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1、I钢管柱外露刚接”节点计算书计算软件：TSZ结构设计系列软件TS-MTS2021 Ver 6. 8. 0. 0 计算时间：2022年06月28日12:52:29一.节点基本资料设计依据：建筑抗震设计规范GB50011-2010 （2016版）钢结构连接节点设计手册（第四版）节点类型为：圆钢管柱外露刚接柱截面：PIPE-400 X 20, 材料：Q235柱采用四面围焊角焊缝，焊脚高度12 mm底板尺寸：L*B= 630 mmX 630 mm,厚：T= 30 mm锚栓信息：个数：6采用锚栓：双螺母焊板锚栓库_Q235-M30方形锚栓垫板尺寸（mm） ： B*T=80 X 20底板下混凝土采用C30
2、节点前视图如下：节点下视图如下:3-PKPM-104-251. 34.6-14. 051.410.8是3-PKPM-105-247. 1-10. 7-4.221.3-34.9是3-PKPM-106-247. 1-10.7-4.221.3-34.9是3-PKPM-107-247. 1-10.7-4.221.3-34.9是3-PKPM-108-395. 315.210.4-21.941.7是3-PKPM-109-395. 315.210.4-21.941.7是3-PKPM-110-395. 315.210.4-21.941.7是4-PKPM-l-557. 1-3.86.6-2.6-6.2否4-PK
3、PM-2-557. 1-3.86.6-2.6-6.2否4-PKPM-3-557. 1-3.86.6-2.6-6.2否4-PKPM-4-460. 1-3.25.6-2.5-5. 1否4-PKPM-5-460. 1-3.25.6-2.5-5. 1否4-PKPM-6-460. 1-3.25.6-2.5-5. 1否4-PKPM-7-462. 3-13.66.3-6. 4-36.0否4-PKPM-8-378. 17.82.25.226.8否4-PKPM-9-400. 1-2.7-3.623.3-4.4否4-PKPM-l0-440. 3-3.012. 1-24.6-4.8否4-PKPM-l1-365. 4
4、-12.95.3-6.3-34.9否4-PKPM-l2-281. 18.51.25. 327.8否4-PKPM-l3-303. 1-2. 14. 623.4-3.4否4-PKPM-l4-343. 4-2.311. 1-24.4-3.7否4-PKPM-l5-582. 4-10.37.8-6. 1-25.0否4-PKPM-l6-582. 4-10.37.8-6. 1-25.0否4-PKPM-l7-582. 4-10.37.8-6. 1-25.0否4-PKPM-l8-531.82.65.30.912.6否4-PKPM-l9-531.82.65.30.912.6否4-PKPM-20-531.82.65
5、. 30.912.6否4-PKPM-21-545. 0-3.81.811. 7-6. 1否4-PKPM-22-545. 0-3.81.811. 7-6. 1否4-PKPM-23-545. 0-3.81.811. 7-6. 1否4-PKPM-24-569. 2-3.911.3-17.0-6. 3否4-PKPM-25-569. 2-3.911.3-17.0-6. 3否4-PKPM-26-569. 2-3.911.3-17.0-6.3否4-PKPM-27-558. 2-14.27.9-7.8-37. 1否4-PKPM-28-558. 2-14.27.9-7.8-37. 1否4-PKPM-29-558
6、. 2-14.27.9-7.8-37. 1否4-PKPM-30-473. 97. 13.83.825.7否4-PKPM-31-473. 97. 13.83.825.7否4-PKPM-32-473. 97. 13.83.825. 7否4-PKPM-33-495. 9-3.4-2.021.9-5.5否4-PKPM-34-495. 9-3.4-2.021.9-5. 5否4-PKPM-35-495. 9-3.4-2.021.9-5.5否4-PKPM-36-536. 1-3. 713.8-25.9-5.9否4-PKPM-37-536. 1-3.713.8-25. 9-5.9否4-PKPM-38-536.
