ERDOX

The ERDOX systems are delivered to the site pre-assembled in mounting kit, directly on the nearest truck road.

In fact, the philosophy behind the Erdox solution is to carry out most of the operations in the factory, leaving the minimum of process to the construction phase; tasks of the installation company will simply be to assemble the structures in a few operations, transport them to the installation site, and connect them to the foundations based on the design specifications. Betonform structures are distinguished by very low weights that make it easy to place them at the installation point with the use of the more traditional construction equipment.

THE MAIN FEATURES
Pre-assembled elements that allow quick and easy assembly (even at different sites than those of actual installation). Low weights with benefits for transportation and installation. Easy and quick installation, even in extreme topographical conditions. Reduced manpower and site equipment
Low environmental impact (for the backfilling, it can be used the landslided material). Modular elements that allows sectoral and selective excavation. Lowest visual impact (visual mitigation and greening of the work). REDUCED COSTS.


: The following is a list of some of the laboratory tests performed by Betonform over more than 20 years in developing the ErdoX solution.
LABORATORY TESTS
ERDOX NEVE: TEST REPORT N°186-06 - L.A.T.I.F. Test type: Strain gauge testing and monitoring at Axamer Lizum (AUT) performed according to UNI 10478-2, UNI 10478-3, UNI 10478-4.
ERDOX TERRA: TEST REPORT N°076-07 - L.A.T.I.F. Test type: Static strain gauge tests performed according to UNI 10478-2, UNI 10478-3, UNI 10478-4. ERDOX JUNIOR: TEST REPORT N°24LA00093 - L.A.T.I.F. - static load test on ErdoX Junior Terra structure
REINFORCED CONCRETE FOUNDATION PLATE: TEST REPORT N° 083/08. Test type: Determination of the maximum breaking load of prefabricated plates.
BALL JOINT: TEST REPORT N°17L400035 L.A.T.I.F. Test type: Actual breaking load performed according to UNI EN 10002-1:2004.
BOX SHAPED ELEMENT FOR ERDOX EARTH "SOIL NAILING"-ANCHOR BAR CONNECTION: TEST REPORT N°646/Z/P - Laboratorio Geotecnologico Emiliano.
ERDOX TERRA-ANCHOR BAR CONNECTION SYSTEM: TEST REPORT N°502/Z/P - Laboratorio Geotecnologico Emiliano.
: 1_Technical support for the design of:
- consolidation of landslided slope;
- consolidation of failed roads;
- retaining walls;
- infrastructure protection;
- longitudinal and transverse hydraulic works;
- avalanche and windbreak barrier.

2_Calculations of single-anchor structures in the actual operating conditions according to NTC2018, through the application of dedicated software and finite element models.

3_Supporting designers in the preliminary assessment for to the applicability of the erdox system and developing suitable design solutions;

4_ Supporting designers in the project phase and in the preparation of documentation for tenders;

5_on site assistance.

Betonform Medesano - Parma

Dr. Riccardo Di Bella

Tel: +39 0525 420 549
M: +39 335 7902013
informazioni@betonform.it

Dr. Vittorio Marco Bellini

Tel: +39 0525 420 549
M: +39 349 8842322
vittorio.bellini@betonform.it

Dr. Dimitri Canepari

Tel: +39 0525 420 549
M: +39 335 1003837
informazioni@betonform.it

ERDOX Terra ERDOX Neve ERDOX Junior ERDOX SOIL NAILING ERDOX GAVETA ERDOX 2FACE

ERDOX SOIL NAILING

ERDOX PLACCAGGIO PER IL RIVESTIMENTO DI SCARPATE

Barriers for slope stabilization works (road and forest road construction, landslide restoration, embankment restoration) and for river bed stabilization works, the reprofiling of gullies with debris flow events, and protection of drains.

CELLA ERDOX JUNIOR PLACCAGGIO -RIVESTIMENTO DI SCARPATE
The technology is based on the use of metal structures for the containing of the unstable portion consisting of elements for the soil retaining connected to diwidag-type anchors.
It is a metal structure, with light weight, easy to transport and quick to install.

