CN101023221A - Bridging device - Google Patents
Bridging device Download PDFInfo
- Publication number
- CN101023221A CN101023221A CNA2005800292102A CN200580029210A CN101023221A CN 101023221 A CN101023221 A CN 101023221A CN A2005800292102 A CNA2005800292102 A CN A2005800292102A CN 200580029210 A CN200580029210 A CN 200580029210A CN 101023221 A CN101023221 A CN 101023221A
- Authority
- CN
- China
- Prior art keywords
- section bar
- lap device
- described lap
- edge section
- profile
- 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
- 239000002986 polymer concrete Substances 0.000 claims abstract description 34
- 239000002184 metal Substances 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 7
- 229920000642 polymer Polymers 0.000 claims description 4
- 230000007704 transition Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 238000005422 blasting Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 231100000989 no adverse effect Toxicity 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Seal Device For Vehicle (AREA)
- Window Of Vehicle (AREA)
Abstract
The invention relates to an overlapping device (1) to be arranged over an expansion joint between a supporting block (3) and an upper structure (4) in a building in which vehicles can run. The supporting block and the upper structure are provided with a plurality of grooves (8) filled with polymer-concrete (10) adjacent to the expansion joint. Fixed segments (16) of a metal marginal sectional bar (14) are embedded in the polymer-concrete. An elastic sealing sectional bar (27) extends between two marginal sectional bars (14), and is connected with two marginal sectional bars hermetically. A tooth-shaped sectional bar (21) is connected with each marginal sectional bar (14) on the upper side. The surface (22) of the tooth-shaped sectional bar is basically flush with the surfaces (11, 12) of the polymer-concrete (10) and a driveway surface (6), and the teeth of the tooth-shaped sectional bar are always joggled with the teeth of the other tooth-shaped sectional bar.
Description
The present invention relates to a kind of lap device, but be used to be overlapped on the dilatation joint that is located in the building of driving vehicle between bearing and the superstructure, wherein, bearing and superstructure have polymer-filled concrete groove adjoining the dilatation joint place, in polymer concrete, imbed the flat lath-shaped canned paragraph of metal edge section bar respectively, and, between two edge section bars, extend a flexible seal profile, it is connected with two edge section bars hermetically.
Especially can be used in compensation and cause the lap device that superstructure length changes because of thermal expansion on road bridge, known different design is also come into operation.Especially distinguish two kinds of lap devices in this respect, a kind of is the lap device that cover plate is arranged, and cover plate is being parallel to seam edge between the slit arranges and be bearing on the transverse member of overlap joint dilatation joint in inside, slit, and another kind is the lap device of no cover plate.Lap device with cover plate is specially adapted to be overlapped with the dilatation joint of bigger working range (maximum is poor with minimum dilatation joint width).Therefore their manufacturing cost needs big installing space than higher, and installs also cumbersome and time-consuming.Owing to described reason people try hard to use the lap device of no cover plate, this device manufacturing and mounting cost are all lower.Viewpoint from economy and required installing space, attractive especially is the described type of preface, as especially at (the application is preferentially disclosed in the future) MagebaSA, those lap devices of being introduced in the CH-B ü lach company file " Einzellige Fuge Typ RE mit Robo Flex ".These lap devices can be built in the shortest time, because the edge section bar not by corresponding anchoring piece mechanically directly be anchored on the supporting construction of superstructure or bearing (that is to say bearing and superstructure design has substructure and under the situation that the runway road surface is arranged on the substructure), but exactly be anchored in the polymer concrete of filling bearing or superstructure groove by its flat lath-shaped canned paragraph.Here, edge section bar-especially be arranged in is in the substantially horizontal plane-and canned paragraph " imbedding " in polymer concrete refer to, the canned paragraph overwhelming majority at least is immersed in the polymer concrete, so at least at the upper and lower polymer concrete that exists of canned paragraph.Certainly, this edge section bar is imbedded the anchoring of the canned paragraph in the polymer concrete by it, that does not get rid of that the edge section bar also can replenish point-like under individual cases mechanically directly is bearing in possibility on separately the supporting construction, this moment is by corresponding assembling supporting arrangement, but they do not mean it is to bear the power that is produced can determine pack into the anchor device of position of edge section bar.The shortcoming that exists by the known lap device of this type obviously is, their use is limited under the applicable cases that maximum operating range is about 80mm, because otherwise unallowed high load capacity can occur.
