Job Report. New coastal highway route, Reunion Island, France. Facts Heaviest Modul: t Prefabricated pillars:

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Reynold Grant
6 years ago
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New coastal highway route, Reunion Island, France Heaviest Modul: 4 800 t Prefabricated pillars: 48 pcs Total modules: 146 pcs Moved loads: 400 000 t Lenght

Handling equipment APS 250: 72 pcs PPU-120: 6 pcs PA-4-33: 6 pcs Sliding beams 11 700 / 5'200 Skidways light: 1 000 m Part of this route required the

For the launching of the pre-fabricated tower elements from shore to the barges Hebetec designed and installed an automatized system.

1 New coastal highway route, Reunion Island, France Heaviest Modul: t Prefabricated pillars: 48 pcs Total modules: 146 pcs Moved loads: t Lenght viaduct: m Constuction time: 3years On La Réunion Island a new coastal road proceedes between Saint Denis and La Possesson for a distance of 12km. Handling equipment APS 250: 72 pcs PPU-120: 6 pcs PA-4-33: 6 pcs Sliding beams / 5'200 Skidways light: m Part of this route required the construction of a 5 400m long concrete viaduct built on the ocean floor 10m below see level. 49 bridge decks of 80 to 120m length are supported by 48 towers. For the launching of the pre-fabricated tower elements from shore to the barges Hebetec designed and installed an automatized system. Launching of loads took place on air cushions, APS (Air Pad Sliding). HEBETEC Engineering Ltd info@hebetec.com T +41 (0) CH-3324 Hindelbank F +41 (0)

Bridge Sliding Micheville II, Luxembourg Bridge weight: 20`000 to Sliding distance: 60 m

F-1000: Strand jack H-400: 7 pcs For the construction of the motor way between

2 Bridge Sliding Micheville II, Luxembourg Bridge weight: 20`000 to Sliding distance: 60 m Sliding speed: 7 m/h Total pulling capacity: 11`800 to Handling equipment Strand jack F-1000: Strand jack H-400: 7 pcs For the construction of the motor way between Luxembourg and France a tons bridge section was launched underneath a rail way line within end of October The works were carried out using the Autofonçage technology developed by Freyssinet In total 19 strand jacks were used to move the bridge section into position.

Sliding a bridge with APS in Mionnay, France Weight bridge: 1 200 to Sliding

Mionnay, France, a new railway underpass was built besides an existing railway

The demolishing of the existing railway line, excavation of the embankment,

3 Sliding a bridge with APS in Mionnay, France Weight bridge: to Sliding distance: 35 m Handling Equipment APS M-385: Push-Pull Unit PPU-32: 4 pcs In Mionnay, France, a new railway underpass was built besides an existing railway crossing. The demolishing of the existing railway line, excavation of the embankment, sliding in of the new underpass in end position and rebuilding of the tracks took place within a weekend campaign. For the sliding in action Hebetec used the APS- System.

APS Bridge Sliding Regensdorf, Switzerland Bridge Weight: 2 400 to Sliding distance: 35 m Sliding Speed: 50 m/h

Regensdorf, Switzerland, a new railway underpass for SBB-railways was built besides the existing railway crossing.

position and rebuilding of the track took place within a weekend campaign.

4 APS Bridge Sliding Regensdorf, Switzerland Bridge Weight: to Sliding distance: 35 m Sliding Speed: 50 m/h Handling Equipment APS-385: Push-Pull-Unit 32: Power Pack: APS Wall holder: 15 pcs 4 pcs 4 pcs 7 pcs In Regensdorf, Switzerland, a new railway underpass for SBB-railways was built besides the existing railway crossing. The demolishing of the existing railway line, excavation of underground, sliding in of the new underpass into end position and rebuilding of the track took place within a weekend campaign. For the sliding in action Hebetec used the APS- System. Including the equipment installation the railway was cleared for traffic again after just 52 hours interruption.

APS Bridge Sliding Rochester, UK Bridge Weight: 2 500 to Sliding distance: 35 m

in of the new underpass in end position and rebuilding of the tracks took place

5 APS Bridge Sliding Rochester, UK Bridge Weight: to Sliding distance: 35 m Sliding Speed: 50 m/h In Rochester, UK, a new railway underpass was built besides an existing railway crossing. The demolishing of the existing railway line, excavation of the embankment, sliding in of the new underpass in end position and rebuilding of the tracks took place within a weekend campaign. For the sliding in action Hebetec used the APS- System. Handling Equipment APS-385: Push-Pull-Unit 32: Power pack: 10 Stk 2 Stk 2 Stk

Underpass Sliding Konolfingen, Switzerland First bridge weight: 400 to Sliding time: 30 min Second bridge weight: 200 to Sliding time: 30 min Sliding distance: 15 m The

Hebetec Engineering was assigned to slide the two parts of the underpass, weighing 200t and 400t, into final position.

Sliding beams HEM 500 with sliding shoes and double acting jacks were applied for this task.

6 Underpass Sliding Konolfingen, Switzerland First bridge weight: 400 to Sliding time: 30 min Second bridge weight: 200 to Sliding time: 30 min Sliding distance: 15 m The new railway underpass is a crucial part of the renovation of the Konolfingen railway station. Hebetec Engineering was assigned to slide the two parts of the underpass, weighing 200t and 400t, into final position. After equipment installation the sliding works were executed using about 30min. for each part. Sliding beams HEM 500 with sliding shoes and double acting jacks were applied for this task. After the necessary closure the railway line was reopened in time and according to the targeted schedule. Handling equipment Skidways HEM500, L= 6m: Skidshoes: Strand jacks H-40: Hydraulic jacks DP : Hydraulic pumps PA4-8: 2 pcs 2 pcs Sliding construction (Sliding beam, -shoe and hydraulic jack) with jacked up load during the sliding. HEBETEC Engineering Ltd info@hebetec.com T CH-3324 Hindelbank F

Job Report. Bosphorus Bridge, Turkey

Job Report. Bosphorus Bridge, Turkey Bosphorus Bridge, Turkey Bridge length: 1 400 m Bridge width: 59 m Dimensions bridge elements: 59.00/24.00 m Weight bridge elements: 1 000 to Lifting distance from water surface: 80.00 m Number of elements