Tennis Court Tension Membrane Roof in Belin-Béliet, France
Customer Project
-
01
RFEM Tennis Court Roof Model (© ACS Production)
-
01
Aerial View of Tennis Court in Belin-Béliet (© ACS Production)
-
01
Tensioned Membrane Tennis Court Roof (© ACS Production)
-
01
Tensioned Membrane Tennis Court Roof in Belin-Béliet, France
-
01
Stretched Canvas Roof of Tennis Court in Belin-Béliet, France
-
01
RFEM Model of Tennis Court Roofing (© ACS Production)
-
04
Tensioned Membrane Tennis Court Roof in Belin-Béliet, France
-
04
RFEM Tennis Court Roof Model (© ACS Production)
-
04
Aerial View of Tennis Court in Belin-Béliet (© ACS Production)
-
04
Tensioned Membrane Tennis Court Roof (© ACS Production)
-
04
Stretched Canvas Roof of Tennis Court in Belin-Béliet, France
-
04
RFEM Model of Tennis Court Roofing (© ACS Production)
The Belin-Béliet (department of Gironde) municipality tennis club, founded in 1976, completed a new tennis hall in July 2019. This project was made possible due to a subsidy provided by the French Tennis Federation along with the support of the municipality.
Investor |
Tennis club Belin-Béliet, France club.fft.fr |
Construction Management | Architectural office of Bruno Amblard, Saint-Magne, France |
Concept and Realization |
ACS Production, Montoir de Bretagne, France www.acs-production.com |
Model
ACS Production provided the tensioned canvas roof structural analysis and design. The Dlubal customer is internationally known for its expertise in the textile architecture field (sports buildings, stadium grandstands, swimming pools, school yards, canopies, awnings, covered passages, stretched ceilings, facade cladding, and so on).Technical Project Details
The roof includes a double curvature textile cover supported on a timber arch substructure. The roof membrane has a separate module for each panel. The fabric is inserted into aluminum sections which are further attached to timber rafters. Tensioning is carried out by the metallic tensioning arches and a cable at one end. The continuous membranes at the facade are fixed at the perimeter in plate-shaped grooved sections, and the canvas is fixed to the intermediate columns to prevent displacement.Project Location
Rue du StadeKeywords
ACS Production Roof Membrane Form-finding:
Write Comment...
Write Comment...
Contact Us
Do you have further questions or need advice? Contact us via phone, email, chat, or forum, or search the FAQ page, available 24/7.

New
Distortional Buckling Design of Bottom Flange of Steel Frame Beam According to GB
The Chinese steel construction standard GB 50017 describes the calculation method for designing the distortional buckling of a frame beam's bottom flange.
Programs Used for Structural Analysis