The objective of the invention is, it is the lap device by this type of feature that a kind of hanging down especially with manufacturing and assembly fee is provided, and can be overlapped with than the bigger dilatation joint of working range that adopts by traditional lap device permission of this type by it.
By the present invention is to reach the measure that this purpose takes to be, a profile of tooth section bar is connected with the upside of each edge section bar, the surface of profile of tooth section bar and polymer concrete and relevant bearing or the surface of superstructure flush basically, and its tooth always with the tooth engagement of another profile of tooth section bar.The present invention utilizes following understanding: be connected intermeshing profile of tooth section bar with the edge section bar by two, do not compare with there is the lap device of this profile of tooth section bar by this type, can reduce the dynamic load that when automobile crosses lap device, on the edge section bar, causes greatly.This just allows to use the lap device that the manufacturing of the described type of preface and assembly fee are low especially and only need minimum installing space, even meanwhile under following mode of occupation, can not surpass the load that the edge section bar allows yet, under such mode of occupation, must employ more expensive structure based on desired working range up to now because of bearing dynamic impulsion.By lap device of the present invention for example also can use the dilatation joint working range reach 100mm or even bigger building in.Such as already described, this shows thisly sees that from every side all the lap device of the described type of extremely attractive preface can be seen the use possibility that some are brand-new.
The present invention makes us interested especially and also is, with the traditional lap device that replaces the arbitrary structures type by lap device of the present invention, transforms existing building.Can consider in this respect by lap device of the present invention in height has minimum installing space just enough, so typically, have (especially forming) substructure by the Structural Engineering concrete in design and be applied to the bearing on (especially forming) the runway road surface above it by pitch and the situation of superstructure under, the thickness on runway road surface enough is used to install lap device.This means, under the situation of the frame mode that this present invention is not limited undoubtedly, needn't extend in the substructure usually with the groove of polymer concrete filling, but can limit the height on runway road surface.In like manner, transforming interestingly aspect the existing building be just, installation only needs the extremely short time by lap device of the present invention, is that the edge section bar does not need direct mechanical to be anchored in bearing and the superstructure supporting construction separately to this conclusive contribution.Described by the relatively shorter set-up time of lap device of the present invention, cause during this renovation of building only closing of this corresponding building being continued the shortest time.
Particularly advantageously at above-mentioned design aspect be, the edge section bar of lap device is not that load ground mechanically directly is anchored on the supporting construction of bearing and superstructure, but it is anchored in the polymer concrete by the lath-shaped canned paragraph of edge section bar in (load) of the state of packing into location and realizes the interior groove in zone that polymer concrete filling bearing and superstructure and dilatation joint adjoin.Be also pointed out that in this respect, one especially is fixed on the closed thin plate that will use the space boundary of polymer concrete filling on the edge section bar, towards the direction formation of dilatation joint always below extending to groove between edge section bar downside and bearing or the superstructure, be used for built-in edge section bar (seeing above) when lap device is assemblied in its installation site, being appreciated that had not thus both had respective edges section bar (load) anchor device on supporting construction, did not have section bar additional point-like on each self-supporting structure in edge to support yet.In addition, this assembling supporting is flexible in order to get rid of the possibility of bearing huge load when working rightly; For example described assembling supporting can comprise some flexible members.
In order particularly advantageously to bear as when lap device is crossed by automobile, importing those levels in the edge section bar, vertical and lateral force into by the profile of tooth section bar, advantageously the width of runway road surface groove is between 2.4 times and 4.0 times of dilatation joint working range value, particularly preferably between 2.8 times and 3.3 times of dilatation joint working range value.
