CN1944797A - Bridge expansion joint device for double side flexible bridge - Google Patents
Bridge expansion joint device for double side flexible bridge Download PDFInfo
- Publication number
- CN1944797A CN1944797A CN 200610053969 CN200610053969A CN1944797A CN 1944797 A CN1944797 A CN 1944797A CN 200610053969 CN200610053969 CN 200610053969 CN 200610053969 A CN200610053969 A CN 200610053969A CN 1944797 A CN1944797 A CN 1944797A
- Authority
- CN
- China
- Prior art keywords
- pecten
- bridge
- beam body
- broach
- expansion joint
- 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
- 241000237513 Pecten Species 0.000 claims description 76
- 238000009434 installation Methods 0.000 claims description 17
- 239000013013 elastic material Substances 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000029052 metamorphosis Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The bridge expansion joint device for double-sided flexible bridge includes the first comb plate and the second comb plate separately on the first beam and the second beam on two sides of the expansion joint and at least one support block to support the comb plate via smooth curved surface. The first comb plate and the second comb plate have comb dents crossed mutually. The supported beam has its toothed end moved smoothly without contact with the end of the other beam, and this can avoid the breaking of the comb dents.
Description
Technical field
The present invention relates to a kind of expansion gap device of bridge, especially a kind of bridge expansion joint installation that is used for double side flexible bridge.
Background technology
In existing bridge expansion joint installation, adopting fixedly, the comb type stretching device of pecten and the cooperation of movable pecten is a kind of preferably, wherein, movable pecten comprises body and broach, the body of movable pecten is positioned on the bridge expanssion joint, the broach of movable pecten then cooperates with broach on the fixing pecten and is positioned on the beam body, like this, because the stretching motion of bridge is finished by the movable pecten that is arranged on the bridge expanssion joint, there is not vertical transition gap, make bridge floor, road surface connect into an integral body, shockproof properties is good, and vehicle ' is steady, comfortable.As I in first to file, application number is the Chinese invention patent " assemble comb-type bridge extension joint " of 02212134.6 (publication number is CN1384247A).But for double side flexible bridges such as cable stayed bridge, suspension bridges; in the actual use; under other factor effects such as vehicular load, wind-force; during the curb girder body of the Liang Tizhong of both sides, shrinkage joint regular meeting relatively another curb girder body vertical displacement takes place; and the pecten upper comb dent is close to the beam body; there is not vertical gap between the two; like this; the beam end of body can with the broach bottom surface of pecten; produce to conflict, and conflict face is linear, in this case; when vehicle during through this broach that is propped up by the beam end of body, broach is very easily fractureed.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of bridge expansion joint installation that is used for double side flexible bridge at above-mentioned prior art present situation, can effectively avoid the broach of beam end of body and pecten to offset and causes the situation of broach fracture to take place.
The present invention solves the problems of the technologies described above the technical scheme that is adopted: this is used for the bridge expansion joint installation of double side flexible bridge, comprise first pecten and second pecten that are separately positioned on the bridge expanssion joint both sides first beam body and the second beam body, have at least one to place on the bridge expanssion joint in first pecten and second pecten, first pecten respectively is provided with broach and transpostion interval setting mutually with second pecten in relative separately end, it is characterized in that: have at least one under the broach that is positioned at pecten on the relative beam body on its end, to be provided with rest pad in the described first beam body and the second beam body, and described rest pad is the rounding off curved surface on the surface that contacts with broach.
Because of broach is that the compartment of terrain distributes, described rest pad also is to be spaced apart and arranged under the corresponding broach, like this, because of the pecten of a beam body and Liang Tishang relatively during another beam body generation vertical deflection, because the rest pad on another beam end of body is to the supporting of the broach of pecten on this beam body, the broach of pecten only can be done compliance at the rounding off curved surface of this rest pad and moves on this beam body, and can not come in contact the situation of avoiding the broach of beam end of body and pecten to offset fully with the end of this another beam body.The broach that this design especially is fit to be applied in one of them pecten is across the bridge expansion joint installation on the shrinkage joint of whole bridge.
And all place this bridge expansion joint installation on the bridge expanssion joint for the broach of first pecten and second pecten, when the beam body is made relative vertical deflection, the end of the first beam body and the second beam body all might touch the broach of pecten on the relative beam body, therefore, can all be provided with described rest pad under the broach that is positioned at pecten on the relative beam body on the end of the described first beam body and the second beam body, also be to be respectively arranged with on each beam body in order to support the broach of pecten on the relative beam body.
In the existing bridge, pecten on the beam body by be laid on the beam surface mix being fixed on the beam body of dirt bed, be also to be provided with mixed dirt bed between beam body and the pecten, and this rest pad is set between beam surface and broach, just need to give between beam body and the broach to reserve certain spacing, like this, described pecten does not need to take place fixing by mixing dirt bed and beam body again, promptly can in the described first beam body and the second beam body, have at least one the antidetonation buffer stopper to be set on its surface, and the root of described pecten by screw on this antidetonation buffer stopper, thereby be fixed on the beam surface, and, when beam body generation vertical deflection, by the buffering metamorphosis of this antidetonation buffer stopper, the pecten of the beam surface held stationary that remains unchanged, and displacement can not take place.
