RU2006141287A - METHOD FOR STRENGTHENING THE GROUND BASE - Google Patents

METHOD FOR STRENGTHENING THE GROUND BASE Download PDF

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Publication number
RU2006141287A
RU2006141287A RU2006141287/03A RU2006141287A RU2006141287A RU 2006141287 A RU2006141287 A RU 2006141287A RU 2006141287/03 A RU2006141287/03 A RU 2006141287/03A RU 2006141287 A RU2006141287 A RU 2006141287A RU 2006141287 A RU2006141287 A RU 2006141287A
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RU
Russia
Prior art keywords
cavity
filler
injection
sleeve
solution
Prior art date
Application number
RU2006141287/03A
Other languages
Russian (ru)
Other versions
RU2333318C1 (en
Inventor
Христофор Авдеевич Джантимиров (RU)
Христофор Авдеевич Джантимиров
Валерий Александрович Барвашов (RU)
Валерий Александрович Барвашов
Иль Михайлович Иовлев (RU)
Илья Михайлович Иовлев
Петр Христофорович Джантимиров (RU)
Петр Христофорович Джантимиров
Сергей Александрович Рытов (RU)
Сергей Александрович Рытов
Петр Владиславович Харламов (RU)
Петр Владиславович Харламов
Original Assignee
Христофор Авдеевич Джантимиров (RU)
Христофор Авдеевич Джантимиров
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Application filed by Христофор Авдеевич Джантимиров (RU), Христофор Авдеевич Джантимиров filed Critical Христофор Авдеевич Джантимиров (RU)
Priority to RU2006141287/03A priority Critical patent/RU2333318C1/en
Publication of RU2006141287A publication Critical patent/RU2006141287A/en
Application granted granted Critical
Publication of RU2333318C1 publication Critical patent/RU2333318C1/en

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Claims (6)

1. Способ усиления грунтового основания, включающий послойную отсыпку грунта и укладку армирующих элементов, отличающийся тем, что на отсыпанный грунт в качестве армирующих элементов укладывают протяженные рукавные элементы из полупроницаемой полимерной ткани или стеклоткани с образованием выпусков с последующим инъецированием раствора наполнителя в полость рукавных элементов.1. A method of strengthening the soil base, including layer-by-layer soil filling and laying of reinforcing elements, characterized in that extended sleeve elements of semipermeable polymer fabric or fiberglass are laid on the ground as reinforcing elements with the formation of outlets, followed by injection of a filler solution into the cavity of the sleeve elements. 2. Способ по п.1, отличающийся тем, что в качестве наполнителя в рукавный элемент инъецируют твердеющий материал, например цементный раствор.2. The method according to claim 1, characterized in that hardening material, for example cement mortar, is injected into the tubular element as a filler. 3. Способ по п.1, отличающийся тем, что в качестве наполнителя в рукавный элемент инъецируют консистентный материал, например раствор бентонитовой глины.3. The method according to claim 1, characterized in that as a filler, a grease is injected into the tubular element, for example, a solution of bentonite clay. 4. Способ по п.1, или 2, или 3, отличающийся тем, что инъецирование раствора наполнителя производят посредством инъекторной трубки, размещенной в полости рукавного элемента.4. The method according to claim 1, or 2, or 3, characterized in that the injection of the filler solution is carried out by means of an injection tube placed in the cavity of the sleeve element. 5. Способ по п.1, или 2, или 3, отличающийся тем, что в полость рукавного элемента вставляют плоский или объемный металлический или синтетический арматурный каркас из прядевой или стержневой арматуры.5. The method according to claim 1, or 2, or 3, characterized in that a flat or volumetric metal or synthetic reinforcing cage from a strand or bar reinforcement is inserted into the cavity of the sleeve element. 6. Способ по п.1, или 2, или 3, отличающийся тем, что инъецирование раствора наполнителя производят в полость рукавного элемента до разрыва ткани и последующего заполнения пустот в окружающем грунте, например карстовых полостей.6. The method according to claim 1, or 2, or 3, characterized in that the injection of the filler solution is carried out in the cavity of the sleeve element until the tissue ruptures and then fills the voids in the surrounding soil, for example, karst cavities.
RU2006141287/03A 2006-11-22 2006-11-22 Method for reinforcing basement soil RU2333318C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2006141287/03A RU2333318C1 (en) 2006-11-22 2006-11-22 Method for reinforcing basement soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2006141287/03A RU2333318C1 (en) 2006-11-22 2006-11-22 Method for reinforcing basement soil

Publications (2)

Publication Number Publication Date
RU2006141287A true RU2006141287A (en) 2008-05-27
RU2333318C1 RU2333318C1 (en) 2008-09-10

Family

ID=39586305

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2006141287/03A RU2333318C1 (en) 2006-11-22 2006-11-22 Method for reinforcing basement soil

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RU (1) RU2333318C1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2581851C1 (en) * 2015-03-31 2016-04-20 Акционерное общество "Научно-исследовательский институт железнодорожного транспорта" Method for reinforcement of linear objects on sink hole-hazardous areas
CN105735322B (en) * 2016-02-04 2017-12-22 郑州安源工程技术有限公司 A kind of design and construction method of the recyclable supporting construction of combination of rigidity and flexibility antiseepage

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Publication number Publication date
RU2333318C1 (en) 2008-09-10

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MM4A The patent is invalid due to non-payment of fees

Effective date: 20121123