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Lithuanian experience of application the masonry cavity walls in multistory buildings with sound insulation requirements

机译:立陶宛将砌体空腔墙应用于具有隔音要求的多层建筑的经验

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Cavity walls could be used instead of homogeneous walls in order to reduce the load acting on the ceiling structure while ensuring conformity with the acoustic requirements for buildings. The airborne sound insulation properties of nonbearing cavity walls comprising two masonry leaves with a filled gap are dealt in this paper. Cavity wall structures erected from silicate brickwork, hollow silicate, gypsum, and aerated concrete block work having general surface mass from 125 to 500 kg/m(2) were analyzed under in situ conditions. Standardized calculation methods for the weighted sound reduction index, R-w, assessment are compared with the in situ measurement results of apparent, R'(w), index ones. Field measurements of R'(w) index were conducted during the mandatory pre-completion testing introduced in Lithuania since 2007 for newly erected buildings. The resonance effect that occurs due to the cavity in the studied structures and reduces R' index values below 800 Hz appropriately lessens the single number value, R'(w). By increasing the width of cavity as well as using sound-absorbing material between masonry elements, this limiting frequency may be shifted to the lower frequency band. Obtained measurements data show that standardized models intended for homogeneous walls could properly indicate the sound insulation properties of cavity walls having a relatively high (350 kg/m(2)) general surface mass. For cavity walls with lower than 350 kg/m(2) general surface mass values, measurement showed higher R', values than for standardized models. The two types of cavity wall supporting are classified for evaluation of the cavity wall together with flanking structures on acting of loads: strong supported and weak supported. For the strong supported structures, increasing of the R' index was from 3 dB to 8 dB compared with standardized models. For the weak supported structures, increasing of the R'(w) index was from 1 dB to 4 dB for less than 200 kg/m(2) surface mass cavity walls. Appropriate calculation regression formulas were proposed to predict the value of the R'(w) index for cavity walls of both types. (C) 2019 Elsevier Ltd. All rights reserved.
机译:可以使用空腔墙代替均质墙,以减少作用在天花板结构上的负荷,同时确保符合建筑物的声学要求。本文研究了由两块砌筑的带填充间隙的砖石砌成的无轴承腔壁的空气传播隔声特性。在现场条件下分析了一般表面质量为125至500 kg / m(2)的由硅酸盐砖,空心硅酸盐,石膏和加气混凝土砌块砌筑而成的型腔墙结构。将加权降噪指标R-w评估的标准计算方法与表观指标R'(w)的现场测量结果进行了比较。 R'(w)指数的现场测量是自2007年以来在立陶宛针对新建的建筑物引入的强制性预竣工测试期间进行的。由于所研究结构中的空腔而产生的共振效应将R'指数值降低到800 Hz以下,会适当地减小单个数值R'(w)。通过增加空腔的宽度以及在砖石构件之间使用吸音材料,该极限频率可以移至较低频带。获得的测量数据表明,用于均质墙的标准化模型可以正确指示具有相对较高(> 350 kg / m(2))的总体表面质量的腔壁的隔音性能。对于一般表面质量低于350 kg / m(2)的空腔壁,测量结果显示,R'值高于标准模型。两种类型的腔壁支撑被分类为用于评估腔壁以及侧翼结构对载荷作用的评估:强支撑和弱支撑。对于坚固的支撑结构,与标准模型相比,R'指数从3 dB增加到8 dB。对于弱支撑结构,对于小于200 kg / m(2)的表面质量腔壁,R'(w)指数从1 dB增加到4 dB。提出了适当的计算回归公式来预测两种腔壁的R'(w)指数值。 (C)2019 Elsevier Ltd.保留所有权利。

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