EA200700926A1 - MULTILEVEL FRAME BUILDING - Google Patents

MULTILEVEL FRAME BUILDING

Info

Publication number
EA200700926A1
EA200700926A1 EA200700926A EA200700926A EA200700926A1 EA 200700926 A1 EA200700926 A1 EA 200700926A1 EA 200700926 A EA200700926 A EA 200700926A EA 200700926 A EA200700926 A EA 200700926A EA 200700926 A1 EA200700926 A1 EA 200700926A1
Authority
EA
Eurasian Patent Office
Prior art keywords
building
frame
floors
columns
storey
Prior art date
Application number
EA200700926A
Other languages
Russian (ru)
Other versions
EA010210B1 (en
Inventor
Александр Иванович Мордич
Юрий Павлович Назаров
Юрий Николаевич Жук
Валерий Николаевич Симбиркин
Original Assignee
Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"»
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=40863252&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EA200700926(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» filed Critical Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"»
Priority to EA200700926A priority Critical patent/EA010210B1/en
Publication of EA200700926A1 publication Critical patent/EA200700926A1/en
Publication of EA010210B1 publication Critical patent/EA010210B1/en

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Изобретение относится к строительству и, в частности, к конструкциям многоэтажных жилых и общественных зданий с повышенной устойчивостью к неравномерным осадкам фундаментов, техногенным и несанкционированным воздействиям. Предлагаемое многоэтажное каркасное здание включает каркас с колоннами 1 и плоскими перекрытиями 2, в плоскости которых в створах колонн 1 размещены ригели. Наружные ограждающие конструкции 4 здания могут быть выполнены в виде поэтажно опертых стен или навешенных на каркас панелей. Здание может иметь подземные объемы 5. Колонны и вертикальные диафрагмы жесткости оперты на фундаментную плиту 7. В нижних частях здания на один или два этажа либо дискретно на промежуточных этажах по высоте здания могут быть выполнены горизонтальные пространственные опорные конструкции в виде плоских безраскосных ферм-балок 8, расположенных во взаимно перпендикулярных направлениях и жестко связанных между собой и с несущим каркасом здания. Безраскосные фермы-балки 8 включают вертикальные стойки, образованные сквозными колоннами 1 каркаса и дополнительными стойками 9 высотой на один или два этажа. Горизонтальные пояса ферм-балок 8 образованы ригелями перекрытий и выполнены с выступающими вниз ребрами. Изобретение решает задачи повышения надежности, универсальности и эффективности многоэтажного каркасного здания, упрощения пространственной несущей конструкции здания и технологии ее устройства.The invention relates to the construction and, in particular, to the structures of multi-storey residential and public buildings with increased resistance to uneven precipitation of foundations, man-made and unauthorized impacts. The proposed multi-storey frame building includes a frame with columns 1 and flat floors 2, in the plane of which in the sections of the columns 1 are placed bolts. External enclosing structures 4 of the building can be made in the form of floor-supported walls or panels hung on the frame. The building may have underground volumes of 5. Columns and vertical diaphragms of rigidity are supported on the foundation slab 7. In the lower parts of the building one or two floors or discretely on intermediate floors along the height of the building horizontal spatial supporting structures in the form of flat beamed slats can be made 8 located in mutually perpendicular directions and rigidly connected with each other and with the supporting frame of the building. Bezrakosnye truss beams 8 include vertical racks, formed through the columns of the frame 1 and additional racks 9 in height on one or two floors. The horizontal belts of the truss beams 8 are formed by girders of floors and are made with ribs protruding downwards. The invention solves the problem of increasing the reliability, versatility and efficiency of a multi-storey frame building, simplifying the spatial bearing structure of the building and the technology of its device.

EA200700926A 2007-05-23 2007-05-23 Multi-storey skeleton-type building EA010210B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EA200700926A EA010210B1 (en) 2007-05-23 2007-05-23 Multi-storey skeleton-type building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EA200700926A EA010210B1 (en) 2007-05-23 2007-05-23 Multi-storey skeleton-type building

Publications (2)

Publication Number Publication Date
EA200700926A1 true EA200700926A1 (en) 2008-06-30
EA010210B1 EA010210B1 (en) 2008-06-30

Family

ID=40863252

Family Applications (1)

Application Number Title Priority Date Filing Date
EA200700926A EA010210B1 (en) 2007-05-23 2007-05-23 Multi-storey skeleton-type building

Country Status (1)

Country Link
EA (1) EA010210B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2596228C1 (en) * 2015-06-19 2016-09-10 Борис Никифорович Сушенцев Bearing structure of multistorey building structure (versions) and method of erection of multistorey long span structure
RU2613386C2 (en) * 2015-08-14 2017-03-16 Федеральное государственное бюджетное образовательное учреждение высшего образования "Калмыцкий государственный университет имени Б.Б. Городовикова" Earthquake-resistant high-rise building
RU2606895C1 (en) * 2015-08-17 2017-01-10 Федеральное государственное бюджетное образовательное учреждение высшего образования "Калмыцкий государственный университет" High-rise building of increased stability

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3638380A (en) * 1969-10-10 1972-02-01 Walter Kidde Constructors Inc Modular high-rise structure
JPH1046661A (en) * 1996-08-08 1998-02-17 Nkk Corp Building under staggered truss structure
JP3690481B2 (en) * 1999-10-05 2005-08-31 清水建設株式会社 Building construction method
RU2226593C2 (en) * 2002-07-08 2004-04-10 Научно-Исследовательское И Экспериментально-Проектное Республиканское Унитарное Предприятие "Институт Белниис" Composite multi-store building frame made of reinforced concrete

Also Published As

Publication number Publication date
EA010210B1 (en) 2008-06-30

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Legal Events

Date Code Title Description
QB4A Registration of a licence in a contracting state
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 KG MD TJ TM

QB4A Registration of a licence in a contracting state
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): BY KZ

QB4A Registration of a licence in a contracting state
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): RU

NF4A Restoration of lapsed right to a eurasian patent

Designated state(s): RU

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): RU