansion joint has recently been proposed and put into practical use. A major feature of this expansion joint is that a composite material composed of a binder and a natural aggregate is laid in a notch at the end of the opposing floor slab flush with the pavement surface.
【0004】この継目なし伸縮継手は、その呼び名のと
おり、切り欠き部に充填された複合材が舗装面と面一と
なって連続舗装のようになるから、車輛の走行性に良い
影響を与え、また、遊間上に間隙がないから騒音の発生
も少ない。[0004] As the name implies, the seamless expansion joint has a good effect on the running performance of the vehicle, since the composite material filled in the notch portion is flush with the pavement surface and becomes a continuous pavement. Also, since there is no gap in the play space, noise is less generated.
【0005】[0005]
【発明が解決しようとする課題】通常、この継目なし伸
縮継手は、骨材にゴムアスファルトをバインダーを用い
て結合した複合材が用いられ、車輛荷重に対する耐圧縮
性は、塑性体をベースにして骨材で持ち、床版に対する
伸縮性はバインダーで持つ構造となっている。Normally, this seamless expansion joint uses a composite material in which rubber asphalt is combined with an aggregate using a binder, and the compression resistance to vehicle load is based on a plastic body. It has an aggregate, and has a structure that has elasticity to the floor slab with a binder.
【0006】しかしながら、ゴムアスファルト自体は、
塑性的性質で弾性的性質がないため、荷重車輛には抵抗
できず、徐々に変形が進み、また、経年変化による背割
れなどが発生し、路面の平坦性が損なわれ、そのうえ、
ゴムアスファルトの伸縮量だけでは床版の伸縮量が十分
にとれない。However, rubber asphalt itself is
Due to its plastic nature and lack of elasticity, it cannot withstand the load vehicle, gradually deforms, and cracks due to aging occur, and the flatness of the road surface is impaired.
The amount of expansion and contraction of the floor slab cannot be sufficiently obtained only by the amount of expansion and contraction of the rubber asphalt.
【0007】本発明は、このような問題点を解消し、床
版の伸縮挙動に十分に追随できる橋梁伸縮継手を提供し
ようとするものである。An object of the present invention is to solve such a problem and to provide a bridge expansion joint capable of sufficiently following the expansion and contraction behavior of a floor slab.
【0008】[0008]
【課題を解決するための手段】まず基本的には、遊間を
はさんで対向する橋梁床版端部の切り欠き部に複合材層
を舗装層と面一に敷設する橋梁伸縮継手において、複合
材層中にゴムメッシュを遊間を跨いで埋設した橋梁伸縮
継手を提供する。SUMMARY OF THE INVENTION Basically, in a bridge expansion joint in which a composite material layer is laid flush with a pavement layer in a notch at the end of a bridge floor slab facing a play space. A bridge expansion joint in which a rubber mesh is embedded in a material layer across a play.
【0009】そして、さらに、遊間をはさんで対向する
橋梁床版端部の切り欠き部に、骨材を現場混合常温硬化
タイプのバインダーで結合した複合材層を舗装面と面一
に敷設するとともに複合材層中にゴムメッシュを遊間を
跨いで埋設した橋梁伸縮継手を提供する。[0009] Further, a composite material layer in which an aggregate is combined with an in-situ mixed room temperature hardening type binder is laid in the notch at the end of the bridge floor slab facing the play space flush with the pavement surface. Also provided is a bridge expansion joint in which a rubber mesh is embedded in a composite material layer across a play.
【0010】骨材は、好ましくはゴムチップと硅砂を主
成分とする。The aggregate preferably contains rubber chips and silica sand as main components.
【0011】[0011]
【発明の実施の形態】以下、本発明に係る橋梁伸縮継手
の一実施の形態を図面に基づき説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of a bridge expansion joint according to the present invention will be described below with reference to the drawings.
【0012】図1は、対向する床版端部の舗装層を切り
欠いた状態を示す断面図、図2は、伸縮継手が施工され
た状態を示す断面図、図3は、図2のA−A線断面図、
図4は、部分拡大図である。FIG. 1 is a cross-sectional view showing a state in which a pavement layer at an end of a facing slab is cut off, FIG. 2 is a cross-sectional view showing a state in which an expansion joint is constructed, and FIG. -A line sectional view,
FIG. 4 is a partially enlarged view.
【0013】図1において、遊間8をはさんで対向する
床版1、1の端部は舗装層3、3が切り欠かれて切り欠
き部2、2が形成され、遊間8には必要により止水材9
が充填される。In FIG. 1, the ends of the floor slabs 1 and 1 opposed to each other with the gap 8 therebetween are cut out of the pavement layers 3 and 3 to form cutouts 2 and 2. Waterproof material 9
Is filled.
