DESIGN AND EXPERIMENTAL STUDY ON INSTANT LOSS OF POST-TENSIONED PRESTRESSED BEAMS
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摘要: 从设计的角度将应用塑料波纹管和金属波纹管的后张法预应力框架梁瞬时预应力损失进行分析比较。通过对应用塑料波纹管的后张法预应力框架梁进行现场试验,监测框架梁张拉过程产生的摩擦损失、锚固损失、反拱和应变,回归出孔道偏差系数和孔道摩阻系数,并将摩擦损失和锚固损失的计算值与实测值进行对比。研究结果显示设计中采用的=0.0015和=0.15比较接近实测值。Abstract: This paper comparatively analyzed the instant loss of post-tensioned prestressed frame beams by using embedded metal corrugated pipe and corrugated plastic pipe from the view of design.Then a site experimental study of post-tensioned prestressed frame beams by using corrugated plastic pipe was carried out to monitor the friction loss,anchorage loss,inverted arch and strain during tensioning process.The coefficient of deviation k and the coefficient of conduit friction were regressed.The theoretical and experimental values of friction loss and anchorage loss were compared.The research result shows parameters = 0.001 5 and = 0.15 adopted in the design are close to experimental value.
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Key words:
- corrugated plastic pipe /
- instant loss /
- friction loss /
- anchorage loss
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郭全全.多波曲线预应力瞬时损失的计算与试验研究[J].施工技术,2002,31(7):26-28. [2] 赵勇,黄鼎业,李云贵,等.平板中预应力筋的瞬时预应力损失分析[J].工业建筑,2003,33(3):39-41. [3] 方志,汪剑.预应力混凝土箱梁桥竖向预应力损失的实测与分析[J].土木工程学报,2006,39(5):78-84. [4] GB 500102002 混凝土结构设计规范[S]. [5] 李明友.采用塑料波纹管的预应力管道摩阻试验研究[J].中国测试技术,2006,32(6):32-35. [6] 王永强,裴志刚,徐敏聪.预应力混凝土结构用塑料波纹管孔道摩阻 值的测定[J].中国港湾建设,2007,148:13-15. [7] 庄一舟,徐琎,陆涵.某大学饮食中心预应力结构设计施工及监测[J].施工技术,2004,33(7):32-35. [8] JTG D622004 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
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