Another preferably further develops regulation by the present invention, and section bar polymer-filled concrete canned paragraph in edge has some through holes.Here the area of each through hole preferably respectively is at least 120cm
2, particularly preferably be at least 180cm
2When packing into by lap device of the present invention, by polymer concrete pass these through holes can be simply and process be filled to reliably in the groove area that is in canned paragraph below separately.Section bar canned paragraph in edge can be imbedded the polymer concrete ground that has no adverse effect to it and almost can extend along the whole width of groove thus, and this plays a part favourable to bearing the power of importing in the edge section bar by the profile of tooth section bar again.One of the present invention in this respect preferably further develops and it is characterized in that, together with its canned paragraph at the width of interior edge section bar 0.8 times, particularly preferably greater than 0.85 times of recess width value greater than the recess width value.
Preferably, the through hole gross area of each canned paragraph, when dilatation joint is intermediate width between 0.8 times and 2.0 times of its area value (length x width).When correspondingly determining clear size of opening,, can obtain a kind of particularly advantageous relation canned paragraph imbedding and carrying aspect two in polymer concrete.Associatedly important be, canned paragraph in through hole area, be aggregated the thing Concrete Piercing for the edge section bar be anchored at well also play a part in the polymer concrete favourable.
Though the moulding of through hole is not had strict restriction, particularly advantageously be, through hole be rectangle and it basically along dilatation joint longitudinally size staying between 1.4 times and 3.0 times of strut rail width value between per two through holes adjacent one another are.This causes particularly advantageous situation by the installation of lap device of the present invention the time and when it uses equally.Here, through hole might not be the moulding of this rectangle.Exactly, they also can be designed as circle, avette, oval or other forms.
Particularly preferably, the profile of tooth section bar is connected with the edge section bar with screw.Do so especially at lap device and confirmed it is favourable already aspect the assembling fast.Because at first can be by screwing in the screwed hole of the screw that is used for fixing the profile of tooth section bar therein after those on the edge section bar, make edge section bar and some be placed on the runway road surface of superstructure and bearing and the biasing crossbeam (Versetztraversen) outside the groove is connected with screw, so that the edge section bar is fixed on its installation site and they are flattened.Solidify the back removable screw at polymer concrete, take the biasing crossbeam away, and the screw-in screw is fixed on the profile of tooth section bar on the edge section bar.
As for the moulding of profile of tooth section bar, the present invention allows big free design space here.Especially can consider to have more or less the profile of tooth section bar of the sinusoidal structure of the crown of cavetto and the profile of tooth section bar of zigzag structure.Each crown can slightly be cut sth. askew.The working range of tooth depth and dilatation joint adapts.
Can consider within the scope of the invention to use and be designed to all-in-one-piece edge section bar.In this respect particularly preferably, the edge section bar is made up of a plurality of parts, and wherein, especially each edge section bar comprises a security strip, this security strip and a base plate welding that comprises canned paragraph, and relevant profile of tooth section bar is fixed on above the security strip.Described further developing is being particularly advantageous aspect the manufacturing cost of edge section bar.
Another preferably further develops by the present invention, and seal profile is designed to the hump shape hollow profile, and wherein, hump extends to two security strips and is the border, side and is in the cavity of top margin with two profile of tooth section bars.This seal profile (referring to DE29907832U1) considers that especially lap device adopts possible big working range behind the present invention.It is suppressed at the dirt of assembling volume in the zone on sealing device top in addition.A kind of corresponding structure of seal profile is favourable for monolithic edge section bar equally.
At last, another preferably further develops and can stipulate again by the present invention, in the zone on runway surface, to the transition region of polymer concrete, establishes a hot pouring seam from bearing or superstructure respectively.Have (especially forming) substructure at bearing and superstructure design and be applied under the situation on (especially forming) the runway road surface above it transition region of described hot pouring seam sealing from the runway road surface to polymer concrete by pitch by the Structural Engineering concrete.
