SU1011790A1 - Pile foundation - Google Patents
Pile foundation Download PDFInfo
- Publication number
- SU1011790A1 SU1011790A1 SU813358765A SU3358765A SU1011790A1 SU 1011790 A1 SU1011790 A1 SU 1011790A1 SU 813358765 A SU813358765 A SU 813358765A SU 3358765 A SU3358765 A SU 3358765A SU 1011790 A1 SU1011790 A1 SU 1011790A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- face
- support ring
- piles
- glass
- base
- Prior art date
Links
Landscapes
- Supports For Plants (AREA)
Abstract
СВАЙНЫЙ ФУНДАМЕНТ, включающий оболочку с уширенным опорным кольцом и стаканом под колонну, сваи с опорными плитами, на которые оперты опорное кольцо оболочки инижний торец стакана, отличающийс тем, что, с целью повышени несущей способности за счет повышени равномерности передачи нагрузки на основание, опорные плиты всех свай выполнены в виде единого горизонтального элемента с расположенным по периметру его верхней грани расшир ющимс кверху кольцевым буртиком с внутренней наклонной-торцевой гранью, а опорное кольцо оболочки выполнено расшир ющимс книзу с наклонней внешней торцевой гранью, обращенной к внутренней наклонной грани буртика. и .1Г ч ;оPILED BASE, including a shell with a wider support ring and a glass under the column, piles with support plates, on which the support ring of the shell is supported and the bottom end of the glass, characterized in that, in order to increase the bearing capacity by increasing the uniformity of load transfer to the base, the support plates all the piles are made in the form of a single horizontal element with an annular collar extending upward along the perimeter of its upper face with an inner inclined-face face, and the supporting ring of the shell formed expandable downward from an oblique outer end face facing the inner inclined face of the collar. and .1H h; o
Description
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Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU813358765A SU1011790A1 (en) | 1981-10-13 | 1981-10-13 | Pile foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU813358765A SU1011790A1 (en) | 1981-10-13 | 1981-10-13 | Pile foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1011790A1 true SU1011790A1 (en) | 1983-04-15 |
Family
ID=20984192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU813358765A SU1011790A1 (en) | 1981-10-13 | 1981-10-13 | Pile foundation |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1011790A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004057113A1 (en) * | 2002-12-19 | 2004-07-08 | Rautaruukki Oyj | Foundation for a transversally stressed tower |
CN104499501A (en) * | 2014-12-08 | 2015-04-08 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
CN103422511B (en) * | 2013-08-21 | 2015-11-25 | 国家电网公司 | A kind of reinforcement method for transmission tower shallow base foundation under composite soft soil foundation |
-
1981
- 1981-10-13 SU SU813358765A patent/SU1011790A1/en active
Non-Patent Citations (1)
Title |
---|
I. Линович Л.Е. Расчет и конструирование частей гражданских зданий. Киев, Будивельник, 1972, с. 29В. 2. Авторское свидетельство СССР N 727765, кл. Е 02 D 27/42, 1978 (прототип). * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004057113A1 (en) * | 2002-12-19 | 2004-07-08 | Rautaruukki Oyj | Foundation for a transversally stressed tower |
CN103422511B (en) * | 2013-08-21 | 2015-11-25 | 国家电网公司 | A kind of reinforcement method for transmission tower shallow base foundation under composite soft soil foundation |
CN104499501A (en) * | 2014-12-08 | 2015-04-08 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
CN104499501B (en) * | 2014-12-08 | 2017-02-22 | 国家电网公司 | Narrow-foundation-tower single-pile pier-type self-stabilized foundation for power transmission line |
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