Earthmoving Work – New Construction Of The Thiene Waterworks, Construction Pit Construction. Construction Of Two Watertight And Anchored Sheet Pile Wall Excavations With The Following Key Data: Waterworks: - Approx. 9 M Deep Excavation Pit - 2000 M² Sheet Pile Wall, Double Piles Tkl 603 In Lengths Up To 11.2 M, 216 T Of Structural Steel - 180 Buoyancy Piles, Up To 18. 5 M Below Ground, Drilled From The Pontoon, 48 Of Which Have Extensions To Ensure The Buildings Permanent Buoyancy. - 96 Grouted Anchors With A Length Of 17 M, Drilled Under The Ground At An Inclination Of 30° To 10 M. - 180 M Of Strapping Made Of U-240 Profiles To Hold The Anchor Heads, Approx. 15 T Of Steel Construction - Base Area Of The Excavation Pit 1,550 M² - Underwater Concrete Base With A Thickness Of 1.0 M Approx. 1,550 M³ Of Concrete - 14,000 M³ Of Excavated Soil, Of Which Approx. 6500 M³ As Wet Excavation Under Water - Use Of Divers To Clean The Sheet Pile Wall Surfaces In The Area Of The Underwater Concrete And The Anchor Heads Of The Buoyancy Piles Settlement Structure: - Approx. 8.7 M Deep Excavation Pit - 1070 M² Sheet Pile Wall, Double Piles Tkl 603 In Lengths Up To 11.0 M, 116 T Structural Steel - 108 Buoyancy Piles, Up To 18.5 M Below The Ground, Drilled From The Pontoon, 66 Of Which Have Extensions To Permanently Secure The Buildings Buoyancy. - 60 Grouted Anchors With A Length Of 17 M, Drilled Under The Ground At An Inclination Of 30° To 10 M. - 120 M Of Strapping Made Of U-240 Profiles To Accommodate The Anchor Heads, Approx. 10 T Of Steel Construction - Base Area Of The Excavation Pit 850 M² - Underwater Concrete Base With A Thickness Of 1.0 M, Approx. 850 M³ Of Concrete - 7,500 M³ Of Excavated Soil, Of Which Approx. 3,500 M³ As Wet Excavation Under Water - Use Of Divers To Clean The Sheet Pile Wall Surfaces In The Area Of The Underwater Concrete And The Anchor Heads Of The Buoyancy Piles
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