Describe the present invention in detail by a preferred embodiment shown in the drawings below.In the accompanying drawing:
Fig. 1 represents the vertical section that is installed in the lap device in the building by the present invention's design;
Fig. 2 represents the vertical view of the lap device (when not installing) by Fig. 1.
But Biao Shi lap device 1 is given for overlap joint as in the building of a driving vehicle in the accompanying drawings, especially the dilatation joint 2 between inherent bearing 3 of bridge and the superstructure 4.Bearing 3 comprises that a substructure 5 of being made up of the Structural Engineering concrete and one are laid on the runway road surface 6 that about 100mm is thick above it pitch is formed, and wherein, are provided with a fluid-tight separation layer 7 between substructure 5 and runway road surface 6.Superstructure 4 designs by identical mode.
With dilatation joint 2 adjacent places, not only all leave a blank on the runway road surface 6 on the bearing 3 but also on superstructure 4, exactly, the about respectively 300mm of the width of leaving a blank.Separation layer 7 is also removed substantially in the zone of groove 8; Here, in the zone of groove 8, stretch out a narrow fringe area 9 of separation layer 7, to guarantee that separation layer 7 is connected with polymer concrete 10, with polymer concrete filling groove 8 and the polymer concrete surperficial 11 of formation is thus flushed with the surface 12 on the runway road surface 6 of adjacency.For polymer concrete 10 can combine well with the Structural Engineering concrete of substructure 5, drying and blasting treatment are carried out in the open-air surface of Structural Engineering concrete before cast polymer concrete 10.The zone of polymer-filled concrete (for example Mageba S.A., " the Roboflex Plus " of CH-B ü lach company) is the boundary with a closed thin plate 13 respectively towards the direction of dilatation joint 2, and the latter is fixed on the respective edges section bar 14.
Imbed a lath-shaped canned paragraph 16 of a metal edge section bar 14 in polymer concrete 10 respectively, the edge section bar is by two laths that weld mutually, that is a base plate 17 and security strip 18 compositions that weld with its that comprise canned paragraph 16.Security strip has screwed hole 19, screws in wherein for the hold-down screw 20 that is used for each profile of tooth section bar 21 is fixed on the relevant edge section bar 14.The surface 12 on the surface 22 of profile of tooth section bar 21 and surface of polymer concrete 10 11 and relevant runway road surface 6 flushes.Tooth depth is about 100mm, and the working range that obtains lap device 1 thus is about 100mm.
The canned paragraph 16 of edge section bar 14 extends to apart from the seamed edge 24 that constitutes groove 8 borders always a little gap 23, has some to use polymer concrete 10 filled through hole 25 on this canned paragraph 16.They be basically rectangle and be about 170mm (along dilatation joint vertically) and wide about 140mm (vertical) transverse to dilatation joint.Strut rail 26 width of staying between each two through hole adjacent one another are 25 are about 80mm.Edge section bar 14 directly is not anchored in the substructure 5.
A flexible seal profile 27 extends between two edge section bars 14.It is connected hermetically with two edge section bars 14, and each setting fastening in two of seal profile 27 edges 28 is in the groove 29 of respective edges section bar 14 for this reason.Seal profile 27 is designed to the hump shape hollow profile, wherein, hump 30 stretch into the side with two security strips 18 be the boundary and above be in the cavity on boundary with two profile of tooth section bars 21.
Under the situation of bearing and the superstructure another kind of structure design different with the foregoing description, especially when they were made up of the concrete that also constitutes the runway surface fully, above-mentioned description was suitable equally by corresponding Variant Design.In addition, those skilled in the art obviously can implement different Variant Design in framework of the present invention, and do not break away from the principle that is expressed in claims, for example the seamed edge that constitutes the groove border in bearing and the superstructure is designed to oblique and/or certain moulding, especially in order to constitute the side recess position of stand-by polymer concrete filling.
