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Device for anchoring the end of at least one rod of fibrous composite material used as a tensioning member in prestressed concrete constructions

机译:用于锚固至少一根纤维复合材料杆的末端的装置,该杆用作预应力混凝土结构中的张紧构件

摘要

1. Apparatus (10) for the end anchorage of at least one bar (11 or 12 or 13) serving as a prestressing member in prestressed-concrete construction and made of a fibre composite, comprising a hollow anchoring body (14) which can be secured to the concrete body (17) and in which there is arranged a clamping body (20, 21 or 21, 22 or 22, 23) which extends over a length section of the bar and through which the bar penetrates, on which clamping body (20, 21 or 21, 22 or 22, 23) transverse compressive forces, acting at right angles to the longitudinal axis of the bar, are produced by means of a clamping device formed by a wedge-plate pair (30, 31), which transverse compressive forces make a frictional connection between bar and clamping body or the hollow anchoring body, characterized in that a device (32 to 34) for limiting transverse compressive forces is provided which has a limit-value member (37) and with which a predeterminable magnitude of the transverse compressive forces can be set.
机译:1.一种用于至少一个杆(11或12或13)的端部锚固的装置(10),其用作预应力混凝土结构中的预应力构件,并且由纤维复合材料制成,包括空心锚固体(14),该锚固体可以是固定在混凝土主体(17)上,并在其中布置了夹紧体(20、21或21、22或22、23),该夹紧体在杆的长度部分上延伸并且杆穿过该夹紧体,夹紧体在该夹紧体上(20、21或21、22或22、23)与压杆纵轴成直角作用的横向压缩力是由楔形板对(30、31)形成的夹紧装置产生的,其横向压缩力在杆和夹持体或中空锚固体之间形成摩擦连接,其特征在于,设置了用于限制横向压缩力的装置(32至34),该装置具有极限值元件(37),并且可以设定横向压缩力的预定大小。

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