BG43528A3 - Antiearth- quake support for buildings - Google Patents
Antiearth- quake support for buildingsInfo
- Publication number
- BG43528A3 BG43528A3 BG034979A BG3497976A BG43528A3 BG 43528 A3 BG43528 A3 BG 43528A3 BG 034979 A BG034979 A BG 034979A BG 3497976 A BG3497976 A BG 3497976A BG 43528 A3 BG43528 A3 BG 43528A3
- Authority
- BG
- Bulgaria
- Prior art keywords
- supporting element
- support
- construction
- fixed
- areas
- Prior art date
Links
- 238000010276 construction Methods 0.000 abstract 2
- 239000000956 alloy Substances 0.000 abstract 1
- 229910045601 alloy Inorganic materials 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 239000000945 filler Substances 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 239000002184 metal Substances 0.000 abstract 1
- 229920003023 plastic Polymers 0.000 abstract 1
- 229920001084 poly(chloroprene) Polymers 0.000 abstract 1
- 230000003068 static effect Effects 0.000 abstract 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Противоземетръсната опора намира приложение в строителството в сеизмични райони,както и при изграждане на специални съоръжения,например инсталации за използване на ядрената енергия.с нея се постига висока сигурност на съоръженията в райони с голяма сеизмична активност при намален разход на проектански труд и избягване влагането на допълнителни материали.опорната включва разположени един под друг опорен елемент,фиксиран към сградата и носещ елемент,фиксиран към основата й.опорният и носещият елемент имат плъзгащи се допирни повърх нини,коефициентът на статично и динамично триене между които е постоянен за скорости на преместване от 0,2 до 1,0 м/s и за натиск от 20 до 200 бара и е от 0,08 до 0,5.носещият елемент включва горна плоча,разположен под нея еластичен блок,и долна плоча,посредством която е фиксиран към основата еластичният блок е изпълнен от неопренови плочи, а плъзгащата повърхност-от метал или подходяща сплав,включително пластмаса с включения от пълнители. 13 претенции,8 фигуриThe anti-earthquake support is used in construction in seismic areas, as well as in the construction of special facilities, for example installations for the use of nuclear energy. it achieves high security of the facilities in areas with high seismic activity with a reduced cost of design work and avoiding the investment of additional materials. the support includes a supporting element fixed to the building and a supporting element fixed to its base located one below the other. the supporting and supporting element have sliding contact surfaces, the coefficient of static and dynamic friction between which is constant for displacement speeds of 0.2 to 1.0 m/s and for pressures from 20 to 200 bar and is from 0.08 to 0.5. the supporting element includes an upper plate, an elastic block located below it, and a lower plate, by means of which it is fixed to the base of the elastic block is made of neoprene plates, and the sliding surface is made of metal or a suitable alloy, including plastic with inclusions of fillers. 13 claims, 8 figures
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BG034979A BG43528A3 (en) | 1976-12-22 | 1976-12-22 | Antiearth- quake support for buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BG034979A BG43528A3 (en) | 1976-12-22 | 1976-12-22 | Antiearth- quake support for buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
BG43528A3 true BG43528A3 (en) | 1988-06-15 |
Family
ID=3902875
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BG034979A BG43528A3 (en) | 1976-12-22 | 1976-12-22 | Antiearth- quake support for buildings |
Country Status (1)
Country | Link |
---|---|
BG (1) | BG43528A3 (en) |
-
1976
- 1976-12-22 BG BG034979A patent/BG43528A3/en unknown
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