Claims (17)
1. a lap device (1), but be used to be overlapped on the dilatation joint (2) that is located in the building of driving vehicle between bearing (3) and the superstructure (4), wherein, bearing and superstructure are being adjoined dilatation joint place fluted (8), in groove (8), be filled with polymer concrete (10), in polymer concrete, imbed the canned paragraph (16) of metal edge section bar (14) respectively, and, between two edge section bars (14), extend a flexible seal profile (27), sealing section bar (27) is connected with two edge section bars hermetically, it is characterized by: a profile of tooth section bar (21) and each edge section bar (14) side thereon are connected, the surface (11 of surface of profile of tooth section bar (22) and polymer concrete (10) and runway road surface (6), 12) flush basically, and its tooth always with the engagement of the tooth of another profile of tooth section bar.
2. according to the described lap device of claim 1, it is characterized by, working range is greater than 80mm.
3. according to the described lap device of claim 2, it is characterized by, working range is greater than 100mm.
4. according to the described lap device of one of claim 1 to 3, it is characterized by, groove (8) width of runway road surface (6) is between 2.4 times and 4.0 times of dilatation joint (2) working range value.
5. according to the described lap device of one of claim 1 to 4, it is characterized by, groove (8) width of runway road surface (6) is between 2.8 times and 3.3 times of dilatation joint (2) working range value.
6. according to the described lap device of one of claim 1 to 5, it is characterized by, the canned paragraph (16) of edge section bar (14) has the through hole (25) of some polymer-filled concrete (10).
7. according to the described lap device of claim 6, it is characterized by, the area of through hole (25) respectively is at least 80cm
2, preferably respectively be at least 120cm
2
8. according to claim 6 or 7 described lap devices, it is characterized by, through hole (25) gross area of each canned paragraph (16), when dilatation joint (2) has the intermediate width value between 0.8 times and 2.0 times of its area value.
9. according to the described lap device of one of claim 4 to 8, it is characterized by, through hole (25) be rectangle and it basically along dilatation joint longitudinally size staying between 1.4 times and 3.0 times of strut rail (26) width value between per two through holes adjacent one another are.
10. according to the described lap device of one of claim 1 to 8, it is characterized by, together with its canned paragraph (16) at the width of interior edge section bar (14) 0.8 times greater than groove (8) width value.
11. according to the described lap device of claim 10, it is characterized by, together with its canned paragraph (16) at the width of interior edge section bar (14) 0.85 times greater than groove (8) width value.
12. according to the described lap device of one of claim 1 to 11, it is characterized by, each edge section bar (14) comprises a security strip (18), and it and a base plate (17) that comprises canned paragraph (16) weld, and relevant profile of tooth section bar (21) is fixed on above it.
13. according to the described lap device of claim 12, it is characterized by, profile of tooth section bar (21) is connected with security strip (18) with screw.
14. according to claim 12 or 13 described lap devices, it is characterized by, seal profile (27) is designed to the hump shape hollow profile, and wherein, hump (30) stretches into two security strips (18) and is the border, side and is in the cavity of top margin with two profile of tooth section bars (21).
15. according to the described lap device of one of claim 1 to 14, it is characterized by, edge section bar (14) directly is not anchored on the supporting construction (5) of bearing or superstructure.
16. according to the described lap device of one of claim 1 to 14, it is characterized by, be anchored on the supporting construction (5) of bearing or superstructure to edge section bar (14) pointwise.
