CN201686928U - Bridge shockproof isolating device - Google Patents
Bridge shockproof isolating device Download PDFInfo
- Publication number
- CN201686928U CN201686928U CN201020149192XU CN201020149192U CN201686928U CN 201686928 U CN201686928 U CN 201686928U CN 201020149192X U CN201020149192X U CN 201020149192XU CN 201020149192 U CN201020149192 U CN 201020149192U CN 201686928 U CN201686928 U CN 201686928U
- Authority
- CN
- China
- Prior art keywords
- shockproof
- connector
- embedded
- embedded body
- following
- 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 - Fee Related
Links
Abstract
The utility model relates to a bridge shockproof isolating device, which can effectively solve problems of shock-proofing and shock absorption and safe use of bridges, and adopts the technical scheme: the device comprises pre-embedded steel bars, an upper connecting body and a lower connecting body, an upper pre-embedded body and a lower pre-embedded body, the upper connecting body is arranged at the upper part of a shockproof isolation body through an upper sealing body, the upper pre-embedded body is disposed on the upper connecting body, an upper pre-embedded steel bar is arranged on the upper pre-embedded body, the lower part of the shockproof isolation body is symmetrical to the upper part thereof and is provided with the lower connecting body through the lower sealing body, the lower pre-embedded body is arranged under the lower connecting body, a lower pre-embedded steel bar is disposed under the lower pre-embedded body, and the utility model has advantages of simple structure, novel and unique design and good isolation and shockproof effects, and can be effectively used for shock absorption and shock-proofing of bridges, and can ensure the safe use of bridges.
Description
One, technical field
The utility model relates to building unit, the shockproof spacer assembly of particularly a kind of bridge.
Two, background technology
Development along with transportation; bridge construction is more and more, and mostly bridge construction at present is to lay the cement bridge floor on bridge pier, because its structural problem; under the thump of a large amount of dealings; particularly under the vibrations of earthquake, rupture, cause the impaired of bridge or scrap through regular meeting; directly influence communications and transportation; give people life, produce and bring great inconvenience, therefore, how shockproof is the important technological problems that people are concerned about in the bridge construction always.
Three, utility model content
At above-mentioned situation, for overcoming the prior art defective, the purpose of the utility model just provides the shockproof spacer assembly of a kind of bridge, can effectively solve the shockproof of bridge, damping, guarantee the problem that bridge security uses, the technical scheme of its solution is, comprise pre-buried muscle, connector and embedded body up and down up and down, connector is equipped with through upper sealed body in shockproof slider top, and last embedded body is arranged above the last connector, and pre-buried muscle is housed on the last embedded body, shockproof slider bottom and top symmetry are equipped with down connector through lower sealed body, following embedded body is arranged below the following connector, under the following embedded body pre-buried muscle is housed down, the utility model is simple in structure, novel unique, it is good to isolate shockproof effect, can be effective to the damping of bridge, shockproof, guarantee the safe handling of bridge.
Four, description of drawings
Accompanying drawing is a structural front view of the present utility model.
Five, the specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is elaborated.
Provide by accompanying drawing, the utility model comprises pre-buried muscle, connector and embedded body up and down up and down, connector 4 is equipped with through upper sealed body 11 in shockproof slider 6 tops, last embedded body 3 is arranged above the last connector 4, pre-buried muscle 1 is housed on the last embedded body 3, shockproof slider 6 bottoms and top symmetry are equipped with down connector 13 through lower sealed body 9, following embedded body 14 are arranged below the following connector 13, and following embedded body is equipped with down pre-buried muscle 7 for 14 times.
In order to guarantee result of use, said upper sealed body 11 is fixed together through screwing 2 and last connector 4, and last embedded body 3 and last connector 4 are fixed together by last connecting bolt 5; Said lower sealed body 9 warps screw 12 down are fixed together with following connector 13, and following embedded body 14 and following connector 13 are fixed together by following connecting bolt 8; Said pre-buried muscle 1 be L type vertical welding be contained in embedded body 3 above, following pre-buried muscle 7 vertical weldings be contained in down embedded body 14 below; Said last embedded body 3, last connector 4, following connector 13 are identical platysome with following embedded body 14, and lower sealed body 9 is the identical platysome less than lower plane on the shockproof slider 6 with upper sealed body 11; Said shockproof slider 6 is spring or rubber cylinder.
The utility model in use, place between bridge main body plane and the basic bridge pier, and will go up pre-buried muscle 1, in last embedded body 3 is embedded in below the bridge main body plane, to descend pre-buried muscle 7, in following embedded body 14 is embedded in above the basic bridge pier, vehicle is capable to be crossed when producing vibrations when having on earthquake generation or the bridge floor, owing between basic plane and the bridge pier the utility model is housed, shockproof because of shockproof slider 6, damping effect, make can not produce directly between basic plane and the bridge pier and contact firmly, therefore, effectively alleviate the destructiveness that bumps between basic plane and the bridge pier and produce, thereby can effectively guarantee the safe handling of bridge, prolong bridge application life, have good economic and social benefit.
