UA110298C2 - Jointless ossature without girders and joints building structure - Google Patents

Jointless ossature without girders and joints building structure

Info

Publication number
UA110298C2
UA110298C2 UAA201410072A UAA201410072A UA110298C2 UA 110298 C2 UA110298 C2 UA 110298C2 UA A201410072 A UAA201410072 A UA A201410072A UA A201410072 A UAA201410072 A UA A201410072A UA 110298 C2 UA110298 C2 UA 110298C2
Authority
UA
Ukraine
Prior art keywords
column
cross
columns
longitudinal force
overlapping
Prior art date
Application number
UAA201410072A
Other languages
Russian (ru)
Ukrainian (uk)
Inventor
Hryhorii Viktorovych Chervonobaba
Volodymyr Vasyliovych Azaraiev
Original Assignee
Hryhorii Viktorovych Chervonobaba
Volodymyr Vasyliovych Azaraiev
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hryhorii Viktorovych Chervonobaba, Volodymyr Vasyliovych Azaraiev filed Critical Hryhorii Viktorovych Chervonobaba
Priority to UAA201410072A priority Critical patent/UA110298C2/en
Priority to CN201580059592.7A priority patent/CN107109835A/en
Priority to EA201600638A priority patent/EA034424B1/en
Priority to PCT/UA2015/000084 priority patent/WO2016043689A1/en
Publication of UA110298C2 publication Critical patent/UA110298C2/en

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

Безригельний каркас будівлі споруди включає колони, що розміщені по сітці плану і виконані з кутовим і/або тавровим, і/або хрестоподібним поперечними перерізами, надколонні плити перекриття, що розташовані між верхніми торцями нижніх колон і нижніми торцями верхніх колон і з'єднані з зазначеними торцями колон вільним спиранням через плоскі горизонтальні стикові шви, міжколонні плити перекриття, що розташовані між надколонними плитами перекриття і з'єднані з ними, при цьому колони виконані з дотриманням умов наступних співвідношень:,, де:- ексцентриситет прикладення до і-тої колони подовжньої сили при відсутності сейсмічного впливу,- ексцентриситет прикладення до і-тої колони подовжньої сили в результаті сейсмічного впливу середньої та великої інтенсивності,- осьовий момент опору поперечного перерізу і-тої колони відносно осі, що перпендикулярна лінії, яка проходить через точку прикладення сумарної подовжньої сили і центр тяжіння поперечного перерізу і-тої колони,- загальна площа поперечного перерізу і-тої колони,- подовжня сила, що прикладена до і-тої колони при відсутності сейсмічного впливу,- ексцентриситет прикладення до і-тої колони сумарної подовжньої сили у напрямку сейсмічного впливу, величина якого рівна відстані від центру тяжіння перерізу і-тої колони до зони перерізу з максимальними напругами,- максимальна горизонтальна сила в результаті сейсмічного впливу, що прикладена до і-тої колони у вузлі з'єднання колони з надколонною плитою перекриття,- відстань між торцями і-тої колони,- коефіцієнт, що враховує характер зміни величини, напряму і терміну дії горизонтальної сили, прикладеної до і-тої коThe bezrigelny frame of the structure of the structure includes columns, placed on the grid of the plan and made with angular and / or taurus and / or cross-sectional cross sections, super-columned slabs of overlap, located between the upper ends of the lower columns and the lower ends of the upper columns and connected the ends of the columns by free suspension through flat horizontal joints, intercolumn slabs of overlapping, located between the overlapping slabs of overlapping and connected with them, the columns are made in accordance with the conditions of the following relations: ,, where: - eccentricity of application to the i-th column of longitudinal force in the absence of seismic impact, - eccentricity of application to the i-th column of longitudinal force as a result of medium and high intensity seismic impact, - axial moment of resistance of the cross-section of the i-th column with respect to the perpendicular axis, passing through the point of application of the total longitudinal force and center of gravity of the cross-section of the i-th column - the total cross-sectional area of the i-th column - the longitudinal force applied to the i-th column in the absence seismic impact axes, - eccentricity of application to the ith column of total longitudinal force in the direction of seismic impact, the magnitude of which is equal to the distance from the center of gravity of the cross section and the th column to the section with maximum stresses, - maximum horizontal force due to seismic impact applied to the i-th column at the junction of the column connection with the columnar overlapping plate, - the distance between the ends of the i-th column, - the coefficient taking into account the nature of the change in the magnitude, direction and duration of the horizontal force applied to the i-th co

UAA201410072A 2014-09-15 2014-09-15 Jointless ossature without girders and joints building structure UA110298C2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
UAA201410072A UA110298C2 (en) 2014-09-15 2014-09-15 Jointless ossature without girders and joints building structure
CN201580059592.7A CN107109835A (en) 2014-09-15 2015-09-11 The building without truss, the fabrication being made without crossbeam
EA201600638A EA034424B1 (en) 2014-09-15 2015-09-11 Method of building construction without crossbars
PCT/UA2015/000084 WO2016043689A1 (en) 2014-09-15 2015-09-11 Carcass buildings, constructions made without crossbars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
UAA201410072A UA110298C2 (en) 2014-09-15 2014-09-15 Jointless ossature without girders and joints building structure

Publications (1)

Publication Number Publication Date
UA110298C2 true UA110298C2 (en) 2015-12-10

Family

ID=55171504

Family Applications (1)

Application Number Title Priority Date Filing Date
UAA201410072A UA110298C2 (en) 2014-09-15 2014-09-15 Jointless ossature without girders and joints building structure

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
WO2016043689A8 (en) 2016-05-19
CN107109835A (en) 2017-08-29
EA201600638A1 (en) 2017-01-30
WO2016043689A1 (en) 2016-03-24
EA034424B1 (en) 2020-02-06

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