SU649789A1 - Method of erecting filling pile-casting - Google Patents

Method of erecting filling pile-casting

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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
Application number
SU772536143A
Other languages
Russian (ru)
Inventor
Иосиф Иосифович Мацевич
Виктор Федорович Пономарев
Радислав Григорьевич Майзельс
Ким Ноевич Раткевич
Владимир Акимович Альбицкий
Original Assignee
Конструкторско-Технологическое Бюро С Опытным Производством При Институте Строительства И Архитектуры Госстроя Белорусской Сср
Производственное Объединение "Гомельпромстрой" Минпромстроя Белорусской Сср
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Конструкторско-Технологическое Бюро С Опытным Производством При Институте Строительства И Архитектуры Госстроя Белорусской Сср, Производственное Объединение "Гомельпромстрой" Минпромстроя Белорусской Сср filed Critical Конструкторско-Технологическое Бюро С Опытным Производством При Институте Строительства И Архитектуры Госстроя Белорусской Сср
Priority to SU772536143A priority Critical patent/SU649789A1/en
Application granted granted Critical
Publication of SU649789A1 publication Critical patent/SU649789A1/en

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)

1. Способ возведени  набивной сваноболочки , в лючающий образование в грунте , погружение в нее полого1. The method of construction of a stuffed swan-shell, which includes formation in the ground, immersion in it of a hollow элемента, диаметр которого меньше диаметра скважины на сваи-оболочки , и укладку бетона в пространство между стенками скважины и поверхностью пологоelement whose diameter is less than the diameter of the well on the pile shell, and laying concrete into the space between the walls of the well and the surface of the hollow элемента с последую щим извлечением его из скважины, отличающийс  тем, что, с целью повышени  несущей способности путем обеспечени  уплотнени  бетона, в скважину погружают полый элемент с наружной эластичной оболочкой, размещенной на нем с зазором, а перед извлечением полого элемента из скважины в зазор между эластичной оболочкой и полым элементом подают рабочий агент под давлением .element, followed by its removal from the well, characterized in that, in order to increase the bearing capacity by providing concrete compaction, a hollow element with an external elastic shell placed on it with a gap is immersed in the well, and before removing the hollow element from the well elastic sheath and hollow element serves working agent under pressure. 2.Способ по п. 1, отличающийс  тем, что в качестве рабочего агента используют жидкость.2. A method according to claim 1, characterized in that a liquid is used as the working agent. 3.Способ по п. 1, отличающийс  тем, что в качестве рабочего агента используют газ.3. A method according to claim 1, characterized in that gas is used as the working agent. Источники информации, прин тые во внимание при экспертизе:Sources of information taken into account in the examination: 1. Грутман М. С. Свайные фундаменты,1. Grutman M. S. Pile foundations, Киев, «Будивельник, 1969, с. 33.Kiev, “Budivelnik, 1969, p. 33. 2. Гмошикский В. Г. Обзор иностранных изобретений, «Индустриальные методы возведени  свайных фундаментов. М., ЦНИИПИ, 1965, с. 41.2. Gmoshiksky VG. Review of foreign inventions, “Industrial methods for erection of pile foundations. M., TSNIIPI, 1965, p. 41
SU772536143A 1977-10-24 1977-10-24 Method of erecting filling pile-casting SU649789A1 (en)

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

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Family Applications (1)

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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)

* Cited by examiner, † Cited by third party
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

Cited By (7)

* Cited by examiner, † Cited by third party
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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