CO5930084A1 - SYSTEM OF DIRECT FOUNDATIONS OF THE CONSTRUCTION SYSTEM WALLS - Google Patents

SYSTEM OF DIRECT FOUNDATIONS OF THE CONSTRUCTION SYSTEM WALLS

Info

Publication number
CO5930084A1
CO5930084A1 CO07134638A CO07134638A CO5930084A1 CO 5930084 A1 CO5930084 A1 CO 5930084A1 CO 07134638 A CO07134638 A CO 07134638A CO 07134638 A CO07134638 A CO 07134638A CO 5930084 A1 CO5930084 A1 CO 5930084A1
Authority
CO
Colombia
Prior art keywords
foundation
walls
slab
sections
external
Prior art date
Application number
CO07134638A
Other languages
Spanish (es)
Inventor
Malpica Oscar Enrique Bracho
Original Assignee
Malpica Oscar Enrique Bracho
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 Malpica Oscar Enrique Bracho filed Critical Malpica Oscar Enrique Bracho
Publication of CO5930084A1 publication Critical patent/CO5930084A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra

Abstract

? Un sistema de fundaciones directas de las paredes para un sistema constructivo conformado por tres componentes estructurales como son: un componente vertical que es un cajón prismático que es sometido a una carga axial de compresión y cuyas paredes externas (1) e internas (2) están estribadas verticalmente a intervalos de aproximadamente 18 veces el espesor de éstas, y horizontalmente por placas de cimentación, un componente horizontal conformado por una losa de fundación (6) y reforzada con mafia, y un tercer componente también horizontal el cual es la losa de fundación (6) y que se encuentra constituido por una placa rectangular continua, en donde dicho sistema de fundaciones se conforma al: - prolongar al subsuelo el conjunto de paredes externas (1) hasta apoyarlas sobre una tira de fundación perimetral (3) de ancho (a) que se encuentra a una profundidad (h) y en donde las paredes externas (1) y tira de fundación perimetral (3) se encuentran acoplados por trabas horizontales de concreto vaciadas en la primera hitada de los bloques apoyados sobre la tira de fundación (3) para el caso de las secciones de BB de las paredes externas (1) y por el vaciado de traba vertical para el caso de las secciones AA de las paredes externas (1), - asentar las secciones AA de las paredes internas (2) sobre la placa de concreto armado vaciado directamente sobre losa de fundación (6) y asentar las secciones BB al incorporar barras de transferencia (7) entre la losa de fundación (6) del conjunto de paredes internas (2) que se apoyan sobre dicha losa de fundación (6), - incorporar pernos de anclaje (8) entre la(s) losa(s) de entrepiso(s) y techo y todas las trabas verticales del conjunto de paredes externas (1), así como también, en las barras de refuerzo horizontales (9) en todo el perímetro y el relleno de concreto (10) de toda la primera hilada de bloques apoyados sobre la(s) losa(s). <EMI FILE="07134638_1" ID="1" IMF=JPEG HE=50 WI=50 >? A system of direct foundations of the walls for a construction system consisting of three structural components such as: a vertical component that is a prismatic drawer that is subjected to an axial compression load and whose external (1) and internal walls (2) are splined vertically at intervals of approximately 18 times the thickness of these, and horizontally by foundation plates, a horizontal component formed by a foundation slab (6) and reinforced with mafia, and a third horizontal component also which is the foundation slab (6) and which is constituted by a continuous rectangular plate, where said system of foundations is formed by: - extending to the subsoil the set of external walls (1) until they are supported on a strip of perimeter foundation (3) wide a) that is at a depth (h) and where the outer walls (1) and perimeter foundation strip (3) are coupled by horizontal locks of concrete emptied in the first row of the blocks supported on the foundation strip (3) in the case of the BB sections of the external walls (1) and by the emptying of vertical locks in the case of the AA sections of the external walls (1), - seat the sections AA of the internal walls (2) on the reinforced concrete plate emptied directly on the foundation slab (6) and seat the sections BB by incorporating transfer bars (7) between the slab of foundation (6) of the set of internal walls (2) that rest on said foundation slab (6), - incorporate anchor bolts (8) between the mezzanine slab (s) and roof and all the vertical locks of the set of external walls (1), as well as, in the horizontal reinforcement bars (9) throughout the perimeter and the concrete filling (10) of the entire first row of blocks supported on the (s) ) slab (s). <EMI FILE = "07134638_1" ID = "1" MFI = JPEG HE = 50 WI = 50>

CO07134638A 2006-12-20 2007-12-20 SYSTEM OF DIRECT FOUNDATIONS OF THE CONSTRUCTION SYSTEM WALLS CO5930084A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
VE297106 2006-12-20

Publications (1)

Publication Number Publication Date
CO5930084A1 true CO5930084A1 (en) 2008-06-27

Family

ID=39593094

Family Applications (1)

Application Number Title Priority Date Filing Date
CO07134638A CO5930084A1 (en) 2006-12-20 2007-12-20 SYSTEM OF DIRECT FOUNDATIONS OF THE CONSTRUCTION SYSTEM WALLS

Country Status (6)

Country Link
US (1) US20080163583A1 (en)
BR (1) BRPI0704607A (en)
CO (1) CO5930084A1 (en)
EC (1) ECSP078034A (en)
ES (1) ES2340237B1 (en)
MX (1) MX2007016420A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112627187B (en) * 2020-12-03 2022-07-12 中国建筑股份有限公司 Vertical support assembly and construction method of foundation pit vertical support

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2807629B2 (en) * 1994-02-23 1998-10-08 ナショナル住宅産業株式会社 Outdoor wall
CA2264415C (en) * 1999-03-02 2005-08-16 Hector Enrique Chavez Gandara Multispace 2000 h.ch.g.
DE10103080B4 (en) * 2001-01-24 2013-01-03 Schnuch-Sb-Baustoffe Gmbh formwork
ES1053690Y (en) * 2002-12-31 2003-08-16 Sist Constructivo Vipap C A STRUCTURE FOR HOUSING CONSTRUCTION.
US8186128B2 (en) * 2004-03-10 2012-05-29 Way Alven J Multi-storey insulated concrete foam building

Also Published As

Publication number Publication date
ECSP078034A (en) 2008-07-30
US20080163583A1 (en) 2008-07-10
ES2340237B1 (en) 2011-05-16
ES2340237A1 (en) 2010-05-31
BRPI0704607A (en) 2008-08-12
MX2007016420A (en) 2009-02-16

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Legal Events

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