CN213509020U - A earthquake-resistant structure for architectural design - Google Patents
A earthquake-resistant structure for architectural design Download PDFInfo
- Publication number
- CN213509020U CN213509020U CN202021698663.2U CN202021698663U CN213509020U CN 213509020 U CN213509020 U CN 213509020U CN 202021698663 U CN202021698663 U CN 202021698663U CN 213509020 U CN213509020 U CN 213509020U
- Authority
- CN
- China
- Prior art keywords
- shock attenuation
- earthquake
- resistant structure
- attenuation post
- movable hole
- 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
- 230000035939 shock Effects 0.000 claims abstract description 58
- 238000009434 installation Methods 0.000 claims abstract description 10
- 238000013016 damping Methods 0.000 claims abstract description 6
- 238000007789 sealing Methods 0.000 claims description 15
- 238000010521 absorption reaction Methods 0.000 claims description 12
- 230000000694 effects Effects 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000003139 buffering effect Effects 0.000 abstract description 4
- 230000007423 decrease Effects 0.000 abstract description 4
- 230000001771 impaired effect Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model is suitable for a architectural design protects technical field, discloses an earthquake-resistant structure for architectural design, including the installation base, the vertical fixed mounting in installation base top middle part has the shock attenuation pipe, the vertical movable hole of having seted up in shock attenuation pipe top middle part, the inside movable mounting that runs through of movable hole has the shock attenuation post, shock attenuation post bottom fixed surface installs the seal cover. The utility model discloses owing to there is the shock attenuation post at shock attenuation intraduct installs, receive outside impact back at the shock attenuation post, move the seal cover of shock attenuation post drive its bottom and descend the back, gas wherein passes through the slow discharge of the less movable hole of bore, and then can hinder the processing to the falling speed of shock attenuation post, thereby guarantee that the shock attenuation post can not direct quick decline and cause whole damping device impaired, and eliminate the buffering to outside impact force and handle, guarantee the stability of building, therefore, the utility model is practical, and is suitable for extensive popularization and use.
Description
Technical Field
The utility model is suitable for a building design protects technical field, in particular to earthquake-resistant structure for building design.
Background
At present, a building is a general name of buildings and structures, and is an artificial environment created by using a grasped matter technical means and applying a certain scientific law, a wind and water concept and an aesthetic rule in order to meet the needs of social life of people, and an earthquake-resistant structure is the most key problem to be considered in earthquake-resistant design.
However, there are still some disadvantages in the building design and construction process today: at present, before a building is constructed, a corresponding foundation needs to be arranged at the bottom of the building, the foundation determines the stability and the safety of the whole building, and the seismic capacity of the building cannot be ensured and the safety of the building is influenced in the existing building construction process. We therefore propose an earthquake resistant structure for architectural design.
SUMMERY OF THE UTILITY MODEL
A primary object of the utility model is to provide an earthquake-resistant structure for architectural design can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an earthquake-resistant structure for architectural design, includes the installation base, the vertical fixed mounting in installation base top middle part has the shock attenuation pipe, the vertical movable hole that has seted up in shock attenuation pipe top middle part, the inside movable mounting that runs through of movable hole has the shock attenuation post, shock attenuation post bottom fixed surface installs the seal cover, shock attenuation pipe top surface bonding installs seal gasket, shock attenuation post top fixed surface installs the guard plate.
Preferably, both sides surface all rotates through first pivot and installs the dwang about the guard plate, the dwang bottom rotates through the second pivot and installs the movable tube, the movable tube bottom runs through slidable mounting inside fixed tub of top, fixed tub of bottom fixed surface installs on installation base top surface.
Preferably, the surface of the top of the movable tube is sleeved with a buffer spring.
Preferably, the left side and the right side of the sealing sleeve are movably tightly attached to the surface of the inner side wall of the shock tube.
Preferably, the diameter of the bottom end of the sealing sleeve is larger than the diameter of the inner hole of the movable hole.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model discloses an antidetonation structure for architectural design, because there is the shock attenuation post at shock attenuation intraduct internally mounted, receive outside impact back at the shock attenuation post, the seal cover that drives its bottom with the shock attenuation post removes the decline back, the slow discharge of the less movable hole of bore is passed through to gas wherein, and then can hinder the processing to the falling speed of shock attenuation post, thereby guarantee that the shock attenuation post can not direct quick decline and cause whole damping device impaired, and eliminate the buffering processing to outside impact force, guarantee the stability of building.
2. The utility model discloses an earthquake-resistant structure for architectural design owing to install the dwang on the guard plate surface through first pivot to install the dwang at the activity pipe surface through the second pivot, can receive the shock attenuation back of pushing down at the guard plate, the dwang can rotate thereupon and support the guard plate stably, and through buffer spring's buffering cushioning effect, guarantee the stable support of dwang and activity pipe to the guard plate.
Drawings
Fig. 1 is a schematic view of an overall front view cross-sectional structure of an earthquake-resistant structure for architectural design according to the present invention;
fig. 2 is the utility model relates to a shock tube overlooking section structure sketch map for architectural design's earthquake-resistant structure.
Reference numerals: 1. installing a base; 2. a shock absorbing tube; 3. a movable hole; 4. a shock-absorbing post; 5. sealing gaskets; 6. a protection plate; 7. sealing sleeves; 8. a first rotating shaft; 9. rotating the rod; 10. a second rotating shaft; 11. a movable tube; 12. a fixed tube; 13. a buffer spring.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless explicitly stated or limited otherwise, the terms "mounted," "connected" and "disposed" are to be interpreted broadly, and may be, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed; the utility model discloses in provide only supply the reference with the model of electrical apparatus. For those skilled in the art, different types of electrical appliances with the same function can be replaced according to actual use conditions, and for those skilled in the art, the specific meaning of the above terms in the present invention can be understood in specific situations.
As shown in fig. 1-2, an earthquake-resistant structure for architectural design comprises an installation base 1, a shock absorption tube 2 is vertically and fixedly installed in the middle of the top end of the installation base 1, a movable hole 3 is vertically formed in the middle of the top end of the shock absorption tube 2, a shock absorption column 4 is movably installed in the movable hole 3 in a penetrating mode, a sealing sleeve 7 is fixedly installed on the bottom end surface of the shock absorption column 4, a sealing gasket 5 is installed on the surface of the top end of the shock absorption tube 2 in a bonding mode, and a protection plate 6 is fixedly installed on the top end surface of.
As shown in fig. 1 and 2, in this embodiment, since the shock absorbing column 4 is installed inside the shock absorbing tube 2, after the shock absorbing column 4 is impacted from the outside, the shock absorbing column 4 drives the sealing sleeve 7 at the bottom of the shock absorbing column to move and descend, and the gas in the shock absorbing column is slowly discharged through the movable hole 3 with a small caliber, so that the descending speed of the shock absorbing column 4 is hindered, thereby ensuring that the shock absorbing column 4 cannot be directly and quickly descended to cause the damage of the whole shock absorbing device, and eliminating the buffering treatment of the external impact force, thereby ensuring the stability of the building.
Wherein, 6 left and right sides surfaces of guard plate all rotate through first pivot 8 and install dwang 9, dwang 9 bottom is rotated through second pivot 10 and is installed movable tube 11, the sliding mounting is run through inside fixed 12 tops of tubes in movable tube 11 bottom, fixed 12 bottom fixed surface in fixed 12 tops of tubes surface installs on installation base 1 top surface.
As shown in fig. 1, in this embodiment, since the rotating rod 9 is installed on the surface of the protection plate 6 through the first rotating shaft 8, and the rotating rod 9 is installed on the surface of the movable tube 11 through the second rotating shaft 10, the rotating rod 9 can rotate to stably support the protection plate 6 after the protection plate 6 is damped and pressed down.
Wherein, the surface of the top of the movable tube 11 is sleeved with a buffer spring 13.
In the embodiment, as shown in fig. 1 and fig. 2, the damping action of the damping spring 13 ensures the stable support of the rotating rod 9 and the movable pipe 11 to the protection plate 6.
Wherein, the left and right sides of the sealing sleeve 7 are movably clung to the surface of the inner side wall of the shock absorption tube 2.
In the embodiment shown in fig. 1, the shock absorbing column 4 is ensured not to move too fast in the shock absorbing tube 2.
Wherein, the diameter of the bottom end of the sealing sleeve 7 is larger than the diameter of the inner hole of the movable hole 3.
In the embodiment shown in fig. 1 and 2, it is ensured that the sealing sleeve 7 cannot be arbitrarily removed from the interior of the shock tube 2.
It should be noted that, the utility model relates to an anti-seismic structure for building design, the part is the general standard part or the part that this neighborhood technical staff knows, its structure and principle all are this technical staff can learn through the technical manual or learn through conventional experimental method, in operation, install guard plate 6 in the required shock attenuation position of building, after shock attenuation post 4 receives external impact, after shock attenuation post 4 drives the seal cover 7 of its bottom to remove and descend, it is proved that shock attenuation post 4 can not direct quick decline and cause whole damping device impaired, and after guard plate 6 receives the shock attenuation and pushes down, dwang 9 can rotate thereupon and support guard plate 6 stably, compare with traditional building design protection technology, this device is because shock attenuation post 4 is installed to shock attenuation pipe 2 internally, after shock attenuation post 4 receives external impact, after the sealing sleeve 7 which drives the bottom of the shock-absorbing column 4 is moved to descend, gas in the shock-absorbing column is slowly discharged through the movable hole 3 with a small caliber, and then the descending speed of the shock-absorbing column 4 is blocked and treated, so that the shock-absorbing column 4 is ensured not to be directly and quickly descended to cause the whole shock-absorbing device to be damaged, the external impact force is eliminated and buffered, and the stability of a building is ensured.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. An earthquake-resistant structure for architectural design, comprising a mounting base (1), characterized in that: the shock absorption device is characterized in that a shock absorption tube (2) is fixedly mounted on the middle portion of the top end of the mounting base (1) in a vertical mode, a movable hole (3) is vertically formed in the middle portion of the top end of the shock absorption tube (2), a shock absorption column (4) is movably mounted inside the movable hole (3) in a penetrating mode, a sealing sleeve (7) is fixedly mounted at the bottom end of the shock absorption column (4), a sealing gasket (5) is mounted on the surface of the top end of the shock absorption tube (2) in a bonding mode, and a protection plate (.
2. An earthquake-resistant structure for building design according to claim 1, wherein: guard plate (6) left and right sides surface all rotates through first pivot (8) and installs dwang (9), dwang (9) bottom is rotated through second pivot (10) and is installed activity pipe (11), sliding installation is run through inside fixed pipe (12) top in activity pipe (11) bottom, fixed pipe (12) bottom fixed surface installs at installation base (1) top surface.
3. An earthquake-resistant structure for building design according to claim 2, wherein: the surface of the top of the movable tube (11) is sleeved with a buffer spring (13).
4. An earthquake-resistant structure for building design according to claim 1, wherein: the left side and the right side of the sealing sleeve (7) are movably attached to the surface of the inner side wall of the damping tube (2).
5. An earthquake-resistant structure for building design according to claim 1, wherein: the diameter of the bottom end of the sealing sleeve (7) is larger than that of the inner hole of the movable hole (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021698663.2U CN213509020U (en) | 2020-08-14 | 2020-08-14 | A earthquake-resistant structure for architectural design |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021698663.2U CN213509020U (en) | 2020-08-14 | 2020-08-14 | A earthquake-resistant structure for architectural design |
Publications (1)
Publication Number | Publication Date |
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CN213509020U true CN213509020U (en) | 2021-06-22 |
Family
ID=76441318
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202021698663.2U Expired - Fee Related CN213509020U (en) | 2020-08-14 | 2020-08-14 | A earthquake-resistant structure for architectural design |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN213509020U (en) |
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2020
- 2020-08-14 CN CN202021698663.2U patent/CN213509020U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210622 |
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CF01 | Termination of patent right due to non-payment of annual fee |