梁鋼筋計(jì)算表

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第1頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

,構(gòu)件編號(hào):KL10(12),,,,,樓層名稱:基礎(chǔ)層,,,,,,

9,受力錨固面筋,,18,53.25,2,53250+0+0+0,,1,2,213,雙面焊,8

2,端支座負(fù)筋,,18,1.29,1,3875/3+0,,1,1,3,雙面焊,

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,綁扎,

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

3,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,11,11,6,雙面焊,

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,綁扎,

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

4,中間支座負(fù)筋,,18,3.17,1,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

5,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

6,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

7,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第2頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

11,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

12,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

13,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

14,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

15,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

17,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(3875,4000)/3,3875)+MIN(MAX(3875,4000)/3,4000)",,11,11,6,雙面焊,

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,綁扎,

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

16,右端支座負(fù)筋,,18,1.29,1,3875/3+0,,1,1,3,雙面焊,

,構(gòu)件編號(hào):KL11(12),,,,,樓層名稱:1層,,,,,,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第3頁(yè)共14頁(yè),,,,,,,,,,,,

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

2,端支座負(fù)筋,,18,1.29,3,3875/3+0,,1,3,8,雙面焊,

4,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,9,27,19,雙面焊,

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

6,中間支座負(fù)筋,,18,3.17,3,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

8,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

13,中間支座負(fù)筋,,18,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,13,雙面焊,

14,中間支座負(fù)筋,,22,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,19,雙面焊,

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,綁扎,

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

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

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

31,截寬方向拉筋,,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,綁扎,

16,中間支座負(fù)筋,,18,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,13,雙面焊,

17,中間支座負(fù)筋,,22,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,19,雙面焊,

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

19,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

21,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第4頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

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

23,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

25,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

27,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

30,中間支座負(fù)筋,,18,3.17,3,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,27,19,雙面焊,

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

29,右端支座負(fù)筋,,18,2.22,3,4000/3+0,,1,3,13,雙面焊,

,構(gòu)件編號(hào):KL14(4),,,,,樓層名稱:基礎(chǔ)層,,,,,,

5,受力錨固面筋,,18,17.50,2,17500+0+0+0,,1,2,70,雙面焊,2

2,端支座負(fù)筋,,18,1.33,1,4000/3+0,,1,1,3,雙面焊,

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,綁扎,

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

3,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,雙面焊,

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,綁扎,

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

7,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,雙面焊,

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,綁扎,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第5頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

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

8,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,6,雙面焊,

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,綁扎,

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

9,右端支座負(fù)筋,,18,1.33,1,4000/3+0,,1,1,3,雙面焊,

,構(gòu)件編號(hào):KL16(12),,,,,樓層名稱:基礎(chǔ)層,,,,,,

12,受力錨固面筋,,18,53.25,2,53250+0+0+0,,1,2,213,雙面焊,8

1,端支座負(fù)筋,,18,1.29,1,3875/3+0,,1,1,3,雙面焊,

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,綁扎,

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

2,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,3875)/3,4000)+MIN(MAX(4000,3875)/3,3875)",,9,9,6,雙面焊,

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,綁扎,

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

3,中間支座負(fù)筋,,18,3.17,1,"499.998+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

4,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

7,中間支座負(fù)筋,,20,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,16,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第6頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

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

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,綁扎,

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

21,截寬方向拉筋,,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,綁扎,

10,中間支座負(fù)筋,,20,3.17,2,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,2,4,16,雙面焊,

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,綁扎,

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

14,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

15,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

16,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

17,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

18,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,9,9,6,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第7頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)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,綁扎,

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

20,中間支座負(fù)筋,,18,3.17,1,"500+MIN(MAX(3875,4000)/3,3875)+MIN(MAX(3875,4000)/3,4000)",,9,9,6,雙面焊,

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,綁扎,

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

19,右端支座負(fù)筋,,18,2.17,1,3875/3+0,,1,1,4,雙面焊,

,構(gòu)件編號(hào):KL17(4),,,,,樓層名稱:基礎(chǔ)層,,,,,,

6,受力錨固面筋,,18,17.50,2,17500+0+0+0,,1,2,70,雙面焊,2

2,端支座負(fù)筋,,18,1.96,1,4000/3+0,,1,1,4,雙面焊,

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,綁扎,

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

4,中間支座負(fù)筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,雙面焊,

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,綁扎,

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

9,中間支座負(fù)筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,雙面焊,

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,綁扎,

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

14,中間支座負(fù)筋,,20,3.17,1,"500+MIN(MAX(4000,4000)/3,4000)+MIN(MAX(4000,4000)/3,4000)",,3,3,8,雙面焊,

