CN205314240U - Antidetonation frame - Google Patents
Antidetonation frame Download PDFInfo
- Publication number
- CN205314240U CN205314240U CN201620011362.5U CN201620011362U CN205314240U CN 205314240 U CN205314240 U CN 205314240U CN 201620011362 U CN201620011362 U CN 201620011362U CN 205314240 U CN205314240 U CN 205314240U
- Authority
- CN
- China
- Prior art keywords
- cambered surface
- frame
- column
- cross beam
- stand
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to an antidetonation frame belongs to three -dimensional frame technical field. This antidetonation frame includes stand and horizontal frame, and horizontal frame comprises interconnect's second crossbeam and first crossbeam, and the second crossbeam is connected with the stand, and the up end system of second crossbeam has the last cambered surface of caving in, and the stand lower part is equipped with the bellied lower cambered surface that the stand was located to the cover, is provided with damping shock -absorbing structure between lower cambered surface and the stand, be connected through last cambered surface and lower cambered surface cooperation between the adjacent antidetonation frame. The utility model discloses a fitting surface to the frame is reformed transform, and violent vibrations when reducing the earthquake with the damping structure that sets up cancellation vibration energy gradually, prevent that violent vibrations from causing overall structure to tear in the stand.
Description
Technical field
This utility model relates to a kind of earthquake-proof frame, belongs to three-dimensional framework technical field.
Background technology
Typically earthquake-proof frame be ground collar tie beam and ground collar tie beam below base component build and become base unit; The column of the frame body of the single or multiple lift above base unit and crossing frame are built and becomes antidetonation cell cube.
Frame structure is applied to the industrial building of multilamellar and high-rise civil building and multilamellar more, and horizontal planning of building is flexible, it is easy to arrange relatively big room. Frame-shear Wall Structure arranges suitable seismic structural wall, earthquake resistant wall at the vertical and horizontal of multilamellar and tall building of reinforced concrete, and form the structural system of frame shear-wall collaborative work with frame structure, its framework is all the Architectural Construction adopting integral type, when running into earthquake, entire building all follows ground to shake, and, floor is more high, swings more big. The precautions against earthquakes of traditional skyscraper are exactly the fastness adopting and strengthening general frame structure, the shockproof of this mode seems feasible, under geological process, interlayer Displacement Ratio pure frame structure is substantially reduced, but there are in fact many hidden danger, the column portion of such as framework causes shockproof failure through being easily broken off when quickly swinging of earthquake of daring not accept.
Utility model content
The technical problems to be solved in the utility model is, not enough for prior art, it is proposed to the earthquake-proof frame that a kind of shock resistance is strong.
The technical scheme that this utility model proposes to solve above-mentioned technical problem is: a kind of earthquake-proof frame, including column and crossing frame, described crossing frame includes interconnective second cross beam and first crossbeam, described second cross beam is connected with column, the upper surface of described second cross beam is shaped with the upper cambered surface caved in, described column bottom is provided with the lower camber side of projection, it is provided with damping shock absorption structure between described lower camber side and column, can be connected successively by upper cambered surface and lower camber side between multiple earthquake-proof frames.
A kind of improvement of technique scheme is: described column is connected to the two ends of second cross beam, and described upper cambered surface is positioned at and the top of column Yu second cross beam junction.
The another kind of improvement of technique scheme is: the upper surface of described second cross beam has U-type groove, and described upper cambered surface is connected with U-type groove.
A kind of improvement of entering of technique scheme is: be connected with the tie-beam parallel with described second cross beam between described column.
This utility model adopts technique scheme to provide the benefit that: this utility model is by transforming the mating surface of framework, reduce strenuous vibration during earthquake, vibration energy is eliminated gradually, it is prevented that strenuous vibration causes overall structure to tear with the damping structure arranged in column.
Accompanying drawing explanation
Fig. 1 is this utility model example structure schematic diagram;
Fig. 2 is the top view of Fig. 1;
In figure: column 1, lower camber side 2, upper cambered surface 3, first crossbeam 4, second cross beam 5, U-type groove 6.
Detailed description of the invention
Embodiment
A kind of earthquake-proof frame of the present embodiment, as shown in Figure 1 with shown in Fig. 2, including column 1 and crossing frame, crossing frame includes again second cross beam 5 and first crossbeam 4, second cross beam 5 is connected with column 1, and second cross beam 5 is connected with first crossbeam 4, and the upper surface of second cross beam 5 is shaped with the upper cambered surface 3 caved in, column 1 bottom is provided with the protruding lower camber side 2 being sheathed on column 1, and arranges damping shock absorption structure between lower camber side 2 and column 1.
