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Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls

机译:不可燃钢筋水泥轻质板和剪力墙金属框架系统

摘要

A non-combustible shear wall system 5 for construction comprising metal screw fasteners with winged drillers wherein the winged drillers are located above the point and below the first thread of the screw and protrude laterally from a shaft of the screw, light gauge cold rolled metal frame, a vertical shear diaphragm fastened by the fasteners to the light gauge cold rolled metal frame, the vertical shear diaphragm comprising a reinforced, lightweight, dimensionally stable cementitious panel 4 and the framing comprising metal studs, the panel 4 having a density of 65 to 90 pounds per cubic foot and capable of resisting shear loads when fastened to framing and comprising a continuous phase resulting from the curing of an aqueous mixture comprising, on a dry basis, 35 to 70 weight % reactive powder, 20 to 50 weight % lightweight filler, and 5 to 20 weight % glass fibers, the continuous phase being reinforced with glass fibers and containing the lightweight filler particles, the lightweight filler particles selected from at least one member of the group consisting of ceramic microspheres, glass microspheres, fly ash cenospheres and perlite having a particle specific gravity of from 0.02 to 1.00 and an average particle size of about 10 to 500 microns (micrometers), wherein the panels are 3/8-3/4 inch (9-19 mm) thick, and the system 5 having the 3/8-3/4 inch (9-19 mm) thick panels fastened to laterally braced said light gauge cold rolled metal frame when tested according to ASTM E-72-05, effective 2005, has a nominal wall shear capacity of 200 to 1200 pounds per linear foot, wherein the panels fastened to said light gauge cold rolled metal frame when tested according to ASTM D-1761-88, effective 1988 (reapproved 2000), has a dry lateral screw resistance of 350 to 550 pounds, wherein the shear wall system 5 has a 2 hour fire resistance rating under ASTM E-119, effective 2003.
机译:一种用于建筑的不可燃剪力墙系统5,该系统包括带翼钻的金属螺钉紧固件,其中,翼钻位于该螺钉的第一螺纹的点上方和下方,并从轻型冷轧金属框架的螺钉的轴侧向伸出。 ,通过紧固件固定到轻量级冷轧金属框架上的垂直剪切膜片,该垂直剪切膜片包括增强的,轻质的,尺寸稳定的水泥面板4,框架包括金属钉,面板4的密度为65到90磅/立方英尺,在固定到框架时能够抵抗剪切载荷,并且包含连续相,该连续相是由水性混合物固化而成的,该水性混合物包含以干基计的35至70重量%的活性粉末,20至50重量%的轻质填料,和5至20重量%的玻璃纤维,连续相用玻璃纤维增​​强,并包含轻质填料颗粒,重量轻t填料颗粒,其选自由陶瓷微球,玻璃微球,粉煤灰空心球和珍珠岩组成的组中的至少一种,其颗粒比重为0.02至1.00,平均粒径为约10至500微米(微米),其中面板的厚度为3 / 8-3 / 4英寸(9-19毫米),系统5的面板厚度为3 / 8-3 / 4英寸(9-19毫米),固定以横向固定所述冷量表根据2005年生效的ASTM E-72-05进行测试时,轧制金属框架的标称壁切能力为每线性英尺200至1200磅,其中,按照ASTM D进行测试时,将面板固定到所述轻型冷轧金属框架上-1761-88(于1988年生效(2000年重新批准))具有350至550磅的干侧向螺钉阻力,其中,根据ASTM E-119(于2003年生效),剪力墙系统5的耐火等级为2小时。

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