SU649789A1 - Method of erecting filling pile-casting - Google Patents
Method of erecting filling pile-castingInfo
- Publication number
- SU649789A1 SU649789A1 SU772536143A SU2536143A SU649789A1 SU 649789 A1 SU649789 A1 SU 649789A1 SU 772536143 A SU772536143 A SU 772536143A SU 2536143 A SU2536143 A SU 2536143A SU 649789 A1 SU649789 A1 SU 649789A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- well
- hollow element
- shell
- working agent
- pile
- Prior art date
Links
Description
чкй агент, который деформирует оболочкуchky agent that deforms the shell
3и, оказыва давление на бетонную смесь3i applying pressure to the concrete mix
4и грунт стенок скважины 1, уплотн ет их. В качестве рабочего агента могут использовать воду или газ.4 and the soil of the walls of the borehole 1, compacts them. Water or gas can be used as a working agent.
После окончани уплотнени грунта и бетонной смеси перекрывают подачу воды и оставл ют полый элемент 2 с эластичной оболочкой 3 и водой до окончани твердени бетона.After the compaction of the soil and the concrete mix is completed, shut off the water supply and leave the hollow element 2 with the elastic casing 3 and water until the concrete is completely cured.
Затем с помощью насоса илн сжатого воздуха удал ют воду из пространства между поверхностью полого элемента 2 и эластичной оболочкор 3, в результате чего последн отрываетс от бетона и плотно прилегает к полому элементу 2, который с оболочкой 3 свободно выходит при извлечении из полости, образованной таким образом сваи-оболочки.Then, using a compressed air pump or an air, water is removed from the space between the surface of the hollow element 2 and the elastic shell 3, as a result of which the latter is detached from the concrete and fits tightly to the hollow element 2, which, with the shell 3, comes out freely when removed from the cavity way piles shell.
При необходимости погружени полого элемента непосредственно в грунт используют трубу с уширенным тер емым башмаком .If it is necessary to immerse the hollow element directly into the ground, a pipe with a broadened, loose shoe is used.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772536143A SU649789A1 (en) | 1977-10-24 | 1977-10-24 | Method of erecting filling pile-casting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772536143A SU649789A1 (en) | 1977-10-24 | 1977-10-24 | Method of erecting filling pile-casting |
Publications (1)
Publication Number | Publication Date |
---|---|
SU649789A1 true SU649789A1 (en) | 1979-02-28 |
Family
ID=20729867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU772536143A SU649789A1 (en) | 1977-10-24 | 1977-10-24 | Method of erecting filling pile-casting |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU649789A1 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4504173A (en) * | 1981-09-22 | 1985-03-12 | Dnepropetrovsky Inzhenerno-Stroitelny Institut | Apparatus for constructing cast in place tubular piles and method _of constructing such piles by same apparatus |
AU781819B2 (en) * | 2000-01-24 | 2005-06-16 | Geotechnical Reinforcement, Inc. | Soil reinforcement method and apparatus |
US6988855B2 (en) | 2000-06-15 | 2006-01-24 | Geotechnical Reinforcement Company, Inc. | Lateral displacement pier and method of installing the same |
US7004684B2 (en) | 2002-12-06 | 2006-02-28 | Geotechnical Reinforcement, Inc. | Method for construction of piers in soil and a pier construction |
US7226246B2 (en) | 2000-06-15 | 2007-06-05 | Geotechnical Reinforcement, Inc. | Apparatus and method for building support piers from one or successive lifts formed in a soil matrix |
US9169611B2 (en) | 2000-06-15 | 2015-10-27 | Geopier Foundation Company, Inc. | Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix |
RU2654097C1 (en) * | 2017-05-31 | 2018-05-16 | Дмитрий Геннадьевич Самарин | Method of pile production |
-
1977
- 1977-10-24 SU SU772536143A patent/SU649789A1/en active
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4504173A (en) * | 1981-09-22 | 1985-03-12 | Dnepropetrovsky Inzhenerno-Stroitelny Institut | Apparatus for constructing cast in place tubular piles and method _of constructing such piles by same apparatus |
AU781819B2 (en) * | 2000-01-24 | 2005-06-16 | Geotechnical Reinforcement, Inc. | Soil reinforcement method and apparatus |
US6988855B2 (en) | 2000-06-15 | 2006-01-24 | Geotechnical Reinforcement Company, Inc. | Lateral displacement pier and method of installing the same |
US7226246B2 (en) | 2000-06-15 | 2007-06-05 | Geotechnical Reinforcement, Inc. | Apparatus and method for building support piers from one or successive lifts formed in a soil matrix |
US9169611B2 (en) | 2000-06-15 | 2015-10-27 | Geopier Foundation Company, Inc. | Method and apparatus for building support piers from one or more successive lifts formed in a soil matrix |
US7004684B2 (en) | 2002-12-06 | 2006-02-28 | Geotechnical Reinforcement, Inc. | Method for construction of piers in soil and a pier construction |
RU2654097C1 (en) * | 2017-05-31 | 2018-05-16 | Дмитрий Геннадьевич Самарин | Method of pile production |
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