EA200602233A2 - TEAM AND MONOLITH COVERAGE FRAME BUILDING (VARIANTS) - Google Patents

TEAM AND MONOLITH COVERAGE FRAME BUILDING (VARIANTS)

Info

Publication number
EA200602233A2
EA200602233A2 EA200602233A EA200602233A EA200602233A2 EA 200602233 A2 EA200602233 A2 EA 200602233A2 EA 200602233 A EA200602233 A EA 200602233A EA 200602233 A EA200602233 A EA 200602233A EA 200602233 A2 EA200602233 A2 EA 200602233A2
Authority
EA
Eurasian Patent Office
Prior art keywords
monolithic
floor
prefabricated
shelf
crossbar
Prior art date
Application number
EA200602233A
Other languages
Russian (ru)
Other versions
EA200602233A3 (en
EA009138B1 (en
Inventor
Николай Павлович СЕЛИВАНОВ
Владимир Александрович Шембаков
Original Assignee
Николай Павлович СЕЛИВАНОВ
Владимир Александрович Шембаков
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 Николай Павлович СЕЛИВАНОВ, Владимир Александрович Шембаков filed Critical Николай Павлович СЕЛИВАНОВ
Publication of EA200602233A2 publication Critical patent/EA200602233A2/en
Publication of EA200602233A3 publication Critical patent/EA200602233A3/en
Publication of EA009138B1 publication Critical patent/EA009138B1/en

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Изобретение относится к области строительства и может быть использовано при возведении жилых, общественных и административных зданий и сооружений, а также при их восстановлении или реконструкции. Сборно-монолитное перекрытие каркасного здания согласно первому варианту изобретения включает монолитно соединенные с колоннами каркаса сборно-монолитные ригели, по крайней мере один из которых выполнен с нижней частью преимущественно в виде уширенной сборной полки, образующей, по крайней мере, после выполнения монолитной верхней части ригеля один или два боковых протяженных по длине консольных свеса для опирания на них плит перекрытия торцами и/или боковыми гранями и верхней монолитной частью, содержащей в поперечном сечении стенку и верхнюю уширенную полку с одним или двумя ответными нижним свесами, примоноличенными по крайней мере к одной опертой на ригель плите перекрытия, а также опертые на ригели плиты перекрытия, при этом смонтированная в перекрытии сборная часть выполнена предварительно напряженной преимущественно в виде нижней полки ригеля с выпусками продольной и поперечной арматуры, причем выпуски поперечной арматуры установлены, по крайней мере, в пролетной части ригеля и выполнены состоящими из хомутов или системы стержней, замоноличенных в нижнюю сборную часть ригеля в процессе ее изготовления и объединенных поверху не менее чем одной арматурной сеткой, и выведены вершинами выше верхней части опертых на ригель плит перекрытия, по крайней мере, в зоне примыкания ригеля к колонне на длине не менее одной трети пролета ригеля. Технический результат, обеспечиваемый приведенной совокупностью существенныхThe invention relates to the field of construction and can be used in the construction of residential, public and administrative buildings and structures, as well as their restoration or reconstruction. The prefabricated monolithic overlap of the frame building according to the first embodiment of the invention includes prefabricated monolithic girders connected to the pillars of the frame, at least one of which is made with the lower part mainly in the form of an expanded modular shelf forming at least after the monolithic upper part of the transom one or two lateral cantilever overhangs, extended along the length, for supporting the slabs on them with the ends and / or side faces and the upper monolithic part containing a wall in cross section and an upper, wider shelf with one or two reciprocal lower overhangs attached to at least one floor slab supported, and also floor slab supported on the beams, while the prefabricated part mounted in the floor is pre-stressed predominantly in the form of a bottom shelf of the crossbar with outlets longitudinal and transverse reinforcement, and the issues of transverse reinforcement are installed at least in the span of the bolt and are made up of clamps or a system of rods embedded in the lower part molecular weight part deadbolt during its manufacture and pooled on top of at least one reinforcing mesh vertices and withdrawn above the top of the deadbolt on the supported floor slabs, at least in the zone of adjacency crossbar to the column over a length of at least one third passage of bolts. The technical result provided by the above set of essential

EA200602233A 2005-09-09 2006-09-05 Precast with cast-in-place floor slab of skeleton-type building (variants) EA009138B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2005128082/03A RU2285772C1 (en) 2005-09-09 2005-09-09 Composite floor panel for skeleton-type building (variants)

Publications (3)

Publication Number Publication Date
EA200602233A2 true EA200602233A2 (en) 2007-04-27
EA200602233A3 EA200602233A3 (en) 2007-06-29
EA009138B1 EA009138B1 (en) 2007-10-26

Family

ID=37437898

Family Applications (1)

Application Number Title Priority Date Filing Date
EA200602233A EA009138B1 (en) 2005-09-09 2006-09-05 Precast with cast-in-place floor slab of skeleton-type building (variants)

Country Status (2)

Country Link
EA (1) EA009138B1 (en)
RU (1) RU2285772C1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060738B (en) * 2014-06-30 2016-05-18 沈阳建大工程检测咨询有限公司 Reserved cast-in-place band assembled integral concrete floor
RU2603106C1 (en) * 2015-07-21 2016-11-20 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тамбовский государственный технический университет" (ФГБОУ ВО "ТГТУ") Covering building, structure

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2020210C1 (en) * 1992-01-16 1994-09-30 Белорусский научно-исследовательский институт по строительству Госстроя Республики Беларусь Framework of multistory building
CA2191384A1 (en) * 1995-12-01 1997-06-02 Takeshige Shimonohara Structure members and a method of jointing the same
RU2087633C1 (en) * 1996-03-22 1997-08-20 Акционерное общество закрытого типа "Московская строительная компания" Sectional-monolithic framework of multistory buildings and method for its erection
RU2198269C1 (en) * 2001-09-05 2003-02-10 Селиванов Николай Павлович Building, structure

Also Published As

Publication number Publication date
EA200602233A3 (en) 2007-06-29
EA009138B1 (en) 2007-10-26
RU2285772C1 (en) 2006-10-20

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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): TM

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 RU