【0014】ついで、図2、図3において、切り欠き部
2、2の切り欠き面に必要に応じて図4に示すようにプ
ライマー10が塗布され、遊間を覆うようにしてゴムシ
ート11a、ギャッププレート11b等により形成され
た蓋部材11が対向する床版1、1の端部に架け渡され
る。複合材層4を敷設するにあたり、遊間8に複合材層
4が落ち込まなければ蓋部材11はなくてもよい。2 and 3, a primer 10 is applied to the cutout surfaces of the cutouts 2 and 2 as necessary, as shown in FIG. 4, and a rubber sheet 11a is A cover member 11 formed by a plate 11b or the like is laid over the ends of the floor slabs 1 and 1 facing each other. When laying the composite material layer 4, the cover member 11 may be omitted if the composite material layer 4 does not fall into the play space 8.
【0015】ついで、図4に拡大して示したゴムチップ
5、硅砂6、バインダー7からなる複合材層4を蓋部材
11と切り欠き部2、2に打設充填し、一定量充填後に
ゴムメッシュ12を遊間8を跨ぐようにして架け渡し、
架け渡し後、さらに舗装層3、3と面一になるまで充填
する。Next, a composite material layer 4 composed of a rubber chip 5, silica sand 6, and a binder 7 shown in an enlarged manner in FIG. 12 is bridged over the playroom 8
After bridging, it is further filled until it is flush with the pavement layers 3 and 3.
【0016】なお、この実施の形態で、バインダーは現
場混合常温硬化タイプのウレタン樹脂を使用した。現場
混合常温硬化タイプのバインダーとしてはエポキシ樹
脂、エポキシ樹脂+無機質又はゴム系樹脂等がある。ま
た、ゴムチップ、硅砂、バインダーの配合比は、伸縮継
手の伸び縮みを考慮して適宜定めればよい。ゴムメッシ
ュの厚さは、全厚の1/5乃至1/3程度とし、メッシ
ュの大きさもこの程度とし、メッシュの形状は丸形、菱
形、四角等いずれでもよい。In this embodiment, a urethane resin of a room-temperature-curing type mixed in situ is used as a binder. Examples of the in-situ mixed room temperature curing type binder include an epoxy resin, an epoxy resin and an inorganic or rubber-based resin. The mixing ratio of the rubber chip, silica sand and binder may be appropriately determined in consideration of the expansion and contraction of the expansion joint. The thickness of the rubber mesh is about 1/5 to 1/3 of the total thickness, the size of the mesh is also about this, and the shape of the mesh may be any of a round shape, a rhombus shape, and a square shape.
【0017】このようにして全体として継目なしジョイ
ントと呼ばれる伸縮継手が形成される。In this manner, an expansion joint generally called a seamless joint is formed.
【0018】[0018]
【発明の効果】本発明は上述のようにしてなるので、つ
ぎの効果を有する。As described above, the present invention has the following effects.
【0019】請求項1乃至請求項3において、複合材層
に遊間を跨いでゴムメッシユを埋設したことにより複合
材層の圧縮、引張をスムーズにするので、床版の伸縮に
対して十分に追随することができ、かつ、複合材層の補
強になる。In the first to third aspects of the present invention, the rubber mesh is buried across the play in the composite material layer, so that the compression and tension of the composite material layer are made smooth, so that the composite material layer sufficiently follows the expansion and contraction of the floor slab. And strengthen the composite material layer.
【0020】請求項2及び請求項3において、バインダ
ーとして現場混合常温硬化タイプのバインダーを使用し
たので、常温で伸縮継手の施工が可能となり、工事の省
力化が計れる。In the second and third aspects, since an in-situ mixed room temperature hardening type binder is used as the binder, the expansion joint can be installed at room temperature, and the work can be saved.
【0021】請求項3において、骨材をゴムチップと硅
砂からなるものとしたので、ゴムチップのみでは軟らか
いために発生することのある車輛走行時のショツクや騒
音の発生を抑制することができる。また、ゴムチップと
硅砂の配合比を変化させることにより伸縮継手の必要な
伸縮量を確保することができる。According to the third aspect of the present invention, since the aggregate is made of rubber chips and silica sand, it is possible to suppress the generation of shock and noise when the vehicle is running, which may occur because the rubber chips alone are soft. Further, by changing the mixing ratio of the rubber chip and the silica sand, the necessary expansion and contraction amount of the expansion joint can be secured.
