CN206090335U - Novel bridge is consolidated device - Google Patents
Novel bridge is consolidated device Download PDFInfo
- Publication number
- CN206090335U CN206090335U CN201621133490.3U CN201621133490U CN206090335U CN 206090335 U CN206090335 U CN 206090335U CN 201621133490 U CN201621133490 U CN 201621133490U CN 206090335 U CN206090335 U CN 206090335U
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- CN
- China
- Prior art keywords
- bridge
- slide bar
- pier
- bridge pier
- cylindrical slide
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- 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 - Fee Related
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a novel bridge is consolidated device relates to the bridge construction field. It includes pontic, bridge floor reinforcing apparatus and pier reinforcing apparatus, bridge floor reinforcing apparatus's the inside sliding fit of rectangle casing has cylindrical slide bar, cylindrical slide bar bottom is fixed with circular retaining piece, install the pressure spring between circular retaining piece and the rectangle casing, cylindrical slide bar bottom and pier fixing device's installation ring fixed connection, be provided with locking board and dog on pier fixing device's the installation circle ring side wall, spout internal rotation on the dog is connected with the bracing piece, the support ring has been passed in the cylindrical through hole on the bracing piece. The beneficial effects of the utility model are that: during the use, can consolidate the pier carrying out reinforced (rfd) while to being connected between bridge floor and the pier, increase overall stability, reinforcing apparatus has certain cushion stroke, can accept the deformation in the certain degree, can not damage, and strong adaptability, it is not fragile.
Description
Technical field
This utility model is related to bridge construction technical field.
Background technology
Bridge usually needs to carry out reinforcing maintenance after exposing to the weather year in year out, and to be continuing with, Jing often bears
The bridge damnification speed of weight faster, generally only to the connection between bridge floor and bridge pier reinforce by traditional bridge strengthening device
Process, and the non-telescoping material for adopting is supported reinforcing, does not carry out consolidation process to bridge pier.Once occur again
Deformation, it is easy to cause the connection between bracing reinforcement device and pontic to come off, and to the bracing reinforcement dress of the one side that is squeezed
Put and cause to damage.In addition, the bridge pier of the length of use time itself has certain hidden danger, such as reinforce not in time, once bridge pier occurs
Problem, though it is very firmly also of no avail between bridge floor and bridge pier, therefore the reinforcing of bridge pier is also necessary.
Utility model content
Technical problem to be solved in the utility model, is for above-mentioned technical deficiency, there is provided a kind of novel bridge
Beam bracing means.When using, bridge pier can be reinforced while reinforcing to the connection between bridge floor and bridge pier, be increased
Plus stability in the large；Bracing means has certain cushion stroke, can receive to a certain degree interior deformation, will not damage, and fits
Ying Xingqiang, is hardly damaged.
The technical solution adopted in the utility model is：A kind of novel bridge bracing means, including pontic, Deck Consolidation are provided
Device and bridge pier fastening device；The pontic includes bridge floor and bridge pier；Bridge floor bottom is evenly arranged with Deck Consolidation device；It is described
Deck Consolidation device includes rectangular housing；Rectangular housing sliding fit inside has cylindrical slide bar, and top is fixed with mounting seat；Circle
Cylindricality slide bar top diameter is more than base diameter, and bottom is fixed with rounded tabs；Mounting seat is connected by bolt with bridge floor；It is circular
Stage clip is installed on cylindrical slide bar between catch and rectangular housing；Cylindrical slide bar bottom is fixed with bridge pier fixing device；
The bridge pier fixing device includes mounting circular ring and support bar；Mounting circular ring is fixed on bridge pier, top and cylindrical slide bar bottom
End is fixedly connected, and mounting circular ring is symmetrical in left and right two halves, and on the wall of side latch is provided with；Spiral shell is threaded with latch
Bolt；Block is evenly distributed with the wall of mounting circular ring side；Chute is vertically provided with block, vertical direction is evenly arranged with horizontal circle
Column pin hole；Interference fit has straight pin in cylinder pin hole；Block is rotated by straight pin with support bar and is connected；Support bar is two sections
Formula is designed, and upside supports pole length to support pole length more than downside；Two sections of support bars rotate connection, and rotating shaft is hollow-core construction, if
It is equipped with cylindrical hole；Passing through in cylindrical hole has support annulus；Support annulus be bilateral symmetry, the set being threaded connection
Pipe links together.
