SU623943A1

SU623943A1 - Multistory building

Info

Publication number: SU623943A1
Application number: SU762352882A
Authority: SU
Inventors: Виталий Антонович Колесник; Михаил Иванович Костырин; Александр Митрофанович Пилюгин; Анатолий Васильевич Томашевский; Валентин Владимирович Савич; Петр Владимирович Толубаев; Виктор Иосифович Яструбинский
Original assignee: Ростовский инженерно-строительный институт
Priority date: 1976-04-21
Filing date: 1976-04-21
Publication date: 1978-09-15

Description

.Изобретение относитс к строительству и может быть использовано при возведении многоэтажных зданий и сооружений с несущим каркасом.The invention relates to construction and can be used in the construction of multi-storey buildings and structures with a supporting frame.

Известны каркасные многоэтажныеKnown frame multi-storey

здани , состо щие из нескольких горизонтальных рам, опирающихс на вертикальные стоики и прикрепленных к ним регулируемыми хомутами FI1.buildings consisting of several horizontal frames supported by vertical stands and attached to them by adjustable clamps FI1.

Ha tбoлee близким техническим решением вл етс многоэтажное здание с расположением колонн с стороны , на KOTOpbfe оперты фермы, расположенные на уровне прецыцушего этажа. На эти фермы оперты несущие поперечные балки, а на них продольные, балки, на которые установлены сборные модули 2.A closer technical solution is a multi-storey building with columns located on the side, on the KOTOpbfe farm houses located at the level of the preceding floor. Bearing cross-beams are supported on these trusses, and longitudinal beams on them, beams on which prefabricated modules are installed.

Недостатком этого здани вл етс То, что при деформации одной из рам будет де(|юрмироватьс - все здание, наличие сборных модулой исключает возможность свободной планировки, а особенность конструкции приводит к большому расходу материалов и увеличению размеров фундамента .The disadvantage of this building is that if one of the frames is deformed, it will de (the whole building, the presence of prefabricated modules eliminates the possibility of free planning, and the design feature leads to a large consumption of materials and an increase in the size of the foundation.

Цель изобретени - исключение вли ни деформации отдельных деталей на здание и удеи-евление строительства.The purpose of the invention is the elimination of the effect of deformation of individual parts on the building and the delay in construction.

Указанна цель достигаетс тем, что в известном многоэтажной здании, вклю . чающем наружные и внутренние жесткие в продольном и поперечном направлени х рамы, содержащие колонны и ригели, перекрыти и наружные стеновые панели, соединенные между собой, все наружные соединени плит перекрытий с ригел ми и стеновыми панел ми выполнены шарнирными , а внутренние соединени плит перекрытий и регелей - жесткими, при этом стеновые панели прикреплены к колоннам .This goal is achieved by the fact that in the famous multi-storey building, including. frame, external and internal rigid in the longitudinal and transverse directions of the frame, containing columns and girders, ceilings and external wall panels interconnected, all external joints of floor slabs with crossbars and wall panels are hinged, and internal joints of floor slabs and rehels - rigid, with wall panels attached to the columns.

На фиг. 1 и 2 изображено предлагаемое здание; на фиг. 3 и 4 - участок сборно-монолитного перекрыти .FIG. 1 and 2 depict the proposed building; in fig. 3 and 4 - precast monolithic overlap section.

Claims

The building consists of external and internal frames, which, in turn, consist of prefabricated columns 1 and crossbars 2 along the perimeter of the building, as well as columns 3 and prefabricated monolithic, transoms inside the building. Floor slabs --5 are hinged on rigepi 2 outer frames and rigidly and crossbars 4 inner frames. Internal precast-monolithic bolts 4 are monolithic together with floor slabs 5. Wall lightweight panels 6 are supported on floor slabs 5 and attached to columns 1. To create equal strength of bolts 4 they have reinforced reinforcement 7 in places of unaligned joints of floor slabs. The outer frames take the load from the floor slabs, the temperature effect and the wind load. When one of the outer frames is deformed due to the hinge connection between them, the effect of the deformation on the entire building is mini-fine. Precast monolithic bolts of internal frames work in conjunction with floor slabs. Technological and economic effect of the use of the described invention is expressed in the possibility of free planning inside the building and, therefore, in its use for various purposes. In addition, the joint operation of the bolts and floor slabs allows reducing the consumption of steel reinforcement by 20%, and the lack of constructive monolithing between the slabs reduces the laboriousness of installation by 30%. The external arrangement of the columns gives them additional functions of light-shielding screens. Claims of a multi-storey building including external and internal rigid in longitudinal and transverse directions frames containing columns and girders, floors and exterior wall panels interconnected, characterized in that in order to reduce the material intensity of the building and to avoid the effect of frame deformation the building, the external joints of the floor slabs with the transom and wall panels, the panels are hinged, and the internal joints of the floor slabs and bolts are rigid, while the wall panels are attached to the columns. Sources of information taken into account in the examination: 1.US Patent J 3771273, cl. 52-236, 1974.

2. The US patent N 3638380, CP. 52-236, 1974.

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