梁钢筋计算表

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第1页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

,构件编号:KL10(12),,,,,楼层名称:基础层,,,,,,

9,受力锚固面筋,,18,53.25,2,53250+0+0+0,,1,2,213,双面焊,8

2,端支座负筋,,18,1.29,1,3875/3+0,,1,1,3,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(3875-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,3.88,3,3875+0+0+0,,2,6,23,双面焊,

3,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

4,中间支座负筋,,18,3.17,1,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

5,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

6,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

7,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第2页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

11,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

12,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

13,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

14,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

15,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,4.00,3,4000+0+0+0,,10,30,24,双面焊,

17,中间支座负筋,,18,3.17,1,"500+MIN(MAX(3875,4000)/3,3875)+MIN(MAX(3875,4000)/3,4000)",,11,11,6,双面焊,

8,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(3875-2*675-0-2*50)/200+1,12,324,14,绑扎,

10,梁底直筋,,18,3.88,3,3875+0+0+0,,2,6,23,双面焊,

16,右端支座负筋,,18,1.29,1,3875/3+0,,1,1,3,双面焊,

,构件编号:KL11(12),,,,,楼层名称:1层,,,,,,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第3页共14页,,,,,,,,,,,,

1,梁底直筋,,18,3.88,3,3875+0+0+0,,1,3,23,双面焊,

2,端支座负筋,,18,1.29,3,3875/3+0,,1,3,8,双面焊,

4,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,9,27,19,双面焊,

3,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

6,中间支座负筋,,18,3.17,3,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

5,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

8,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

7,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

13,中间支座负筋,,18,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,13,双面焊,

14,中间支座负筋,,22,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,19,双面焊,

9,矩形箍(2),,12,1.73,40,(250-2*24+600-2*24)*2+3*-21+2*142.8,2*900/100+(4000-2*900-0-2*50)/100+1,1,40,61,绑扎,

10,抗扭腰筋,,14,4.66,2,4000+-30+686+0,,1,2,11,绑扎,

11,梁底直筋,,20,4.95,2,4000+0+980+0,,1,2,24,双面焊,

12,梁底直筋,,18,4.85,1,4000+0+882+0,,1,1,10,双面焊,

31,截宽方向拉筋,,6,0.38,21,250-2*27+2*6+2*86.4,2*900/200+(4000-2*900-2*50)/200+1,1,21,2,绑扎,

16,中间支座负筋,,18,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,13,双面焊,

17,中间支座负筋,,22,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,19,双面焊,

15,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

19,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

18,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

21,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第4页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

20,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

23,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

22,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

25,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

24,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

27,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

26,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

30,中间支座负筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,双面焊,

28,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

29,右端支座负筋,,18,2.22,3,4000/3+0,,1,3,13,双面焊,

,构件编号:KL14(4),,,,,楼层名称:基础层,,,,,,

5,受力锚固面筋,,18,17.50,2,17500+0+0+0,,1,2,70,双面焊,2

2,端支座负筋,,18,1.33,1,4000/3+0,,1,1,3,双面焊,

4,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,4,108,14,绑扎,

6,梁底直筋,,18,4.00,3,4000+0+0+0,,4,12,24,双面焊,

3,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,双面焊,

4,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,4,108,14,绑扎,

6,梁底直筋,,18,4.00,3,4000+0+0+0,,4,12,24,双面焊,

7,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,双面焊,

4,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,4,108,14,绑扎,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第5页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

6,梁底直筋,,18,4.00,3,4000+0+0+0,,4,12,24,双面焊,

8,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,双面焊,

4,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,4,108,14,绑扎,

6,梁底直筋,,18,4.00,3,4000+0+0+0,,4,12,24,双面焊,

9,右端支座负筋,,18,1.33,1,4000/3+0,,1,1,3,双面焊,

,构件编号:KL16(12),,,,,楼层名称:基础层,,,,,,

12,受力锚固面筋,,18,53.25,2,53250+0+0+0,,1,2,213,双面焊,8

1,端支座负筋,,18,1.29,1,3875/3+0,,1,1,3,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(3875-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,3.88,3,3875+0+0+0,,1,3,23,双面焊,

2,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

3,中间支座负筋,,18,3.17,1,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

4,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.00,3,4000+0+0+0,,3,9,24,双面焊,

7,中间支座负筋,,20,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,16,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第6页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

