嵌入在高强度地砂中的SBPDN条的定和结合强度
Takaaki Itoh1, Ryoya Ueda2, Bunka Son3
1Toyota T&S Construction Co., Ltd., 65 Kamimukaida, Kamekubi-cho, Toyota 470-0375, Japan.
Materials (Basel, Switzerland)
|January 10, 2026
概括
钢条预应力变形正常放松 (SBPDN) 条为抗地震混凝土提供高强度. 确定了有效的定方法,确保了充分的收益率强度发展与适当的嵌入,虽然债券强度低于传统条.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 对于耐地震混凝土组件来说,SBPDN条提供了超高的强度.
- 与传统的变形条相比,SBPDN条的较低的结合阻力需要有效的定解决方案.
- 在易发生地震的地区应用需要可靠的定和明确的结合强度.
研究的目的:
- 为了研究SBPDN条在砂中的有效 anchoring手段.
- 为了确定嵌入高强度接砂中的SBPDN条的结合强度.
- 为了促进SBPDN条在抗地震结构中的应用.
主要方法:
- 在 15 个 SBPDN 条 (直径 22.2 毫米) 进行了拉出测试,这些条被嵌入 60 MPa 粘合砂中.
- 多种不同的实验参数:端 anchorage 细节,外套管道直径和嵌入长度.
- 在不同的条件下评估固的有效性和结合强度.
主要成果:
- 螺母螺母和洗衣机或滚动螺纹的末端区域有效地防止过早滑动.
- 条径20倍或更长的嵌入长度允许SBPDN条的1275 MPa屈服强度的充分发展.
- 在砂 (2.843.98 MPa) 中的SBPDN条的结合强度明显低于常规变形条.
结论:
- 在耐地震组件中,SBPDN条可以通过适当的端和足够的嵌入长度来实现它们的高强度.
- 较低的结合强度需要对SBPDN条应用进行仔细的设计考虑.
- 开发的 anchoring方法和键强度数据支持在地震结构中使用SBPDN条.
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