7、 1-3.713.8-25.9-5.9否4-PKPM-39-485. 4-9.66.8-6.0-24.0否4-PKPM-40-485. 4-9.66.8-6.0-24.0否4-PKPM-41-485. 4-9.66.8-6.0-24.0否4-PKPM-42-434. 83.24.41.013.7否4-PKPM-43-434. 83.24.41.013.7否4-PKPM-44-434. 83.24.41.013.7否4-PKPM-45-448. 0-3. 10.911.9-5.0否4-PKPM-46-448. 0-3. 10.911.9-5.0否4-PKPM-47-448. 0-3. 10.91
8、1.9-5.0否4-PKPM-48-472. 2-3.310.3-16.8-5.2否4-PKPM-49-472. 2-3.310.3-16.8-5.2否4-PKPM-50-472. 2-3.310.3-16.8-5.2否4-PKPM-51-461. 2-13.66.9-7. 7-36.0否4-PKPM-52-461.2-13.66.9-7. 7-36.0否4-PKPM-53-461. 2-13.66. 9-7. 7-36.0否4-PKPM-54-376. 97.82.83.926.7否4-PKPM-55-376. 97.82.83.926.7否4-PKPM-56-376. 97.82.83.9
9、26.7否4-PKPM-57-398. 9-2.7-3.022. 1-4.5否4-PKPM-58-398. 9-2.7-3.022. 1-4.5否4-PKPM-59-398. 9-2.7-3.022. 1-4. 5否4-PKPM-60-439. 2-3.012.8-25.8-4.8否4-PKPM-61-439. 2-3.012.8-25.8-4.8否4-PKPM-62-439. 2-3.012.8-25.8-4.8否4-PKPM-63-506. 1-15.99.6-16.0-43. 1是4-PKPM-64-506. 1-15.99.6-16.0-43. 1是4-PKPM-65-506. 1-1
10、5.99.6-16.0-43. 1是4-PKPM-66-365. 89.9-0. 113.333.5是4-PKPM-67-365. 89.9-0. 113.333.5是4-PKPM-68-365. 89.9-0. 113.333.5是4-PKPM-69-366. 4-5. 7-12.952. 7-12.6是4-PKPM-70-366. 4-5.7-12.952. 7-12.6是4-PKPM-71-366. 4-5.7-12.952. 7-12.6是4-PKPM-72-505. 4-0.322.5-55.43.0是4-PKPM-73-505. 4-0.322.5-55.43.0是4-PKPM-7
11、4-505. 4-0.322. 5-55.43.0是4-PKPM-75-506. 7-5.922.6-55. 7-12.9是4-PKPM-76-506. 7-5.922.6-55. 7-12.9是4-PKPM-77-506. 7-5.922.6-55. 7-12.9是4-PKPM-78-365. 1-0. 1-13.053.03.3是4-PKPM-79-365. 1-0. 1-13.053.03.3是4-PKPM-80-365. 1-0. 1-13.053.03.3是4-PKPM-81-504. 8-15.97.9-10.8-43. 1是4-PKPM-82-504. 8-15.97.9-10.
12、8-43. 1是4-PKPM-83-504. 8-15.97.9-10.8-43. 1是4-PKPM-84-367. 19.91.78. 133.5是4-PKPM-85-367. 19.91.78. 133.5是4-PKPM-86-367. 19.91.78. 133.5是4-PKPM-87-405. 5-15.28.5-15. 7-42.0是4-PKPM-88-405. 5-15.28. 5-15. 7-42.0是4-PKPM-89-405. 5-15.28.5-15. 7-42.0是4-PKPM-90-265. 210.6-1.213.634.6是4-PKPM-91-265. 210.6-
13、1.213.634.6是4-PKPM-92-265. 210.6-1.213.634.6是4-PKPM-93-265. 8-5.0-14.053.0-11.5是4-PKPM-94-265. 8-5.0-14.053.0-11.5是4-PKPM-95-265. 8-5.0-14. 053.0-11. 5是4-PKPM-96-404. 80.421.4-55. 14. 1是4-PKPM-97-404. 80.421.4-55. 14. 1是4-PKPM-98-404. 80.421.4-55. 14. 1是4-PKPM-99-406. 1-5.221.5-55.4-11.8是4-PKPM-100-
14、406. 1-5.221.5-55.4-11.8是4-PKPM-101-406. 1-5.221.5-55.4-11.8是4-PKPM-102-264. 60.6-14. 153. 34.4是4-PKPM-103-264. 60.6-14. 153.34.4是4-PKPM-104-264. 60.6-14. 153.34.4是4-PKPM-105-404. 2-15.26.8-10.5-42.0是4-PKPM-106-404. 2-15.26.8-10. 5-42.0是4-PKPM-107-404. 2-15.26.8-10. 5-42.0是4-PKPM-108-266. 510.60.68.