Generally, be positioned at a side of pecten in the beam surface, the pitch of laying mixes the bridge deck pavement of materials such as earth, the mixed earth of cement, in actual use, bridge deck pavement is impaired easily, and like this, vehicle is the root of punching press pecten directly, pecten is produced serious influence, for avoiding this situation to take place, can be provided with a baffle plate between the bridge deck pavement on described pecten and the beam surface, this baffle plate generally adopts steel bar, can directly be welded on Liang Tishang, or be embedded in Liang Tishang;
And for reinforcing baffle plate fixing in the beam surface, described baffle plate one side can be fixed with the rectangular leg-of-mutton stiffener in cross section, increases contact area with the beam surface by this stiffener, makes fixing more firm of baffle plate.
When pecten follows that the beam body takes place laterally, during vertical corner reciprocal, for avoiding pecten because of the displacement baffle plate of conflicting, can be provided with elastic material between described baffle plate and the pecten, this elastic material can be various elastomeric materials, as rubber bumper etc., such design also prevents in use simultaneously, and impurity, dirt etc. fall between baffle plate and the pecten and stop up the activity space of pecten, influences the free to deflect of pecten.
Compared with prior art, the invention has the advantages that: by on the end of beam body, under the broach of pecten rest pad is set, the pecten that makes a beam body and Liang Tishang is relatively during another beam body generation vertical deflection, because the rest pad on another beam end of body is to the supporting of the broach of pecten on this beam body, the broach of pecten only can be done compliance at the rounding off curved surface of this rest pad and moves on this beam body, and can not come in contact with the end of this another beam body, can effectively avoid the broach of beam end of body and pecten to offset and cause the situation of broach fracture to take place; In addition, because the setting of this rest pad, the beam surface just no longer needs mixed dirt bed, and comes to take place to fix with the beam body by simple more structure, reduces cost; And pecten and bridge floor are laid the setting of the baffle plate between the layer, and pecten is had protective effect, have avoided the direct punching press pecten of vehicle, and be very practical.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention one;
Fig. 2 be among Fig. 1 A-A to sectional view;
Fig. 3 is the structural representation of the embodiment of the invention two;
Fig. 4 be among Fig. 3 B-B to sectional view.
The specific embodiment
Embodiment describes in further detail the present invention below in conjunction with accompanying drawing.
Embodiment one:
As depicted in figs. 1 and 2, among the bridge expansion joint installation of the broach that present embodiment is applied in one of them pecten on the shrinkage joint of whole bridge, this is used for the bridge expansion joint installation of double side flexible bridge, include first pecten 3 and second pecten 4 that are separately positioned on the bridge expanssion joint both sides first beam body 1 and the second beam body 2, first pecten 3 places on the bridge expanssion joint 11, and first pecten 3 respectively is provided with broach 31,41 and transpostion interval setting mutually with second pecten 4 in relative separately end;
Wherein, the described second beam body 2 is provided with rest pad 5 under the broach 31 that is positioned at first pecten 3 on its first relative beam body 1 on its end, and this rest pad 5 is the rounding off curved surface on the surface that contacts with broach 31;
And, on the described first beam body 1 surface antidetonation buffer stopper 6 is set, and the root of described first pecten 3 is fixed on this antidetonation buffer stopper 6 by screw 61;
Be provided with a baffle plate 8 between the bridge deck pavement 7 on described first pecten 3, second pecten 4 and the beam surface separately, be respectively arranged with elastic material 9 between this baffle plate 8 and first pecten 3, second pecten 4, and be fixed with the rectangular leg-of-mutton stiffener 81 in cross section in these baffle plate 8 one sides.
Embodiment two:
As shown in Figure 3 and Figure 4, present embodiment is applied in first pecten 3 and both broach 31,41 of second pecten 4 and all places this bridge expansion joint installation on the bridge expanssion joint 11, and this bridge expansion joint installation that is used for double side flexible bridge is with the difference of embodiment one: all be provided with described rest pad 5 under the broach that is positioned at pecten on the relative beam body separately on the end of the described first beam body 1 and the second beam body 2.
Claims (6)
1, a kind of bridge expansion joint installation that is used for double side flexible bridge, comprise first pecten (3) and second pecten (4) that are separately positioned on bridge expanssion joint (11) the both sides first beam body (1) and the second beam body (2), having one in first pecten (3) and second pecten (4) at least places on the bridge expanssion joint (11), first pecten (3) respectively is provided with broach (31 with second pecten (4) in relative separately end, 41) also transpostion interval setting mutually, it is characterized in that: have at least one under the broach that is positioned at pecten on the relative beam body on its end, to be provided with rest pad (5) in the described first beam body (1) and the second beam body (2), and described rest pad (5) is the rounding off curved surface on the surface that contacts with broach.
