钢结构用柱脚锚栓选用表

1、锚栓直径锚栓截面有效面积(cm)2.4483.0343.5254.5945.6066.9368.1679.75811.2113.06连 接尺寸锚 固 长度及 细 部尺 寸每个螺栓1面标意& H .kJZZZ/Z",上3基础项面标海单螺母双螺母a(mm)b(mm)a(mm)b(mm)454550505555606570757575808085909510010511060657075808590951001059095100105110120125130135140i 型n 型川型锚固长度 l (mm)锚板尺寸当基础混 凝 土的强度等级为CtC15C20C15C20C15C20

2、(mm)(mm)5004005504406004806755407506008256609007201000780105084063050514020112590067554014020的受拉承载力设计值(KN)34.342.549.464.378.597.1114.3136.6156.9182.8d(mm)20222427303336394245锚栓直径锚栓截面有效面积A。(cm)14.7317.5820.3023.6226.7630.5534.6038.8943.44连 接尺寸捶故项面标新XrZ/ZXi基砒骑面标诲锚 固 长度及 细 部尺 寸型型dd凶LI每个螺栓型旦的受拉承载力设计20-

3、50Sms单螺母双螺母锚固长度(mm)锚板尺寸N：abab当基础混凝 土的强度等级为Ct(mm)(mm)(mm)(mm)C15C20C15C20C15C20(mm)(mm)(KN)80120110150120096072057520020206.2851251201601300104078062520020246.1901301301701400112084067020020284.2951351401801500120090072024025330.71001451501951600128096077024025374.610515016020517001360102081528030427

4、.711015517021518001440108086528030484.411516018022519001520114091032030544.512016519023520001600120096035040608.2d(mm)485256606468727680锚栓直径锚栓截面有效面积A。(mm)(cm)8549.489055.919562.7310069.95连 接尺寸单螺母双螺母abab(mm)(mm)(mm)(mm)130180200250140190210260150200220270160210230280锚 固 长度及 细 部尺 寸锚固长度 l (mm)锚板尺寸当基础混

5、凝 土的强度等级为CtC15C20C15C20C15C20(mm)(mm)212517001275102035040225018001350108040040237519001425114045045250020001500120050045每个螺栓的受拉承载力设计值(KN)692.7782.7878.2979.3锚栓直径锚栓截面连 接尺寸有效面积AXZZZZ上£一 7/ZZA卷础霸面标商单螺母双螺母abab(cm)(mm)(mm)(mm)(mm)2.448457560903.034457565953.5255080701004.5945080751055.6065585801106

6、.9365590851208.1676095901259.758651009513011.217010510013513.0675110105140锚 固 长度及 细 部尺 寸C15C20C15C206005006605507206008106759007509906251080900117010001260105013501125每个螺栓皿型锚板尺寸N：级为CtC15C20(mm)(mm)(KN)44.154.663.582.7100.9124.8147.0175.675563014020201.881067514020235.1当基础混凝土的强度等d(mm)2022242730333639

7、4245锚栓截面有效面积Ao(cm)14.7317.5820.3023.6226.7630.5534.6038.8943.44连 接尺寸锚 固 长度及 细 部尺 寸I 型口 型w型每个螺栓的受拉承载力设计值abab当基础混 凝 土的强度等级为Ct(mm)(mm)(mm)(mm)C15C20C15C20C15C20(mm)(mm)801201101501440120086572020020851251201601560130093578020020901301301701680140010108402002095135140180180015001080900240251001451501951

8、9201600115096024025105150160205204017001225102028030110155170215216018001300108028030115160180225228019001370114032030120165190235240020001440120035040单螺母双螺母锚固长度l (mm)锚板尺寸(KN)265.1316.4365.4425.2481.7549.9622.8700.0781.9锚栓直径d(mm)485256606468727680锚栓直径锚栓截面有效面积A。(mm)(cm)8549.489055.919562.7310069.95连 接尺寸盘板项面标需X7单螺母双螺母abab(mm)(mm)(mm)(mm)130180200250140190210260150200220270160210230280锚 固 长度及 细 部尺 寸锚固长度 l (mm)锚板尺寸当基础混 凝 土的强度等级为CtC15C20C15C2