17. according to the described lap device of one of claim 1 to 16, it is characterized by, in the zone on runway surface, to the transition region of polymer concrete (10), establish hot pouring seam respectively from bearing or superstructure.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP04015930A EP1614808A1 (en) | 2004-07-07 | 2004-07-07 | Bridging device |
| EP04015930.3 | 2004-07-07 | ||
| PCT/EP2005/007280 WO2006002992A2 (en) | 2004-07-07 | 2005-07-06 | Bridging device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101023221A true CN101023221A (en) | 2007-08-22 |
| CN101023221B CN101023221B (en) | 2011-02-09 |
Family
ID=34925646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2005800292102A Expired - Fee Related CN101023221B (en) | 2004-07-07 | 2005-07-06 | Bridging device |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20070199267A1 (en) |
| EP (2) | EP1614808A1 (en) |
| JP (1) | JP2008505268A (en) |
| KR (1) | KR101228655B1 (en) |
| CN (1) | CN101023221B (en) |
| AT (1) | ATE442484T1 (en) |
| DE (1) | DE502005008111D1 (en) |
| PL (1) | PL1763613T3 (en) |
| RU (1) | RU2379410C2 (en) |
| WO (1) | WO2006002992A2 (en) |
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| KR100841796B1 (en) * | 2007-10-25 | 2008-06-27 | 김해영 | Construction method of flexible connecting division of road-structure |
| US9631362B2 (en) | 2008-11-20 | 2017-04-25 | Emseal Joint Systems Ltd. | Precompressed water and/or fire resistant tunnel expansion joint systems, and transitions |
| US9739050B1 (en) | 2011-10-14 | 2017-08-22 | Emseal Joint Systems Ltd. | Flexible expansion joint seal system |
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| US10316661B2 (en) | 2008-11-20 | 2019-06-11 | Emseal Joint Systems, Ltd. | Water and/or fire resistant tunnel expansion joint systems |
| US8341908B1 (en) | 2009-03-24 | 2013-01-01 | Emseal Joint Systems Ltd. | Fire and water resistant expansion and seismic joint system |
| US8813450B1 (en) | 2009-03-24 | 2014-08-26 | Emseal Joint Systems Ltd. | Fire and water resistant expansion and seismic joint system |
| DE202010009204U1 (en) | 2010-06-07 | 2010-09-16 | Cdk Zarmutek Gbr (Vertretungsberechtigter Gesellschafter: Herrnclaus F. Zarmutek, 57234 Wilnsdorf-Niederdielfen) | Road joint system |
| GB201115940D0 (en) * | 2011-09-14 | 2011-10-26 | Permaban Ltd | Movement joint |
| CN102493337A (en) * | 2011-12-15 | 2012-06-13 | 宁波路宝科技实业集团有限公司 | Vibration damping and noise reduction type bridge expansion joint device |
| AR090164A1 (en) | 2012-02-27 | 2014-10-22 | Hengelhoef Concrete Joints Mfg Nv | EXPANSION MEETING |
| US9068297B2 (en) | 2012-11-16 | 2015-06-30 | Emseal Joint Systems Ltd. | Expansion joint system |
| DE102012023129B3 (en) * | 2012-11-27 | 2013-12-12 | Mageba S.A. | Expansion joint bridging device |
| DE102013224460A1 (en) * | 2013-11-28 | 2015-05-28 | Maurer Söhne Engineering GmbH & Co. KG | bridging device |
| KR101643734B1 (en) * | 2014-01-09 | 2016-07-28 | 신원수 | A Expansion Joint Filler |
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| US10087591B1 (en) * | 2017-10-17 | 2018-10-02 | Watson Bowman Acme Corporation | Expansion joint system |
| CN109778687B (en) * | 2017-11-14 | 2020-12-22 | 长沙理工大学 | Assembly-combined replaceable modulus type telescopic device and preparation process thereof |
| WO2021066568A1 (en) * | 2019-10-02 | 2021-04-08 | 대봉비엠텍 주식회사 | Finger-type expansion joint device without drainage sheet |