2, the bridge expansion joint installation that is used for double side flexible bridge according to claim 1 is characterized in that: all be provided with described rest pad (5) under the broach that is positioned at pecten on the relative beam body on the end of the described first beam body (1) and the second beam body (2).
3, the bridge expansion joint installation that is used for double side flexible bridge according to claim 1, it is characterized in that: in the described first beam body (1) and the second beam body (2), have at least one antidetonation buffer stopper (6) is set on its surface, and the root of described pecten is fixed on this antidetonation buffer stopper (6) by screw (61).
4, according to claim 1 or the 2 or 3 described bridge expansion joint installations that are used for double side flexible bridge, it is characterized in that: be provided with a baffle plate (8) between the bridge deck pavement (7) on described pecten and the beam surface.
5, the bridge expansion joint installation that is used for double side flexible bridge according to claim 4 is characterized in that: described baffle plate (8) one sides are fixed with the rectangular leg-of-mutton stiffener in cross section (81).
6, the bridge expansion joint installation that is used for double side flexible bridge according to claim 5 is characterized in that: described baffle plate (8) and pecten are provided with elastic material (9) between (3,4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100539690A CN100482893C (en) | 2006-10-26 | 2006-10-26 | Bridge expansion joint device for double side flexible bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100539690A CN100482893C (en) | 2006-10-26 | 2006-10-26 | Bridge expansion joint device for double side flexible bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1944797A true CN1944797A (en) | 2007-04-11 |
| CN100482893C CN100482893C (en) | 2009-04-29 |
Family
ID=38044428
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100539690A Active CN100482893C (en) | 2006-10-26 | 2006-10-26 | Bridge expansion joint device for double side flexible bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100482893C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510468A (en) * | 2013-10-17 | 2014-01-15 | 宁波路宝科技实业集团有限公司 | Non-concrete type bridge expansion joint device |
| CN107858919A (en) * | 2017-12-12 | 2018-03-30 | 衡水双盛工程橡胶有限公司 | A kind of novel fabricated bridge extension joint |
| CN109778689A (en) * | 2019-03-04 | 2019-05-21 | 天津桥通科技发展有限公司 | Novel super large lateral displacement modular multi-directional deflection expansion joint |
| CN110172903A (en) * | 2019-03-04 | 2019-08-27 | 天津桥通科技发展有限公司 | Big displacement modularization multi-directional deflection expansion joint |
| CN111335156A (en) * | 2020-03-01 | 2020-06-26 | 河南交通职业技术学院 | A basalt fiber comb board and telescopic member and telescopic device using the same |
-
2006
- 2006-10-26 CN CNB2006100539690A patent/CN100482893C/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510468A (en) * | 2013-10-17 | 2014-01-15 | 宁波路宝科技实业集团有限公司 | Non-concrete type bridge expansion joint device |
| CN107858919A (en) * | 2017-12-12 | 2018-03-30 | 衡水双盛工程橡胶有限公司 | A kind of novel fabricated bridge extension joint |
| CN109778689A (en) * | 2019-03-04 | 2019-05-21 | 天津桥通科技发展有限公司 | Novel super large lateral displacement modular multi-directional deflection expansion joint |
| CN110172903A (en) * | 2019-03-04 | 2019-08-27 | 天津桥通科技发展有限公司 | Big displacement modularization multi-directional deflection expansion joint |
| CN109778689B (en) * | 2019-03-04 | 2023-09-26 | 天津桥通科技发展有限公司 | Novel oversized transverse displacement modular multidirectional displacement expansion joint |
| CN110172903B (en) * | 2019-03-04 | 2023-10-10 | 天津桥通科技发展有限公司 | Large-displacement modularized multidirectional displacement expansion joint |
| CN111335156A (en) * | 2020-03-01 | 2020-06-26 | 河南交通职业技术学院 | A basalt fiber comb board and telescopic member and telescopic device using the same |
| CN111335156B (en) * | 2020-03-01 | 2022-03-15 | 河南交通职业技术学院 | Basalt fiber comb plate, and telescopic component and telescopic device using comb plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100482893C (en) | 2009-04-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: NINGBO ROABY TECHNOLOGY INDUSTRIAL GROUP CO., LTD. Free format text: FORMER OWNER: XU BIN Effective date: 20110818 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20110818 Address after: 315800 No. 205 West Mount Huangshan Road, Beilun District, Zhejiang, Ningbo Patentee after: Ningbo Roaby Technology Industrial Group Co., Ltd. Address before: 315800, Ningbo Road, Ningbo science and Technology Industrial Group Co., Ltd., 205 West Mount Huangshan Road, Beilun District, Zhejiang Patentee before: Xu Bin |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 315000 96 Hibiscus Road, Ningbo high tech Zone, Zhejiang Patentee after: Ningbo Roaby Technology Industrial Group Co., Ltd. Address before: 315800 No. 205 Mount Huangshan West Road, Beilun District, Ningbo, Zhejiang. Patentee before: Ningbo Roaby Technology Industrial Group Co., Ltd. |