15、434.6是4-PKPM-109-266. 510.60.68.434.6是4-PKPM-110-266. 510.60.68.434.6是三.验算结果一览验算项数值限值结果底板下混凝土最大压 应力(MPa)5. 23最大16. 8满足底板厚度(mm)30.0最小24. 3满足锚栓拉力(kN)12.3最大78. 5满足综合应力(MPa)101最大160满足焊脚高度(mm)12.0最大19.0满足焊脚高度(mm)12.0最小8. 00满足板件宽厚比17. 7最大18. 0满足板件剪应力(MPa)27.6最大125满足焊缝剪应力(MPa)22.0最大160满足焊脚高度(mm)12.0最小8. 00
16、满足锚栓锚固长度(mm)750最小750满足基底最大剪力(kN)11. 5最大102满足四.底板下混凝土局部承压验算控制工况:2-PKPM-69, Nz=(-75L4) kN (受压)；Mx=67. 2 kN m； My=13.4 kN m底板承担合弯矩:M=(Mx2+M；2) 0 =68. 523 kN me2 12=206 mm角焊缝剪应力： yVr/(2*0.7*hf*L)=76. 264 X 107 (2 X 8. 4 X 206) =22. 037 N/mm2160N/mm2,满足九.锚栓锚固长度验算锚栓锚固长度最小值lain=25X 425X30=750 mm锚栓锚固长度la=75
17、0与750 mm,满足要求。十.柱脚抗剪验算控制工况：3-PKPM-105,凡二(一247.1) kN (受压)；Vx=(-10. 7) kN； Vy= (-4. 2) kN锚栓所承受的总拉力为：Ta=8. 912 kN柱脚底板的摩擦力：Vfb=O. 4*(-Nz+Ta)=0. 4X (247.1+8. 912)=102. 405 kN柱脚所承受的剪力：V=(Vj+vJp5=(_0. 7)，(-4. 2) 2) -5=11. 495 kNW102. 405kN, 满足ya二.内力信息设计内力：组合工况内力设计值工况Nz(kN)Vx(kN)Vy(kN)Mx(kN m)My(kN m)抗震1-PK
18、PM-1-851.81.8-5. 516. 13. 1否1-PKPM-2-851. 81.8-5. 516. 13. 1否1-PKPM-3-851.81.8-5. 516. 13. 1否1-PKPM-4-705. 11.6-4.713.52.7否1-PKPM-5-705. 11.6-4.713.52.7否1-PKPM-6-705. 11.6-4. 713. 52.7否1-PKPM-7-577. 3-14. 2-5.315. 7-42.0否1-PKPM-8-694. 316.4-1.76.946. 1否1-PKPM-9-656. 41.0-11.334.82. 1否1-PKPM-10-615.2
19、1.34.3-12.21.9否1-PKPM-11-430. 6-14.4-4. 513. 1-42.5否1-PKPM-12-547. 616.2-0.94.345.6否1-PKPM-13-509. 70. 7-10.532.21.6否1-PKPM-14-468. 51.05. 1-14.81.4否1-PKPM-15-816. 7-7.46. 618.8-23.3否1-PKPM-16-816. 7-7.4-6. 618.8-23.3否1-PKPM-17-816. 7-7.46. 618.8-23.3否1-PKPM-18-886. 911.0-4. 413. 529.6否1-PKPM-19-886
20、. 911.0-4. 413.529.6否1-PKPM-20-886. 911.0-4. 413. 529.6否1-PKPM-21-864. 21. 7-10.230.23.2否1-PKPM-22-864. 21. 7-10. 230.23.2否l-PKPM-23-864. 21. 7-10.230.23.2否l-PKPM-24-839. 41.9-0.82.03. 1否l-PKPM-25-839. 41.9-0.82.03. 1否l-PKPM-26-839. 41.9-0.82.03. 1否l-PKPM-27-728. 5-13.7-6.719. 1-41.3否l-PKPM-28-728.
21、5-13.7-6.719. 1-41.3否l-PKPM-29-728. 5-13.7-6.719. 1-41.3否l-PKPM-30-845. 516.9-3. 110.346.9否l-PKPM-31-845. 516.9-3. 110.346.9否l-PKPM-32-845. 516.9-3. 110.346.9否l-PKPM-33-807. 61.5-12.738.22.9否l-PKPM-34-807. 61.5-12.738.22.9否l-PKPM-35-807. 61.5-12.738.22.9否l-PKPM-36-766. 41.82.9-8.92.7否l-PKPM-37-766.
22、41.82.9-8.92.7否l-PKPM-38-766. 41.82.9-8.92.7否l-PKPM-39-670. 0-7.6-5.816.2-23.7否l-PKPM-40-670. 0-7.6-5.816.2-23.7否l-PKPM-41-670. 0-7.6-5.816.2-23.7否l-PKPM-42-740. 210. 7-3.610.929. 1否l-PKPM-43-740. 210. 7-3.610.929. 1否l-PKPM-44-740. 210. 7-3. 610.929. 1否l-PKPM-45-717.51.5-9.427.62.7否l-PKPM-46-717.51.
