MX2019012962A - Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps. - Google Patents

Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps.

Info

Publication number
MX2019012962A
MX2019012962A MX2019012962A MX2019012962A MX2019012962A MX 2019012962 A MX2019012962 A MX 2019012962A MX 2019012962 A MX2019012962 A MX 2019012962A MX 2019012962 A MX2019012962 A MX 2019012962A MX 2019012962 A MX2019012962 A MX 2019012962A
Authority
MX
Mexico
Prior art keywords
variable width
caps
lightened
construction system
reinforced concrete
Prior art date
Application number
MX2019012962A
Other languages
Spanish (es)
Inventor
Cano Carlos Fernando Vázquez
Original Assignee
Carlos Fernando Vazquez Cano
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 Carlos Fernando Vazquez Cano filed Critical Carlos Fernando Vazquez Cano
Priority to MX2019012962A priority Critical patent/MX2019012962A/en
Publication of MX2019012962A publication Critical patent/MX2019012962A/en

Links

Landscapes

  • Building Environments (AREA)

Abstract

The present invention aims to provide a lightened concrete slab construction system that comprises a set of joists and vaults of variable width based on the variable distribution of bending and shear stresses throughout the said structure. The system allows obtaining significant savings in concrete and steel used in the construction of a lightened slab, thus optimizing the sound and heat insulation properties.
MX2019012962A 2019-10-31 2019-10-31 Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps. MX2019012962A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
MX2019012962A MX2019012962A (en) 2019-10-31 2019-10-31 Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
MX2019012962A MX2019012962A (en) 2019-10-31 2019-10-31 Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps.

Publications (1)

Publication Number Publication Date
MX2019012962A true MX2019012962A (en) 2021-05-03

Family

ID=85704137

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2019012962A MX2019012962A (en) 2019-10-31 2019-10-31 Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps.

Country Status (1)

Country Link
MX (1) MX2019012962A (en)

Similar Documents

Publication Publication Date Title
CN104652654B (en) Assembled shear wall structure
EA201792588A1 (en) CONSTRUCTION OF ASSEMBLED LUNG CONCRETE PLATE AND COLUMNS AND METHOD FOR ITS ASSEMBLY
CN201474152U (en) LPM cast-in-situ concrete hollow slab
WO2011005009A3 (en) Upper part structure for a continuous bridge, which efficiently supports negative moment and has improved constructability, and method for constructing same
Szydlowski et al. New Concept of Semi-precast Concrete Slab on Pre-tensioned Boards
MX2015001287A (en) Prefabricated system for slabs and roofs using structural bamboo.
MX2019012962A (en) Optimized construction system of lightened slabs using prefabricated joists of reinforced concrete for variable width and caps.
Patil et al. flat slab construction in India
CN109267470A (en) A kind of assembled type steel-concrete preflex composite continuous bridge and its construction method
US20140190114A1 (en) Reinforced concrete hexahedral modulus
RU2715788C1 (en) Self-stressing method of reinforced concrete beam
HUP0301156A2 (en) Flat soffit, doubly prestressed, composite, roof-ceiling construction for large span industrial buildings
Rinke Mechanization and early hybrid material use in glulam construction–The tram depot in Basel from 1916
CN110130487B (en) Prefabricated main and secondary beam connecting node and connecting method
RU2661954C1 (en) Method of manufacturing monolithic steel concrete block
MX2013000403A (en) Prefabricated slabs of continuous barrel vaults with t-shaped stainless beams in composite construction.
MX2022002268A (en) Procedure to improve joist and vault systems.
EP4273344A3 (en) Reinforcing framework and slab design
CN203834827U (en) Prefabricated concrete stair and steel beam connecting structure
RU2710229C1 (en) Method for erection of monolithic multi-span overlapping
MX2018002126A (en) System to optimize the construction of lightened concrete slabs.
PE20180108Z (en) POST-TENSIONED PRELOSE
KR100847724B1 (en) Method for a prestressed concrete pavement into the transverse direction of road
RU144321U1 (en) CONSTRUCTION OF THE COTTLE SPAN WITH DOUBLE SUPPORT PARTS
Pushkarev et al. Method of manufacturing reinforced concrete floor slabs using non-removable void formers