首页> 外文会议>International Conference on Engineering Simulation and Intelligent Control >Design and Application of Partially Unbonded Prestressed Concrete Structures
【24h】

Design and Application of Partially Unbonded Prestressed Concrete Structures

机译:部分未粘结预应力混凝土结构的设计与应用

获取原文

摘要

Prestressed concrete structures can be divided into bonded and non-bonded structures. This paper innovatively presents a new type of partially unbonded prestressed concrete structures. The structural form can not only ensure the full section compression of the structure through prestressing, but also improve the shear resistance and waterproof capacity of the segment joints. It can also release the internal moment force through the millimeter level expansion of segment joints, reducing the amount of prestress. The new structure has been successfully applied to the construction drawing design of the immersed tube tunnel of the Hong Kong-Zhuhai-Macao Bridge, and has effectively supported its innovation of the semi-rigid pipe-joint structural system.
机译:预应力混凝土结构可分为粘合和非粘合结构。本文创新了一种新型未粘结的预应力混凝土结构。结构形式不仅可以通过预应力确保结构的全部压缩,还可以提高段关节的剪切电阻和防水容量。它还可以通过颗粒关节的毫米级扩展来释放内部力量,减少预应力的数量。新的结构已成功应用于香港 - 珠澳桥浸没管隧道的施工制图设计,有效地支持了半刚性管道结构系统的创新。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

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