23、5-9.427.62.7否l-PKPM-47-717. 51.5-9.427.62. 7否l-PKPM-48-692. 71.60.0-0.62.6否l-PKPM-49-692. 71.60.0-0.62.6否l-PKPM-50-692. 71.60.0-0.62.6否l-PKPM-51-581.8-14.0-5.916.5-41.7否l-PKPM-52-581.8-14.0-5.916.5-41.7否l-PKPM-53-581.8-14.0-5.916.5-41.7否l-PKPM-54-698. 816. 7-2.37.646.4否l-PKPM-55-698. 816. 7-2.37.646
24、.4否l-PKPM-56-698. 816. 7-2.37.646.4否l-PKPM-57-660. 91.2-11.935.62.4否l-PKPM-58-660. 91.2-11.935.62.4否l-PKPM-59-660. 91.2-11.935.62.4否l-PKPM-60-619. 71. 53.7-11. 52.2否l-PKPM-61-619. 71.53.7-11.52.2否l-PKPM-62-619. 71.53.7-11.52.2否l-PKPM-63-567. 7-19.8-10.229.9-58.6是l-PKPM-64-567. 7-19.8-10.229.9-58.6是l
25、-PKPM-65-567. 7-19.8-10.229.9-58.6是l-PKPM-66-758. 522.42.3-5. 663.2是l-PKPM-67-758. 522.42.3-5. 663.2是l-PKPM-68-758. 522.42.3-5. 663.2是l-PKPM-69-753. 3-3.6-21.264.2-12.0是l-PKPM-70-753. 3-3.6-21.264.2-12.0是l-PKPM-71-753. 3-3.6-21.264.2-12.0是l-PKPM-72-572. 96.213.3-39.816.6是l-PKPM-73-572. 96.213.3-39.8
26、16.6是l-PKPM-74-572. 96.213.3-39.816.6是l-PKPM-75-571.4-3.313. 1-39.5-11.9是l-PKPM-76-571.4-3.313. 1-39.5-11.9是l-PKPM-77-571.4-3.313. 1-39.5-11.9是l-PKPM-78-754. 85.9-21. 163.816.4是l-PKPM-79-754. 85.9-21. 163.816.4是l-PKPM-80-754. 85.9-21. 163.816.4是l-PKPM-81-569. 2-19.8-11.433.2-58.7是l-PKPM-82-569. 2-19
27、.8-11.133.2-58.7是l-PKPM-83-569. 2-19.8-11.433.2-58.7是l-PKPM-84-757. 022.43.4-8.863.2是l-PKPM-85-757. 022.43.4-8.863.2是l-PKPM-86-757. 022.43.4-8.863.2是l-PKPM-87-414. 7-20. 1-9.327. 1-59.2是l-PKPM-88-414. 7-20. 1-9.327. 1-59.2是l-PKPM-89-414. 7-20. 1-9.327. 1-59.2是l-PKPM-90-605. 422. 13.2-8.462.7是l-PKPM-
28、91-605. 422. 13.2-8.462.7是l-PKPM-92-605. 422. 13.2-8.462.7是l-PKPM-93-600. 3-3.9-20.361.4-12.6是l-PKPM-94-600. 3-3.9-20. 361.4-12.6是l-PKPM-95-600. 3-3.9-20.361.4-12.6是l-PKPM-96-419.95.914.2-42.616. 1是l-PKPM-97-419.95.914.2-42.616. 1是l-PKPM-98-419.95.914.2-42.616. 1是l-PKPM-99-418. 3-3.614. 1-42.3-12.4是
29、l-PKPM-100-418. 3-3. 614. 1-42.3-12.4是l-PKPM-101-418. 3-3.614. 1-42.3-12.4是l-PKPM-102-601. 85.6-20. 161.015.9是l-PKPM-103-601. 85.6-20. 161.015.9是l-PKPM-104-601.85.6-20. 161.015.9是l-PKPM-105-416.2-20. 1-10.530.4-59.2是l-PKPM-106-416. 2-20. 1-10.530.4-59.2是l-PKPM-107-416.2-20. 1-10.530.4-59.2是l-PKPM-108-604. 022. 14.4-11. 762.7是l-PKPM-109-604. 022. 14.4-11. 762.7是l-PKPM-110-604. 022.