【図1】対向する床版端部の舗装層を切り欠いた状態を
示す断面図である。FIG. 1 is a cross-sectional view showing a state in which a pavement layer at an end of a facing slab is cut away.
【図2】伸縮継手が施工された状態を示す断面図であ
る。FIG. 2 is a cross-sectional view showing a state where an expansion joint is installed.
【図3】図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;
【図4】図2の部分拡大図である。FIG. 4 is a partially enlarged view of FIG. 2;
1 床版 2 切り欠き部 3 舗装層 4 複合材層 5 ゴムチップ 6 硅砂 7 バインダー 8 遊間 9 止水材 10 プライマー 11 蓋部材 11a ゴムシート 11b ギャッププレート 12 ゴムメッシュ 13 コンクリートアンカー 14 鉄筋 DESCRIPTION OF SYMBOLS 1 Floor slab 2 Notch 3 Pavement layer 4 Composite material layer 5 Rubber chip 6 Silica sand 7 Binder 8 Play space 9 Water blocking material 10 Primer 11 Cover member 11a Rubber sheet 11b Gap plate 12 Rubber mesh 13 Concrete anchor 14 Steel bar
Claims (3)
切り欠き部に複合材層を舗装層と面一に敷設する橋梁伸
縮継手において、複合材層中にゴムメッシュを遊間を跨
いで埋設したことを特徴とする橋梁伸縮継手。1. A bridge expansion joint in which a composite material layer is laid flush with a pavement layer at a notch at an end of a bridge floor slab facing a play space, and a rubber mesh is straddled in the composite material layer over the play space. Bridge expansion joint characterized by being buried in.
切り欠き部に、骨材を現場混合常温硬化タイプのバイン
ダーで結合した複合材層を舗装面と面一に敷設するとと
もに複合材層中にゴムメッシュを遊間を跨いで埋設した
ことを特徴とする橋梁伸縮継手。2. A composite material layer in which an aggregate is combined with an in-situ mixed room temperature hardening type binder is laid in a notch at an end of a bridge floor slab opposed to a play space and is flush with a pavement surface. A bridge expansion joint characterized in that a rubber mesh is buried across a play space in a material layer.
ることを特徴とする請求項1又は請求項2に記載の橋梁
伸縮継手。3. The bridge expansion joint according to claim 1, wherein the aggregate is mainly composed of rubber chips and silica sand.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000045422A JP3371102B2 (en) | 2000-02-23 | 2000-02-23 | Bridge expansion joint |
KR1020000039503A KR20010085183A (en) | 2000-02-23 | 2000-07-11 | Bridge expansion coupling |
CN00124334A CN1310267A (en) | 2000-02-23 | 2000-09-08 | Bridge expansion joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000045422A JP3371102B2 (en) | 2000-02-23 | 2000-02-23 | Bridge expansion joint |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001234504A true JP2001234504A (en) | 2001-08-31 |
JP3371102B2 JP3371102B2 (en) | 2003-01-27 |
Family
ID=18568008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000045422A Expired - Fee Related JP3371102B2 (en) | 2000-02-23 | 2000-02-23 | Bridge expansion joint |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP3371102B2 (en) |
KR (1) | KR20010085183A (en) |
CN (1) | CN1310267A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7316749B2 (en) | 2003-12-11 | 2008-01-08 | Smith Noel G | Spray booth structures |
CN104372735A (en) * | 2013-08-17 | 2015-02-25 | 姚胜南 | Bridge seamless expansion joint filling prefabricated part |
CN109098082A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of novel bridge building expanded joint structure |
CN110792035A (en) * | 2019-11-13 | 2020-02-14 | 成都市新筑路桥机械股份有限公司 | Reinforced seamless elastomer expansion device and construction method thereof |
CN114525720A (en) * | 2020-11-23 | 2022-05-24 | 韩国建设技术研究院 | Prefabricated slab bridge using continuous slab and construction method thereof |
CN114525726A (en) * | 2022-03-21 | 2022-05-24 | 中铁大桥局第七工程有限公司 | Bailey beam construction trestle expansion joint system and construction method |
CN114737473A (en) * | 2022-05-11 | 2022-07-12 | 广州鑫冠建设工程有限公司 | Simple seamless expansion joint structure for bridge |
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KR100800585B1 (en) | 2006-06-22 | 2008-02-04 | 조준희 | The expansion joint using elasticity polymer and method for installed thereof |
CN103669204A (en) * | 2014-01-02 | 2014-03-26 | 南京工业大学 | Macromolecular elastomer expansion joint |
