SU383781A1 - FOUNDATION PLATE FOR BUILDING HYDROELECTRIC POWER STATIONS - Google Patents
FOUNDATION PLATE FOR BUILDING HYDROELECTRIC POWER STATIONSInfo
- Publication number
- SU383781A1 SU383781A1 SU1499761A SU1499761A SU383781A1 SU 383781 A1 SU383781 A1 SU 383781A1 SU 1499761 A SU1499761 A SU 1499761A SU 1499761 A SU1499761 A SU 1499761A SU 383781 A1 SU383781 A1 SU 383781A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- hydroelectric power
- building
- power stations
- foundation plate
- building hydroelectric
- Prior art date
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
1one
Изобретение относитс к гидроэнергетическому строительству, а именно к фундаментным плитам дл гидроэлектростанций.The invention relates to hydropower construction, namely to base plates for hydroelectric power plants.
Известны фундаментные плиты зданий гидроэлектростанций, соедин ющие бычки зданий.The foundation plates of hydroelectric power buildings are known, connecting the building gobies.
Цель изобретени - снижение напр жени в основании здани гидроэлектростанции.The purpose of the invention is to reduce the voltage at the base of a hydropower station.
Это достигаетс тем, что фундаментна плита со стороны верхнего бьефа выполнена со сквозным вырезом, в котором смонтирована гибка водонепроницаема армированна вставка, заанкеренна по контуру выреза.This is achieved by the fact that the base plate, on the side of the headwaters, is made with a through cut-out, in which a flexible waterproof reinforced insert is mounted, anchored along the cut-out contour.
На чертеже изображено здание гидроэлектростанции , разрез по оси агрегата.The drawing shows the building of the hydroelectric station, a section along the axis of the unit.
Фундаментна плита / выполнева со стороны верхнего бьефа со сквозным вырезом 2, в котором смонтирована гибка водонепроницаема вставка 5, заанкеренна ио контуру выреза 2.The base plate / plate is made from the side of the headwater with a through cut-out 2, in which a flexible waterproof insert 5 is mounted, anchored to the cut-out contour 2.
Наличие выреза снижает средние нанр жеии в основаиии здани ГЭС за счет исключени из веса последнего веса пригрузки над вставкой {благодар ее гибкости), а также выравнивает краевые напр жени иод фундаментной плитой за счет смещени центра т жести площа.чки основани в сторону него бьефа и уменьшени эксцентриситета равноде1 1стБ 101це1 вертикальных сил.The presence of the cut reduces the average area at the base of the hydroelectric station by eliminating the last weight of the load over the insert (due to its flexibility) from the weight, and also aligns the marginal stresses with the base plate due to the displacement of the center of gravity of the bottom of the base toward the pool and reducing the eccentricity of the equinox 1stB 101ce1 vertical forces.
Кроме того, за счет уменьшени напр жни под низово;; частью фундаментной плиты уменьшаетс армирование плиты и бычков нижнего бьефа, а за счет уменьшени грузсвой зоны, пер1;и1:ошей нагрузки иа бычки верхнего бьефа, уменьшаетс армиропаи; ,In addition, by reducing the stress below the bottom ;; part of the foundation slab reduces the reinforcement of the slab and gobies, and by reducing the load zone, per1; i1: the load of the pulls and the upstream bulls decreases the reinforcement; ,
бычков, что г. конечном СС-ЧГе приводит к ЭК1gobies that r. final SS-CGE leads to EC1
номии бетона и арматуры. При этом устойчп вость сооружени не уменьшаетс . поскольк сдвиг здани гидроэлектростанции без участи веса npnr;v,3Kn над вырезом не возможен благодар на. вставки.nomii concrete and reinforcement. In this case, the stability of the structure is not reduced. Since the shift of a hydroelectric power plant building without a weight of npnr; v, 3Kn over the cutout is not possible thanks to. inserts.
Предмет изобретени Subject invention
Фундаментна плита дл здани гидреэлектростанции , соедин юща бычки здани :, отличающа с тe что, с целью снижен:напр жений в осиованип здани гидроэлек тростанции. она со стороны верхнего бьеф,, выполнена со сквозным вырезом, в которг.м смонтирована гибка водонепроницаема Гимированнгл пставкр. заанкеренна по контуру выреза.Base plate for the building of a hydropower plant, connecting the gobies of a building: which is different from that, with the aim of reducing: the stresses in the main building of the hydroelectric plant. it is from the side of the headwater, made with a through cut-out, in which m is mounted is flexible, waterproof Gimirovanngl pts. anchored around the cutout contour.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU1499761A SU383781A1 (en) | 1970-12-11 | 1970-12-11 | FOUNDATION PLATE FOR BUILDING HYDROELECTRIC POWER STATIONS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU1499761A SU383781A1 (en) | 1970-12-11 | 1970-12-11 | FOUNDATION PLATE FOR BUILDING HYDROELECTRIC POWER STATIONS |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU383781A1 true SU383781A1 (en) | 1973-05-23 |
Family
ID=20461149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU1499761A SU383781A1 (en) | 1970-12-11 | 1970-12-11 | FOUNDATION PLATE FOR BUILDING HYDROELECTRIC POWER STATIONS |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU383781A1 (en) |
-
1970
- 1970-12-11 SU SU1499761A patent/SU383781A1/en active
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