Rothoblaas - 木结构连接器 Page 185
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在指导设计师选择 TITAN 直角支架时，应将表中所示强度值视为指导值。必须根据各 个产品页面中提供的技术规格进行最终验证，具体取决于设计要求和实际临界条件。 例如，设计强度值 (Rd) 根据 EN 1995-1-1 和 EN 1993-1-1 计算，并考虑即时荷载持 续等级 (kmod = 1,1)，对于未开裂混凝土，使用 LBS 螺钉 Ø5 x 50 mm（对于 TITAN S，为 HBS PLATE）紧固在木结构上，且混凝土锚栓类型可能根据直角瞬时荷载。 木-木节点 TITAN N TTN240 FULL FULL FULL FULL PATTERN PATTERN PATTERN PATTERN (36) (36) + Xylofon (36) + Aladin S . (36) + Aladin Es . R1,d R2/3,d R4,d R5,d R4/5,d [kN] [kN] [kN] [kN] [kN] 13,7 39,5 20,1 3,4 22,6 - 21,0 - - - - 24,5 - - - - 23,3 - - - TITAN S TTS240 FULL FULL FULL FULL PATTERN PATTERN PATTERN PATTERN (14) (14) + Xylofon (14) + Aladin S . (14) + Aladin Es . R1,d R2/3,d R4,d R5,d R4/5,d [kN] [kN] [kN] [kN] [kN] - 50,8 17,5 4,2 21,3 - 10,6 - - - - 12,4 - - - - 11,8 - - - TITAN F TTF200 R1,d R2/3,d R4,d R5,d R4/5,d [kN] [kN] [kN] [kN] [kN] FULL PATTERN (30) PARTIAL 3 (25) PARTIAL 2 (15) PARTIAL 1 (10) FULL PATTERN (30) + Xylofon FULL PATTERN (30) + Aladin S . - 36,0 10,4 4,7 14,2 - 31,5 - - - - 21,2 - - - - 15,3 - - - - 14,6 - - - - 16,9 - - - FULL PATTERN (30) + Aladin Es . - 16,1 - - - TITAN V TTV240 FULL PATTERN (36) PARTIAL (24) FULL PATTERN (36) + Xylofon(*) R1,d R2/3,d R4,d R5,d R4/5,d [kN] [kN] [kN] [kN] [kN] 85,5 50,5 - - - 54,6 43,6 - - - - 43,0 - - - (*) ETA 中未包含实验值。 金属和建筑节点 | TITAN 直角支架： 囊括所有解决方案 | 185
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