SU1222763A1 - Method of consolidating the foundation of a structure - Google Patents
Method of consolidating the foundation of a structure Download PDFInfo
- Publication number
- SU1222763A1 SU1222763A1 SU833679363A SU3679363A SU1222763A1 SU 1222763 A1 SU1222763 A1 SU 1222763A1 SU 833679363 A SU833679363 A SU 833679363A SU 3679363 A SU3679363 A SU 3679363A SU 1222763 A1 SU1222763 A1 SU 1222763A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- punch
- base
- ground
- drain
- cavity
- Prior art date
Links
Description
Изобретение относитс к строительству и может быть использовано преимущественно при возведении сооружений на слабых водонасыщенных грунтах.The invention relates to construction and can be used primarily in the construction of structures on weak, water-saturated soils.
Цель изобретени - повышение несущей способности основани .The purpose of the invention is to increase the bearing capacity of the base.
На чертеже схематично изображено основание , укрепленное предлагаемым способом , поперечный разрез.The drawing schematically shows the base, reinforced by the proposed method, a cross-section.
Предлагаемый способ осуществл ют следующим образом.The proposed method is carried out as follows.
В грунт 1 основани сооружени погружают пустотелый пуансон 2 с установленными в его полости дреной 3 и армирующими элементами 4 из отрезков двутавра . После погружени пуансона на заданную глубину его извлекают, а двутавры в процессе извлечени пуансона выталкивают в грунт, располага их дискретно по высоте дрены 3. После извлечени пуансона обрезают дрену, заполн ют пуансон армирующими элементами, прикрепл ют нижний конец дрены к нижнему армоэле- менту, и указанные операции повтор ют на следующей захватке. В качестве дрен можно использовать бумажно-пластмассовые 10 дрены, а армирующие элементы выполн ют из металла или стеклопластика.A hollow punch 2 with drainage 3 installed in its cavity and 4 reinforcing elements 4 of I-sections are immersed in the ground 1 of the construction base. After the punch is pushed to a predetermined depth, it is removed, and the tees during the punch extraction process are pushed out into the ground, the drain 3 is positioned at a discrete height. and these operations are repeated on the next grab. Paper-plastic 10 drains can be used as drains, and reinforcing elements are made of metal or fiberglass.
В результате применени предлагаемого способа достигаетс повышение несущей способности основани за счет размещени в основании армирующих элементов.As a result of applying the proposed method, an increase in the bearing capacity of the base is achieved by placing reinforcing elements in the base.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833679363A SU1222763A1 (en) | 1983-12-28 | 1983-12-28 | Method of consolidating the foundation of a structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833679363A SU1222763A1 (en) | 1983-12-28 | 1983-12-28 | Method of consolidating the foundation of a structure |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1222763A1 true SU1222763A1 (en) | 1986-04-07 |
Family
ID=21095429
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU833679363A SU1222763A1 (en) | 1983-12-28 | 1983-12-28 | Method of consolidating the foundation of a structure |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1222763A1 (en) |
-
1983
- 1983-12-28 SU SU833679363A patent/SU1222763A1/en active
Non-Patent Citations (1)
Title |
---|
Binguet В. J., Lee К. L. Bearing capacity tests on rainforced earth slabs. - Journal of the Geotechnical Engineering Division, ASCE, vol. 101, NoGT12 Dec. 1975, pp. 1241 - 1255. Полуновский A. Г., Пудов Ю. В. Ускорение уплотнени слабых грунтов ленточными дренами. Экспресс-информаци . М.: ВПТИ- трансстрой, 1983, с. 21. * |
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