Further optimization the technical program, in the rectangular housing of novel bridge bracing means nut is sliding combined with；Nut
It is threadedly coupled with cylindrical slide bar.
Further optimize the technical program, lower end is fixed with containment vessel on the outside of the rectangular housing of novel bridge bracing means；
Containment vessel covers on stage clip outside.
Compared with traditional bracing means, its advantage is this utility model：
When the 1st, using, bridge pier can also be carried out while reinforcing the connection between bridge floor and bridge pier individually adding
Gu, not only increase the degree of stability between bridge floor and bridge pier, moreover it is possible to the intensity of bridge pier can be strengthened, increase stability in the large；Plus
It is fixedly mounted with and puts with certain cushion stroke, a certain degree of pontic deformation can be born, be hardly damaged, reduces taking for repair and replacement
With；Bridge pier fastening device has different operating form, can adapt to different bridge pier height and the erection space around bridge pier；
2nd, rectangular housing attaching nut and cylindrical slide bar can adjust sliding stroke of the slide bar in rectangular housing, convenient
Adjust the deformation quantity that Deck Consolidation device can bear；
3rd, containment vessel can protect stage clip not washed away by liquid such as rainwater, prevent stage clip corrosion, extend stage clip use time,
Repair and replacement expense is reduced, it is cost-effective.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the sectional view of Deck Consolidation device of the present utility model；
Fig. 3 is the sectional view of mounting circular ring of the present utility model；
In figure, 1, bridge floor；2nd, bridge pier；3rd, rectangular housing；4th, cylindrical slide bar；5th, mounting seat；6th, rounded tabs；7th, spiral shell
Bolt；8th, stage clip；9th, mounting circular ring；10th, support bar；11st, latch；12nd, block；13rd, chute；14th, cylinder pin hole；15th, cylinder
Pin；16th, cylindrical hole；17th, annulus is supported；18th, sleeve pipe；19th, nut；20th, containment vessel.
Specific embodiment
This utility model is described in further detail with reference to the accompanying drawings and detailed description.
As Figure 1-3, novel bridge bracing means, including pontic, Deck Consolidation device and bridge pier fastening device；It is described
Pontic includes bridge floor 1 and bridge pier 2；The bottom of bridge floor 1 is evenly arranged with Deck Consolidation device；The Deck Consolidation device includes rectangle
Housing 3；The sliding fit inside of rectangular housing 3 has cylindrical slide bar 4, and top is fixed with mounting seat 5；The top of cylindrical slide bar 4 is straight
Footpath is more than base diameter, and bottom is fixed with rounded tabs 6；Mounting seat 5 is connected by bolt 7 with bridge floor 1；Rounded tabs 6 and square
Stage clip 8 is installed on cylindrical slide bar 4 between shape housing 3；The bottom of cylindrical slide bar 4 is fixed with bridge pier fastening device；It is described
Bridge pier fastening device includes mounting circular ring 9 and support bar 10；Mounting circular ring 9 is fixed on bridge pier 2, top and cylindrical slide bar 4
Bottom is fixedly connected, and mounting circular ring 9 is symmetrical in left and right two halves, and latch 11 is provided with the wall of side；Screw thread on latch 11
It is connected with bolt 7；Block 12 is evenly distributed with the side wall of mounting circular ring 9；Chute 13 is vertically provided with block 12, vertical direction is equal
It is even to be provided with horizontal cylinder pin hole 14；Interference fit has straight pin 15 in cylinder pin hole 14；Block 12 passes through with support bar 10
Straight pin 15 rotates connection；Support bar 10 is two-piece design, and the length of upside support bar 10 is more than the length of downside support bar 10；Two
Section support bar 10 rotates connection, and rotating shaft is hollow-core construction, is provided with cylindrical hole 16；Passing through in cylindrical hole 16 has support annulus
17；Support annulus 17 is bilateral symmetry, and the sleeve pipe 18 being threaded connection links together；Slide in rectangular housing 3 and match somebody with somebody
Conjunction has nut 19；Nut 19 is threadedly coupled with cylindrical slide bar 4；The outside lower end of rectangular housing 3 is fixed with containment vessel 20；Containment vessel
20 cover on the outside of stage clip 8.
