EA201800645A3 - NON-BEARING FRAME FROM MONOLITHIC REINFORCED CONCRETE WITH USUAL REINFORCEMENT FOR SEISMIC AREAS - Google Patents

NON-BEARING FRAME FROM MONOLITHIC REINFORCED CONCRETE WITH USUAL REINFORCEMENT FOR SEISMIC AREAS

Info

Publication number
EA201800645A3
EA201800645A3 EA201800645A EA201800645A EA201800645A3 EA 201800645 A3 EA201800645 A3 EA 201800645A3 EA 201800645 A EA201800645 A EA 201800645A EA 201800645 A EA201800645 A EA 201800645A EA 201800645 A3 EA201800645 A3 EA 201800645A3
Authority
EA
Eurasian Patent Office
Prior art keywords
slab
equal
height
section
working reinforcement
Prior art date
Application number
EA201800645A
Other languages
Russian (ru)
Other versions
EA201800645A2 (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 EA201800645A2 publication Critical patent/EA201800645A2/en
Publication of EA201800645A3 publication Critical patent/EA201800645A3/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
    • E04B1/38—Connections for building structures in general
    • 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
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Изобретение относится к строительству, а именно к промышленному и гражданскому строительству, при котором уменьшается строительная высота помещений и в целом всего здания, уменьшается трудоемкость опалубочных работ. Сущность изобретение заключается в том, что в плите скрыта балка высотой, равной высоте плиты, и шириной (условной), равной ширине сечения колонны, и армированная с рабочей арматурой сечением, равным половине сечения рабочей арматуры плиты-балки, плита-балка, выполняет роль рамной конструкции, которая обеспечивает пространственную жесткость конструкции и имеет прямоугольное сечение шириной, равной одной четвертой части пролета с каждой стороны оси колонн, и высотой, равной высоте сечению плиты, площадь рабочей арматуры плиты-балки делится на две равные части, которые размещаются виде рабочей арматуры скрытой балки и армосеток плиты, соединение плиты-балки с колонной осуществляется при помощи опорного столика с воротником заводского изготовления, которая приваривается к рабочей арматуры колонны. Принцип работы предлагаемого каркаса из монолитного железобетона основан на совместной работе плиты-балки с колонной, представляющей жесткий узел рамного каркаса.The invention relates to construction, namely to industrial and civil construction, in which the construction height of the premises and the whole building is reduced, the complexity of formwork is reduced. The essence of the invention lies in the fact that the beam is hidden in the slab with a height equal to the height of the slab, and a width (conditional) equal to the width of the column section, and reinforced with working reinforcement with a cross section equal to half the cross section of the working reinforcement of the slab-beam, slab-beam, plays the role frame structure, which provides spatial structural rigidity and has a rectangular section with a width equal to one fourth of the span on each side of the axis of the columns, and a height equal to the height of the section of the slab, the area of the working reinforcement of the slab-beam is divided into two equal parts, which are placed in the form of working reinforcement hidden beams and plate grid connections, the beam-plate connection with the column is carried out using a supporting table with a factory-made collar, which is welded to the working reinforcement of the column. The principle of operation of the proposed frame made of monolithic reinforced concrete is based on the joint work of a slab-beam with a column representing a rigid node of the frame frame.

EA201800645A 2017-12-05 2018-12-04 NON-BEARING FRAME FROM MONOLITHIC REINFORCED CONCRETE WITH USUAL REINFORCEMENT FOR SEISMIC AREAS EA201800645A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TJ1701165 2017-12-05

Publications (2)

Publication Number Publication Date
EA201800645A2 EA201800645A2 (en) 2019-12-30
EA201800645A3 true EA201800645A3 (en) 2020-02-28

Family

ID=69061899

Family Applications (1)

Application Number Title Priority Date Filing Date
EA201800645A EA201800645A3 (en) 2017-12-05 2018-12-04 NON-BEARING FRAME FROM MONOLITHIC REINFORCED CONCRETE WITH USUAL REINFORCEMENT FOR SEISMIC AREAS

Country Status (1)

Country Link
EA (1) EA201800645A3 (en)

Also Published As

Publication number Publication date
EA201800645A2 (en) 2019-12-30

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