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(上海天華建筑設(shè)計有限公司, 上海 200235)
摘要: 裝配式復(fù)合模殼剪力墻體系是裝配式建筑的一種新體系,其對現(xiàn)有現(xiàn)澆施工流程進行了優(yōu)化,既能充分發(fā)揮工廠化生產(chǎn)和現(xiàn)場澆筑的優(yōu)點,又能規(guī)避兩者的不足,市場應(yīng)用前景廣闊。 通過裝配式復(fù)合模殼剪力墻體系工程案例分享,對該新體系的實際應(yīng)用進行了梳理。 通過對裝配式復(fù)合模殼剪力墻結(jié)構(gòu)和常規(guī)現(xiàn)澆剪力墻結(jié)構(gòu)的整體建模計算分析,可以認為裝配式復(fù)合模殼剪力墻結(jié)構(gòu)等同于常規(guī)現(xiàn)澆剪力墻結(jié)構(gòu);從細微角度分析,裝配式復(fù)合模殼剪力墻結(jié)構(gòu)剛度稍大于常規(guī)現(xiàn)澆剪力墻結(jié)構(gòu)。 此外,對典型裝配式復(fù)合模殼剪力墻構(gòu)件大樣做法和典型連接節(jié)點做法進行了詳述,有助于初步了解裝配式復(fù)合模殼剪力墻體系設(shè)計。
關(guān)鍵詞: 裝配式復(fù)合模殼剪力墻體系; 現(xiàn)澆結(jié)構(gòu); 模殼構(gòu)件; 連接節(jié)點
中圖分類號:TU318,TU375 文獻標(biāo)志碼:A 文章編號:1002?848X(2022)12?0025?06
DOI:10. 19701 / j. jzjg. LS220024
Design and project application of shear wall with prefabricated composite shell?form system
XU Weidong, LI Weixing, LI Pan
(Shanghai Tianhua Architecture Planning & Engineering Ltd., Shanghai 200235, China)
Abstract: Shear wall with prefabricated composite shell?form system is a new system of prefabricated buildings. It reconstructs the existing cast?in?place construction process, which can not only give full play to the advantages of factory production and site casting, but also avoid the disadvantages of both, and has a broad market application prospect. Through the sharing of project application of shear wall with prefabricated composite shell?form system, the practical application of the new system was sorted out. Through the modeling calculation and analysis of the shear wall with prefabricated composite shell?form structure and the conventional cast?in?place shear wall structure, it can be considered that the shear wall with prefabricated composite shell?form structure is almost equivalent to the conventional cast?in?place shear wall structure. From a subtle point of view, the stiffness of the shear wall with prefabricated composite shell?form structure is slightly greater than that of the conventional cast?in?place shear wall structure. In addition, the large sample method of typical components and connection node method of shear wall with prefabricated composite shell?form structure were described in detail, which is helpful for a preliminary understanding of the design of shear wall with prefabricated composite shell?form system.
Keywords: shear wall with prefabricated composite shell?form system; cast?in?place structure; shell?form component;connecting node
第一作者:徐偉棟,碩士,高級工程師,一級注冊結(jié)構(gòu)工程師,主要從事混凝土結(jié)構(gòu)、裝配式建筑研究,Email: witten_shu@163.com。[引用本文] 徐偉棟,李偉興,李盼. 裝配式復(fù)合模殼剪力墻體系的設(shè)計與工程應(yīng)用[J]. 建筑結(jié)構(gòu),2022,52(12):25?30. XU Weidong,LI Weixing,LI Pan. Design and project application of shear wall with prefabricated composite shell?form system[J]. Building Structure,2022,52(12):25?30.