新型钢框重组竹模板力学性能试验研究  

Experimental study on mechanical behavior of new-typed bamboo construction formwork

作　　者：周迎利 张献蒙 吴瑾[1] 

机构地区：[1]南京航空航天大学土木工程系,江苏南京210016 [2]国网江苏省电力公司经济技术研究院,江苏南京210008

出　　处：《苏州科技大学学报（工程技术版）》2017年第A01期275-277,共3页Journal of Suzhou University of Science and Technology（Engineering and Technology Edition）

基　　金：江苏省科技项目（前瞻性联合研究项目BY21016003-01）

摘　　要：重组竹具有力学性能好、表面平整度髙等特点,应用于建筑模板可有效减少建筑模板木材资源的消耗,提髙 混凝土工程质量,降低模板工程费用等.通过对三种工况的钢框重组竹建筑模板试验,研究钢框架与重组竹面板的 协同工作性能,提出协同工作系数以考虑钢框重组竹模板的钢框架与重组竹面板二者之间的非完全嵌固.Recombinant bamboo has high mechanical property and surface smoothness, which satisfies the me-chanical strength requirements of the material for the formwork. It can effectively reduce the consumption of tim-ber resources in our country currently, improve the quality of concrete work and decrease the cost of concrete formwork if the recombinant bamboo is used in construction formwork. Based on the experimental results of three kinds of recombinant bamboo form with steel frame, the cooperative working performance between steel frame and recombinant bamboo panels was investigated and the cooperative working coefficient was presented.

关 键 词：建筑模板 重组竹 协同工作系数 

分 类 号：TU73[建筑科学—建筑技术科学]