1区板抗弯碳纤维等强加固计算表格2018-1-16_第1页
1区板抗弯碳纤维等强加固计算表格2018-1-16_第2页
1区板抗弯碳纤维等强加固计算表格2018-1-16_第3页
全文预览已结束

付费下载

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

碳纤维抗弯加固计算表格,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,碳纤维粘结延伸长度表,混凝土等级,ft,"ff,v",ff,厚度tf,ψ1,lc(单层)-200,注:1.表中碳纤维强度按一般构件高强I级,厚度200g碳纤维取值;具体项目应根据实际情况根据《混凝土结构加固设计规范》P57取值。

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,C15,0.91,0.4,2300,0.111,1.45,925,

工程名称:,,,,,,,计算范围:,,,,编制人:,,核算人:,,,日期:年月日,,,,,,,,,,,,,,,,,,,,,,C20,1.1,0.44,2300,0.111,1.45,841,

材料信息,,,,,配筋系数,,碳纤维材料信息,,,,,,混凝土构件信息,,,,,表格说明:,,,,,,,,延伸长度计算(mm),,,,,,,,,,,,C25,1.27,0.508,2300,0.111,1.45,729,

,,,,,1.00,,型号,厚度,等级,构件类型,强度,弹模,材料,类型,强度设计值,,,"1.根据现行规范,借助PKPM结构设计软件,计算钢筋差值,通过等强代换确定碳纤维用量",,,,,,,,碳纤维型号,层数,,,,,,,,,,,C30,1.43,0.572,2300,0.111,1.45,647,

,,,,,放大因子,,CF200,0.111,Ⅰ级,重要构件,1600,230,混凝土,C25,16.7,,,,,,,,,,,,1,2,3,,,,,,,,,C35,1.57,0.628,2300,0.111,1.45,589,

,,,,,1.00,,CF300,0.167,Ⅰ级,重要构件,1600,230,钢筋,一级,210,构件类型,重要构件,,,,,,,,,CF200,929,1657.42126,2386.13189,,,,,,,,,C40,1.71,0.684,2300,0.111,1.45,541,

,,,,,受压区限值,,CUP,1.4,Ⅰ级,重要构件,1150,160,楼板厚,现浇,120,重要构件,一般构件,,,,,,,,,CF300,1297,2393.418996,3490.128494,,,,,,,,板侧修正系数,,,,,,,,

,,,,,0.464,,应变值,重要构件,0.007,,,,as(mm),单排钢筋,35.0,0.75,0.85,,,,,,,,,混凝土标号:,,C25,,,,,,,,,hf/h,0.05,0.1,0.15,0.2,0.25,,,

1区,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,ηf,1.09,1.19,1.3,1.43,1.59,,,

,,,,,,,,,,,,,,,,,,,,,,实际粘贴方式,,,,,,,,,,,,,,,,,,,,,,,

板编号,b(mm),h(mm),板翼缘宽度(mm),原作用标准值系数r,截面号,原配筋面积(mm2),受压区钢筋面积(mm2),新计算配筋面积(mm2),钢筋差值(mm2),原配筋率(%),计算后受压区高度,提高幅度(%),计算配筋率(%),强度利用系数(%),材料型号,厚度(mm),碳纤维强度(MPa),计算宽度(mm),宽度取整(参考)(mm),,,正面粘贴宽度,正面粘贴层数,碳纤维弹性模量,正面厚度折减系数,侧面粘贴高度,侧面粘贴层数,侧面粘贴边数,侧面厚度折减系数,板侧修正高度比(hf/h),板侧粘贴放大系数(ηf),总粘贴宽度,粘贴是否满足要求,,ρte,原钢筋排列,计算系数αf,原钢筋弹性模量Es(GPa),"碳纤维滞后应变εf,0",,,,,,

1-JB2-X,1000,110,0,1.3,KZ,558,0,687,129,0.7%,9,21.7%,0.92%,100%,CF300,0.167,1600,101,200,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

1-JB2-Y,1000,110,0,1.3,KZ,335,0,427,92,0.4%,5,26.5%,0.57%,100%,CF300,0.167,1600,72,100,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