8,抗扭腰筋,,14,4.66,2,4000+-30+686+0,,1,2,11,绑扎,

11,矩形箍(2),,8,1.64,30,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(4000-2*900-0-2*50)/200+1,1,30,19,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+882+0,,7,21,29,双面焊,

21,截宽方向拉筋,,6,0.38,21,250-2*27+2*6+2*86.4,2*900/200+(4000-2*900-2*50)/200+1,1,21,2,绑扎,

10,中间支座负筋,,20,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,16,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

14,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

15,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

16,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

17,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

18,中间支座负筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第7页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.85,3,4000+0+0+0,,7,21,29,双面焊,

20,中间支座负筋,,18,3.17,1,"500+MIN(MAX(3875,4000)/3,3875)+MIN(MAX(3875,4000)/3,4000)",,9,9,6,双面焊,

11,矩形箍(2),,8,1.34,27,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(3875-2*675-0-2*50)/200+1,11,297,14,绑扎,

13,梁底直筋,,18,4.73,3,3875+0+0+0,,1,3,28,双面焊,

19,右端支座负筋,,18,2.17,1,3875/3+0,,1,1,4,双面焊,

,构件编号:KL17(4),,,,,楼层名称:基础层,,,,,,

6,受力锚固面筋,,18,17.50,2,17500+0+0+0,,1,2,70,双面焊,2

2,端支座负筋,,18,1.96,1,4000/3+0,,1,1,4,双面焊,

5,矩形箍(2),,8,1.34,40,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/100+1,3,120,21,绑扎,

7,梁底直筋,,18,5.51,3,4000+0+882+0,,2,6,33,双面焊,

4,中间支座负筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,双面焊,

5,矩形箍(2),,8,1.34,40,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/100+1,3,120,21,绑扎,

7,梁底直筋,,18,5.51,3,4000+0+882+0,,2,6,33,双面焊,

9,中间支座负筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,双面焊,

5,矩形箍(2),,8,1.34,40,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/100+(4000-2*675-0-2*50)/100+1,3,120,21,绑扎,

7,梁底直筋,,18,5.76,3,4000+882+0+0,,2,6,35,双面焊,

14,中间支座负筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,双面焊,

7,梁底直筋,,18,5.76,3,4000+882+0+0,,2,6,35,双面焊,

10,矩形箍(2),,10,1.39,40,(250-2*25+450-2*25)*2+3*-17.5+2*119,2*675/100+(4000-2*675-0-2*50)/100+1,1,40,34,绑扎,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第8页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

12,右端支座负筋,,20,2.22,1,4000/3+0,,1,1,5,双面焊,

,构件编号:LL1(1),,,,,楼层名称:基础层,,,,,,

3,受力锚固面筋,,18,6.05,2,6050+0+0+0,,1,2,24,双面焊,

1,端支座负筋,,18,2.02,1,6050/3+0,,1,1,4,双面焊,

2,右端支座负筋,,18,2.02,1,6050/3+0,,1,1,4,双面焊,

5,梁底直筋,,20,6.05,2,6050+0+0+0,,1,2,30,双面焊,

4,梁底二排直筋,,22,6.05,2,6050+0+0+0,,1,2,36,双面焊,

6,矩形箍(2),,8,1.34,31,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/200+(6050-2*675-0-2*50)/200+1,1,31,16,绑扎,

,构件编号:LL3(1),,,,,楼层名称:基础层,,,,,,

2,受力锚固面筋,,18,4.85,2,4850+0+0+0,,1,2,19,双面焊,

1,矩形箍(2),,8,1.34,25,(250-2*26+450-2*26)*2+3*-14+2*95.2,2*675/200+(4850-2*675-0-2*50)/200+1,1,25,13,绑扎,

4,梁底直筋,,18,4.85,1,4850+0+0+0,,1,1,10,双面焊,

3,梁底二排直筋,,20,4.85,2,4850+0+0+0,,1,2,24,双面焊,

,构件编号:KL18(3),,,,,楼层名称:第2层,,,,,,

1,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,1,38,25,绑扎,

2,端支座负筋,,20,2.58,2,5675/3+692,,1,2,13,双面焊,

3,端支座负筋,,22,2.65,2,5675/3+761,,1,2,16,双面焊,

4,抗扭腰筋,,14,6.13,2,5675+484+-30+0,,1,2,15,绑扎,

5,梁底直筋,,20,6.34,4,5675+692+0+0,,1,4,63,双面焊,

17,截宽方向拉筋,,6,0.38,15,250-2*27+2*6+2*86.4,2*900/400+(5675-2*900-2*50)/400+1,1,15,1,绑扎,

