Rothoblaas - 木结构连接器 Page 291
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CLT 板之间连接件上的应力 CLT 楼板的连接板性能可通过专用抗弯连接件来实现。对于“SPIDER 加金属板楼板”系统,连接通常位于 1/4 跨处,不会承受最 大应力力矩。对于“PILLAR 中心支撑”系统,连接大约位于中间位置,不过由于柱间距减小,连接承受的力矩也相应减小。 在以下模式中,垂直部分以对应于柱的形式表示。 SPIDER 加金属板楼板 PILLAR 加中心支撑件 Mmax- Mmax- Mmax+ Mmax+ Vmax- Vmax- Vmax+ Vmax+ CLT 面板之间的特殊连接 通过用粘合剂将钢板安装到面板中的垂直开槽实现刚性连接。连接件几何参 数确保正力矩和负力矩强度,以适应典型的围护应力。使用高性能材料,例 如钢和环氧树脂结合使用,可保证卓越的强度和抗弯刚度性能。 M- MV- V- M+ M+ V+ V+ 金属和建筑节点 | SPIDER 和 PILLAR 连接件 | 291
576 Pages | Valid until 04/2024 | Previous page | Next page
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