| 孙亚楠,李鹏飞.沿海室外独立砌体高围墙设计[J].安徽建筑大学学报,2018,26(4):22-24 |
| 沿海室外独立砌体高围墙设计 |
| High Wall Design for Independent Masonry in Coastal Areas |
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| DOI：10.11921/j.issn.2095-8382.20180405 |
| 中文关键词: 高围墙设计 经济性 适用性 |
| 英文关键词: high wall design economy applicability |
| 基金项目: |
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| 中文摘要: |
| 传统围墙设计通常采用无筋砌体建造，为满足承载性能，可加大墙体砌筑厚度，传统围墙在使用过 程中容易产生裂缝，其美观性以及安全性不能得到很好的保证；配筋砌体在建筑物中主要发挥其承重性能以及抗震抵抗外力的作用，对两种设计方式进行分析对比，在保证其安全性的前提下考虑其经济性，根据国家相关规范，通过工程实例，针对在高风压地区分别进行无筋、配筋独立砌体高围墙设计计算，对比分析二者的经济性，得到高围墙设计最优方案，为以后的相关工程建设提供设计依据。 |
| 英文摘要: |
| The traditional wall design is usually built with unreinforced masonry. In order to meet the bearing performance，it can increase the thickness of the wall masonry. The traditional wall is easy to produce cracks in the use process. Its beauty and safety can not be guaranteed. The reinforced masonry mainly plays its bearing capacity in the building and the anti earthquake resistance to the external force. With the analysis and comparison of the two design methods， the economy is considered under the premise of ensuring its safety. According to the relevant national standards，the design and calculation of the independent masonry high wall for the independent and reinforced masonry are carried out in the high wind pressure areas，and the economy of the two are compared and analyzed，and the optimum design of the high wall is obtained. The scheme provides design basis for future related engineering construction. |
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