ES154818U - Structure of improved armed concrete. (Machine-translation by Google Translate, not legally binding) - Google Patents

Structure of improved armed concrete. (Machine-translation by Google Translate, not legally binding)

Info

Publication number
ES154818U
ES154818U ES0154818U ES154818U ES154818U ES 154818 U ES154818 U ES 154818U ES 0154818 U ES0154818 U ES 0154818U ES 154818 U ES154818 U ES 154818U ES 154818 U ES154818 U ES 154818U
Authority
ES
Spain
Prior art keywords
translation
machine
legally binding
google translate
improved
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
ES0154818U
Other languages
Spanish (es)
Other versions
ES154818Y (en
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Aux de la Edificacion S A Cia
Original Assignee
Aux de la Edificacion S A Cia
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 Aux de la Edificacion S A Cia filed Critical Aux de la Edificacion S A Cia
Priority to ES1970154818U priority Critical patent/ES154818Y/en
Publication of ES154818U publication Critical patent/ES154818U/en
Application granted granted Critical
Publication of ES154818Y publication Critical patent/ES154818Y/en
Expired legal-status Critical Current

Links

Abstract

Improved reinforced concrete structure, of the type consisting of frameworks of flat beams and prefabricated floor plans saving the light between beams, which are fused at the same time as the layer of understanding of said floors, with support of the heads of the joists in the bottom panel corresponding to the formwork of those; whose structures are characterized by composing the trusses of the girders by means of four types of mesh panels, either electrowelded or by any conventional reinforcement method, after flat grid, staggered in height and on the work areas required by the mechanical application of the system, and another, inferior, shaped marginally so that its transversal elements ascend obliquely in order to produce a delivery in the boundary zone of the compression layer of the prefabricated floor. (Machine-translation by Google Translate, not legally binding)
ES1970154818U 1970-01-07 1970-01-07 IMPROVED REINFORCED CONCRETE STRUCTURE. Expired ES154818Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES1970154818U ES154818Y (en) 1970-01-07 1970-01-07 IMPROVED REINFORCED CONCRETE STRUCTURE.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES1970154818U ES154818Y (en) 1970-01-07 1970-01-07 IMPROVED REINFORCED CONCRETE STRUCTURE.

Publications (2)

Publication Number Publication Date
ES154818U true ES154818U (en) 1970-03-01
ES154818Y ES154818Y (en) 1971-01-01

Family

ID=8334863

Family Applications (1)

Application Number Title Priority Date Filing Date
ES1970154818U Expired ES154818Y (en) 1970-01-07 1970-01-07 IMPROVED REINFORCED CONCRETE STRUCTURE.

Country Status (1)

Country Link
ES (1) ES154818Y (en)

Also Published As

Publication number Publication date
ES154818Y (en) 1971-01-01

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