首页> 外国专利> WEDGE ANCHORING SYSTEM FOR THE TENSIONING END OF AN INDIVIDUAL PRESTRESSING ELEMENT FOR A PRESTRESSED CONCRETE COMPONENT

WEDGE ANCHORING SYSTEM FOR THE TENSIONING END OF AN INDIVIDUAL PRESTRESSING ELEMENT FOR A PRESTRESSED CONCRETE COMPONENT

机译:预应力混凝土构件单个预压元件张紧端的楔形锚固系统

摘要

ABSTRACT OF THE DISCLOSUREA wedge anchorage for an axially elongated tension member,encased in and arranged to prestress a concrete structure,includes an anchor member with a conically widening surfacewhere a wedge seats for securing the tension member in thetensioned state with a cap arranged to fit in locked engagementwith the end of the anchor member through which the tensionmember extends out of the concrete structure. The cap has acover wall extending transversely of the axial direction andspaced from the anchor member. An opening is provided in thecover wall through which the tension member extends out of theconcrete structure. A spring or other biasing member is locatedwithin the cap for limiting axial displacement of the wedgewhen the tension member is stressed in tension. This arrangementavoids the formation of a recess in the surface of the concretestructure from which the tension member extends and the needfor a filler member for sealing off the recess when the pre-stressing operation is completed.
机译:披露摘要用于轴向伸长的受拉构件的楔形锚固件,装入并布置为预应力混凝土结构,包括具有圆锥形加宽表面的锚固构件楔子将拉紧件固定在其中的位置张紧状态,帽盖布置成锁定状态与锚定构件的末端之间的张力构件伸出混凝土结构。帽子有一个沿轴向横向延伸的盖板与锚定构件间隔开。在受拉构件从其延伸出的盖壁混凝土结构。装有弹簧或其他偏压元件在帽内以限制楔形件的轴向位移当受拉构件承受拉力时。这种安排避免在混凝土表面形成凹槽受拉构件从中伸出的结构以及需要用于填充部件,用于在预填充时密封凹槽强调操作完成。

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