RU2000133028A - CONSTRUCTIVE SYSTEM OF A MULTI-STOREY BUILDING AND METHOD OF ITS BUILDING (OPTIONS) - Google Patents
CONSTRUCTIVE SYSTEM OF A MULTI-STOREY BUILDING AND METHOD OF ITS BUILDING (OPTIONS)Info
- Publication number
- RU2000133028A RU2000133028A RU2000133028/03A RU2000133028A RU2000133028A RU 2000133028 A RU2000133028 A RU 2000133028A RU 2000133028/03 A RU2000133028/03 A RU 2000133028/03A RU 2000133028 A RU2000133028 A RU 2000133028A RU 2000133028 A RU2000133028 A RU 2000133028A
- Authority
- RU
- Russia
- Prior art keywords
- columns
- floor
- plates
- column
- monolithic
- Prior art date
Links
- 238000009434 installation Methods 0.000 claims 12
- 239000004567 concrete Substances 0.000 claims 11
- 230000002787 reinforcement Effects 0.000 claims 5
- 210000001503 Joints Anatomy 0.000 claims 4
- 239000011150 reinforced concrete Substances 0.000 claims 4
- 230000003014 reinforcing Effects 0.000 claims 4
- 238000010276 construction Methods 0.000 claims 2
- 239000000463 material Substances 0.000 claims 2
- 239000004793 Polystyrene Substances 0.000 claims 1
- 230000000875 corresponding Effects 0.000 claims 1
- 238000009408 flooring Methods 0.000 claims 1
- 238000009415 formwork Methods 0.000 claims 1
- 238000009413 insulation Methods 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 229920002223 polystyrene Polymers 0.000 claims 1
- 230000000284 resting Effects 0.000 claims 1
- 238000011144 upstream manufacturing Methods 0.000 claims 1
Claims (9)
где V - усилие продавливания надколонной плиты колонной при действии на перекрытие расчетной вертикальной нагрузки, α - угол наклона внутренней грани сквозного отверстия, RS - расчетное сопротивление на растяжение арматурных стержней, β = 0,45 - эмпирический коэффициент, установленный испытаниями авторов и учитывающий бетон стыка.3. The structural system of the building in paragraphs. 1 and 2, characterized in that the columns of the frame are made of square section, and the required cross-sectional area of each group of rods of the upper working reinforcement of the column columns at each face of the hole should be greater than the value determined by the formula
where V is the force of pushing the column plate under the column when the calculated vertical load acts on the overlap, α is the angle of inclination of the inner face of the through hole, R S is the calculated tensile strength of the reinforcing bars, β = 0.45 is the empirical coefficient established by the authors' tests and taking into account concrete junction.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BY20000785 | 2000-08-21 | ||
BYA20000785 | 2000-08-21 |
Publications (2)
Publication Number | Publication Date |
---|---|
RU2000133028A true RU2000133028A (en) | 2002-11-20 |
RU2197578C2 RU2197578C2 (en) | 2003-01-27 |
Family
ID=4083797
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
RU2000133028A RU2197578C2 (en) | 2000-08-21 | 2000-12-28 | Structural system of multistory building and process of its erection ( variants ) |
Country Status (1)
Country | Link |
---|---|
RU (1) | RU2197578C2 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE364754T1 (en) | 2003-06-02 | 2007-07-15 | Yurkevich Engineering Bureau L | REINFORCED CONCRETE COLUMNS IN EARTH EXCAVATIONS AND METHOD FOR CONSTRUCTING THESE COLUMNS |
EA014814B1 (en) * | 2008-03-04 | 2011-02-28 | Общество С Ограниченной Ответственностью "Научно-Технический И Экспериментально-Проектный Центр "Аркос" | External wall for multistorey frame building arkos |
RU2549342C2 (en) * | 2013-08-27 | 2015-04-27 | Федеральное Государственное Автономное Образовательное Учреждение Высшего Профессионального Образования "Дальневосточный Федеральный Университет" (Двфу) | Attachment assembly of columns and floor slab |
CN109487922A (en) * | 2018-11-14 | 2019-03-19 | 仇国辉 | System solves external wall leakproof anti-seepage heat insulating heat-insulating decorative anti-dropout construction technology |
CN109826485B (en) * | 2019-01-19 | 2024-03-01 | 江苏景灿钢杆有限公司 | Prefabricated base of communication tower and prefabrication process thereof |
-
2000
- 2000-12-28 RU RU2000133028A patent/RU2197578C2/en not_active IP Right Cessation
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