绿色屋顶荷载对LH住宅及服务设施屋面板结构设计的影响

Bum-Sik Lee, Hyuck-Sam Kwon, Jung-Gon Kim, Ji-Hyeon Kim
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引用次数: 1

摘要

本文对三种绿色屋面荷载对LH住宅及设施屋面板设计的影响进行了结构分析与设计。在结构分析的基础上,确定了屋面绿色荷载下适宜的屋面板配筋准则和屋面板厚度,对屋面板的结构设计有一定的指导作用。结构分析与设计结果如下:屋面板可在200~250mm范围内布置板筋(D10),而不考虑屋面绿荷载的类型和形式;板坯厚度可设计在150mm以内。此外,即使屋面板的混凝土设计强度变化为24、27、30MPa,在200~250mm范围内仍可布置D10钢筋,板厚150mm范围内仍可布置D10钢筋。商业建筑双向楼板在楼板厚度为200mm和150mm范围内,不考虑土壤类型或绿化屋顶的土壤厚度,均采用板筋(D10)布置。
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The Effect of Green Roof Load on the Structural Design of Roof Slab of LH Housing and Service Facilities
This paper contains structural analysis and design regarding how three types of green roof load affect roof slab design of LH housing and facilities. Based on the Structural analysis, an appropriate Roof slab rebar guideline and roof slab thickness have been set up for the green roof load which takes effect on structural design of roof slab. Result of structural analysis and design has been made as follows. Roof slabs can arrange the slab rebar(D10) within the 200~250mm disregarding the types of the green roof load and the pattern of green roof load; also, slab thickness can be designed within 150mm. Moreover, even if the concrete design strength of roof slab changes to 24, 27, and 30MPa, D10 rebar can still be arranged within 200~250mm, and 150mm for slab thickness. Two-way slab of commercial building was appeared to be arranged by slab rebar(D10) within 200mm and 150mm for slab thickness disregarding the soil type or the soil thickness of green roof.
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