ERDOX SINGLE ANCHOR FEATURES
- Easy and quick installation, even in extreme topographical conditions;
- Low weights with benefits for transportation and installationo;
- assembled elements that allow quick and easy assembly;
- Reduced manpower and site equipment;
- Low environmental impact (normally, for the backfilling, it can be used the landslided material);
- Low visual impact (possibility of visual mitigation of the work).
- Reduced costs.

: Le strutture ErdoX sono verificate secondo calcoli strutturali eseguiti in conformità a quanto previsto dalle norme tecniche vigenti relative alle opere in cemento armato e geotecniche, e più precisamente:
UNI EN 1993-1-1 “Eurocodice 3” – Progettazione delle strutture di acciaio Parte 1 – 1: Regole generali e regole per gli edifici;
UNI EN 1993-1-8 “Eurocodice 3” – Progettazione delle strutture in acciaio Parte 1 – 8: Progettazione dei collegamenti;
UNI EN 12385-4 “Funi in acciaio – Sicurezza”;
EN 10204:2004 “Metallic products – Types of inspection documents”;
D.M. 22.03.2018 “Norme tecniche per le costruzioni”.
Ogni soluzione dovrà essere minuziosamente valutata e verificata in funzione delle specifiche esigenze di progetto. Tutte le tipologie di barriere Erdox sono state soggette a prove sperimentali sia in vera grandezza che sperimentali al fine di ottimizzare le caratteristiche dei materiali nello sviluppo dei modelli agli elementi finiti e verificare l’attendibilità dei risultati ottenuti tramite i software di verifica. Il nostro staff tecnico è a vostra completa disposizione per valutare e consigliare le migliori soluzioni progettuali

ERDOX JUNIOR SCARP COVER

ERDOX JUNIOR RIVESTIMENTO DI SCARPATE

ERDOX JUNIOR SCARP COVER (dim. H200x250 cm approx. or H250x200 cm ca.) for slope stabilization works (road and forest road construction, landslide restoration, embankment restoration) and for river bed stabilization works, the reprofiling of gullies with debris flow events, and protection of drains.

CELLA JUNIOR RIVESTIMENTO DI SCARPATE

The technology is based on the use of metal structures for the containing of the unstable portion consisting of elements for the soil retaining connected to diwidag-type anchors.

ERDOX JUNIOR TERRA FRONT

ERDOX JUNIOR TERRA FRONT (dim. H240x300 cm approx. or H300x240 cm approx.) for slope stabilization works (road and forest road construction, landslide restoration, embankment restoration) and for river bed stabilization works, the reprofiling of gullies with debris flow events, and protection of drains.

CELLA JUNIOR TERRA FRONT

The technology is based on the use of metal structures for the containing of the unstable portion consisting of elements for the soil retaining connected to diwidag-type anchors.

ERDOX TERRA RIVESTIMENTO DI SCARPATE

ERDOX TERRA SCARP COVER (dim. H310x360 cm approx. or H360x310 cm approx.) for slope stabilization works (road and forest road construction, landslide restoration, embankmente restoration) and for river bed stabilization works, the reprofiling of gullies with debris flow events, and protection of drains.

CELLA ERDOX TERRA RIV. SCARPATE

The technology is based on the use of metal structures for the containing of the unstable portion consisting of elements for the soil retaining connected to diwidag-type anchors.

ERDOX TERRA MAXI

ERDOX TERRA MAXI (dim. H345x400 cm approx. or H400x345 cm approx.)
for slope stabilization works (road and forest road construction, landslide restoration, embankmente restoration) and for river bed stabilization works, the reprofiling of gullies with debris flow events, and protection of drains.

CELLA ERDOX TERRA MAXI

The technology is based on the use of metal structures for the containing of the unstable portion consisting of elements for the soil retaining connected to diwidag-type anchors.

SINGLE ANCHOR

ERDOX MONOANCORAGGIO

It is a metal structure, with pyramid-shape, low weight, easy to transport and quick to install.

CELLA MONOANCORAGGIO
The velocity of the system is ensured by the fact that it requires connection to a single foundation made with a bar anchor. Anchors dimensioning is responsibility of the designer who is given design pressures extrapolated from analyses performed by our engineering department.