SU1232736A1 - Method of constructing a dam - Google Patents
Method of constructing a dam Download PDFInfo
- Publication number
- SU1232736A1 SU1232736A1 SU843816825A SU3816825A SU1232736A1 SU 1232736 A1 SU1232736 A1 SU 1232736A1 SU 843816825 A SU843816825 A SU 843816825A SU 3816825 A SU3816825 A SU 3816825A SU 1232736 A1 SU1232736 A1 SU 1232736A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- dam
- construction
- increase
- anchors
- concrete masonry
- Prior art date
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- Revetment (AREA)
Description
1one
Изобретение относитс к гидротехническому строительству и может быть использовано при сооружении плотин в услови х необходимости про пуска значительных строительных рас ходов воды в створе гидроузла.The invention relates to hydraulic construction and can be used in the construction of dams in the event of the need for significant construction water flow in the dam site.
Целью изобретени вл етс снютсе- ние трудозатрат, увеличение объема строительных расходов воды через створ плотины и повышение устойчивости плотины на сдвиг в зксплуата- ционный период.The aim of the invention is to reduce labor costs, increase the volume of construction costs of water through the dam site and increase the dam's shear stability during the operational period.
На фиг.1 изображена плотина в строительный период с бетонной клад кой, подготовленной к пропуску па1232736Fig. 1 shows a dam during the construction period with a concrete deposit prepared for passing pa1232736
водковых расходов воды, поперечный разрез; на фиг.2 - плотина после окончани строительства, поперечный разрез оvodka water flow, cross section; Fig. 2 shows a dam after the end of construction, a cross section about
-5 На подготовленном основании 1 вы- полн ют каменную наброску 2 и возвод т бетонную кладку, состо щую из отдельных блоков 3, разделенных по высоте деформационными швами 4 и 10 скрепленных между собою анкерами 5.-5 On the prepared base 1, a stone draft 2 is made and concrete masonry is erected, consisting of separate blocks 3, separated in height by expansion joints 4 and 10 fastened together by anchors 5.
После пропуска строительных расходов воды анкера 5 удал ют, устанавливают противофильтрационную диафрагму 6 и выполн ют на полную высоту 15 каменную наброску 2.After skipping construction costs, the water of the anchor 5 is removed, an anti-filtration diaphragm 6 is installed, and a stone draft 2 is made to a full height of 15.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU843816825A SU1232736A1 (en) | 1984-11-27 | 1984-11-27 | Method of constructing a dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU843816825A SU1232736A1 (en) | 1984-11-27 | 1984-11-27 | Method of constructing a dam |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1232736A1 true SU1232736A1 (en) | 1986-05-23 |
Family
ID=21148379
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU843816825A SU1232736A1 (en) | 1984-11-27 | 1984-11-27 | Method of constructing a dam |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1232736A1 (en) |
-
1984
- 1984-11-27 SU SU843816825A patent/SU1232736A1/en active
Non-Patent Citations (1)
Title |
---|
Моисеев С.Н., Моисеев И.С. Ка- менно-земл ные плотины. М.: 1977, с. 78-79. Гришин М.М. Гидротехнические сооружени . Ч. 1, М.: 1954, с. 427, рис. 13-13, с. 447-448, рис. 13-24. * |
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