1-JB3-X,1000,110,0,1.3,KZ,558,0,697,139,0.7%,9,23.4%,0.93%,100%,CF300,0.167,1600,109,200,,,300,2,230,0.9,`,0,0,0.9,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

1-JB4-X,1000,110,0,1.3,KZ,558,0,721,163,0.7%,9,27.4%,0.96%,100%,CF300,0.167,1600,128,200,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

1-JB4-Y,1000,110,0,1.3,KZ,335,0,395,60,0.4%,5,17.3%,0.53%,100%,CF300,0.167,1600,47,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

1-JB5-X,1000,110,0,1.3,KZ,558,0,576,18,0.7%,7,3.1%,0.77%,100%,CF300,0.167,1600,14,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

1-JB5-Y,1000,110,0,1.3,KZ,335,0,440,105,0.4%,6,30.2%,0.59%,100%,CF300,0.167,1600,83,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

1-ZZ1,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,,,0.006090909,单排,0.7,210,0.000523339,,,,,,

1-ZZ2,1000,110,0,1.3,ZZ,805,0,807,2,1.1%,10,0.2%,1.08%,100%,CF300,0.167,1600,2,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.014636364,单排,1.015909091,210,0.000728731,,,,,,

1-ZZ3,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

2-JB2-X,1000,110,0,1.3,KZ,558,0,687,129,0.7%,9,21.7%,0.92%,100%,CF300,0.167,1600,101,200,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

2-JB2-y,1000,110,0,1.3,KZ,335,0,427,92,0.4%,5,26.5%,0.57%,100%,CF300,0.167,1600,72,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

2-JB3-X,1000,110,0,1.3,KZ,558,0,579,21,0.7%,7,3.6%,0.77%,100%,CF300,0.167,1600,17,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

2-JB3-y,1000,110,0,1.3,KZ,335,0,440,105,0.4%,6,30.2%,0.59%,100%,CF300,0.167,1600,83,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

2-ZZ1,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

2-ZZ2,1000,110,0,1.3,ZZ,558,0,764,206,0.7%,10,34.4%,1.02%,100%,CF300,0.167,1600,162,200,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

3-JB2-X,1000,110,0,1.3,KZ,558,0,687,129,0.7%,9,21.7%,0.92%,100%,CF300,0.167,1600,101,200,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

3-JB2-y,1000,110,0,1.3,KZ,335,0,427,92,0.4%,5,26.5%,0.57%,100%,CF300,0.167,1600,72,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

3-JB3-X,1000,110,0,1.3,KZ,558,0,579,21,0.7%,7,3.6%,0.77%,100%,CF300,0.167,1600,17,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

3-JB3-y,1000,110,0,1.3,KZ,335,0,440,105,0.4%,6,30.2%,0.59%,100%,CF300,0.167,1600,83,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

3-ZZ1,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

3-ZZ2,1000,110,0,1.3,ZZ,558,0,764,206,0.7%,10,34.4%,1.02%,100%,CF300,0.167,1600,162,200,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

4-JB2-X,1000,110,0,1.3,KZ,558,0,687,129,0.7%,9,21.7%,0.92%,100%,CF300,0.167,1600,101,200,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

4-JB2-y,1000,110,0,1.3,KZ,335,0,352,17,0.4%,4,4.9%,0.47%,100%,CF300,0.167,1600,13,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

4-ZZ1,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

4-ZZ2,1000,110,0,1.3,ZZ,558,0,764,206,0.7%,10,34.4%,1.02%,100%,CF300,0.167,1600,162,200,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

5-ZZ1,1000,110,0,1.3,ZZ,335,0,436,101,0.4%,5,29.0%,0.58%,100%,CF300,0.167,1600,79,100,,,300,1,230,1,0,0,0,0.9,0,1,300,满足,,0.006090909,单排,0.7,210,0.000523339,,,,,,

5-ZZ2,1000,110,0,1.3,ZZ,558,0,865,307,0.7%,11,50.8%,超标,100%,CF300,0.167,1600,241,300,,,300,2,230,0.9,0,0,0,0.9,0,1,600,满足,,0.010145455,单排,0.903636364,210,0.000662589,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

最新文档

评论

0/150

提交评论