| 重庆新建T3航站楼后浇带预应力施工技术 |
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| 引用本文： | 于相平,于新平,李顺桥.重庆新建T3航站楼后浇带预应力施工技术[J].城市建筑,2014(27):84-84. |
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| 作者姓名： | 于相平 于新平 李顺桥 |
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| 作者单位： | 中建八局第三建设有限公司,210046 |
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| 摘 要： | 本文介绍了有粘结预应力框架梁的施工技术，从有粘结框架梁的支模、钢筋绑扎、穿波纹管、端部安装、穿预应力筋、混凝土浇筑、预应力张拉灌浆及封锚等全过程对其进行了控制，有效保证了预应力梁的施工质量。
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| 关 键 词： | 后浇带 有粘结 预应力 框架梁 |
Prestress Construction Technology of Post-pouring Belt of the New T3 Terminal Building in Chongqing City |
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| Yu Xiangping,Yu Xinping,Li Shunqiao.Prestress Construction Technology of Post-pouring Belt of the New T3 Terminal Building in Chongqing City[J].Urbanism and Architecture,2014(27):84-84. |
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| Authors: | Yu Xiangping Yu Xinping Li Shunqiao |
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| Affiliation: | Yu Xiangping, Yu Xinping, Li Shunqiao |
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| Abstract: | This paper introduced the construction technology of bonded prestressed frame beam, control ing the bond of the frame beam from formwork, reinforcement binding, corrugat-ed pipe, instal ation of the end, prestressed tendons, pouring concrete, prestressed tension grouting and sealing anchor and so on, the whole process, effectively ensuring the construction quality of prestressed concrete beam. |
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| Keywords: | post poured strip bonded prestressed frame be-am |
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