| CN114892512B (en) * | 2022-06-22 | 2023-08-18 | 山西省交通规划勘察设计院有限公司 | Bridge expansion joint device |
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| JP3621291B2 (en) * | 1999-05-20 | 2005-02-16 | 株式会社ピーエス三菱 | Expansion joint structure of bridge |
| JP2000328507A (en) * | 1999-05-21 | 2000-11-28 | Yokohama Rubber Co Ltd:The | Expansion joint |
| BR9903326A (en) * | 1999-07-19 | 2001-03-06 | Jorge Gabrielli Zacharias Cali | Sealing element for expansion joint |
| AU2002249896A1 (en) * | 2001-01-05 | 2002-08-19 | Tri-Global/Monoflex Ventures Llc | High performance elastomer-containing concrete material |
| JP3493184B2 (en) * | 2001-03-05 | 2004-02-03 | 元之助 新井 | Construction method of road bridge joint |
| JP2003064612A (en) * | 2001-08-23 | 2003-03-05 | Yokohama Rubber Co Ltd:The | Expansion joint for road |
| BE1014719A3 (en) * | 2002-03-21 | 2004-03-02 | Travaux Galere S A Soc D | Expansion joint aluminium cast resin. |
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| JP2004084463A (en) * | 2002-06-24 | 2004-03-18 | Tokai Rubber Ind Ltd | Expansion joint device |
| JP2004143845A (en) * | 2002-10-25 | 2004-05-20 | Kyoryo Maintenance:Kk | Expansion device for bridge |
-
2004
- 2004-07-07 EP EP04015930A patent/EP1614808A1/en not_active Withdrawn
-
2005
- 2005-07-06 RU RU2006146012/03A patent/RU2379410C2/en not_active IP Right Cessation
- 2005-07-06 PL PL05760037T patent/PL1763613T3/en unknown
- 2005-07-06 KR KR1020077002320A patent/KR101228655B1/en not_active IP Right Cessation
- 2005-07-06 DE DE502005008111T patent/DE502005008111D1/en active Active
- 2005-07-06 AT AT05760037T patent/ATE442484T1/en active
- 2005-07-06 JP JP2007519709A patent/JP2008505268A/en active Pending
- 2005-07-06 WO PCT/EP2005/007280 patent/WO2006002992A2/en active Application Filing
- 2005-07-06 EP EP05760037A patent/EP1763613B1/en active Active
- 2005-07-06 CN CN2005800292102A patent/CN101023221B/en not_active Expired - Fee Related
-
2007
- 2007-01-05 US US11/620,160 patent/US20070199267A1/en not_active Abandoned
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103998687A (en) * | 2011-10-19 | 2014-08-20 | H·弗埃 | Article of manufacture made of composite material, for incorporation into a civil engineering structure |
| CN103998687B (en) * | 2011-10-19 | 2016-10-12 | H·弗埃 | By composite make for being incorporated to the manufacture object to civil engineering structure |
| CN109987309A (en) * | 2019-05-06 | 2019-07-09 | 楼贤民 | The prestocking device of building material |
| CN109987309B (en) * | 2019-05-06 | 2021-06-25 | 义乌市君胜科技有限公司 | Pre-storage device for building materials |
| CN110409755A (en) * | 2019-07-25 | 2019-11-05 | 中泰建工(北京)建筑工程有限公司 | A kind of construction and decoration ground waterproof structure |
Also Published As
| Publication number | Publication date |
|---|---|
| ATE442484T1 (en) | 2009-09-15 |
| KR101228655B1 (en) | 2013-01-31 |
| WO2006002992A3 (en) | 2006-07-27 |
| US20070199267A1 (en) | 2007-08-30 |
| EP1614808A1 (en) | 2006-01-11 |
| RU2379410C2 (en) | 2010-01-20 |
| CN101023221B (en) | 2011-02-09 |
| EP1763613B1 (en) | 2009-09-09 |
| JP2008505268A (en) | 2008-02-21 |
| DE502005008111D1 (en) | 2009-10-22 |
| RU2006146012A (en) | 2008-08-20 |
| WO2006002992A2 (en) | 2006-01-12 |
| PL1763613T3 (en) | 2010-02-26 |
| EP1763613A2 (en) | 2007-03-21 |
| KR20070045212A (en) | 2007-05-02 |
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