A2C Materiaux

France

Back to Profile

1-1 of 1 for A2C Materiaux Sort by
Query
Aggregations
IPC Class
E04B 5/18 - Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members 1
E04B 5/38 - Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcementForm slabs with reinforcements extending laterally outside the element 1
Found results for  patents

1.

CONSTRUCTION METHOD COMPRISING THE PRODUCTION OF AT LEAST ONE SLAB MADE OF CONCRETE AND NON-PRESTRESSED WOOD, AND A SLAB MADE OF CONCRETE AND WOOD

      
Application Number FR2018052675
Publication Number 2019/086791
Status In Force
Filing Date 2018-10-26
Publication Date 2019-05-09
Owner A2C MATERIAUX (France)
Inventor
  • Charle, Arnaud
  • Niviere, Thierry

Abstract

The present invention relates to a construction method, comprising the production of at least one slab (1) according to the following steps: - casting a thin slab (2) of concrete; - laying metal stiffeners (3) in the thin slab (2) of freshly cast concrete; - cutting at least two blocks of wood (p1-p3); - placing the blocks of wood between the stiffeners (3) emerging from the thin slab (2) of freshly cast concrete and leaving a space between the adjacent blocks of wood (p1-p3); - casting concrete ribs (n1, n2) between the blocks of wood (p1-p3), by at least partly embedding the stiffeners (3); and - drying the non-prestressed slab (1) consisting of the thin slab (2) of concrete, stiffeners (3), blocks of wood (p1-p3) and concrete ribs (n1, n2).

IPC Classes  ?

  • E04B 5/18 - Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
  • E04B 5/38 - Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcementForm slabs with reinforcements extending laterally outside the element