CN105064660B (en) * | 2015-07-16 | 2018-01-12 | 上海市园林设计院有限公司 | A kind of construction and method of the surface layer cracking that prevents from mating formation |
CN106498848B (en) * | 2016-11-30 | 2019-07-26 | 江苏中路工程技术研究院有限公司 | A kind of room temperature filling type bridge gapless expansion joint and its construction method |
CN106498849B (en) * | 2016-12-07 | 2018-06-29 | 湖南工程学院 | A kind of bridge expanssion joint and its construction technology |
CN106869020B (en) * | 2017-02-15 | 2019-09-24 | 绍兴市慧融臻合新能源科技有限公司 | Array bridge expanssion joint |
CN108179697B (en) * | 2018-01-26 | 2024-03-26 | 浙江工业大学 | Leakage-resistant bridge deck seamless construction structure with non-bonded continuous plates and construction method thereof |
CN110080097A (en) * | 2018-12-14 | 2019-08-02 | 中国建筑第二工程局有限公司 | Bridge expansion joint structure |
KR102226381B1 (en) | 2020-07-31 | 2021-03-12 | 주식회사 오에이티엠엔씨 | Precast type expansion joint using Elastic asphalt and construction method of expansion joint part using thereof |
CN112853912B (en) * | 2021-01-12 | 2022-11-04 | 中南林业科技大学 | Structure of wood-concrete composite beam bridge simply supported variable continuous fulcrum hogging moment area |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA1139973A (en) * | 1977-07-22 | 1983-01-25 | Richard L. Cottingham | Method of sealing bridge deck joints |
JPH0696842B2 (en) * | 1987-12-23 | 1994-11-30 | 嘉司 松本 | Bridge girder expansion and contraction absorber |
JPH03119211A (en) * | 1989-09-30 | 1991-05-21 | Yokohama Rubber Co Ltd:The | Expandable coupling structure for joint for bridge |
JP2689079B2 (en) * | 1994-06-06 | 1997-12-10 | 旭化工株式会社 | Water-stopping material for playground |
US5513927A (en) * | 1994-08-01 | 1996-05-07 | Baker; Richard J. | Bridge joint construction |
US5649784A (en) * | 1995-06-16 | 1997-07-22 | Pavetech International, Inc. | Expansion joint system and method of making |
JPH09273118A (en) * | 1996-04-09 | 1997-10-21 | Yoshiyuki Ogushi | Joint structure of floor slab |
-
2000
- 2000-02-23 JP JP2000045422A patent/JP3371102B2/en not_active Expired - Fee Related
- 2000-07-11 KR KR1020000039503A patent/KR20010085183A/en not_active Application Discontinuation
- 2000-09-08 CN CN00124334A patent/CN1310267A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7316749B2 (en) | 2003-12-11 | 2008-01-08 | Smith Noel G | Spray booth structures |
CN104372735A (en) * | 2013-08-17 | 2015-02-25 | 姚胜南 | Bridge seamless expansion joint filling prefabricated part |
CN109098082A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of novel bridge building expanded joint structure |
CN110792035A (en) * | 2019-11-13 | 2020-02-14 | 成都市新筑路桥机械股份有限公司 | Reinforced seamless elastomer expansion device and construction method thereof |
CN110792035B (en) * | 2019-11-13 | 2021-05-25 | 成都市新筑路桥机械股份有限公司 | Reinforced seamless elastomer expansion device and construction method thereof |
CN114525720A (en) * | 2020-11-23 | 2022-05-24 | 韩国建设技术研究院 | Prefabricated slab bridge using continuous slab and construction method thereof |
CN114525726A (en) * | 2022-03-21 | 2022-05-24 | 中铁大桥局第七工程有限公司 | Bailey beam construction trestle expansion joint system and construction method |
CN114525726B (en) * | 2022-03-21 | 2024-01-30 | 中铁大桥局第七工程有限公司 | Beehive beam construction trestle bridge expansion joint system and construction method |
CN114737473A (en) * | 2022-05-11 | 2022-07-12 | 广州鑫冠建设工程有限公司 | Simple seamless expansion joint structure for bridge |
CN114737473B (en) * | 2022-05-11 | 2023-06-30 | 广州鑫冠建设工程有限公司 | Simple seamless expansion joint structure of bridge |
Also Published As
Publication number | Publication date |
---|---|
KR20010085183A (en) | 2001-09-07 |
JP3371102B2 (en) | 2003-01-27 |
CN1310267A (en) | 2001-08-29 |
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