The column 1 of the present embodiment is positioned at the two ends of second cross beam 5, and upper cambered surface 3 is positioned at the position corresponding with column 1. The upper cambered surface 3 of the present embodiment is connected by the U-type groove 6 being opened on second cross beam 5, is connected with the tie-beam (not shown) parallel with second cross beam 5 between column 1, and tie-beam and U-type groove 6 cooperate.
During construction, the upper surface of base component is also made a upper cambered surface coordinated with the lower camber side in earthquake-proof frame in the present embodiment, be connected with each other by upper cambered surface and lower camber side between multiple earthquake-proof frames, an overall anti-shock mechanism from bottom to top can be formed.
This utility model is not limited to above-described embodiment. All employings are equal to replaces the technical scheme formed, and all falls within the protection domain of this utility model requirement.
Claims (1)
1. an earthquake-proof frame, including column and crossing frame, it is characterized in that: described crossing frame includes interconnective second cross beam and first crossbeam, described second cross beam is connected with column, the upper surface of described second cross beam is shaped with the upper cambered surface caved in, described column bottom is provided with the lower camber side of projection, is provided with damping shock absorption structure between described lower camber side and column; Described column is connected to the two ends of second cross beam, and described upper cambered surface is positioned at and the top of column Yu second cross beam junction; The upper surface of described second cross beam has U-type groove, and described upper cambered surface is connected with U-type groove; The tie-beam parallel with described second cross beam it is connected with between described column; It is interconnected to overall anti-shock mechanism from bottom to top by upper cambered surface and lower camber side between adjacent earthquake-proof frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620011362.5U CN205314240U (en) | 2016-01-08 | 2016-01-08 | Antidetonation frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620011362.5U CN205314240U (en) | 2016-01-08 | 2016-01-08 | Antidetonation frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314240U true CN205314240U (en) | 2016-06-15 |
Family
ID=56201800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620011362.5U Expired - Fee Related CN205314240U (en) | 2016-01-08 | 2016-01-08 | Antidetonation frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314240U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585464A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Anti-seismic frame structure of high-rise building |
-
2016
- 2016-01-08 CN CN201620011362.5U patent/CN205314240U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585464A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Anti-seismic frame structure of high-rise building |
| CN113585464B (en) * | 2021-09-07 | 2022-11-18 | 中国建筑第七工程局有限公司 | Anti-seismic frame structure of high-rise building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102995789B (en) | Built-in section steel column-lattice steel beam-mesh steel support concrete wall body and manufacturing method | |
| CN204626734U (en) | Hang floor shock-damping structure | |
| CN205314240U (en) | Antidetonation frame | |
| CN203475641U (en) | Bending constraint stiffening rib steel plate shear wall | |
| CN114439123A (en) | Vertical tensile sliding shock isolation device | |
| CN202954437U (en) | Reinforced steel concrete beam column | |
| CN206844777U (en) | A kind of roof Anti-seismic building structure | |
| CN106284650A (en) | Highlight lines area frame structure | |
| CN204876252U (en) | Prefabricated assembled steel node concrete slab post structure | |
| CN205591621U (en) | Shock attenuation formula building house | |
| CN205804663U (en) | building damping device | |
| Wang | Research on seismic design of high-rise buildings based on framed-shear structural system | |
| CN205557905U (en) | Wallboard is packed in assembled energy dissipation shock attenuation | |
| CN203403515U (en) | Cross-shaped steel column structure | |
| CN210263361U (en) | Frame structure for reducing torsional deformation | |
| CN206070739U (en) | Highlight lines area frame structure | |
| CN203821882U (en) | Super high-rise prefabricated assembled type residential building | |
| CN201379300Y (en) | Upper framework with anti-shock bed capable of automatically sliding and forming protective space | |
| CN105625164A (en) | Bridge damping structure | |
| CN104929271A (en) | Multifunctional buckling-preventive energy-consuming combined wall and mounting method | |
| CN105672488A (en) | Structure for connecting steel frame with steel beams of unit bathroom | |
| CN204626704U (en) | A kind of multi-functional anti-buckling energy-consumption compound wall | |
| CN205557843U (en) | Connection structure of whole bathroom steel frame and girder steel | |
| CN204983217U (en) | Building antidetonation device | |
| CN203701833U (en) | Integral bay window frame structure installed rapidly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20200108 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |