CN2464837Y - Multi-function earthquake-resistant building structure - Google Patents
Multi-function earthquake-resistant building structure Download PDFInfo
- Publication number
- CN2464837Y CN2464837Y CN 99254397 CN99254397U CN2464837Y CN 2464837 Y CN2464837 Y CN 2464837Y CN 99254397 CN99254397 CN 99254397 CN 99254397 U CN99254397 U CN 99254397U CN 2464837 Y CN2464837 Y CN 2464837Y
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- China
- Prior art keywords
- building
- damping device
- shock
- shock insulation
- bed course
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- Expired - Fee Related
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Abstract
The utility model relates to a multi-function earthquake-resistant building structure, which is mainly composed of a building structure, shock insulation and shock absorption devices and shock-damping devices which are arranged in the building structure, wherein, the shock insulation and shock absorption devices are arranged between the upper structure of the building and the foundation, and between every two rigidity sections in the upper structure of the building in horizontal direction and in vertical direction; the shock elimination devices are arranged under the peripheral ground of the foundation of the building; the shock insulation and shock absorption devices are arranged in pile foundation of the building. The utility model has the advantages that the utility model enhances the resistance ability of the building against earthquake disaster damage, extends the service life of the building, and reduces the construction investment about 20 percent.
Description
The utility model belongs to a kind of earthquake-resistant building structure, particularly in a kind of multi-functional earthquake-resistant building structure with earthquake isolation and shock-damping device.
China is the country of earthquake more than, and the disaster that earthquake causes to the country and people is very huge, and its disaster mainly shows the destruction aspect to facilities such as buildings.The building of conventional opposing earthquake disaster all is anti-hard place shake, therefore, is difficult to the destruction of opposing seismic forces.
The purpose of this utility model is at problems of the prior art, and according to the structural dynamic equilibrium principle, research and design and the earthquake isolation and the shock-damping device that manufacture, thus a kind of multi-functional earthquake-resistant building structure that is equiped with earthquake isolation and shock-damping device is proposed.It can change into the building of the hard antiseismic destruction of routine the separate type of the release seismic forces of defeating a force with a tenderness, and time protection building is not damaged thereby effectively reach earthquake disaster, and the purpose of safe handling.
The technical scheme of multi-functional earthquake-resistant building structure of the present utility model is: it is mainly by building structure, and installing earthquake isolation and shock-damping device wherein constitutes, between building superstructure and ground, be provided with shock insulation damping device between the horizontal direction of each rigidity section in the building superstructure and the vertical direction; Below ground is provided with shock-damping device around in the building foundation; In the building pile basis, be provided with shock insulation damping device.
Be installed in the bed course that superimposed bed course that the horizontal shock insulation damping device between superstructure and the basis makes for composite material slidably or elastomeric material and composite material combination are made, described bed course can be continuously or the interval placement.
Described horizontal shock insulation damping device is rubber or the superimposed bed course of rubber and plastic, or the sliding support made of high strength composite.The shock insulation damping device that is installed between the horizontal direction of each rigidity section in the building superstructure is the superimposed bed course of elasticity slidably, and described bed course can be placed continuously or at interval.Be installed in the shock insulation damping device between each rigidity section vertical direction in the building superstructure for the elastomeric material or the buddhist recovery mechanism made from spring, described mechanism can be continuously or placement at interval.Be arranged on that the shock-damping device of below ground is an energy dissipating shock absorbing ditch around the building foundation.The energy dissipating shock absorbing ditch of described shock-damping device for building by laying bricks or stones, and the energy dissipating mechanism that between two furrow banks, is filled with elasticity energy dissipating material or makes with spring with masonry or steel concrete.Described building structure is high level or multistory civil building structure, industrial building structure, public work structure, hydraulic and electric engineering engineering structures, aeronautical engineering structure, underground engineering structure or highway and railway bridge fine strain of millet structure.
Multi-functional earthquake-resistant building structure of the present utility model needing also to can be used for the old building of seismic hardening, comprises the great hall, big cinema, and around the basis of building such as exhibition hall and some ancient buildings, below ground is installed shock-damping device.
The major advantage of multi-functional earthquake-resistant building structure of the present utility model is: not only improved the ability of the opposing earthquake disaster destruction of building greatly, prolonged the application life of building greatly, but also reduced about 20% construction investment.
For further specifying the concrete structure of multi-functional earthquake-resistant building structure of the present utility model, specifically describe with embodiment with reference to the accompanying drawings.Its accompanying drawing has:
Fig. 1 is the vertical cross-sectional that is provided with the multi-functional earthquake-resistant building structure of horizontal shock insulation damping device and shock-damping device;
Fig. 2 is the vertical phantom that is provided with the multi-functional earthquake-resistant building structure of vertical shock insulation damping device;
Fig. 3 is the foundation enlarged drawing that is provided with the multi-functional earthquake-resistant building structure of horizontal shock insulation damping device in the pile foundation of building.
In Fig. 1-3: 1 is the building superstructure; 2 is horizontal shock insulation damping device; 3 is shock-damping device; 4 are the elasticity energy dissipating material or the energy dissipating mechanism made from spring; 5 is vertical shock insulation damping device; 6 is pile foundation.
Now each accompanying drawing is specifically described:
Fig. 1 is the embodiment of multi-functional earthquake-resistant building structure of the present utility model, be divided into several rigidity sections in the main expression high building structure 1 among the figure, be provided with shock insulation damping device 2 between the rigidity section and between hypomere rigidity section and basis up and down every, and the energy dissipating mechanism 4 that the outside, basis below ground is provided with shock-damping device 3 and is placed in elasticity energy dissipating material wherein or makes with spring around building structure 1.
Main expression building structure 1 is the high building structure that is made of a plurality of rigidity sections among Fig. 2, is provided with horizontal shock insulation damping device 2 between its per two sections rigidity sections, and is provided with vertical shock insulation damping device 5 between the vertical framework in building structure 1.
When the basis that Fig. 3 mainly is illustrated in building structure 1 is pile foundation, in its pile foundation
Be provided with horizontal shock insulation damping device 2.
Embodiment:
High building structure 1 as Figure 1-3 is provided with the horizontal shock insulation damping device 2 that is made of the superimposed bed course of the composite material of continuous placement between its section of rigidity up and down, be placed with lubriation material between superposed surfaces.(see figure 2) is equiped with the vertical shock insulation damping device 5 that the energy dissipating mechanism of being made by elastomeric material forms between its vertical rigidity section, and described energy dissipating mechanism is provided with at interval.Underground is provided with shock-damping device 3 in the outside of building structure 1, and it is to water the trench that builds up with steel concrete, and is filled with elastic compression material 4 (see figure 1)s between furrow bank.Be provided with horizontal shock insulation damping device 2 in the pile foundation 6 of building structure 1, it adopts the sliding support of being made by high strength composite.
Claims (4)
1. be installed in the multi-functional antishock device in the building structure, it is characterized in that it mainly by horizontal shock insulation damping device (2), vertically shock insulation damping device (5) and shock-damping device (3) constitute:
1). superimposed bed course or elastomeric material that horizontal shock insulation damping device (2) is wherein made for composite material slidably make up the bed course made from composite material, described bed course can be placed continuously or at interval, and it is installed between building superstructure (1) and the foundation (6) and the horizontal direction between each rigidity section in building superstructure (1);
2). vertical shock insulation damping device (5) wherein recovers mechanism for the elasticity made from elastomeric material or with spring, and described mechanism can be continuously or placement at interval, and it is installed in the vertical direction between each rigidity section in the building superstructure (1);
3). shock-damping device wherein (3) is an energy dissipating shock absorbing ditch, and it is installed in building foundation (6) below ground all around.
2. multi-functional antishock device as claimed in claim 1, the horizontal shock insulation damping device (2) that it is characterized in that being installed between superstructure (1) and the basis (6) is rubber or the superimposed bed course of rubber and plastic, or the sliding support made of high strength composite.
3. multi-functional antishock device as claimed in claim 1 or 2 is characterized in that described horizontal shock insulation damping device (2) is the superimposed bed course of elasticity slidably, and described bed course can be placed continuously or at interval.
4. multi-functional antishock device as claimed in claim 1, it is characterized in that the energy dissipating shock absorbing ditch of described shock-damping device (3) for building by laying bricks or stones with masonry or steel concrete, and the energy dissipating mechanism (4) that between two furrow banks, is filled with elasticity energy dissipating material or makes with spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99254397 CN2464837Y (en) | 1999-11-23 | 1999-11-23 | Multi-function earthquake-resistant building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99254397 CN2464837Y (en) | 1999-11-23 | 1999-11-23 | Multi-function earthquake-resistant building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2464837Y true CN2464837Y (en) | 2001-12-12 |
Family
ID=34038041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99254397 Expired - Fee Related CN2464837Y (en) | 1999-11-23 | 1999-11-23 | Multi-function earthquake-resistant building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2464837Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
| CN102864849A (en) * | 2011-07-04 | 2013-01-09 | 叶盛东 | Earthquake-resistant building |
| CN110616936A (en) * | 2018-06-20 | 2019-12-27 | 镁亚精密股份有限公司 | Anti-vibration structure for building |
-
1999
- 1999-11-23 CN CN 99254397 patent/CN2464837Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
| WO2012129739A1 (en) * | 2011-03-28 | 2012-10-04 | Lu Jianheng | Shock-eliminating, shock-absorbing, shock-attenuating and shock-isolating structure for construction and nuclear power station |
| CN102864849A (en) * | 2011-07-04 | 2013-01-09 | 叶盛东 | Earthquake-resistant building |
| CN110616936A (en) * | 2018-06-20 | 2019-12-27 | 镁亚精密股份有限公司 | Anti-vibration structure for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C57 | Notification of unclear or unknown address | ||
| DD01 | Delivery of document by public notice |
Addressee: Lu Jianheng Document name: Notification of Termination of Patent Right |
|
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |