| 9度抗震设防烈度地区建筑施工的差异分析 |
| |
| 引用本文： | 熊梅. 9度抗震设防烈度地区建筑施工的差异分析[J]. 西昌学院学报(自然科学版), 2009, 23(1): 47-48,52 |
| |
| 作者姓名： | 熊梅 |
| |
| 作者单位： | 西昌学院,四川,西昌,615013 |
| |
| 摘 要： | 9度抗震设防烈度地区与低设防地区或不需要设防地区的建筑在施工技术措施上有很大的差异。本文通过对建筑钢筋用量、混凝土强度、模板安装、箍筋形式、混凝土浇筑等方面进行对比分析,要求必须努力提高9度抗震设防区的建筑施工安全生产管理水平。
|
| 关 键 词： | 9度抗震设防烈度地区 建筑施工 差异分析 |
Differential Analysis on Building Construction in Areas of 9 Degree Seismic Fortification Intensity |
| |
| XIONG Mei. Differential Analysis on Building Construction in Areas of 9 Degree Seismic Fortification Intensity[J]. Journal of Xichang College, 2009, 23(1): 47-48,52 |
| |
| Authors: | XIONG Mei |
| |
| Affiliation: | XIONG Mei (Xichang College, Xicbang, Sichuan 615013) |
| |
| Abstract: | There are great differences in construction technology between the areas of 9 degTee seismic fortification intensity and the smaller one. By comparing the amount of reinforcement, the strength of concrete, framework installation, type of stirrups and concrete pouring in the design and construction, we conclude that it is very important to improve the management level for safety production. |
| |
| Keywords: | Area of 9 degree seismic fortification intensity Building construction Differential analysis |
| 本文献已被 维普 万方数据 等数据库收录！ |
| 点击此处可从《西昌学院学报(自然科学版)》浏览原始摘要信息 |
|
点击此处可从《西昌学院学报(自然科学版)》下载全文 |
|