Deck Consolidation device of the present utility model and support bar 10 are four, respectively positioned at four direction all around,
Other numbers can also be set to according to service condition.
When using, mounting seat 5 is fixed on into the bottom of bridge floor 1 with bolt 7, mounting circular ring 9 is installed on the outer wall of bridge pier 2,
And latch 11 is linked together by bolt 7, mounting circular ring 9 is adjusted to into proper height and clamping screw 7, turned by peace
Frictional force between ring and bridge pier 2 is realized fixing.
When deforming upon between bridge floor 1 and bridge pier 2, the compressing of bridge floor 1 rectangular housing 3 is moved, and stage clip 8 compresses, by pressure
The elastic force of spring 8 is supported, while the Deck Consolidation device on opposite is elongated, when deformation reaches to a certain degree, in rectangular housing 3
Nut 19 and the end thereof contacts of rectangular housing 3, it is impossible to continue to move to, cylindrical slide bar 4 also cannot be continued to move to, and play pulling
Effect, prevents the deformation between bridge floor 1 and bridge pier 2 from continuing to increase.If necessary to cunning of the adjustment cylinder slide bar in rectangular housing 3
Dynamic stroke, can in a pre-installation rotate rectangular housing 3, and due to restriction in shape, nut 19 cannot turn in rectangular housing 3
It is dynamic, can only slide, so as to realize the regulation of the sliding stroke of cylindrical slide bar 4.
When bridge pier fastening device is installed, bridge pier fastening device occupation mode can be selected according to usable area near bridge pier 2,
Support annulus 17 is two kinds of different sizes, and two kinds of different working conditions of bridge pier fastening device are corresponded to respectively.When support bar 10 it is complete
When complete vertical, from the support annulus 17 of minor diameter, when installing support annulus 17,17 points of annulus of support is by revoling tube 18
Two halves, and then linked together by sleeve pipe 18, by support bar through in the cylindrical hole 16 at the rotating shaft of support bar 10 respectively
10 upper end is connected by straight pin 15 with block 12, and the bottom of support bar 10 is nuzzled in soil.When the surrounding area of bridge pier 2
When larger, can select major diameter and support annulus 17, now upper end supports annulus 17 inclined, adjusts the height of mounting circular ring 9
Degree, can go to level by lower end support bar 10, increase the contact area with ground, and stability is higher.
Claims (3)
1. a kind of novel bridge bracing means, it is characterised in that：Including pontic, Deck Consolidation device and bridge pier fastening device；Institute
Pontic is stated including bridge floor（1）And bridge pier（2）；Bridge floor（1）Bottom is evenly arranged with Deck Consolidation device；The Deck Consolidation dress
Put including rectangular housing（3）；Rectangular housing（3）Sliding fit inside has cylindrical slide bar（4）, top is fixed with mounting seat（5）；
Cylindrical slide bar（4）Top diameter is more than base diameter, and bottom is fixed with rounded tabs（6）；Mounting seat（5）By bolt（7）
With bridge floor（1）Connection；Rounded tabs（6）And rectangular housing（3）Between cylindrical slide bar（4）On stage clip is installed（8）；Cylinder
Shape slide bar（4）Bottom is fixed with bridge pier fastening device；The bridge pier fastening device includes mounting circular ring（9）And support bar（10）；
Mounting circular ring（9）It is fixed on bridge pier（2）On, top and cylindrical slide bar（4）Bottom is fixedly connected, mounting circular ring（9）In left and right
Two halves are symmetrical, and on the wall of side latch is provided with（11）；Latch（11）On be threaded with bolt（7）；Mounting circular ring（9）
Block is evenly distributed with the wall of side（12）；Block（12）On be vertically provided with chute（13）, vertical direction is evenly arranged with horizontal
Cylinder pin hole（14）；Cylinder pin hole（14）Interior interference fit has straight pin（15）；Block（12）With support bar（10）By cylinder
Pin（15）Rotate connection；Support bar（10）For two-piece design, upside support bar（10）Length is more than downside support bar（10）It is long
Degree；Two sections of support bars（10）Connection is rotated, rotating shaft is hollow-core construction, is provided with cylindrical hole（16）；Cylindrical hole（16）Inside wear
Support annulus is crossed（17）；Support annulus（17）For bilateral symmetry, the sleeve pipe being threaded connection（18）Link together.
