RU93030840A - PORTS IMMEDIATED IN A FRONTIER GROUND, AND THE METHOD OF CONSTRUCTION OF A IMMUNING PRIMARY GROUND GROUND PWI - Google Patents

PORTS IMMEDIATED IN A FRONTIER GROUND, AND THE METHOD OF CONSTRUCTION OF A IMMUNING PRIMARY GROUND GROUND PWI

Info

Publication number
RU93030840A
RU93030840A RU93030840/33A RU93030840A RU93030840A RU 93030840 A RU93030840 A RU 93030840A RU 93030840/33 A RU93030840/33 A RU 93030840/33A RU 93030840 A RU93030840 A RU 93030840A RU 93030840 A RU93030840 A RU 93030840A
Authority
RU
Russia
Prior art keywords
ground
well
barrel
diameter
immediated
Prior art date
Application number
RU93030840/33A
Other languages
Russian (ru)
Other versions
RU2089706C1 (en
Inventor
А.А. Колесов
И.А. Колесов
Р.Г. Григорян
Original Assignee
А.А. Колесов
И.А. Колесов
Р.Г. Григорян
Filing date
Publication date
Application filed by А.А. Колесов, И.А. Колесов, Р.Г. Григорян filed Critical А.А. Колесов
Priority to RU93030840A priority Critical patent/RU2089706C1/en
Priority claimed from RU93030840A external-priority patent/RU2089706C1/en
Publication of RU93030840A publication Critical patent/RU93030840A/en
Application granted granted Critical
Publication of RU2089706C1 publication Critical patent/RU2089706C1/en

Links

Claims (1)

Свая, вмораживаемая в вечномерзлый грунт, включающая ствол с нижним плоским торцом, в который заделаны или к которому прикреплены арматурные стержни, снабжена лидирующим наконечником, выполненным в виде конуса с основанием, диаметр которого не меньше диаметра ствола. Арматурные стержни свободными концами заделаны в основание конуса. Плоский торец ствола расположен ниже границы сезонного оттаивания вечномерзлого грунта. При возведении сваи бурят скважину, устанавливают в нее ствол и заполняют околоствольное пространство. Заполнение околоствольного пространства осуществляют на самом стволе перед установкой его в скважину путем размещения ствола в цилиндрической опалубке диаметром, соответствующим диаметру скважины, заполнения опалубки материалом заполнения и его замораживания. Перед установкой ствола в скважину его распалубливают.A pile frozen into a permafrost soil, including a barrel with a lower flat end, into which reinforced rods are embedded or attached, is provided with a leading tip, made in the form of a cone with a base, the diameter of which is not less than the diameter of the trunk. Rebar rods free ends are embedded in the base of the cone. The flat end of the trunk is located below the boundary of the seasonal thawing of permafrost. When the pile is erected, the well is drilled, a barrel is installed in it and the near-well space is filled. Filling the near-wellbore space is carried out on the trunk itself before installing it in the well by placing the barrel in a cylindrical formwork with a diameter corresponding to the diameter of the well, filling the formwork with the filling material and freezing it. Before installing the barrel into the well, it is spalled.
RU93030840A 1993-06-17 1993-06-17 Pile frozen into permafrost and method of erection of pile frozen into permafrost RU2089706C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU93030840A RU2089706C1 (en) 1993-06-17 1993-06-17 Pile frozen into permafrost and method of erection of pile frozen into permafrost

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU93030840A RU2089706C1 (en) 1993-06-17 1993-06-17 Pile frozen into permafrost and method of erection of pile frozen into permafrost

Publications (2)

Publication Number Publication Date
RU93030840A true RU93030840A (en) 1995-07-20
RU2089706C1 RU2089706C1 (en) 1997-09-10

Family

ID=20143071

Family Applications (1)

Application Number Title Priority Date Filing Date
RU93030840A RU2089706C1 (en) 1993-06-17 1993-06-17 Pile frozen into permafrost and method of erection of pile frozen into permafrost

Country Status (1)

Country Link
RU (1) RU2089706C1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2664602T3 (en) * 2003-04-08 2018-04-20 Anadarko Petroleum Corporation Procedure to remove a platform support pile
WO2008091173A1 (en) * 2007-01-23 2008-07-31 Robert Miassarovitch Khafizov Method for pitching a pile into a permanently frozen ground
RU2473742C1 (en) * 2011-10-12 2013-01-27 Замир Галимович Ламердонов Method for construction of foundation in winter time
CN107310022A (en) * 2017-07-27 2017-11-03 江苏腾晖电力技术有限公司 Foundation pile for Frozen Ground Area photovoltaic bracket and preparation method thereof

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