首页> 外文会议>Scantek, Inc.;National conference on noise control engineering;Institute of Noise Control Engineering of the USA >Case study of modifications to a wood “I” beam framed floorceiling assembly which did not meet minimum International Building Code (IBC) impact insulation class (IIC) or sound transmission class (STC).
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Case study of modifications to a wood “I” beam framed floorceiling assembly which did not meet minimum International Building Code (IBC) impact insulation class (IIC) or sound transmission class (STC).

机译:不符合最低国际建筑规范(IBC)冲击隔离等级(IIC)或传声等级(STC)的“ I”型木框木地板天花板组件的修改案例研究。

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A direct comparison, using three identical floor-ceiling assemblies, which did not meet minimumbuilding code standards for impact insulation class as built. Each floor-ceiling assembly receiveddifferent corrective measures in an effort to correct the deficiency. All corrective measures wherelimited to the bottom side of the assembly, since hardwood flooring was installed as the finishedfloor. All the floor-ceiling assemblies consisted of light weight sixteen (16) inch deep Truss JoistTJI Brand “I” beam structural framing members (joist) spaced at sixteen (16) inch center tocenter supporting ¾ inch plywood (tongue & groove edge detail) with 1-1/2 inch light weightgypsum concrete covered with ½ inch plywood and finished with hardwood flooring. Using oldindustry standard methods, products and systems the best impact insulation class (IIC) increasewas twelve (12) points which still did not meet minimum building code standards. By installingstate of the world noise control products, using current known installation methods availabletoday for under the floor-ceiling assembly the field impact insulation class (FIIC) was increasedtwenty eight (28) points to a field impact insulation class (FIIC) of sixty (60) without acousticalmat materials on the top side of the assembly. By design and materials selection the field soundtransmission class was also improved from forty (40) to fifty five (55) due to product selection,installations procedures and design.
机译:使用三个相同的地板-天花板组件直接进行比较,这些组件不符合所建冲击隔离等级的最低建筑规范标准。每个地板天花板组件均采取了不同的纠正措施,以纠正缺陷。由于硬木地板是作为最终地板安装的,因此所有纠正措施均限于组件的底部。所有地板天花板组件均由重量轻的十六(16)英寸深的Truss JoistTJI品牌“ I”梁结构框架构件(托梁)隔开,中间到中心的间隔为十六(16)英寸,支撑¾英寸的胶合板(榫舌和凹槽边缘的细节), 1-1 / 2英寸轻质石膏混凝土,覆盖有½英寸胶合板,并铺有硬木地板。使用旧的行业标准方法,产品和系统,最佳的冲击绝缘等级(IIC)增加了十二(12)点,但仍不满足最低建筑法规标准。通过安装世界一流的噪声控制产品,使用当今可用于地板天花板组件的当前已知安装方法,将现场冲击绝缘等级(FIIC)提高了二十八(28)点,提高到六十(60) ),而组件顶部没有隔音材料。通过设计和材料选择,由于产品选择,安装程序和设计,现场声音传输等级也从四十(40)提升到五十五(55)。

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