SU699107A1 - Earthquake-proof building foundation - Google Patents
Earthquake-proof building foundationInfo
- Publication number
- SU699107A1 SU699107A1 SU782584473A SU2584473A SU699107A1 SU 699107 A1 SU699107 A1 SU 699107A1 SU 782584473 A SU782584473 A SU 782584473A SU 2584473 A SU2584473 A SU 2584473A SU 699107 A1 SU699107 A1 SU 699107A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- earthquake
- base plate
- building
- holes
- bulk material
- Prior art date
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
(54) ФУНДАА ЕНТ СЕЙСМОСТОЙКОГО ЗДАНИЯ(54) FUNDAA ENT SEISMIC RESISTANT BUILDING
1one
Изобретение относитс к области строительства , а именно к конструкци м фундаментов сейсмостойких зданий.The invention relates to the field of construction, namely to the structures of the foundations of seismic resistant buildings.
Известен фундамент сейсмостойкого здани , включающий заполненную сыпучим .материалом оболочку и опорную плиту 1.The foundation of the earthquake-resistant building is known, including a shell filled with bulk material and a base plate 1.
Недостатком известного фундамента вл етс недостаточна устойчивость здани на опрокидывание при действии горизонтальных сейсмических сил.A disadvantage of the known foundation is the insufficient stability of the building to roll over under the action of horizontal seismic forces.
Наиболее близким техническим решением к изобретению вл етс фундамент сейсмостойкого здани , включаюш.ий заполненный сыпучим материалом короб и опорную плиту 2.The closest technical solution to the invention is the foundation of an earthquake-resistant building, including a box filled with bulk material and a base plate 2.
Недостатком этого фундамента вл етс недостаточна сейсмостойкость здани , сооружени .The disadvantage of this foundation is the inadequate seismic resistance of the building, structure.
Целью изобретени вл етс повышение сейсмостойкости здани , сооружени .The aim of the invention is to increase the seismic resistance of a building, structure.
Это достигаетс тем, что в известном фундаменте сейсмостойкого здани , включающем заполненный сыпучим материалом короб и опорную плиту, опорна плита размещена на сыпучем материале и выполнена со сквозными отверсти ми, а короб снабжен вертикальными стойка.ми, размещенными наThis is achieved in that in a known foundation of an earthquake-resistant building, including a duct filled with bulk material and a base plate, the base plate is placed on the bulk material and made with through holes, and the duct is provided with vertical posts.
днище короба и пропущенными через сквозные отверсти опорной плнты.the bottom of the box and passed through the through holes of the supporting plnty.
На чертеже изображен фундамент сейсмостойкого здани , общий вид.The drawing shows the foundation of a seismic resistant building, a general view.
Фундамент сейсмостойкого здани включает заполненный сыпучнм материалом 1 короб 2 и опорную нлиту 3, причем опорна плита 3 размещена на сыпучем материале 1 и выполнена со сквозными отверсти ми 4, а короб 2 снабжен вертикальными стойками 5, размещенными на днище 6 короба 2 и пропущенными через сквозные отверсти 4 опорной плиты 3. После стабилизации осадки сыпучего .материала 1 и опорной плиты 3 производ т замоноличивание вертикальных стоек 5 с опорной плитой 3.The foundation of the earthquake-resistant building includes a duct 2 filled with bulk material 1 and a support nlit 3, the supporting plate 3 being placed on the bulk material 1 and made with through holes 4, and the duct 2 equipped with vertical posts 5 placed on the bottom 6 of the duct 2 and passed through the through holes 4 of the base plate 3. After stabilization of the precipitation of bulk material 1 and the base plate 3, monolithing of the uprights 5 with the base plate 3 is performed.
Принцип работы фундамента сейсмостойкого здани заключаетс в следующем. Во врем сейсмических толчков происход т горизонтальные перемещени здани 7 по слою сыпучего материала, например песка I; вертикальные стойки 5 ограничивают эти перемещени и удерживают здани 7 от опрокидывани .The principle of operation of the foundation of a seismic resistant building is as follows. During seismic shocks, horizontal movement of building 7 occurs over a layer of bulk material, such as sand I; vertical supports 5 restrict these movements and keep buildings 7 from overturning.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782584473A SU699107A1 (en) | 1978-03-01 | 1978-03-01 | Earthquake-proof building foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782584473A SU699107A1 (en) | 1978-03-01 | 1978-03-01 | Earthquake-proof building foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
SU699107A1 true SU699107A1 (en) | 1979-11-25 |
Family
ID=20751021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU782584473A SU699107A1 (en) | 1978-03-01 | 1978-03-01 | Earthquake-proof building foundation |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU699107A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4517778A (en) * | 1981-10-15 | 1985-05-21 | Nicolai Charles M | Earthquake-proof building with improved foundation |
WO1991014305A1 (en) * | 1990-03-15 | 1991-09-19 | Odessky Filial Vsesojuznogo Instituta Po Proektirovaniju Organizatsii Energeticheskogo Stroitelstva 'orgenergostroi' | High-voltage transformer substation of increased seismic stability |
CN102157905A (en) * | 2011-05-04 | 2011-08-17 | 何排枝 | Shock resistant hollow box type transformer substation |
-
1978
- 1978-03-01 SU SU782584473A patent/SU699107A1/en active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4517778A (en) * | 1981-10-15 | 1985-05-21 | Nicolai Charles M | Earthquake-proof building with improved foundation |
WO1991014305A1 (en) * | 1990-03-15 | 1991-09-19 | Odessky Filial Vsesojuznogo Instituta Po Proektirovaniju Organizatsii Energeticheskogo Stroitelstva 'orgenergostroi' | High-voltage transformer substation of increased seismic stability |
CN102157905A (en) * | 2011-05-04 | 2011-08-17 | 何排枝 | Shock resistant hollow box type transformer substation |
CN102157905B (en) * | 2011-05-04 | 2013-10-09 | 何排枝 | Shock resistant hollow box type transformer substation |
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