ES198267A3 - IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS - Google Patents

IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS

Info

Publication number
ES198267A3
ES198267A3 ES0198267A ES198267A ES198267A3 ES 198267 A3 ES198267 A3 ES 198267A3 ES 0198267 A ES0198267 A ES 0198267A ES 198267 A ES198267 A ES 198267A ES 198267 A3 ES198267 A3 ES 198267A3
Authority
ES
Spain
Prior art keywords
formwork
beams
concrete
support
taking support
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.)
Expired
Application number
ES0198267A
Other languages
Spanish (es)
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.)
Gumersindo Garcia SA
Original Assignee
Gumersindo Garcia SA
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 Gumersindo Garcia SA filed Critical Gumersindo Garcia SA
Priority to ES0198267A priority Critical patent/ES198267A3/en
Publication of ES198267A3 publication Critical patent/ES198267A3/en
Expired legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Perfeccionamientos en los encofrados para paramentos de hormigón que ee caracteriza porque en encofrados entibados para paramentos verticales en talud o en desplome y que soportan un elemento de encofrado ligado a vigas dispuestas según una dirección sensiblemente paralela al sentido de de avance de la colada del hormigón la ligazón entre el encofrado y las vigas está hecha de manera que permite el desplazamiento de las vigas tomando apoyo sobre el elemento de encofrado ligado a la última capa de hormigón que haya fraguado por los pernos de anclaje seguido luego del desplazamiento del elemento tomando apoyo sobre las vigas que acaban de ser desplazamiento del elemento tomando apoyo sobre las vigas que acaban de ser desplazadas.Improvements in the formwork for concrete faces that is characterized by the fact that in reinforced formwork for vertical faces on slopes or slopes and that support a formwork element linked to beams arranged in a direction substantially parallel to the direction of advance of the concrete casting the The connection between the formwork and the beams is made in a way that allows the movement of the beams taking support on the formwork element linked to the last layer of concrete that has set by the anchor bolts followed after the movement of the element taking support on the beams that have just been displaced by the element taking support on the beams that have just been displaced.

ES0198267A 1951-06-11 1951-06-11 IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS Expired ES198267A3 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES0198267A ES198267A3 (en) 1951-06-11 1951-06-11 IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES0198267A ES198267A3 (en) 1951-06-11 1951-06-11 IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS

Publications (1)

Publication Number Publication Date
ES198267A3 true ES198267A3 (en) 1951-09-01

Family

ID=37828150

Family Applications (1)

Application Number Title Priority Date Filing Date
ES0198267A Expired ES198267A3 (en) 1951-06-11 1951-06-11 IMPROVEMENTS IN THE FORMWORK FOR CONCRETE PARAMETERS

Country Status (1)

Country Link
ES (1) ES198267A3 (en)

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