6,连续跨中间支座负筋,,20,6.98,2,3200+5675/3+5675/3,,1,2,34,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第9页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

7,连续跨中间支座负筋,,22,6.98,2,3200+5675/3+5675/3,,1,2,42,双面焊,

8,梁底直筋,,18,2.86,3,2200+0+0+0,,1,3,17,双面焊,

9,矩形箍(2),,8,1.64,44,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/150+1,1,44,28,绑扎,

12,抗扭腰筋,,14,6.33,2,5675+686+-30+0,,1,2,15,绑扎,

13,梁底直筋,,20,6.63,2,5675+980+0+0,,1,2,33,双面焊,

14,梁底直筋,,18,6.53,1,5675+882+0+0,,1,1,13,双面焊,

15,右端支座负筋,,20,1.86,2,5675/3+0,,1,2,9,双面焊,

16,右端支座负筋,,22,1.86,2,5675/3+0,,1,2,11,双面焊,

18,截宽方向拉筋,,6,0.38,20,250-2*27+2*6+2*86.4,2*900/300+(5675-2*900-2*50)/300+1,1,20,2,绑扎,

,构件编号:KL25(3),,,,,楼层名称:第2层,,,,,,

1,矩形箍(2),,8,1.64,33,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(4600-2*900-0-2*50)/200+1,10,330,107,绑扎,

2,矩形箍(2),,8,1.64,33,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(4600-2*900-0-2*50)/200+1,10,330,107,绑扎,

,构件编号:KL27(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,3,5675/3+0,,1,3,11,双面焊,

2,矩形箍(2),,8,1.64,44,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/150+1,2,88,28,绑扎,

3,构造腰筋,,12,6.04,4,5675+2*15*12+0,,1,4,21,绑扎,

4,梁底直筋,,18,5.68,3,5675+0+0+0,,1,3,34,双面焊,

15,截宽方向拉筋,,6,0.38,40,250-2*27+2*6+2*86.4,2*900/300+(5675-2*900-2*50)/300+1,1,40,3,绑扎,

5,中间支座负筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,1,3,26,双面焊,

6,梁底直筋,,18,2.20,3,2200+0+0+0,,1,3,13,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第10页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

7,中间支座负筋,,18,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,17,双面焊,

8,中间支座负筋,,22,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,26,双面焊,

9,右端支座负筋,,18,1.89,2,5675/3+0,,1,2,8,双面焊,

10,右端支座负筋,,22,1.89,2,5675/3+0,,1,2,11,双面焊,

11,矩形箍(2),,8,1.64,44,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/150+1,2,88,28,绑扎,

12,抗扭腰筋,,14,6.33,2,5675+686+-30+0,,1,2,15,绑扎,

13,梁底直筋,,20,6.63,2,5675+980+0+0,,1,2,33,双面焊,

14,梁底直筋,,18,6.53,1,5675+882+0+0,,1,1,13,双面焊,

16,截宽方向拉筋,,6,0.38,20,250-2*27+2*6+2*86.4,2*900/300+(5675-2*900-2*50)/300+1,1,20,2,绑扎,

,构件编号:KL28(3),,,,,楼层名称:第2层,,,,,,

1,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,1,38,25,绑扎,

2,端支座负筋,,20,2.58,2,5675/3+692,,1,2,13,双面焊,

3,端支座负筋,,18,2.51,2,5675/3+623,,1,2,10,双面焊,

4,抗扭腰筋,,14,6.13,2,5675+484+-30+0,,1,2,15,绑扎,

5,梁底直筋,,22,6.41,2,5675+761+0+0,,1,2,38,双面焊,

6,梁底直筋,,20,6.34,1,5675+692+0+0,,1,1,16,双面焊,

17,截宽方向拉筋,,6,0.38,15,250-2*27+2*6+2*86.4,2*900/400+(5675-2*900-2*50)/400+1,1,15,1,绑扎,

7,连续跨中间支座负筋,,20,6.98,2,3200+5675/3+5675/3,,1,2,34,双面焊,

8,连接面筋(右边搭接),,18,1.00,2,"2200-MAX(2200,5675)/3+0+0",,1,2,4,双面焊,

9,梁底直筋,,18,2.86,3,2200+0+0+0,,1,3,17,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第11页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

