G钢筋搭接与锚固长度查表版.xls

1、16G101-116G101-1图图集集数数据据16G101-116G101-1，5757页页受受拉拉钢钢筋筋基基本本锚锚固固长长度度l labab钢钢筋筋种种类类混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45C50C50C55C55C60C60HPB30039d34d30d28d25d24d23d22d21dHRB335、HRBF33538d33d29d27d25d23d22d21d21dHRB400、HRBF400RRB400-40d35d32d29d28d27d26d25dHRB500、HRBF500-48d43d39d36d24d3

2、2d31d30d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版抗抗震震设设计计时时受受拉拉钢钢筋筋基基本本锚锚固固长长度度l labEabE钢钢筋筋种种类类混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45C50C50C55C55C60C60HPB300一、二级45d39d35d32d29d28d26d25d24d三级41d36d32d29d26d25d24d23d22dHRB335HRBF335一、二级44d38d33d31d29d26d25d24d24d三级40d35d31d28d26d24d23d22d

3、22dHRB400HRBF400一、二级-46d40d37d33d32d31d30d29d三级-42d37d34d30d29d28d27d26dHRB500HRBF500一、二级-55d49d45d41d39d37d26d35d三级-50d45d41d38d36d34d33d32d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版16G101-1,5816G101-1,58页页受受拉拉钢钢筋筋锚锚固固长长度度l la a钢钢筋筋种种类类混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45d25d25d25d25d

4、d2525d25d25d d2525d25d25d d2525d25d25d d2525d25d25HPB30039d34d-30d-28d-25d-24dHRB335、HRBF33538d33d-29d-27d-25d-23dHRB400、HRBF400RRB40040d44d35d39d32d35d29d32d28dHRB500、HRBF50048d53d43d47d39d43d36d40d34d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版受受拉拉钢钢筋筋抗抗震震锚锚固固长长度度l laEaE钢钢筋筋种种类类及及抗抗震震等等级级混混凝凝土土强强度度等等

5、级级C20C20C25C25C30C30C35C35C40C40C45C45d25d25d25d25d d2525d25d25d d2525d25d25d d2525d25d25d d2525d25d25HPB300一、二级45d39d-35d-32d-29d-28d三级41d36d-32d-29d-26d-25dHRB335HRBF335一、二级44d38d-33d-31d-29d-26d三级40d35d-30d-28d-26d-24dHRB400HRBF400一、二级-46d51d40d45d37d40d33d37d32d三级-42d46d37d41d34d37d30d34d29dHRB5

6、00HRBF500一、二级-55d61d49d54d45d49d41d46d39d三级-50d56d45d49d41d45d38d42d36d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版如需编辑单元格数据，先取消保护，密码zaigongdi16G101-116G101-1，6060页页纵纵向向受受拉拉搭搭接接锚锚固固长长度度l ll l钢钢筋筋种种类类及及同同一一区区段段内内搭搭接接钢钢筋筋面面积积百百分分率率混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45d25d25d25d25d d2525d25d2

7、5d d2525d25d25d d2525d25d25d d2525d25d25HPB30025%47d41d-36d-34d-30d-29d50%55d48d-42d-39d-35d-34d100%62d54d-48d-45d-40d-38dHRB335HRBF33525%46d40d-35d-32d-30d-28d50%53d46d-41d-38d-35d-32d100%61d53d-46d-43d-40d-37dHRB400HRBF40025%-48d53d42d47d38d42d35d38d34d50%-56d62d49d55d45d49d41d45d39d100%64d70d56d6

8、2d51d56d46d51d45dHRB500HRBF50025%-58d64d52d56d47d52d43d48d41d50%-67d74d60d66d55d60d50d56d48d100%77d85d69d75d62d69d58d64d54d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版16G101-116G101-1，6161页页纵纵向向受受拉拉钢钢筋筋抗抗震震搭搭接接长长度度l llElE钢钢筋筋种种类类及及同同一一区区段段内内搭搭接接钢钢筋筋面面积积百百分分率率混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40

9、d25d25d25d25d d2525d25d25d d2525d25d25d d2525d25d25d d2525一一、二二级级抗抗震震等等级级HPB300HPB30025%54d47d-42d-38d-35d-50%63d55d-49d-45d-41d-HRB335HRB335HRBF335HRBF33525%53d46d-40d-37d-35d-50%62d53d-46d-43d-41d-HRB400HRB400HRBF400HRBF40025%-55d61d48d54d44d48d40d44d50%-64d71d56d63d52d56d46d52dHRB500HRB500HRBF500

