EA201900021A3 - FRAMELESS FRAME FROM MONOLITHIC REINFORCED CONCRETE FOR SEISMIC AREAS WITH COMBINED REINFORCEMENT - Google Patents

FRAMELESS FRAME FROM MONOLITHIC REINFORCED CONCRETE FOR SEISMIC AREAS WITH COMBINED REINFORCEMENT

Info

Publication number
EA201900021A3
EA201900021A3 EA201900021A EA201900021A EA201900021A3 EA 201900021 A3 EA201900021 A3 EA 201900021A3 EA 201900021 A EA201900021 A EA 201900021A EA 201900021 A EA201900021 A EA 201900021A EA 201900021 A3 EA201900021 A3 EA 201900021A3
Authority
EA
Eurasian Patent Office
Prior art keywords
reinforcement
slab
combined
basalt
plastic
Prior art date
Application number
EA201900021A
Other languages
Russian (ru)
Other versions
EA037678B1 (en
EA201900021A2 (en
Inventor
Лутфуллоджон Шарипов
Джамшеди Джалол Ахмадзода
Ахмаджон Джамолиддинович Рахмонов
Ихтиёр Субхонкулович Муминов
Комилджон Абдурауфович Хамидов
Original Assignee
Лутфуллоджон Шарипов
Джамшеди Джалол Ахмадзода
Ахмаджон Джамолиддинович Рахмонов
Ихтиёр Субхонкулович Муминов
Комилджон Абдурауфович Хамидов
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 Лутфуллоджон Шарипов, Джамшеди Джалол Ахмадзода, Ахмаджон Джамолиддинович Рахмонов, Ихтиёр Субхонкулович Муминов, Комилджон Абдурауфович Хамидов filed Critical Лутфуллоджон Шарипов
Publication of EA201900021A2 publication Critical patent/EA201900021A2/en
Publication of EA201900021A3 publication Critical patent/EA201900021A3/en
Publication of EA037678B1 publication Critical patent/EA037678B1/en

Links

Classifications

    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Изобретение относится к строительству, а именно промышленному и гражданскому строительству, при котором уменьшается строительная высота помещений, материалоемкость конструкции и в целом всего здания, снижается трудоемкость опалубочных работ. Сущность изобретения заключается в том, что перекрытия из монолитного железобетона с комбинированным (стальным и базальт-пластиковым) армированием основаны на совместной работе плиты-балки с колонной, представляющей жесткий узел рамного каркаса. Сплошная плита междуэтажного перекрытия и покрытия с базальт-пластиковым армированием разделена на плиту-балку, которая по осям колонн выполняет роль балок, и среднюю плиту. Жесткое соединение плиты с колонной образует рамную конструкцию, в которой все элементы перекрытия монолитно связаны между собой. Плита-балка армируется комбинированным армокаркасом, который состоит из верхней комбинированной рабочей арматуры - две стержневые стальные и две базальт-пластиковые арматуры, которые при помощи поперечной арматуры и вязальных проволок объединяются в пространственный армокаркас. Опорный столик стыка плиты имеет только стальную арматуру, которая приваривается к нему, а композитная арматура вставляется при создании армокаркаса.The invention relates to construction, namely industrial and civil construction, in which the building height of the premises is reduced, the material consumption of the structure and the whole building as a whole, the labor intensity of the formwork is reduced. The essence of the invention lies in the fact that slabs made of monolithic reinforced concrete with combined (steel and basalt-plastic) reinforcement are based on the joint work of a slab-beam with a column representing a rigid node of the frame frame. A solid slab of interfloor flooring and coverings with basalt-plastic reinforcement is divided into a slab-beam, which acts as beams along the axes of the columns, and a middle slab. The rigid connection of the slab with the column forms a frame structure, in which all the elements of the floor are monolithically interconnected. The slab-beam is reinforced with a combined reinforcement cage, which consists of an upper combined working reinforcement - two steel bar and two basalt-plastic reinforcement, which are combined into a spatial reinforcement cage with the help of transverse reinforcement and tying wires. The support table of the slab joint has only steel reinforcement, which is welded to it, and the composite reinforcement is inserted when the reinforcement cage is created.

EA201900021A 2017-12-05 2018-12-04 Reinforced concrete frame without collar beams for seismic areas with combined reinforcement EA037678B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TJ1701164 2017-12-05

Publications (3)

Publication Number Publication Date
EA201900021A2 EA201900021A2 (en) 2019-12-30
EA201900021A3 true EA201900021A3 (en) 2020-02-28
EA037678B1 EA037678B1 (en) 2021-04-29

Family

ID=69061892

Family Applications (1)

Application Number Title Priority Date Filing Date
EA201900021A EA037678B1 (en) 2017-12-05 2018-12-04 Reinforced concrete frame without collar beams for seismic areas with combined reinforcement

Country Status (1)

Country Link
EA (1) EA037678B1 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2481946C2 (en) * 2011-08-18 2013-05-20 Христофор Авдеевич Джантимиров Method of making decorative reinforced concrete articles
RU2591994C1 (en) * 2015-11-03 2016-07-20 Евгений Викторович Автономов Connection node for column and floor slab for beamless non-column cap building frame

Also Published As

Publication number Publication date
EA037678B1 (en) 2021-04-29
EA201900021A2 (en) 2019-12-30

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