| 航宇大厦基础底板大体积混凝土温度裂缝控制 |
| |
| 引用本文： | 张永健,戴晓红,庞永禄.航宇大厦基础底板大体积混凝土温度裂缝控制[J].建筑技术,2007,38(1):30-31. |
| |
| 作者姓名： | 张永健 戴晓红 庞永禄 |
| |
| 作者单位： | 北京建工集团有限责任公司,100055,北京;北京市第六建筑工程公司,100000,北京 |
| |
| 摘 要： | 航宇大厦基础长122.6m,宽61.6m,总面积7553m2,厚度1～2.2m(局部4.5m),混凝土总浇筑量11200m3。施工中通过详细的计算并实施切实可行的裂缝控制措施,保证了工程质量,实测数据和计算结果符合程度高,取得了良好的施工效果。
|
| 关 键 词： | 基础底板 大体积混凝土 温度裂缝控制 |
| 文章编号： | 1000-4726（2007）01-0030-02 |
| 修稿时间： | 2006-10-08 |
CONTROL OF TEMPERATURE CRACKS IN THE MASSIVE CONCRETE FOUNDATION OF HANGYU MANSION |
| |
| ZHANG Yongjian,DAI Xiaohong,PANG Yonglu.CONTROL OF TEMPERATURE CRACKS IN THE MASSIVE CONCRETE FOUNDATION OF HANGYU MANSION[J].Architecture Technology,2007,38(1):30-31. |
| |
| Authors: | ZHANG Yongjian DAI Xiaohong PANG Yonglu |
| |
| Affiliation: | l.Beijing Construction Engineering Co.,Ltd.,(Group |
| |
| Abstract: | The mansion foundation is 122.6m long,61.6m wide,1m to 2.2m thick and some part even as thick as 4.5m,with total area of 7553 m2 and total concrete quantity 11200 m3.Detailed calculation and effective crack controlling measures applied in the construction have ensured the project quality,and the test data accord highly with the calculation results,achieving good construction effect. |
| |
| Keywords: | foundation slab massive concrete temperature crack control |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