10、HRBF50025%-66d73d59d65d54d59d49d55d50%-77d85d69d76d63d69d57d64d三三级级抗抗震震等等级级HPB300HPB30025%49d43d-38d-35d-31d-50%57d50d-45d-41d-36d-HRB335HRB335HRBF335HRBF33525%48d42d-36d-34d-31d-50%56d49d-42d-39d-36d-HRB400HRB400HRBF400HRBF40025%-50d55d44d49d41d44d36d41d50%-59d64d52d57d48d52d42d48dHRB500HRB500HRBF5

11、00HRBF50025%-60d67d54d59d59d54d46d50d50%-70d78d63d69d57d63d53d59d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版C50C50C55C55C60C60d d2525d25d25d d2525d25d25d d2525d25d25d d2525-23d-22d-21d-受受拉拉钢钢筋筋锚锚固固长长度度l la aC45C45-22d-21d-21d-31d27d30d26d29d25d28d37d32d35d31d34d30d33dC50C50C55C55C60C60d d2525d25d25d d

12、2525d25d25d d2525d25d25d d2525-26d-25d-24d-24d-23d-22d-25d-24d-24d-23d-22d-22d-36d31d35d30d33d29d32d33d28d32d27d30d26d29d43d37d40d36d39d35d38d39d34d37d33d36d32d35d编辑前先取消保护，密码：zaigongdiC50C50C55C55C60C60d d2525d25d25d d2525d25d25d d2525d25d25d d2525-28d-26d-25d-32d-31d-29d-37d-35d-34d-26d-25d-25d-31d

13、-29d-29d-35d-34d-34dC45C45如需编辑单元格数据，先取消保护，密码zaigongdiC45C4537d32d36d31d35d30d34d43d38d42d36d41d35d39d50d43d48d42d46d40d45d44d38d42d37d41d36d40d52d45d49d43d48d42d46d59d51d56d50d54d48d53dC45C45C50C50C55C55C60C60d25d25d d2525d25d25d d2525d25d25d d2525d25d25d d252534d-31d-30d-29d-39d-36d-35d-34d-31d-30d

14、-29d-29d36d-35d-34d-34d-38d43d37d42d36d40d35d38d45d50d43d49d42d46d41d45d47d52d44d48d43d47d42d46d55d60d52d46d50d55d49d53d30d-29d-28d-26d-35d-34d-32d-31d-29d-28d-26d-26d-34d-32d-31d-31d-35d40d34d38d32d36d31d35d41d46d39d45d38d42d36d41d43d47d41d44d40d43d38d42d50d55d48d52d46d50d45d49d混混凝凝土土强强度度等等级级16G101

15、-116G101-1图图集集数数据据16G101-116G101-1，5757页页受受拉拉钢钢筋筋基基本本锚锚固固长长度度l labab钢钢筋筋种种类类混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45C50C50HPB30039d34d30d28d25d24d23dHRB335、HRBF33538d33d29d27d25d23d22dHRB400、HRBF400RRB400-40d35d32d29d28d27dHRB500、HRBF500-48d43d39d36d24d32d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF

16、版Excel版抗抗震震设设计计时时受受拉拉钢钢筋筋基基本本锚锚固固长长度度l labEabE钢钢筋筋种种类类混混凝凝土土强强度度等等级级C20C20C25C25C30C30C35C35C40C40C45C45C50C50HPB300一、二级45d39d35d32d29d28d26d三级41d36d32d29d26d25d24dHRB335HRBF335一、二级44d38d33d31d29d26d25d三级40d35d31d28d26d24d23dHRB400HRBF400一、二级-46d40d37d33d32d31d三级-42d37d34d30d29d28dHRB500HRBF500一、二级-55d49d45d41d39d37d三级-50d45d41d38d36d34d本图表由法爱编辑，超级施工员App计算数据已更新，另有CAD版PDF版Excel版C55C55C60C6022d21d21d21d26d25d31d30dC55C55C60C6025d24d23d22d24d24d22d22d30d29d27d26d26d35d33d32d本图表由法爱编辑，超级施工员App计算数据已更新