共查询到17条相似文献,搜索用时 98 毫秒
1.
2.
3.
木地板改善混凝土楼板撞击声的隔声性能研究 总被引:1,自引:0,他引:1
通过对混凝土楼板和各种木地板构造方案的撞击声隔声性能的对比测试,对其隔声机理的定性理论分析,以及对铺装方法、弹性垫层等影响因素的讨论,研究了木地板对混凝土楼板撞击声的隔绝作用。结果表明,木地板可有效降低楼板撞击噪声的透射,其中浮筑木地板构造的隔声效果尤为显著,它可以使楼板对撞击声的隔声性能达到一级标准的要求。 相似文献
4.
住宅声环境是一个不容忽视的重要问题,我院对近二十多个项目所采用的楼板撞击声隔声措施进行了调研,介绍了这些项目采用的楼板撞击声隔声措施,并对技术应用存在的问题进行了阐述。 相似文献
5.
6.
7.
一、当前楼板撞击隔声性能不良的原因在我国的住宅建筑中,采用的楼板形式很多,但撞击声级却很高。几乎没有一种常用楼板构造能符合住宅隔声标准要求的。图1常用住宅楼板构造的撞击声级的测定值,其撞击隔声指数在77—95分贝范围内。近几年来,在住宅中采用的轻质大板,其为12种撞击声级更高,撞击隔声指数在87—103分贝范围内。图2为7种轻质大楼板的实测值。 相似文献
8.
9.
绿色住宅建筑在室内环境方面要求分户楼板的计权标准化撞击声压级不大于70dB,这一指标高于《住宅设计规划》GB50096-2011中对分户楼板的计权标准化撞击声压级所要求的75dB。本文通过对夏热冬暖地区及寒冷地区共12类分户楼板的计权标准化撞击声压级进行实测分析,从楼板构造设计角度给出绿色住宅建筑尤其是绿色保障性住宅的分户楼板计权标准化撞击声压级控制措施。 相似文献
10.
11.
12.
绿色建筑评价中楼板撞击声隔声指标探讨 总被引:1,自引:0,他引:1
绿色建筑评价中对楼板撞击声隔声的要求引用《民用建筑隔声设计规范》,单值评价量有实验室测量的计权规范化撞击声压级Ln,w和现场测量的计权标准化撞击声压级L'nT,w。对撞击声隔声评价指标Ln,w、L'n,w、L'nT,w进行理论分析,并结合现场测量和实验室测量对分析结果进行验证。结果表明:当建筑楼板的撞击声隔声性能较差时,侧向传声对测量结果影响较小,现场测量指标L'n,w与实验室测量指标Ln,w相差不大;L'nT与L'n在接收室体积V=31m3时相等,当接收室体积V>31m3时,L'nT会小于L'n,因此L'nT,w会低于L'n,w和实验室测量值Ln,w,接收室体积越大偏差越大,按照当前住宅户型的发展趋势,客厅体积一般在60~130m3,采用L'nT,w进行撞击声隔声评价会导致其数值低于实验室测量指标Ln,w,约为3~6dB;采用现场测量指标L'nT,w进行撞击声隔声评价会受到接收房间体积的影响,因此建议在现场绿色建筑楼板撞击声隔声性能评价时同时参考L'n,w的测量结果。 相似文献
13.
Installing resilient materials between the slab and the Ondol layer is known as the most popular method of reducing floor impact sound in Korean apartments. The Ondol layer is made up of lightweight concrete and mortar constructed on the upper part of the resilient material, and is a typical heating system used for all types of residential buildings in Korea. In Korea, lightweight impact sound and heavyweight impact sound are considered when evaluating the floor impact sound. The resilient materials used can be categorized according to dynamic stiffness. Resilient materials with a low dynamic stiffness reduce the lightweight floor impact sound level. In this study, to examine the relationship between dynamic stiffness and heavyweight impact sound level, the dynamic stiffness and floor impact sound level of 51 resilient materials were measured. The impact sound level of each of these resilient materials, whose dynamic stiffness was measured, was measured before and after installation, and the level difference (ΔL) was analyzed. The measurement results show that, if the dynamic stiffness of single-layered resilient materials is known, the dynamic stiffness of multi-layered structures of resilient materials can be predicted. Also, as the dynamic stiffness of resilient materials decreased, the heavyweight impact sound level also decreased, and there was a correlation between the dynamic stiffness and the heavyweight impact sound. 相似文献
14.
通过在砂浆中掺入废橡胶颗粒、空心漂珠与聚苯颗粒的"三掺"复合技术,利用橡胶颗粒的黏弹性和空心漂珠的复合效应,改善楼板的撞击声压,空心漂珠的空腔结构和EPS颗粒的性能保证了砂浆的保温性能,所配制的保温隔声砂浆体积稳定性较好、热工性能好、隔声性能好,能满足楼板隔音和保温的综合功能要求,在项目试点楼板中进行了应用和性能测试,结果能满足高品质住宅保温和隔声的综合功能要求,形成的保温隔声砂浆施工技术对于楼板保温隔声施工提供了参考。 相似文献
15.
Sound protection of cavity floors. Part 2: Impact sound insulation — namely impact sound flanking level and impact sound reduction In part 1 [1] of this three‐part report on cavity floor sound protection, the history of the development of cavity floors introduced on the market since the early 1980s, the main design principles of such floors, and the concepts of flanking level reduction and weighted standard flanking level difference were illustrated. This second part examines two aspects of impact sound insulation, namely impact sound flanking level — previously sometimes referred to as horizontal impact sound insulation — and impact sound reduction. The following discussion of these two impact sound insulation parameters is based on approximately 150 measurements in an acoustics laboratory. The bulk of the measurements was carried out according to DIN 52 210 [3], more recent measurements according to DIN EN ISO 140‐12 [4]. 相似文献
16.
Jürgen Maack 《Bauphysik》2006,28(4):244-252
Sound insulation between terraced houses with incomplete separation. Between terraced houses with double‐leaf partition walls a high quality of sound insulation can be accieved even with suitable structures to go through and attaced to the ground. Therefore it is required to have a sufficient high mass per unit area of the structures to go through, to have a sufficient high mass per unit area of the double‐leaf partition wall and to have a suitable spartial arrangement of the living rooms (floor plan). Different qualities of separation have to be distinguished. It is suggested, to establish a qualtitative ΔRw‐additional for the prediction and calulation of the sound insulation in the German Standard DIN 4109. Measuring results of the frequency dependent reduction of the impact sound pressure level at the double‐leaf partition wall are presented. 相似文献