SU697656A1 - Block-of-buildings framework - Google Patents
Block-of-buildings frameworkInfo
- Publication number
- SU697656A1 SU697656A1 SU782579342A SU2579342A SU697656A1 SU 697656 A1 SU697656 A1 SU 697656A1 SU 782579342 A SU782579342 A SU 782579342A SU 2579342 A SU2579342 A SU 2579342A SU 697656 A1 SU697656 A1 SU 697656A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- buildings
- framework
- block
- frame
- buildings framework
- Prior art date
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
(54) КАРКАС КОМПЛЕКСА ЗДАНИЙ(54) FRAME OF THE COMPLEX OF BUILDINGS
II
Изобретение относитс к области строительства и может быть использовано при возведении высотных зданий, особенно при ограниченности свободных от застройки территорий в центральных рай ,онах крупных городов.The invention relates to the field of construction and can be used in the construction of high-rise buildings, especially with limited free areas in central cities, large cities.
Известны высотные здани , несущие каркасы которых из металла и железобетона имеют разнообразные конструктивные схемы.High-rise buildings are known, whose frameworks made of metal and reinforced concrete have various constructive schemes.
Каждое здание строитс отдельно и имеет самосто тельный несущий каркас, не св занный с каркасами других зцв НИИ 1.Each building is built separately and has a self-supporting framework not associated with the frameworks of other scientific research institutes 1.
Основными недостатками таких высо ных зданий вл ютс большой расход материала на несущей конструкции и повышенна деформативность каркаса при работе на горизонтальные, ветровые и сейсмические нагрузки.The main disadvantages of such tall buildings are the high consumption of material on the supporting structure and the increased deformability of the frame when working on horizontal, wind and seismic loads.
Известен также каркас комплексных высотных зданий, выполненный в виде штатива из трех стволов, объединенных общим терекрытием 2. Он устойчив иAlso known is the framework of complex high-rise buildings, made in the form of a tripod of three trunks, united by a common terekryny 2. It is stable and
имеет жесткость при работе на горизо№тальные нагрузки по сравнению с традиционными конструктивными решени ми.It has rigidity when working on horizontal loads compared with traditional design solutions.
Однако при большой высоте здани в несущих стволах штатива возникают большие изгибающие моменты от горизонтальных нагрузок, что приводит к увеличению расхода материалов на каркас; наклон основных несущих элементов каркаса создает значительные затруднени в архитектурно-планировочных решени х и усложн ет конструктивное решение ли4 тов; в процессе монтажа необходимы специальные меропри ти по обеспечению устойчивости каждого ствола каркаса. Что требует дополнительных затрат.However, with a high building height, large bending moments from horizontal loads occur in the supporting trunks of the tripod, which leads to an increase in the consumption of materials for the frame; the inclination of the main supporting elements of the framework creates considerable difficulties in architectural planning decisions and complicates the constructive decision of the participants; During the installation process, special measures are needed to ensure the sustainability of each trunk of the framework. That requires additional costs.
Целью изобретени вл етс повышение несушей способности, жесткости и сейсмостойкости каркасов.The aim of the invention is to increase the holding capacity, rigidity and seismic resistance of the frames.
Дл этого в каркасе комплекса зданий, включающем в себ каркасы or- дельных зданий; объединенные горизонтальными диафрагмами, каркасы объединены в единую пространственную конструк-To do this, in the frame of the building complex, which includes the frames of the individual buildings; united by horizontal diaphragms, the frames are combined into a single spatial structure
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU782579342A SU697656A1 (en) | 1978-02-13 | 1978-02-13 | Block-of-buildings framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU782579342A SU697656A1 (en) | 1978-02-13 | 1978-02-13 | Block-of-buildings framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU697656A1 true SU697656A1 (en) | 1979-11-15 |
Family
ID=20748752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU782579342A SU697656A1 (en) | 1978-02-13 | 1978-02-13 | Block-of-buildings framework |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU697656A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2738521C1 (en) * | 2017-03-17 | 2020-12-14 | Йоханнес ЦИТТМАЙР | Complex of buildings |
-
1978
- 1978-02-13 SU SU782579342A patent/SU697656A1/en active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2738521C1 (en) * | 2017-03-17 | 2020-12-14 | Йоханнес ЦИТТМАЙР | Complex of buildings |
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