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Prestressing introduction manner null of segment, and shield tunnel covering works body for shield tunnel covering works body

机译:段的预应力引入方式及盾构隧道覆盖工程主体的盾构隧道覆盖工程主体

摘要

PROBLEM TO BE SOLVED: To provide a segment for a shield tunnel covering in which a prestress is introduced in the circumferential direction, simplify the structure in the neighborhood of the tightening or fixing end of a PC steel material, and establish a uniform prestress introduction in the circumferential direction. SOLUTION: A duct 4 to admit insertion of PC steel material is furnished in the circumferential direction of a segment 1 made of concrete and communicate with an anchor body 5 embedded and fixed in the segment. The anchor body 5 is made by casting in such a structure that two cylindrical members are joined together to generate X-shape, and a notch 6 is provided at the inside of the segment 1 so that the anchoring end is exposed. The PC steel material inserted through the duct 4 goes round inside the covering in one turn, wherein the two ends are threaded through two penetrative holes provided in the anchor body and drawn out to inside the covering, and is fixed by a wedge after a tension force is introduced.
机译:解决的问题:提供一种在盾构隧道覆层中沿周向引入预应力的分段,简化PC钢材拧紧或固定端附近的结构,并在其中建立均匀的预应力引入圆周方向。解决方案:在混凝土制成的扇形件1的圆周方向上设有允许插入PC钢材的管道4,并与嵌入并固定在扇形件中的锚固件5连通。锚定件主体5通过铸造而形成,使得两个圆筒形构件被接合在一起以产生X形,并且在段1的内部设置有切口6,从而暴露了锚定端。穿过管道4插入的PC钢材一圈地绕过覆盖物内部,其中两端穿过设置在锚固件主体中的两个穿透孔并抽出到覆盖物内部,并在受拉后由楔子固定。力被引入。

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