SU258116A1 - PROTECTIVE COATING OF RISBERM, ELECTRIC SIDE OF EQUIPMENT STRUCTURES I.T.P. - Google Patents
PROTECTIVE COATING OF RISBERM, ELECTRIC SIDE OF EQUIPMENT STRUCTURES I.T.P.Info
- Publication number
- SU258116A1 SU258116A1 SU1281784A SU1281784A SU258116A1 SU 258116 A1 SU258116 A1 SU 258116A1 SU 1281784 A SU1281784 A SU 1281784A SU 1281784 A SU1281784 A SU 1281784A SU 258116 A1 SU258116 A1 SU 258116A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- risberm
- protective coating
- electric side
- equipment structures
- structures
- Prior art date
Links
- 239000011253 protective coating Substances 0.000 title 1
- 239000004575 stone Substances 0.000 description 3
- 241000681094 Zingel asper Species 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 240000006092 Sandoricum koetjape Species 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
- 239000011382 roller-compacted concrete Substances 0.000 description 1
Description
Пзгзестно заицггное покрытие откосов гидротехнических соору/кени , содержащее уложеииые иа ка енную наброску бетонные илиты , соедииеиные между собой посредством шариирных св зен с нроушииами.The hinge covering of the slopes of hydraulic engineering structures / keni, containing laid and rolled concrete layers, interconnected with each other by means of sirenar connections with neroshiami.
Целью изобретени вл етс обеснечеиис относительных как угловых, так и линейных перемещени отдельных нлнт в покрьггни.The aim of the invention is to provide relative relative angular as well as linear displacements of individual lenses to the pokrgni.
Достигаетс это тем. что 1иарнирные св зи нлнт вынолиены в виде гибких составных, например , из нескольких звеньев эле.1е1ггов, KOIцы которых закреплены в нроун ниах.This is achieved by the fact. that the hinged connections are lined up in the form of flexible components, for example, from several links of ele.e1ggg, whose KOIs are fixed in uniform.
На фиг, 1 изображено нредлагаемое зандитное покрытие, общий вид; иа фнг. 2 - ншрнирна св зь плит.Fig, 1 shows the proposed sandwich coating, general view; Ia fng. 2 - The plate connection is nsrnirna.
Занцпное покрытие рисберм и откосов представл ют бетонные плиты /, уложеииые па каменную наброску 2 и соединенные между собо11 иосредством пдарнирных св зе, вьнюлненных в виде гибких элементов .i, составиых из песколькнх звеньев. Крайн нлнта крепнтс за аикер 4. Конпы звеньев элементов 3 закреплены в проугиииах 5.The undercoat of the apron and the slope is represented by concrete slabs /, laid in stone bed 2 and connected between each other by means of a joint-union connection, detected in the form of flexible elements .i composed of sandal links. Extremely strong for aiker 4. The links of the links of the elements 3 are fixed in holes 5.
При раз.мыве русла в конце кренлени покрыти каменна наброска 2 и плнты / совместно сползают на размьнитемьн откос. Первоначально смещаютс пнжпне плиты /, а по мере размыва дна в глубину подт гнваютс п верхнпе.When spreading the bed at the end of the heeling of the covering, the stone draft 2 and the sheets / jointly slide to the side of the slope. Initially, the plates are shifted to the plate /, and as the bottom is eroded, it is pushed deep into the top.
Максималь 1ое |1ассто пие н,тнтами при ПОЛНО 1Х раздв жке О 1редел етс с )четом 1лнт, скорости тече1Н1 нотока и кру 1ности . образ юи1,пх каменную наброску.The maximum is 1st | 1st stage, tnta at FULLY 1X disentangling O 1 is determined with) 1lnt, the speed of 1H1 current and a circle of 1. image yu1, nx stone outline.
оabout
11 р е д м от и 3 о б jT с т е н и 11 days from and 3 about b jT with ten and
Защитное покрыт1 е рисберм, откосов гидротех1 1ческ х сооружений н т. п., включаюН1 ,ее бетонные нлить, соедннеипые между собой посредством н арннрных св зей с проущинамн, от.тчающесс тем, что, с иелью обеспечени отпо0 сительн.ых как угловых, так i линейных перемещений отдельных нлит в пскрытин, щарнирпые св зи плпт вь полпепы в виде гибких составных , нанример. из нескольких звеньев элe eнтoв, копны которых закренлены в иро5 щинах.The protective covering of the aprons, the slopes of the hydraulic structures of the 1st structures and so on, including Н1, its concrete paving, connected with each other by means of artificial connections with the industries, which are based on the fact that, as a corner, so i linear displacements of individual nlit in pkrytin, hinged connections ppt v polpepy in the form of flexible composite, for example. from several links of eons, the shots of which are engraved in the world.
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Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU258116A1 true SU258116A1 (en) |
Family
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4906130A (en) * | 1988-07-26 | 1990-03-06 | Davy Mckee Corporation | Anti-scouring device for a dam stilling basin or approach |
| US5615971A (en) * | 1993-11-17 | 1997-04-01 | Boeve; Jan A. | Groundcovering element, method for its manufacture and method for the manufacture of a mould to be applied with the manufacturing method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4906130A (en) * | 1988-07-26 | 1990-03-06 | Davy Mckee Corporation | Anti-scouring device for a dam stilling basin or approach |
| US5615971A (en) * | 1993-11-17 | 1997-04-01 | Boeve; Jan A. | Groundcovering element, method for its manufacture and method for the manufacture of a mould to be applied with the manufacturing method |
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