SU767278A1 - Method of erecting wall in soil - Google Patents

Method of erecting wall in soil Download PDF

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Publication number
SU767278A1
SU767278A1 SU782699230A SU2699230A SU767278A1 SU 767278 A1 SU767278 A1 SU 767278A1 SU 782699230 A SU782699230 A SU 782699230A SU 2699230 A SU2699230 A SU 2699230A SU 767278 A1 SU767278 A1 SU 767278A1
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USSR - Soviet Union
Prior art keywords
soil
wall
ground
concrete
trench
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SU782699230A
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Russian (ru)
Inventor
Виталий Алексеевич Небера
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Предприятие П/Я М-5828
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Priority to SU782699230A priority Critical patent/SU767278A1/en
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Publication of SU767278A1 publication Critical patent/SU767278A1/en

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Description

(54) СПОСОБ ВОЗВЕДЕНИЯ СТЕНЫ В ГРУНТЕ(54) METHOD FOR GROWING A WALL IN A GROUND

Изобретение относитс  к строительству и касаетс  возведени  стен в грунте.The invention relates to the construction and construction of walls in the ground.

Известен способ возведени  стены в грунте , включающий разработку траншеи по контуру возводимого сооружени  путем удалени  грунта, заполнение траншеи тиксотропным раствором и размещение в ней сборных стеновых элементов с последующим удалением миксотропного раствора и заполнением пазух между стецками транщеи и стеновыми элементами твердеющим раствором 1.There is a method of erecting a wall in the ground, which includes developing a trench along the contour of the structure being constructed by removing the soil, filling the trench with a thixotropic solution and placing prefabricated wall elements in it, then removing the mixotropic solution and filling the sinuses between the stems of the trench and wall elements with hardening solution 1.

Наиболее близким к изобретению  вл етс  способ, возведени  стены в грунте,, включающий . разработку траншеи по контуру возводимого сооружени  путем удалени  грунта, заполнение траншеи тиксотропным раствором, установку в траншее вертикальных труб и подачу бетона через трубы с одновременным их подъемом и одновременным удалением тиксотропного раствора 2.Closest to the invention is a method of erecting a wall in the ground, including. developing a trench along the contour of the erected structure by removing the soil, filling the trench with a thixotropic solution, installing vertical pipes in the trench and supplying concrete through the pipes while lifting them and simultaneously removing the thixotropic solution 2.

При возведении стены в грунте известными способами необходимо закрепление стен тиксотропным раствором и дальнейщее его удаление путем замещени  твердеющим материалом. Это усложн ет производство работ при возведении стены.When building a wall in the ground by known methods, it is necessary to fix the walls with a thixotropic solution and its further removal by replacing it with hardening material. This complicates the construction of the wall.

Цель изобретени  - упрощение производства работ при возведении стены.The purpose of the invention is to simplify the production of works during the construction of the wall.

5 Цель достигаетс  тем, что в способе возведени  стены в грунте, включающем удаление грунта по контуру возводимого сооружени , установку вертикальных труб и подачу бетона через трубы с одновременным их подъемом, перед удалением грун10 та производ т его разрыхление, причем установку труб осуществл ют в разрыхленном грунте, а подачу бетона производ т под разрыхленный грунт с одновременным удалением грунта путем его вытеснени  бето15 возведении стены предлагаемым способом в грунте по контуру возводимого сооружени  размещают рыхлители и разрыхл ют грунт, наруща  его структуру. После 20 этого в раз)эыхленном грунте устанавливают вертикальные трубы и под разрыхленный грунт методом вертикально перемещающейс  трубы подают бетон. Бетон вытесн ет разрыхленный грунт с обрадаванием при этом в грунте с ненарушенной структурой бетонной стены.5 The goal is achieved by the fact that in the method of erecting a wall in the ground, including removing the soil along the contour of the erected structure, installing vertical pipes and feeding concrete through the pipes while raising them, before removing the soil, this is loosened and the pipes are loosened soil, and the flow of concrete produced under the loosened soil with simultaneous removal of the soil by displacing the concrete building wall using the proposed method in the soil along the contour of the erected structure place rippers disintegrating dissolved soil naruscha its structure. After 20 times, vertical pipes are installed at once, and under the loosened soil, concrete is supplied by the method of vertically moving pipes. Concrete displaces the loosened soil, while at the same time, in the soil with the undisturbed structure of the concrete wall.

Во ведёние стеньг предлагаемым способом позвол ет снизить трудоемкость работ и стоимость сооружени .In advance, the proposed method allows to reduce the complexity of work and the cost of construction.

Claims (2)

1.Патент ФРГ № 1784137, кл. Е 02 D 5/20, опублик. 1976.1. The patent of Germany No. 1784137, cl. E 02 D 5/20, publ. 1976. 2.Зубков В. М. и др. Подземные сооружени , возводимые способом стена в грунте. Л., «Стройиздат, 1977, с. 43-44.2.Zubkov V.M. et al. Underground structures erected by a wall in the ground. L., “Stroyizddat, 1977, p. 43-44.
SU782699230A 1978-12-19 1978-12-19 Method of erecting wall in soil SU767278A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782699230A SU767278A1 (en) 1978-12-19 1978-12-19 Method of erecting wall in soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782699230A SU767278A1 (en) 1978-12-19 1978-12-19 Method of erecting wall in soil

Publications (1)

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SU767278A1 true SU767278A1 (en) 1980-09-30

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SU782699230A SU767278A1 (en) 1978-12-19 1978-12-19 Method of erecting wall in soil

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SU (1) SU767278A1 (en)

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