Claims (6)
1. shockproof spacer assembly of bridge, comprise pre-buried muscle, connector and embedded body up and down up and down, it is characterized in that, connector (4) is equipped with through upper sealed body (11) in shockproof slider (6) top, last embedded body (3) is arranged above the last connector (4), pre-buried muscle (1) is housed on the last embedded body (3), shockproof slider (6) bottom and top symmetry are equipped with down connector (13) through lower sealed body (9), following embedded body (14) is arranged below the following connector (13), pre-buried muscle (7) is housed down under the following embedded body (14).
2. the shockproof spacer assembly of bridge according to claim 1 is characterized in that, said upper sealed body (11) is fixed together through screwing (2) and last connector (4), and last embedded body (3) and last connector (4) are fixed together by last connecting bolt (5).
3. the shockproof spacer assembly of bridge according to claim 1, it is characterized in that, said lower sealed body (9) warp screw (12) down is fixed together with following connector (13), and following embedded body (14) and following connector (13) are fixed together by following connecting bolt (8).
4. the shockproof spacer assembly of bridge according to claim 1 is characterized in that, said pre-buried muscle (1) be L type vertical welding be contained in embedded body (3) above, following pre-buried muscle (7) vertical welding be contained in down embedded body (14) below.
5. the shockproof spacer assembly of bridge according to claim 1, it is characterized in that, saidly go up embedded body (3), go up connector (4), connector (13) is identical platysome with following embedded body (14) down, lower sealed body (9) is the identical platysome less than lower plane on the shockproof slider (6) with upper sealed body (11).
6. the shockproof spacer assembly of bridge according to claim 1 is characterized in that said shockproof slider (6) is spring or rubber cylinder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020149192XU CN201686928U (en) | 2010-04-02 | 2010-04-02 | Bridge shockproof isolating device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020149192XU CN201686928U (en) | 2010-04-02 | 2010-04-02 | Bridge shockproof isolating device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201686928U true CN201686928U (en) | 2010-12-29 |
Family
ID=43375213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201020149192XU Expired - Fee Related CN201686928U (en) | 2010-04-02 | 2010-04-02 | Bridge shockproof isolating device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201686928U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103147591A (en) * | 2013-03-18 | 2013-06-12 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
CN103266663A (en) * | 2013-06-03 | 2013-08-28 | 吴江市三达五金工具厂 | Pre-buried part for bridge frame |
-
2010
- 2010-04-02 CN CN201020149192XU patent/CN201686928U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103147591A (en) * | 2013-03-18 | 2013-06-12 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
CN103147591B (en) * | 2013-03-18 | 2015-03-25 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
CN103266663A (en) * | 2013-06-03 | 2013-08-28 | 吴江市三达五金工具厂 | Pre-buried part for bridge frame |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103276829B (en) | Shock-insulation supporting base composed of steel board rubber, mild steel and lead and capable of achieving three-stage energy consumption | |
CN201843071U (en) | Pull rope and stop block combined limiting anti-seismic supporting seat | |
CN105755953A (en) | Triple-friction-pendulum support | |
CN103883008B (en) | A kind of shear energy dissipation type Seismic Isolation of Isolation Layer stopping means | |
CN202073031U (en) | Multi-dimensional damping separation lead-core rubber support | |
CN203593946U (en) | Damping type beam falling preventing device | |
CN102251472B (en) | Multi-dimensional shock absorption/isolation lead rubber bearing | |
CN203320721U (en) | Three-stage energy dissipation shock insulation support composed of steel board rubber, soft steel and lead | |
CN201686928U (en) | Bridge shockproof isolating device | |
CN205804156U (en) | A kind of two-way vibration absorption and isolation support being applicable to cable-stayed bridge, suspension bridge | |
CN103147512A (en) | Slide rail type anti-overturning shock insulation bearing | |
CN203144886U (en) | Pot type rubber bearing with damping mechanism | |
CN103195854B (en) | Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer | |
CN203247501U (en) | Energy dissipation seismic mitigation and absorption pot bearing | |
CN204645306U (en) | A kind of novel energy-consumption shock-absorbing buckling restrained brace | |
CN203878455U (en) | Seismic reduction and isolation system with springs and rubber for bridge | |
CN203923891U (en) | A kind of movable spherical bearing of structure tension function of seismic resistance | |
CN105201095A (en) | Restrained brace anti-seismic structure for super high-rise building and manufacturing method | |
CN202688867U (en) | E-type steel damping energy-dissipating ball type steel bridge support | |
CN204000588U (en) | A kind of compound support | |
CN204174524U (en) | Bridge flood fighting buffering triangle watch box | |
CN203200650U (en) | V-shaped guide rail structure unidirectional support | |
CN203546584U (en) | Pier foundation seismic isolation structure | |
CN202401590U (en) | Seismic joint damping device | |
CN202969620U (en) | Self-resetting combined seismic isolation device with high vertical bearing capacity |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101229 Termination date: 20130402 |