10,中间支座负筋,,20,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,21,双面焊,

11,中间支座负筋(二排),,20,3.34,2,"500+MIN(MAX(5675,2200)/4,5675)+MIN(MAX(5675,2200)/4,2200)",,1,2,16,双面焊,

12,梁底直筋,,22,6.72,2,5675+1078+0+0,,1,2,40,双面焊,

13,梁底直筋,,20,6.63,2,5675+980+0+0,,1,2,33,双面焊,

14,右端支座负筋,,20,1.86,2,5675/3+0,,1,2,9,双面焊,

15,右端支座负筋,,18,1.86,2,5675/3+0,,1,2,7,双面焊,

16,右端支座负筋(二排),,18,1.39,2,5675/4+0,,1,2,6,双面焊,

,构件编号:KL29(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,3,5675/3+0,,3,9,34,双面焊,

2,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,6,228,74,绑扎,

3,中间支座负筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,6,18,77,双面焊,

5,中间支座负筋,,18,4.28,3,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,6,18,77,双面焊,

4,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,6,228,74,绑扎,

6,右端支座负筋,,18,1.89,3,5675/3+0,,3,9,34,双面焊,

,构件编号:KL30(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,2,5675/3+0,,1,2,8,双面焊,

2,端支座负筋,,20,1.89,2,5675/3+0,,1,2,9,双面焊,

3,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

4,连续跨中间支座负筋,,18,6.98,2,3200+5675/3+5675/3,,1,2,28,双面焊,

5,连接面筋(右边搭接),,20,0.31,2,"2200-MAX(2200,5675)/3+0+0",,1,2,2,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第12页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

7,中间支座负筋,,18,4.28,1,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,1,9,双面焊,

6,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

8,右端支座负筋,,18,1.89,3,5675/3+0,,1,3,11,双面焊,

,构件编号:KL31(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,3,5675/3+0,,1,3,11,双面焊,

2,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

3,中间支座负筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,1,3,26,双面焊,

4,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

5,右端支座负筋,,18,1.89,3,5675/3+0,,1,3,11,双面焊,

,构件编号:KL32(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,20,1.89,2,5675/3+0,,2,4,19,双面焊,

2,端支座负筋,,18,1.89,2,5675/3+0,,2,4,15,双面焊,

3,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,4,152,49,绑扎,

4,连续跨中间支座负筋,,20,6.98,2,3200+5675/3+5675/3,,2,4,69,双面焊,

5,连续跨中间支座负筋,,18,6.98,2,3200+5675/3+5675/3,,2,4,56,双面焊,

6,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,4,152,49,绑扎,

9,右端支座负筋,,20,1.89,2,5675/3+0,,2,4,19,双面焊,

10,右端支座负筋,,18,1.89,2,5675/3+0,,2,4,15,双面焊,

,构件编号:KL33(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,2,5675/3+0,,1,2,8,双面焊,

2,端支座负筋,,20,1.89,2,5675/3+0,,1,2,9,双面焊,

钢筋计算表,,,,,,,,,,,,

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

工程名称:1第13页共14页,,,,,,,,,,,,

"钢筋

编号",钢筋名称,钢筋简图,"钢筋

规格","单根

长度(m)","钢筋

根数",长度计算式,数量计算式,同编号数量,"合计

根数","总重

(kg)",接头类型,"接头

数量"

3,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

4,连续跨中间支座负筋,,18,6.98,2,3200+5675/3+5675/3,,1,2,28,双面焊,

5,连接面筋(右边搭接),,20,0.31,2,"2200-MAX(2200,5675)/3+0+0",,1,2,2,双面焊,

8,中间支座负筋,,22,4.28,1,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,1,13,双面焊,

6,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

9,右端支座负筋,,18,1.89,2,5675/3+0,,1,2,8,双面焊,

10,右端支座负筋,,22,1.89,1,5675/3+0,,1,1,6,双面焊,

,构件编号:KL34(3),,,,,楼层名称:第2层,,,,,,

1,端支座负筋,,18,1.89,2,5675/3+0,,1,2,8,双面焊,

2,端支座负筋,,22,1.89,1,5675/3+0,,1,1,6,双面焊,

3,矩形箍(2),,8,1.64,38,(250-2*26+600-2*26)*2+3*-14+2*95.2,2*900/100+(5675-2*900-0-2*50)/200+1,2,76,25,绑扎,

4,中