SU1583522A1 - Method of constructing a hydraulically deposited earth dam - Google Patents
Method of constructing a hydraulically deposited earth dam Download PDFInfo
- Publication number
- SU1583522A1 SU1583522A1 SU884408753A SU4408753A SU1583522A1 SU 1583522 A1 SU1583522 A1 SU 1583522A1 SU 884408753 A SU884408753 A SU 884408753A SU 4408753 A SU4408753 A SU 4408753A SU 1583522 A1 SU1583522 A1 SU 1583522A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- construction
- constructing
- washed
- dam
- russia
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims description 3
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims abstract description 3
- 239000002699 waste material Substances 0.000 claims 1
- 238000007596 consolidation process Methods 0.000 abstract description 2
- 235000017304 Ruaghas Nutrition 0.000 abstract 1
- 241000554738 Rusa Species 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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- Revetment (AREA)
Abstract
Изобретение относитс к области гидротехнического строительства. Цель изобретени - уменьшение материалоемкости и сокращение сроков строительства. Сооружение плотины 1 начинают с намыва высокого руса 2 с помощью пульпопроводов по всему профилю. После консолидации грунта намытого руса производ т разработку траншеи 4 и заполн ют ее противофильтрационным материалом 5. Далее производ т намыв следующего руса до возведени сооружени на проектную высоту. 2 ил.The invention relates to the field of hydraulic engineering. The purpose of the invention is to reduce material consumption and reduce construction time. The construction of the dam 1 begins with the high rusa 2 being washed with pulp lines throughout the profile. After the consolidation of the soil of the washed-up russia, the trench 4 is being developed and filled with its impervious material 5. Next, the next russia is recirculated before the construction is erected to the design height. 2 Il.
Description
Фиг 2Fig 2
Изобретение относитс к области гидротехнического строительства и может быть использовано при возведении Напорных и защитных сооружений сред- ствами гидромеханизации, которые обеспечивают высокую интенсивность и низкую стоимость ведени работThe invention relates to the field of hydraulic engineering construction and can be used in the construction of pressure and protective structures by means of hydromechanization, which provide high intensity and low maintenance costs.
Цель изобретени - уменьшение материалоемкости и сокращение сроков строительства.The purpose of the invention is to reduce material consumption and reduce construction time.
На фиг.1 показано возведение наушного руса плотины; на фиг.2 - вы- толнение противофильтрационного элемента в намытом русе плотины,, | Способ осуществл ют следующим образом ,,Figure 1 shows the construction of the ear dam; FIG. 2 shows the performance of an impervious filter element in the washed-up dam, ,, | The method is carried out as follows
Сооружение плотины 1 начинают с намыва высокого руса 2 (40-50 м) с помощью пульпопроводов 3 по всемуThe construction of the dam 1 starts with the high russia 2 being washed (40-50 m) with the help of slurry pipelines 3 around
профилю (фиг02). После консолидации отдачи воды) грунта намытого руса производ т разработку траншеи 4 и заполн ют ее противофильтрациоиным | бетон, глиноцемент, асф альтовыйprofile (Fig). After consolidation of the water return of the soil of the washed river, trench 4 is developed and filled with anti-filtration water | aluminous concrete, alumina cement
раствор и Топ) материалом 5 (фиг.З).solution and Top) material 5 (fig.Z).
Далее производ т намыв следующего руса до возведени сооружени на проектную высоту,.Next, alluvium of the next river is produced before the erection of the structure to the design height ,.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU884408753A SU1583522A1 (en) | 1988-04-11 | 1988-04-11 | Method of constructing a hydraulically deposited earth dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU884408753A SU1583522A1 (en) | 1988-04-11 | 1988-04-11 | Method of constructing a hydraulically deposited earth dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU1583522A1 true SU1583522A1 (en) | 1990-08-07 |
Family
ID=21368120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU884408753A SU1583522A1 (en) | 1988-04-11 | 1988-04-11 | Method of constructing a hydraulically deposited earth dam |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU1583522A1 (en) |
-
1988
- 1988-04-11 SU SU884408753A patent/SU1583522A1/en active
Non-Patent Citations (1)
| Title |
|---|
| Большие плотины СССР, М.: Гос- энергоиздат, 1962, с.131-135. Плотины из грунтовых материалов. СНиП 2.06005-84. М., 1985, с,14 п. .306, * |
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