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Expired
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GB32159/52A
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Individual
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Individual
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Publication of GB732469ApublicationCriticalpatent/GB732469A/en
E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
E04C5/08—Members specially adapted to be used in prestressed constructions
E04C5/12—Anchoring devices
E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
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Engineering & Computer Science
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Architecture
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Civil Engineering
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Structural Engineering
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Rod-Shaped Construction Members
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Reinforcement Elements For Buildings
(AREA)
Abstract
732,469. Reinforced concrete. MANTSCHEFF, A. Dec. 18 1952 [Dec. 19, 1951], No. 32159/52. Class 20 (4). The cluster of steels 12 for a prestressed concrete structure 11 are cut to size before being brought to the building site and clamped at their ends between a sleeve 21 having a frusto-conical internal bore 21a which narrows towards its outer end and a frusto-conical part 20a of a tie-bolt 20, the part 20a broadening towards its inner end. The tie bolt 20 has a shank 18 which is threaded at 19 and after the concrete 11 has set, the steels 12 are tensioned by a hydraulic press engaging the shank 18. An anchor nut 16 and plate 17 hold the steels 12 in tension.
GB32159/52A1951-12-191952-12-18Methods of and apparatus for pre-stressing concrete
ExpiredGB732469A
(en)
Procedure to make pre-tensioned anchorages in works such as support walls, walls and similar constructions (Machine-translation by Google Translate, not legally binding)
Device for tensioning longitudinally movable in a concrete body, in particular a railway sleeper made of concrete, embedded steel rods and for tightening the nut then anchoring them