应用于蒸压轻质混凝土墙体接缝的丙烯酸密封胶的耐久性:暴露试验的评价

H. Miyauchi, M. Lacasse, N. Enomoto, Shigeki Murata, Kyoji Tanaka
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摘要

在日本,丙烯酸密封胶传统上是指定用于蒸压轻质混凝土(ALC)面板之间的密封胶产品的选择。虽然一般来说,丙烯酸密封胶变质的机制是众所周知的,但它在户外暴露的长期耐久性尚未得到充分调查。本文的研究重点是丙烯酸密封胶产品在室外测试时性能的变化和劣化。该项目分为两个阶段,包括(i)对放置在alc包覆建筑外部接缝处的变质丙烯酸密封胶进行现场调查;(ii)不同类型丙烯酸密封胶在日本三个气候区域的户外暴露试验。研究第一阶段的工作结果揭示了以下几点。从实际建筑中安装的密封缝耐久性来看,深板ALC覆层中安装的双面粘接缝比薄板ALC覆层中安装的三面粘接缝更可靠。密封接头的大多数断裂可以被描述为剥离破坏(或薄层内聚破坏),其中密封胶在与ALC基板的界面处破裂。此外,在调查的62个地点中,有47个地点用于保护密封胶的涂层表面明显出现裂缝。该项目的第二阶段侧重于在寒冷、温暖和亚热带气候下进行室外暴露测试的涂层和非涂层丙烯酸密封胶的变质程度。这一阶段的结果表明,由表面开裂程度决定的密封胶的老化预期取决于当地温度和各自暴露于太阳辐射的程度。结果表明,暴露时间越长,丙烯酸密封胶的拉伸性能越低。三面粘结接头形态经5年暴露试验后伸长率明显下降,最大伸长率小于50%。暴露5年后,大量密封接头出现ALC基板失效。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Durability of Acrylic Sealants Applied to Joints of Autoclaved Lightweight Concrete Walls: Evaluation of Exposure Testing
In Japan acrylic sealants are traditionally the sealant products of choice when specified for use between autoclaved lightweight concrete (ALC) panels. Although, in general terms, the mechanisms of the deterioration of acrylic sealants are well known its long-term durability to outdoor exposure has not, however, been fully investigated. The research described in this paper focuses on the change in the properties and deterioration of acrylic sealant products when exposed to outdoor testing. The two stage project consisted of (i) on-site investigations of deteriorated acrylic sealants that had been placed in external joints of ALC-clad buildings; and (ii) outdoor exposure testing of different types of acrylic sealant in three climate regions located in Japan. The results of the work from the first stage of the study revealed the following. Two-sided adhesion joint configurations installed in deep panel ALC cladding were more reliable than three-sided adhesion joints used for thin panel ALC cladding from the viewpoint of the durability of the sealed joint installed in actual buildings. Most fractures of the sealed joint could be characterized as failure in peel (or thin layer cohesive failures), in which the sealant ruptured at the interface with the ALC substrate to which it was applied. Additionally, in 47 of 62 locations surveyed, surface cracks were apparent on the coating that had been applied to protect the sealant. The second stage of the project focused on the degree of deterioration of coated and non-coated acrylic sealants subjected to outdoor exposure testing in a cold, a warm, and a subtropical climate. Results from this stage showed that aging of the sealant, as determined by the degree of surface cracking, expectedly depended on the local temperature and the respective degree of exposure to solar radiation. It was determined that the longer the exposure period, the lower the tensile performance of the acrylic sealants. The elongation of three-sided adhesive joint configurations after 5 years exposure testing decreased remarkably and their maximum elongation was less than 50 %. A significant number of sealed joints after 5 years ofexposure had ALC substrate failure.
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