SU601354A1 - Reinforced concrete pile-foundation - Google Patents
Reinforced concrete pile-foundationInfo
- Publication number
- SU601354A1 SU601354A1 SU762410129A SU2410129A SU601354A1 SU 601354 A1 SU601354 A1 SU 601354A1 SU 762410129 A SU762410129 A SU 762410129A SU 2410129 A SU2410129 A SU 2410129A SU 601354 A1 SU601354 A1 SU 601354A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- blocks
- foundation
- reinforced concrete
- grooves
- facing
- Prior art date
Links
Landscapes
- Foundations (AREA)
Description
грунт основани , и бетонировани фунднЕмеита равномерно с двух сторои щитов. Профилированна поверхность смежных блоков с выступами в одном бло-ке, ра.змещенны ми в выемках другого, обеспечивает неразъемность соединени обоих блоков в горизонтальном направлении и исключает возможность взаимного горизонтального смещени и по/ворота блоков, не преп тству их вертикальному взаимному смещению. Вследствие этого равнодействующа вертикальных нагрузок, совмещенна с центром т жести подошвы, равномерно загружает грунт основани фундамента .foundation soil, and concreting the foundation of the foundation evenly from two sides of the shields. The profiled surface of adjacent blocks with protrusions in one block, spaced in the grooves of the other, ensures the one-piece connection of the two blocks in the horizontal direction and eliminates the possibility of mutual horizontal displacement and over / gate of the blocks without preventing their vertical mutual displacement. As a result, the resultant vertical loads, combined with the center of gravity of the sole plate, uniformly load the soil of the foundation base.
Описанна конструкци железобетонного столбчатого фундамента, состо щего из блоков , отделенных друг от друга вертикальным профилирова-нным осадочным щвом с выступами в одном блоке, размещенными .в выемках другого, позвол ет избежать ло влени неравномерных краевых напр жений в грунте осноованн под каждым нз блоков при эксцентричном приложении вертикальной нагрузки , снизить материалоемкость и трудоемкость возведени фундамента.The described construction of a reinforced concrete column foundation consisting of blocks separated from each other by vertical profiled sedimentary protrusion with protrusions in one block placed in the recesses of the other, avoids the development of uneven edge stresses in the ground based under each of the blocks with eccentric application of vertical load, reduce the consumption of materials and the complexity of the construction of the foundation.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762410129A SU601354A1 (en) | 1976-10-06 | 1976-10-06 | Reinforced concrete pile-foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762410129A SU601354A1 (en) | 1976-10-06 | 1976-10-06 | Reinforced concrete pile-foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
SU601354A1 true SU601354A1 (en) | 1978-04-05 |
Family
ID=20679126
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU762410129A SU601354A1 (en) | 1976-10-06 | 1976-10-06 | Reinforced concrete pile-foundation |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU601354A1 (en) |
-
1976
- 1976-10-06 SU SU762410129A patent/SU601354A1/en active
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