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

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,綁扎,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第8頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

12,右端支座負(fù)筋,,20,2.22,1,4000/3+0,,1,1,5,雙面焊,

,構(gòu)件編號(hào):LL1(1),,,,,樓層名稱:基礎(chǔ)層,,,,,,

3,受力錨固面筋,,18,6.05,2,6050+0+0+0,,1,2,24,雙面焊,

1,端支座負(fù)筋,,18,2.02,1,6050/3+0,,1,1,4,雙面焊,

2,右端支座負(fù)筋,,18,2.02,1,6050/3+0,,1,1,4,雙面焊,

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

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

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,綁扎,

,構(gòu)件編號(hào):LL3(1),,,,,樓層名稱:基礎(chǔ)層,,,,,,

2,受力錨固面筋,,18,4.85,2,4850+0+0+0,,1,2,19,雙面焊,

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,綁扎,

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

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

,構(gòu)件編號(hào):KL18(3),,,,,樓層名稱:第2層,,,,,,

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,綁扎,

2,端支座負(fù)筋,,20,2.58,2,5675/3+692,,1,2,13,雙面焊,

3,端支座負(fù)筋,,22,2.65,2,5675/3+761,,1,2,16,雙面焊,

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

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

17,截寬方向拉筋,,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,綁扎,

6,連續(xù)跨中間支座負(fù)筋,,20,6.98,2,3200+5675/3+5675/3,,1,2,34,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第9頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

7,連續(xù)跨中間支座負(fù)筋,,22,6.98,2,3200+5675/3+5675/3,,1,2,42,雙面焊,

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

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,綁扎,

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

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

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

15,右端支座負(fù)筋,,20,1.86,2,5675/3+0,,1,2,9,雙面焊,

16,右端支座負(fù)筋,,22,1.86,2,5675/3+0,,1,2,11,雙面焊,

18,截寬方向拉筋,,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,綁扎,

,構(gòu)件編號(hào):KL25(3),,,,,樓層名稱:第2層,,,,,,

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,綁扎,

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,綁扎,

,構(gòu)件編號(hào):KL27(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,3,5675/3+0,,1,3,11,雙面焊,

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,綁扎,

3,構(gòu)造腰筋,,12,6.04,4,5675+2*15*12+0,,1,4,21,綁扎,

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

15,截寬方向拉筋,,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,綁扎,

5,中間支座負(fù)筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,1,3,26,雙面焊,

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

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第10頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

7,中間支座負(fù)筋,,18,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,17,雙面焊,

8,中間支座負(fù)筋,,22,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,26,雙面焊,

9,右端支座負(fù)筋,,18,1.89,2,5675/3+0,,1,2,8,雙面焊,

10,右端支座負(fù)筋,,22,1.89,2,5675/3+0,,1,2,11,雙面焊,

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,綁扎,

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

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

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

16,截寬方向拉筋,,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,綁扎,

,構(gòu)件編號(hào):KL28(3),,,,,樓層名稱:第2層,,,,,,

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,綁扎,

2,端支座負(fù)筋,,20,2.58,2,5675/3+692,,1,2,13,雙面焊,

3,端支座負(fù)筋,,18,2.51,2,5675/3+623,,1,2,10,雙面焊,

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

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

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

17,截寬方向拉筋,,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,綁扎,

7,連續(xù)跨中間支座負(fù)筋,,20,6.98,2,3200+5675/3+5675/3,,1,2,34,雙面焊,

8,連接面筋(右邊搭接),,18,1.00,2,"2200-MAX(2200,5675)/3+0+0",,1,2,4,雙面焊,

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

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第11頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

10,中間支座負(fù)筋,,20,4.28,2,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,2,21,雙面焊,

11,中間支座負(fù)筋(二排),,20,3.34,2,"500+MIN(MAX(5675,2200)/4,5675)+MIN(MAX(5675,2200)/4,2200)",,1,2,16,雙面焊,

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

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

14,右端支座負(fù)筋,,20,1.86,2,5675/3+0,,1,2,9,雙面焊,

15,右端支座負(fù)筋,,18,1.86,2,5675/3+0,,1,2,7,雙面焊,

16,右端支座負(fù)筋(二排),,18,1.39,2,5675/4+0,,1,2,6,雙面焊,

,構(gòu)件編號(hào):KL29(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,3,5675/3+0,,3,9,34,雙面焊,

