SU962558A1 - Earthquake-proof building - Google Patents
Earthquake-proof building Download PDFInfo
- Publication number
- SU962558A1 SU962558A1 SU803006468A SU3006468A SU962558A1 SU 962558 A1 SU962558 A1 SU 962558A1 SU 803006468 A SU803006468 A SU 803006468A SU 3006468 A SU3006468 A SU 3006468A SU 962558 A1 SU962558 A1 SU 962558A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- basement
- grillage
- walls
- building
- floor
- Prior art date
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
1one
Изобретение относитс к строительству и может быть использовано дл строительства зданий в сейсмических . районах.The invention relates to construction and can be used for building buildings in seismic. areas.
Известно сейсмостойкое здание, включающее пространственно жесткие этажи с гибким нижним русом в виде высокого свайного ростверка 1.A seismic resistant building is known, including spatially rigid floors with a flexible lower light in the form of a high pile grillage 1.
Недостатком такого решени вл етс необходимость установки дополни- ,Q тельных элементов дл воспри ти горизонтальных усилий.The disadvantage of this solution is the need to install additional, Q body elements for sensing horizontal forces.
Наиболее близким по технической сущности к.предлагаемому вл етс сейсмостойкое здание, включающее прост- ,5 ранственно жесткие этажи, опертые на фундамент, выполненный в виде высокого свайного ростверка, и подвальный этаж с наружными стенами 2.The closest in technical essence to the proposed offer is an earthquake-resistant building, including simple, 5 rigidly rigid floors, supported on a foundation, made in the form of a high pile grillage, and a basement with external walls 2.
Недостатком данного здани вл ет-го с то, что наружные стены подвала закреплены между верхним и нижним рос -верками и объедин ют конструкции подвала и высокого ростверка в жесткуюThe disadvantage of this building is the fact that the external walls of the basement are fixed between the upper and the lower dews and combine the structures of the basement and the high grillage into a rigid
систему, снижающую сейсмозащитную эффективность высокого ростверка, как гибкого руса. Кроме того, необходимо устройство выключающихс св зей, что ведет к повышению расхода материалов и трудоемкости.a system that reduces the seismic protection efficiency of a high grillage, like a flexible Rus. In addition, a device for switching off connections is necessary, which leads to an increase in the consumption of materials and labor intensity.
Цель изобретени - снижение сейсмического воздействи на здание.The purpose of the invention is to reduce the seismic effect on the building.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU803006468A SU962558A1 (en) | 1980-11-21 | 1980-11-21 | Earthquake-proof building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU803006468A SU962558A1 (en) | 1980-11-21 | 1980-11-21 | Earthquake-proof building |
Publications (1)
Publication Number | Publication Date |
---|---|
SU962558A1 true SU962558A1 (en) | 1982-09-30 |
Family
ID=20926892
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU803006468A SU962558A1 (en) | 1980-11-21 | 1980-11-21 | Earthquake-proof building |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU962558A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2720209C2 (en) * | 2016-02-04 | 2020-04-28 | Иван ТЕОБАЛЬДЕЛЛИ | Foundation |
-
1980
- 1980-11-21 SU SU803006468A patent/SU962558A1/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2720209C2 (en) * | 2016-02-04 | 2020-04-28 | Иван ТЕОБАЛЬДЕЛЛИ | Foundation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
SU962558A1 (en) | Earthquake-proof building | |
SU1236064A1 (en) | Base under foundation of earthquake-proof building or structure | |
JPS579927A (en) | Foundation structure for building | |
SU1286682A1 (en) | Foundation for earthquake-proof building or structure | |
SU796318A1 (en) | Earthquakeproof foundation | |
SU1760059A1 (en) | Building | |
SU399588A1 (en) | FOUNDATION | |
RU93057596A (en) | BUILDING | |
RU2693100C1 (en) | Earthquake-resistant frame building | |
SU1756510A1 (en) | Marthquake-resistant high-rise building | |
JPH06173284A (en) | Construction method for self-standing continuous wall | |
RU2188907C1 (en) | Foundation of earthquakeproof building on colonnade located in basement | |
SU981512A1 (en) | Earthquake-proof foundation for building, structure or plant | |
SU1216275A1 (en) | Water-protecting arrangement for constructing plate of high pile raft foundation of bridge pier | |
SU992663A1 (en) | Foundation for buildings or structures erected on swampy soil | |
SU53663A1 (en) | Anti-seismic building | |
SU1126646A1 (en) | Enclosure structure | |
RU93002375A (en) | COLLECTION WALL CELLAR BUILDINGS, FACILITIES | |
SU1737084A1 (en) | Building erected at shore slope | |
RU2068046C1 (en) | Hawser structure | |
SU962559A1 (en) | Earthquake-proof building | |
SU1747656A2 (en) | Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions | |
SU1763580A1 (en) | Foundation of earthquake-proof building, structure | |
SU747939A1 (en) | Earthquake-proof building foundation | |
SU1763621A1 (en) | Multistory earthquake-proof building |