SU670684A1 - Foundation for buildings - Google Patents
Foundation for buildingsInfo
- Publication number
- SU670684A1 SU670684A1 SU782580149A SU2580149A SU670684A1 SU 670684 A1 SU670684 A1 SU 670684A1 SU 782580149 A SU782580149 A SU 782580149A SU 2580149 A SU2580149 A SU 2580149A SU 670684 A1 SU670684 A1 SU 670684A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- foundation
- buildings
- concrete
- wells
- walls
- Prior art date
Links
Description
оси на необходимый угол. После погружени и извлечени их из грунта, в образованные скважины, имеющие плотно утрамбованные стенки, вставл ют а)матурнын каркас (не ноказан).axis at the required angle. After being submerged and removed from the soil, the wells formed, having densely rammed walls, are inserted into a) a mattress framework (not shown).
Скважины заполн ют бетоном с небольш-им уплотнением его ;вибробулавой (не показана), а после заполнени скважины бетоном выставл ют сборно-разборную опалубку (не показана) и бетонируют ростверк , объедин ющий концы набивных свай в единый монолитный блок.The wells are filled with concrete with a small compaction, a vibrator head (not shown), and after filling the well with concrete, a collapsible formwork (not shown) is placed and the grillage connecting the ends of the piles into a single monolithic block is cast.
Заполнение скважин бетоном следует производить практически немедленно после образовани их в грунте, чтобы исключить осыпание стенок или попадание в котлован воды.Filling wells with concrete should be carried out almost immediately after their formation in the ground, in order to avoid shedding of the walls or ingress of water into the pit.
Описываемый фундамент позвол ет сократить расход бетона и обеспечить повышение несущей способности. При этом наличие расход щихс набивных свай клиновидной формы обеспечивает вовлечение в работу окружающего грунта, что позвол ет помимо повышени .несущей способности улучшить зааНКеривание фу1ндамента.This foundation can reduce the consumption of concrete and provide increased bearing capacity. At the same time, the presence of wedge-shaped packing piles of diverging provides for the involvement of the surrounding soil, which allows, besides increasing the carrying capacity, to improve the transfer of the material.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782580149A SU670684A1 (en) | 1978-02-13 | 1978-02-13 | Foundation for buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU782580149A SU670684A1 (en) | 1978-02-13 | 1978-02-13 | Foundation for buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
SU670684A1 true SU670684A1 (en) | 1979-06-30 |
Family
ID=20749084
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU782580149A SU670684A1 (en) | 1978-02-13 | 1978-02-13 | Foundation for buildings |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU670684A1 (en) |
-
1978
- 1978-02-13 SU SU782580149A patent/SU670684A1/en active
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