CU34518A - STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS - Google Patents

STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS

Info

Publication number
CU34518A
CU34518A CU34518A CU34518A CU34518A CU 34518 A CU34518 A CU 34518A CU 34518 A CU34518 A CU 34518A CU 34518 A CU34518 A CU 34518A CU 34518 A CU34518 A CU 34518A
Authority
CU
Cuba
Prior art keywords
column
concrete
buildings
situ
vessel
Prior art date
Application number
CU34518A
Other languages
Spanish (es)
Inventor
Sotolongo Juan A Tosca
Original Assignee
Ministerio De La Construccion
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 Ministerio De La Construccion filed Critical Ministerio De La Construccion
Priority to CU34518A priority Critical patent/CU34518A/en
Priority to DE19772720042 priority patent/DE2720042C3/en
Priority to GB1982477A priority patent/GB1522583A/en
Priority to SU772480860A priority patent/SU932996A3/en
Priority to DD19895077A priority patent/DD130163A5/en
Priority to CS319877A priority patent/CS222252B2/en
Publication of CU34518A publication Critical patent/CU34518A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

El mismo se relaciona con la construcción de edificios mediante la técnica de la prefabricación. El objetivo fundamental es la simplificación de uniones entre componentes constructivos prefabricados con el óptimo resultado económico. Consiste el sistema en la utilización de doble viga con diafragma transversales espaciados modularmente y cerrado por su parte superior con una losa, producido el conjunto como un solo componente industrial. La losa mencionada puede ser suprimida durante el proceso industrial de fabricación, a distancias modulares según se desee, para formar el vaso por el que pasaría la columna de varios niveles. La unión entre viga y columna se logra con un hormigón in situ del anillo que queda entre la columna y el vaso sin ser necesario la utilización de refuerzo para este hormigón u otros como pasadores, soldaduras etc. Para lograr que el hormigón in situ mencionado sea capaz de soportar y transmitir las fuerzas cortantes y el momento flector que debe resistir la unión, las dos caras interiores de las vigas como las dos caras de la columna vienen dotados desde la industria, con estrías dispuestas en planos inclinados capaces de garantizar el objetivo propuesto. Estos componentes constructivos prefabricados son aplicables a la obtención de sistemas estructurales que pueden ser utilizados en edificaciones para: Edificios Públicos Laboratorios Centros de Ensenanza Superior Hospitales.It is related to the construction of buildings using the prefabrication technique. The fundamental objective is the simplification of unions between prefabricated construction components with the optimum economic result. The system consists of the use of a double beam with transverse diaphragms spaced modularly and closed at the top with a slab, produced as a single industrial component. The mentioned slab can be removed during the industrial manufacturing process, at modular distances as desired, to form the vessel through which the multilevel column would pass. The union between beam and column is achieved with a concrete in situ of the ring that remains between the column and the vessel without the need to use reinforcement for this concrete or others such as pins, welds, etc. In order to achieve that the mentioned concrete in situ is capable of supporting and transmitting the shear forces and the bending moment that the joint must resist, the two interior faces of the beams, as well as the two faces of the column, are provided from the industry, with grooves arranged in inclined planes capable of guaranteeing the proposed objective. These prefabricated construction components are applicable to obtaining structural systems that can be used in buildings for: Public Buildings Laboratories Centers of Higher Education Hospitals.

CU34518A 1976-05-15 1976-05-15 STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS CU34518A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
CU34518A CU34518A (en) 1976-05-15 1976-05-15 STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS
DE19772720042 DE2720042C3 (en) 1976-05-15 1977-05-04 Connection of a prefabricated reinforced concrete beam with longitudinal and transverse ribs and a prefabricated reinforced concrete column extending through several floors of a building
GB1982477A GB1522583A (en) 1976-05-15 1977-05-11 Construction of multi storey buildings
SU772480860A SU932996A3 (en) 1976-05-15 1977-05-13 Butt joint of reinforced concrete girder with column
DD19895077A DD130163A5 (en) 1976-05-15 1977-05-16 COMPOUNDS OF RESISTANT, ROLLED, PRE-PRODUCED COMPONENTS AND METHOD FOR PRODUCING THE CONNECTIONS
CS319877A CS222252B2 (en) 1976-05-15 1977-05-16 Supporting skeleton building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CU34518A CU34518A (en) 1976-05-15 1976-05-15 STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS

Publications (1)

Publication Number Publication Date
CU34518A true CU34518A (en) 1980-10-30

Family

ID=41087293

Family Applications (1)

Application Number Title Priority Date Filing Date
CU34518A CU34518A (en) 1976-05-15 1976-05-15 STRUCTURE OF PREFABRICATED ELONGATED STRONG ELEMENTS AND THEIR JOINTS

Country Status (6)

Country Link
CS (1) CS222252B2 (en)
CU (1) CU34518A (en)
DD (1) DD130163A5 (en)
DE (1) DE2720042C3 (en)
GB (1) GB1522583A (en)
SU (1) SU932996A3 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2276559B1 (en) * 2004-04-27 2008-05-16 Prefabricados Agricolas E Industriales, S.A. RIGID KNOT WITHOUT MENSULES FOR PREFABRICATED CONSTRUCTIONS.
CN107165272B (en) * 2017-06-22 2024-01-30 中国建筑股份有限公司 Prestressed assembled concrete frame node connecting structure and construction method thereof
CN112681514A (en) * 2020-12-24 2021-04-20 上海宝冶集团有限公司 Assembly type node sleeve and installation method thereof

Also Published As

Publication number Publication date
SU932996A3 (en) 1982-05-30
DE2720042A1 (en) 1977-12-08
CS222252B2 (en) 1983-06-24
GB1522583A (en) 1978-08-23
DE2720042B2 (en) 1980-05-22
DD130163A5 (en) 1978-03-08
DE2720042C3 (en) 1981-01-22

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