现浇连续梁满堂支架模板设计与验算

›› 2012, Vol. 26 ›› Issue (6): 59-61.

现浇连续梁满堂支架模板设计与验算

张裕超1,李健宁2,李军2

(1.陕西铁路工程职业技术学院,陕西渭南 714000;2.兰州交通大学土木工程学院,兰州 730070)

收稿日期:2012-03-19 出版日期:2012-12-20 发布日期:2012-12-25
作者简介:张裕超（1985-），男，陕西渭南人，研究生，陕西铁路工程职业技术学院助教，研究方向桥梁与隧道工程。

The Scaffold Form Design for the CastInPlace Reinforced Continuous Concrete Beams

ZHANG Yuchao1, LI Jianning2, LI Jun2

(1.Shanxi Railway Vocational Polytechnic Institute, Weinan Shanxi 714000;2.School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070)

Received:2012-03-19 Online:2012-12-20 Published:2012-12-25

摘要/Abstract

摘要： 满堂支架的模板设计与验算是现浇梁质量与生产安全的有力保障，结合工程实例，运用有限元计算软件对现浇梁满堂支架进行模板与支架的选择，并进行了结构验算，确保满堂支架设计与结构的强度符合工程规范的要求，保证了施工的质量。

Abstract: The scaffold form design is critical for the quality and safety of the castinplace reinforced continuous concrete beams. This paper presents a case study of the scaffold form design and supporting system selection throughout the commercial finite element software. The structural strength of each supporting element has been checked and the design of the scaffold form is consistent with the current construction code requirement.

Key words: Form Design, Finite Element Software, Structural Strength Check

张裕超1,李健宁2,李军2 . 现浇连续梁满堂支架模板设计与验算[J]. , 2012, 26(6): 59-61.

ZHANG Yuchao1, LI Jianning2, LI Jun2. The Scaffold Form Design for the CastInPlace Reinforced Continuous Concrete Beams[J]. , 2012, 26(6): 59-61.