EA201600638A1 - NON-CRIME FRAME BUILDINGS, FACILITIES - Google Patents
NON-CRIME FRAME BUILDINGS, FACILITIESInfo
- Publication number
- EA201600638A1 EA201600638A1 EA201600638A EA201600638A EA201600638A1 EA 201600638 A1 EA201600638 A1 EA 201600638A1 EA 201600638 A EA201600638 A EA 201600638A EA 201600638 A EA201600638 A EA 201600638A EA 201600638 A1 EA201600638 A1 EA 201600638A1
- Authority
- EA
- Eurasian Patent Office
- Prior art keywords
- columns
- building
- floor slabs
- structures
- crime
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Изобретение относится к строительству, в частности к конструкциям сборно-каркасных зданий и сооружений. Безригельный каркас здания, сооружения содержит колонны, расположенные по сетке плана и выполненные с угловым, и/или тавровым, и/или крестообразным поперечным сечением, надколонные плиты перекрытия, расположенные между верхними торцами нижних колонн и нижними торцами верхних колонн и соединенные с указанными торцами колонн свободным опиранием через плоские горизонтальные стыковые швы, межколонные плиты перекрытия, расположенные между надколонными плитами перекрытия и соединенные с ними. Техническим результатом является повышение сейсмической устойчивости здания, сооружения в условиях сейсмических воздействий средней и большой интенсивности без использования дополнительных элементов в конструктивной схеме здания, сооружения.The invention relates to the construction, in particular to the structures of prefabricated buildings and structures. The bezrigelny frame of the building, the structure contains columns located along the grid of the plan and made with an angular and / or T-shaped and / or cruciform cross-section, floor-standing floor slabs located between the upper ends of the lower columns and the lower ends of the upper columns and connected to the specified ends of the columns free support through flat horizontal butt joints, annular floor slabs, located between the floor slabs and connected to them. The technical result is to increase the seismic stability of a building, a structure under seismic conditions of medium and high intensity without using additional elements in the constructive scheme of a building or structure.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
UAA201410072A UA110298C2 (en) | 2014-09-15 | 2014-09-15 | Jointless ossature without girders and joints building structure |
PCT/UA2015/000084 WO2016043689A1 (en) | 2014-09-15 | 2015-09-11 | Carcass buildings, constructions made without crossbars |
Publications (2)
Publication Number | Publication Date |
---|---|
EA201600638A1 true EA201600638A1 (en) | 2017-01-30 |
EA034424B1 EA034424B1 (en) | 2020-02-06 |
Family
ID=55171504
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EA201600638A EA034424B1 (en) | 2014-09-15 | 2015-09-11 | Method of building construction without crossbars |
Country Status (4)
Country | Link |
---|---|
CN (1) | CN107109835A (en) |
EA (1) | EA034424B1 (en) |
UA (1) | UA110298C2 (en) |
WO (1) | WO2016043689A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107386431B (en) * | 2017-08-30 | 2020-04-10 | 刘祥锦 | Plate column structure assembly system and floor slab prefabricated part thereof |
CN109440992B (en) * | 2018-10-16 | 2020-09-25 | 北京工业大学 | Full-dry type prefabricated assembly concrete slab-column structure system |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1606629A1 (en) | 1988-06-27 | 1990-11-15 | Научно-Проектно-Строительное Объединение "Монолит" | Girderless floor |
GB9614960D0 (en) * | 1996-07-16 | 1996-09-04 | R O Rourke And Son Limited | Improvements in or relating to concrete structures |
RU2247812C2 (en) * | 2001-04-03 | 2005-03-10 | Общество с ограниченной ответственностью "Научно-проектное общество КУБ"НПО"КУБ" | Reinforced concrete building frame having no collar beams and capitals |
JP4000317B2 (en) * | 2004-02-05 | 2007-10-31 | 戸田建設株式会社 | Column / beam joint structure |
CN101215856B (en) * | 2007-12-27 | 2010-08-25 | 河北理工大学 | Steel tube concrete column-plate hinged joint node |
JP2010285783A (en) * | 2009-06-10 | 2010-12-24 | Shimizu Corp | Aseismatic structure and method for construction therefor |
UA99847C2 (en) | 2010-08-09 | 2012-10-10 | Григорий Викторович Червонобаба | Girderless frame of a building, construction |
US20140123580A1 (en) * | 2012-11-06 | 2014-05-08 | Bret McLean | Composite concrete framing system with precast composite concrete columns and precast composite concrete beams |
CN203546900U (en) * | 2013-11-04 | 2014-04-16 | 上海理工大学 | Building |
-
2014
- 2014-09-15 UA UAA201410072A patent/UA110298C2/en unknown
-
2015
- 2015-09-11 EA EA201600638A patent/EA034424B1/en not_active IP Right Cessation
- 2015-09-11 WO PCT/UA2015/000084 patent/WO2016043689A1/en active Application Filing
- 2015-09-11 CN CN201580059592.7A patent/CN107109835A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
WO2016043689A8 (en) | 2016-05-19 |
WO2016043689A1 (en) | 2016-03-24 |
EA034424B1 (en) | 2020-02-06 |
UA110298C2 (en) | 2015-12-10 |
CN107109835A (en) | 2017-08-29 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM4A | Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s) |
Designated state(s): AM AZ BY KG TJ TM |