工程塑料应用
工程塑料應用
공정소료응용
ENGINEERING PLASTICS APPLICATION
2014年
8期
47-50
,共4页
张帅%罗健林%李秋义%高嵩%孙胜伟%吕顺%刘文清%胡小川
張帥%囉健林%李鞦義%高嵩%孫勝偉%呂順%劉文清%鬍小川
장수%라건림%리추의%고숭%손성위%려순%류문청%호소천
建筑模板%木塑复合材料%有限元优化分析%固体废弃物回收利用
建築模闆%木塑複閤材料%有限元優化分析%固體廢棄物迴收利用
건축모판%목소복합재료%유한원우화분석%고체폐기물회수이용
building formwork%wood plastic composite%finite element optimization analysis%solid waste recycling
结合挤出成型法将废旧聚乙烯(WPE)、废旧聚丙烯(WPP)和废弃木粉(WF)分别制成WPE基、WPP基木塑复合材料(WPC)。在获取其用作建筑模板基本物理力学性能的基础上,运用有限元软件对纵向两端简支、不同支撑跨度(S,分别为0.5,0.6,0.7 m)的WPE基、WPP基箱形WPC模板进一步结构优化分析。结果表明,S相同时, WPP基WPC模板比WPE基WPC模板体积用量(V)要少,且随着S的增大,相比WPP基,WPE基WPC模板的V增幅变大,S为0.7 m时最大增幅多达15%。当S为0.5 m时,WPP基WPC模板的V最小;但进一步经济性分析表明, WPP基比WPE基WPC模板单位面积成本高26.0%,所以最佳结构优化方案为S为0.5 m时的WPE基WPC模板,在保证WPC模板力学强度的同时,实现了较好的经济效益。
結閤擠齣成型法將廢舊聚乙烯(WPE)、廢舊聚丙烯(WPP)和廢棄木粉(WF)分彆製成WPE基、WPP基木塑複閤材料(WPC)。在穫取其用作建築模闆基本物理力學性能的基礎上,運用有限元軟件對縱嚮兩耑簡支、不同支撐跨度(S,分彆為0.5,0.6,0.7 m)的WPE基、WPP基箱形WPC模闆進一步結構優化分析。結果錶明,S相同時, WPP基WPC模闆比WPE基WPC模闆體積用量(V)要少,且隨著S的增大,相比WPP基,WPE基WPC模闆的V增幅變大,S為0.7 m時最大增幅多達15%。噹S為0.5 m時,WPP基WPC模闆的V最小;但進一步經濟性分析錶明, WPP基比WPE基WPC模闆單位麵積成本高26.0%,所以最佳結構優化方案為S為0.5 m時的WPE基WPC模闆,在保證WPC模闆力學彊度的同時,實現瞭較好的經濟效益。
결합제출성형법장폐구취을희(WPE)、폐구취병희(WPP)화폐기목분(WF)분별제성WPE기、WPP기목소복합재료(WPC)。재획취기용작건축모판기본물리역학성능적기출상,운용유한원연건대종향량단간지、불동지탱과도(S,분별위0.5,0.6,0.7 m)적WPE기、WPP기상형WPC모판진일보결구우화분석。결과표명,S상동시, WPP기WPC모판비WPE기WPC모판체적용량(V)요소,차수착S적증대,상비WPP기,WPE기WPC모판적V증폭변대,S위0.7 m시최대증폭다체15%。당S위0.5 m시,WPP기WPC모판적V최소;단진일보경제성분석표명, WPP기비WPE기WPC모판단위면적성본고26.0%,소이최가결구우화방안위S위0.5 m시적WPE기WPC모판,재보증WPC모판역학강도적동시,실현료교호적경제효익。
Waste polyethylene (WPE) based,waste polypropylene(WPP) based wood plastic composite (WPC) were respectively made by WPE,WPP and waste woodflour (WF) combined with extrusion molding method. Based on acquiring the basic physical mechanics performance of WPC used for building formworks,further structure optimization analysis was made to WPE based,WPP based box WPC formwork with simply supported of longitudinal ends,the different support span (S is 0.5,0.6, 0.7 m) respectively usingfinite element software. The Results show that volume (V) of WPE based WPC formwork is less than WPP based WPC formwork whenS is the same,and with the increase ofS,compared with WPP based,the increase ofV ofWPE based WPC formwork becomes larger,its maximum increase can reach up to 15% whenS is 0.7 m. TheV of WPP based WPC is the smallest whenS is 0.5 m. But further economic analysis showsthat the cost of unit area of WPP based WPC is 26.0% higher than WPE based WPC,so the best structure optimization scheme is the WPE based WPC when itsS is 0.5 m. It achieves a better economic benefit as well as ensuring mechanical strength of the formwork.