RU97105476A - DAM EDUCATION METHOD - Google Patents

DAM EDUCATION METHOD

Info

Publication number
RU97105476A
RU97105476A RU97105476/13A RU97105476A RU97105476A RU 97105476 A RU97105476 A RU 97105476A RU 97105476/13 A RU97105476/13 A RU 97105476/13A RU 97105476 A RU97105476 A RU 97105476A RU 97105476 A RU97105476 A RU 97105476A
Authority
RU
Russia
Prior art keywords
dam
suspension
tier
clay
height
Prior art date
Application number
RU97105476/13A
Other languages
Russian (ru)
Other versions
RU2118421C1 (en
Inventor
Л.С. Хасеневич
Original Assignee
Государственное предприятие "Белнипиэнергопром"
Filing date
Publication date
Application filed by Государственное предприятие "Белнипиэнергопром" filed Critical Государственное предприятие "Белнипиэнергопром"
Priority to RU97105476A priority Critical patent/RU2118421C1/en
Priority claimed from RU97105476A external-priority patent/RU2118421C1/en
Application granted granted Critical
Publication of RU2118421C1 publication Critical patent/RU2118421C1/en
Publication of RU97105476A publication Critical patent/RU97105476A/en

Links

Claims (1)

Способ образования плотины с засыпной полостью и железобетонным замкнутым каркасом, отличающийся тем, что замкнутый каркас выполняют ярусами высотой не более 2 м, заливают вовнутрь нижнего яруса тиксотропную суспензию на высоту не более половины высоты яруса, засыпают в суспензию песок, гравий и одноосновной с суспензией глинистый грунт до уровня верха яруса с доведением наименьшей плотности смеси до ρ = 2 г/см3, причем начальная плотность суспензии в случае заполнения песком или гравием должна быть не менее 1,2 г/см3, а при глинистом заполнении - не более 1,1 г/см3, после чего выполняют каркас следующего яруса и повторяют весь цикл работ, и так до верха плотины.A method of forming a dam with a filling cavity and a reinforced concrete closed frame, characterized in that the closed frame is made in tiers with a height of not more than 2 m, the thixotropic suspension is poured into the lower tier to a height of not more than half the tier height, sand, gravel and clay with a suspension of clay are poured into the suspension soil to the level of the top of the tier, bringing the lowest density of the mixture to ρ = 2 g / cm 3 , and the initial density of the suspension in the case of filling with sand or gravel should be at least 1.2 g / cm 3 , and with clay filling nenie - no more than 1.1 g / cm 3 , after which they carry out the frame of the next tier and repeat the entire cycle of work, and so on to the top of the dam.
RU97105476A 1997-04-07 1997-04-07 Method for creation of dam RU2118421C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU97105476A RU2118421C1 (en) 1997-04-07 1997-04-07 Method for creation of dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU97105476A RU2118421C1 (en) 1997-04-07 1997-04-07 Method for creation of dam

Publications (2)

Publication Number Publication Date
RU2118421C1 RU2118421C1 (en) 1998-08-27
RU97105476A true RU97105476A (en) 1999-01-27

Family

ID=20191640

Family Applications (1)

Application Number Title Priority Date Filing Date
RU97105476A RU2118421C1 (en) 1997-04-07 1997-04-07 Method for creation of dam

Country Status (1)

Country Link
RU (1) RU2118421C1 (en)

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