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,綁扎,

3,中間支座負(fù)筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,6,18,77,雙面焊,

5,中間支座負(fù)筋,,18,4.28,3,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,6,18,77,雙面焊,

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,綁扎,

6,右端支座負(fù)筋,,18,1.89,3,5675/3+0,,3,9,34,雙面焊,

,構(gòu)件編號(hào):KL30(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,2,5675/3+0,,1,2,8,雙面焊,

2,端支座負(fù)筋,,20,1.89,2,5675/3+0,,1,2,9,雙面焊,

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,綁扎,

4,連續(xù)跨中間支座負(fù)筋,,18,6.98,2,3200+5675/3+5675/3,,1,2,28,雙面焊,

5,連接面筋(右邊搭接),,20,0.31,2,"2200-MAX(2200,5675)/3+0+0",,1,2,2,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第12頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)量"

7,中間支座負(fù)筋,,18,4.28,1,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,1,9,雙面焊,

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,綁扎,

8,右端支座負(fù)筋,,18,1.89,3,5675/3+0,,1,3,11,雙面焊,

,構(gòu)件編號(hào):KL31(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,3,5675/3+0,,1,3,11,雙面焊,

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,綁扎,

3,中間支座負(fù)筋,,18,4.28,3,"500+MIN(MAX(2200,5675)/3,2200)+MIN(MAX(2200,5675)/3,5675)",,1,3,26,雙面焊,

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,綁扎,

5,右端支座負(fù)筋,,18,1.89,3,5675/3+0,,1,3,11,雙面焊,

,構(gòu)件編號(hào):KL32(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,20,1.89,2,5675/3+0,,2,4,19,雙面焊,

2,端支座負(fù)筋,,18,1.89,2,5675/3+0,,2,4,15,雙面焊,

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,綁扎,

4,連續(xù)跨中間支座負(fù)筋,,20,6.98,2,3200+5675/3+5675/3,,2,4,69,雙面焊,

5,連續(xù)跨中間支座負(fù)筋,,18,6.98,2,3200+5675/3+5675/3,,2,4,56,雙面焊,

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,綁扎,

9,右端支座負(fù)筋,,20,1.89,2,5675/3+0,,2,4,19,雙面焊,

10,右端支座負(fù)筋,,18,1.89,2,5675/3+0,,2,4,15,雙面焊,

,構(gòu)件編號(hào):KL33(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,2,5675/3+0,,1,2,8,雙面焊,

2,端支座負(fù)筋,,20,1.89,2,5675/3+0,,1,2,9,雙面焊,

鋼筋計(jì)算表,,,,,,,,,,,,

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

工程名稱:1第13頁(yè)共14頁(yè),,,,,,,,,,,,

"鋼筋

編號(hào)",鋼筋名稱,鋼筋簡(jiǎn)圖,"鋼筋

規(guī)格","單根

長(zhǎng)度(m)","鋼筋

根數(shù)",長(zhǎng)度計(jì)算式,數(shù)量計(jì)算式,同編號(hào)數(shù)量,"合計(jì)

根數(shù)","總重

(kg)",接頭類型,"接頭

數(shù)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,綁扎,

4,連續(xù)跨中間支座負(fù)筋,,18,6.98,2,3200+5675/3+5675/3,,1,2,28,雙面焊,

5,連接面筋(右邊搭接),,20,0.31,2,"2200-MAX(2200,5675)/3+0+0",,1,2,2,雙面焊,

8,中間支座負(fù)筋,,22,4.28,1,"500+MIN(MAX(5675,2200)/3,5675)+MIN(MAX(5675,2200)/3,2200)",,1,1,13,雙面焊,

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,綁扎,

9,右端支座負(fù)筋,,18,1.89,2,5675/3+0,,1,2,8,雙面焊,

10,右端支座負(fù)筋,,22,1.89,1,5675/3+0,,1,1,6,雙面焊,

,構(gòu)件編號(hào):KL34(3),,,,,樓層名稱:第2層,,,,,,

1,端支座負(fù)筋,,18,1.89,2,5675/3+0,,1,2,8,雙面焊,

2,端支座負(fù)筋,,22,1.89,1,5675/3+0,,1,1,6,雙面焊,

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,綁扎,

4,中