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The effect of plywood thickness on profile steel sheeting dry board (PSSDB) floor panel with foam concrete in-fill

机译:胶合板厚度对填充泡沫混凝土的型钢干板(PSSDB)地板的影响

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摘要

Rapid growth and development in the construction industry has resulted in increasing demands for an effective and innovative construction systems and techniques. Construction normally will involve commonly using materials such as reinforced concrete and other similar industrialize building systems (IBS) that are more acceptable. The Profiled Steel Sheeting Dry Board (PSSDB) is a light composite system, thin walled that consisted of profile steel sheeting connected to dry-board with self-drilling and self-tapping connectors. The PSSDB floor panel system carried out the shear and plane bending as the function of the floor is to safely support all the possible vertical loads, and then transfer the load to the foundation via members supporting the floor. The scope of this study is to determine the behaviour of in-filled mixture in Profile Steel Sheeting on the PSSDB floor panel. In this experiment, the bending test will be carried out by using the compression and flexural test machine (Magnus Frame & Apparatus 30 Tonne). This procedure will use different size of plywood, which are 3 mm, 4 mm and 6 mm each. The screws type that used to attach the steel sheeting and dry board are MKFastener. Based on the bending experiment, the stiffness of the panel can be determined by calculating the slope for each graph of Load vs Deflection that has been obtained. The results of the stiffness are increased from 180 kNm2/m to 184 kNm2/m when the thickness of plywood is increased from 3mm to 6mm. According to the result obtained, it showed that the increasing thickness in plywood will give the increasing in stiffness. However, in this experiment, the foam concrete will be used as a filling. So, Foam concrete help to decrease deflection of floor compare to non filled profile steel sheeting dry board and increase the stiffness. In other words, thicker plywood will give the stronger floor panel compare to the thin plywood.
机译:建筑行业的快速增长和发展导致对有效和创新的建筑系统和技术的需求不断增加。通常,施工将涉及通常使用诸如钢筋混凝土和其他更可接受​​的类似工业化建筑系统(IBS)的材料。异型钢板干板(PSSDB)是一种轻型复合系统,薄壁,由异型钢板组成,该钢板通过自钻孔和自攻连接器连接到干板上。 PSSDB地板面板系统根据地板的功能进行了剪切和平面弯曲,以安全地支撑所有可能的垂直载荷,然后通过支撑地板的构件将载荷传递到基础。本研究的范围是确定PSSDB地板面板上型材钢板中填充混合物的行为。在该实验中,弯曲试验将通过使用压缩和弯曲试验机(Magnus Frame&Apparatus 30 Tonne)进行。此过程将使用不同尺寸的胶合板,分别为3毫米,4毫米和6毫米。用于固定钢板和干板的螺钉类型为MKFastener。基于弯曲实验,可以通过计算已获得的载荷与挠度图的斜率来确定面板的刚度。当胶合板的厚度从3mm增加到6mm时,刚度的结果从180 kNm2 / m增加到184 kNm2 / m。根据获得的结果,表明胶合板厚度的增加将使刚度增加。但是,在该实验中,泡沫混凝土将用作填充物。因此,与非填充型钢板干板相比,泡沫混凝土有助于减少地板的挠度并增加刚度。换句话说,与薄胶合板相比,较厚的胶合板将使地板更加坚固。

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    Fatin Nur Amni Aminuddin;

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  • 年度 2015
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