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Raising of height of Spullersee dams; two dams of 186 m and 270 m crown length, respectively, were raised by pouring additional 410 cm high concrete layer on top of old crowns; after setting, 118 holes from 76 to 101 m diam, from 12.9 to 41.3 m deep, were bored, steel cable anchors were installed; holes were filled under pressure with special water-tight cement mortar, and anchors were prestressed by means of hydraulic presses; after 4 day period, prestress was checked and brought up to its final magnitude; beside raising reservoir's capacity, measures described ensure increased stability of dam by anchoring it to subsoil. (22319)
Raising of height of Spullersee dams; two dams of 186 m and 270 m crown length, respectively, were raised by pouring additional 410 cm high concrete layer on top of old crowns; after setting, 118 holes from 76 to 101 m diam, from 12.9 to 41.3 m deep, were bored, steel cable anchors were installed; holes were filled under pressure with special water-tight cement mortar, and anchors were prestressed by means of hydraulic presses; after 4 day period, prestress was checked and brought up to its final magnitude; beside raising reservoir's capacity, measures described ensure increased stability of dam by anchoring it to subsoil. (22319)
Die Erhoehung der Spullersee-Talsperren
Die Erhoehung der Spullersee-Talsperren
Ruttner, A. (Autor:in)
1968
3 pages
Aufsatz (Zeitschrift)
Deutsch
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TIBKAT | 1931
|Engineering Index Backfile | 1956
TIBKAT | 1953
|Engineering Index Backfile | 1953
|UB Braunschweig | 1931
|