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缓粘结剂固化前后预应力筋应力损失及粘结性能

王占飞 胡正伟 曹少朋 马玥

辽宁工程技术大学学报(自然科学版)2017,Vol.36Issue(6):619-623,5.
辽宁工程技术大学学报(自然科学版)2017,Vol.36Issue(6):619-623,5.DOI:10.11956/j.issn.1008-0562.2017.06.011

缓粘结剂固化前后预应力筋应力损失及粘结性能

Stress loss and adhesive properties of retard-bonded PC tendons before and after retard-bonded adhesive cure

王占飞 1胡正伟 1曹少朋 2马玥3

作者信息

  • 1. 沈阳建筑大学交通工程学院,辽宁沈阳110168
  • 2. 沈阳建筑大学土木工程学院,辽宁沈阳110168
  • 3. 大连海洋大学应用技术学院,辽宁大连116300
  • 折叠

摘要

Abstract

To investigate stress loss and adhesive properties of retard-bonded PC tendons before and after retard-bonded adhesive cure,retard-bonded PC tendons' tensile experiments and PC beams' vertical loading experiments were carried out respectively.In the PC tendons' tensile experiments,two PC beams with three straight pre-stressed retard-bonded tendons were tensile and tendon's stress loss were measured.In the PC beams' loading experiment,two PC beams as described above were made and bending capacity of beam and adhesive properties were measured.The experimental result shows that the tensile friction stress loss is small because of weak adhesive properties before retard-bonded adhesive's cure,so it is fit for tensile operation.When it's loading,the stress ofpre-stressed tendons' ends increase by 600Mpa.Because the concrete and tendons can't work together,the bearing capability and ductility are poor.And the tensile friction stress loss is large because of strong adhesive properties after retard-bonded adhesive cure,so it is not fit for tensile operation.When it's loading,the stress of pre-stressed tendons' ends increase by not more than 20Mpa.Because the concrete and tendons work together well,the bearing capability and ductility is significantly improved.

关键词

缓粘结剂/固化程度/预应力筋/应力损失/粘结性能/承载能力

Key words

retard-bonded agent/adhesive cure/PC steel strand/stress loss/adhesive properties/bearing capability

分类

建筑与水利

引用本文复制引用

王占飞,胡正伟,曹少朋,马玥..缓粘结剂固化前后预应力筋应力损失及粘结性能[J].辽宁工程技术大学学报(自然科学版),2017,36(6):619-623,5.

基金项目

辽宁省高等学校杰出青年学者成长计划(LJQ2014060) (LJQ2014060)

辽宁工程技术大学学报(自然科学版)

OA北大核心CSTPCD

1008-0562

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