钢筋结构用柱脚锚栓选用表

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1、...第一节锚栓锚栓用于上部钢结构与下部基础的连接，承受柱弯矩在柱脚底板与基础间产生的拉力，剪力由柱底板与基础面之间的摩擦力抵抗，若摩擦力不足以抵抗剪力，则需在柱底板上焊接抗剪键以增大抗剪能力。锚栓一头埋入混凝土中，埋入的长度要以混凝土对其的握裹力不小于其自身强度为原则，所以对于不同的混凝土标号和锚栓强度，所需最小埋入长度也不一样。为了增加握裹力，对于Φ39以下锚栓，需将其下端弯成L型，弯钩的长度为4D；对于Φ39以上锚栓，因其直径过大不便于折弯，则在其下端焊接锚固板。锚栓的锚固及构造详见表7-5与表7-6。参

2、考学习...表7-5-1Q235钢锚栓选用表锚栓直径d(mm)锚栓截面有效面积A0(cm)连接尺寸锚固长度及细部尺寸每个螺栓的受拉承载力设计值(KN)Ⅰ型Ⅱ型Ⅲ型单螺母双螺母锚固长度l(mm)锚板尺寸a(mm)b(mm)a(mm)b(mm)当基础混凝土的强度等级为C(mm)t(mm)C15C20C15C20C15C20202224273033363942452.4483.0343.5254.5945.6066.9368.1679.75811.2113.064545505055556065707575758080

3、85909510010511060657075808590951001059095100105110120125130135140500550600675750825900100040044048054060066072078010501125840900630675505540140140202034.342.549.464.378.597.1114.3136.6156.9182.8参考学习...表7-5-2Q235钢锚栓选用表锚栓直径d(mm)锚栓截面有效面积A0(cm)连接尺寸锚固长度及细部尺寸每个螺栓的

4、受拉承载力设计值(KN)Ⅰ型Ⅱ型Ⅲ型单螺母双螺母锚固长度l(mm)锚板尺寸a(mm)b(mm)a(mm)b(mm)当基础混凝土的强度等级为C(mm)t(mm)C15C20C15C20C15C2048525660646872768014.7317.5820.3023.6226.7630.5534.6038.8943.4480859095100105110115120120125130135145150155160165110120130140150160170180190150160170180195205215

5、225235120013001400150016001700180019002000960104011201200128013601440152016007207808409009601020108011401200575625670720770815865910960200200200240240280280320350202020252530303040206.2246.1284.2330.7374.6427.7484.4544.5608.2参考学习...表7-5-3Q235钢锚栓选用表锚栓直径d(mm)锚

6、栓截面有效面积A0(cm)连接尺寸锚固长度及细部尺寸每个螺栓的受拉承载力设计值(KN)Ⅰ型Ⅱ型Ⅲ型单螺母双螺母锚固长度l(mm)锚板尺寸a(mm)b(mm)a(mm)b(mm)当基础混凝土的强度等级为C(mm)t(mm)C15C20C15C20C15C2085909510049.4855.9162.7369.9513014015016018019020021020021022023025026027028021252250237525001700180019002000127513501425150010201

7、0801140120035040045050040404545692.7782.7878.2979.3参考学习...表7-6-1Q345钢锚栓选用表锚栓直径d(mm)锚栓截面有效面积A0(cm)连接尺寸锚固长度及细部尺寸每个螺栓的受拉承载力设计值(KN)Ⅰ型Ⅱ型Ⅲ型单螺母双螺母锚固长度l(mm)锚板尺寸a(mm)b(mm)a(mm)b(mm)当基础混凝土的强度等级为C(mm)t(mm)C15C20C15C20C15C20202224273033363942452.4483.0343.5254.5945.6066

8、.9368.1679.75811.2113.0645455050555560657075757580808590951001051106065707580859095100105909510010511012012513013514060066072081090099010801170500550600675750625900100012601350105011257558106306