2. novel bridge bracing means according to claim 1, it is characterised in that：Rectangular housing（3）Inside it is sliding combined with
Nut（19）；Nut（19）With cylindrical slide bar（4）Threaded connection.
3. novel bridge bracing means according to claim 1, it is characterised in that：Rectangular housing（3）Outside lower end is fixed
There is containment vessel（20）；Containment vessel（20）Cover on stage clip（8）Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621133490.3U CN206090335U (en) | 2016-10-19 | 2016-10-19 | Novel bridge is consolidated device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621133490.3U CN206090335U (en) | 2016-10-19 | 2016-10-19 | Novel bridge is consolidated device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090335U true CN206090335U (en) | 2017-04-12 |
Family
ID=59976276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621133490.3U Expired - Fee Related CN206090335U (en) | 2016-10-19 | 2016-10-19 | Novel bridge is consolidated device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090335U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235240A (en) * | 2018-11-20 | 2019-01-18 | 庆元县古韵廊桥研究所 | A kind of construction method for wooden shelter bridge pillar protection structure |
| CN109457629A (en) * | 2018-12-07 | 2019-03-12 | 杭州江润科技有限公司 | Single column pier ruggedized construction and construction method |
| CN109778680A (en) * | 2019-02-27 | 2019-05-21 | 长安大学 | A kind of bridge pier anti-freeze expansion system and frost heave stress monitoring method |
| CN110485312A (en) * | 2019-04-28 | 2019-11-22 | 杭州萧宏建设环境集团有限公司 | A kind of Single column pier bridge antidumping diagonal brace bracing means |
| CN111005308A (en) * | 2019-12-27 | 2020-04-14 | 浙江省交通规划设计研究院有限公司 | Single-column type bridge pier beam bridge and reinforcing and modifying method thereof |
| CN111877188A (en) * | 2020-07-25 | 2020-11-03 | 杨国丽 | Bridge reinforcing and supporting mechanism for building construction |
| CN113832877A (en) * | 2021-11-16 | 2021-12-24 | 合肥天秤检测科技有限公司 | Reinforcing construction method for bridge steel structure |
| CN114319870A (en) * | 2022-01-10 | 2022-04-12 | 成都建工装饰装修有限公司 | Roof layer beam dismantling support structure and dismantling method |
| CN115162083A (en) * | 2022-08-06 | 2022-10-11 | 余姚市交通规划设计研究院 | Interchange type interchange ring line ramp shunting fork overturn-preventing structure |
-
2016
- 2016-10-19 CN CN201621133490.3U patent/CN206090335U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235240A (en) * | 2018-11-20 | 2019-01-18 | 庆元县古韵廊桥研究所 | A kind of construction method for wooden shelter bridge pillar protection structure |
| CN109457629A (en) * | 2018-12-07 | 2019-03-12 | 杭州江润科技有限公司 | Single column pier ruggedized construction and construction method |
| CN109778680A (en) * | 2019-02-27 | 2019-05-21 | 长安大学 | A kind of bridge pier anti-freeze expansion system and frost heave stress monitoring method |
| CN110485312A (en) * | 2019-04-28 | 2019-11-22 | 杭州萧宏建设环境集团有限公司 | A kind of Single column pier bridge antidumping diagonal brace bracing means |
| CN111005308A (en) * | 2019-12-27 | 2020-04-14 | 浙江省交通规划设计研究院有限公司 | Single-column type bridge pier beam bridge and reinforcing and modifying method thereof |
| CN111877188A (en) * | 2020-07-25 | 2020-11-03 | 杨国丽 | Bridge reinforcing and supporting mechanism for building construction |
| CN113832877A (en) * | 2021-11-16 | 2021-12-24 | 合肥天秤检测科技有限公司 | Reinforcing construction method for bridge steel structure |
| CN114319870A (en) * | 2022-01-10 | 2022-04-12 | 成都建工装饰装修有限公司 | Roof layer beam dismantling support structure and dismantling method |
| CN115162083A (en) * | 2022-08-06 | 2022-10-11 | 余姚市交通规划设计研究院 | Interchange type interchange ring line ramp shunting fork overturn-preventing structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20211019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |