首页> 外国专利> GROUT FILLING TYPE REINFORCING JOINT, CONCRETE INCURSION PREVENTING CAP USED THEREFOR AND REINFORCED CONCRETE MEMBER APPLYING IT THERETO

GROUT FILLING TYPE REINFORCING JOINT, CONCRETE INCURSION PREVENTING CAP USED THEREFOR AND REINFORCED CONCRETE MEMBER APPLYING IT THERETO

机译:灌浆型钢筋接缝,使用混凝土灌浆防渗帽,并在其中应用钢筋混凝土构件

摘要

PURPOSE: To make it possible to transfer force with bearing without forming an air chamber by impregnating a sleeve inserted in a concrete member with grout, and providing an air-hole as well as the load of a cap to the other end. ;CONSTITUTION: When reinforcing bars 24 and 25 are connected to each other, a sleeve 23 is inserted, a cap 28 is loaded, and the reinforcing bar 24 is inserted in the cap to provide for a reinforced concrete member 21. At that time, a cap main body 31 is formed in the shape of a taper, and an angle is set in 35-65°. At the same time, an air-hole 34 is provided. Then, the reinforcing bar 25 of the member 21 is inserted inside the sleeve 23. At that time, a space 26 is vacant so that it is formed between the members 21. Force-fit of grout 27 is made from the space 26. Then, air is exhausted from the air-hole 34, and force-fit is completed when the grout 27 is discharged from the air-hole 34. By the constitution, since the fill can be surely made, the insertion length of the reinforcing bar to the sleeve can be accorded with necessary anchorage length of the minimum length dynamically.;COPYRIGHT: (C)1996,JPO
机译:目的:通过用灌浆浸渍插入混凝土构件中的套筒,并在另一端提供气孔和帽盖的载荷,从而可以在不形成气室的情况下通过轴承传递力。 ;构成:当钢筋24和25相互连接时,插入套管23,装入盖子28,并将钢筋24插入盖子以提供钢筋混凝土构件21。盖主体31形成为锥形,并且角度设定为35-65°。同时,提供了气孔34。然后,将构件21的加强筋25插入套筒23内。此时,空间26是空的,从而在构件21之间形成空隙26。从该空间26进行灌浆27的压入。然后,从气孔34中排出空气,并且当从气孔34中排出水泥浆27时,压入配合完成。通过该构造,由于能够可靠地进行填充,因此钢筋的插入长度为套筒可以动态地符合最小长度的必要锚固长度。;版权所有:(C)1996,日本特许厅

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号