低周期反向负荷测试在全尺寸预制混凝土复合墙上,由牙槽和纹袖子连接在一起
Xiaoyong Luo1,2, Qi Chen1, Chao Deng1
1College of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel, Switzerland)
|January 26, 2024
概括
这项研究引入了一种新的预制混凝土复合墙,具有牙槽和接套连接. 创新的设计证明了可靠的性能和卓越的抗震性能,以实现可持续建筑.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 可持续建筑 可持续建筑
背景情况:
- 预混凝土复合墙在施工速度和质量方面具有优势.
- 传统的连接方法可能是劳动密集型的,容易发生现场错误.
- 在预制建筑元件中需要高效可靠的连接系统.
研究的目的:
- 介绍和评估一种新的预制混凝土复合墙系统.
- 为了研究牙槽和接袖连接的性能.
- 评估拟议的预制墙系统的地震行为.
主要方法:
- 工厂生产使用结构绝缘一体化预制品.
- 详细介绍了预制造和组装过程.
- 在两个全尺寸预制混凝土复合墙上进行低周期反向负荷测试.
主要成果:
- 牙槽和接套连接被证明是可靠的,连接增强件有效地转移应力而不会发生粘合故障.
- 预制墙壁呈现出完整的歇斯底里曲线,表明了良好的延展性变形和能量消散能力.
- 分布式增强主要在联合轴和循环负荷下发挥结构作用.
结论:
- 新型预制混凝土复合墙与牙槽和接套连接展示了有利的地震性能.
- 该系统提供了显著的优势,包括绿色节能,高组装率和减少现场湿操作.
- 这种连接方法适用于具有适当设计考虑的实际工程应用.
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