홍 성 #2 가 압 장 배 관 지 지 대 물 량 집 계 표
형 식 명 칭 규 격 단위 단위 지지대 정미 할증 계 단중 총중량 비고 ㄱ형강 ss400 ㄷ형강 (ss400) h형강 (ss400) ㄷ형강 (ss400) ㄷ형강 (ss400) ㄷ형강 (ss400) plate(ss400) 셋트앙카 u-b/n 고무판
수량 수량 수량 (%) (합계) (kg/m) (kg) 75×75×6t 65×65×6t 50×50×5t 100×50×5t 100×100×8t 150×75×6.5t 200×80×7.5t 300×90×9.0t 12t 9t m16×150l 15a 20a 25a 32a 40a 50a 65a 80a 100a 125a 150a 200a 250a 300a 350a 400a 450a 500a 600a 15a용 20a용 25a용 32a용 40a용 50a용 65a용 80a용 100a용 125a용 150a용 200a용 250a용 300a용 350a용 400a용 450a용 500a용
총 괄 집 계 표 총계   ㄱ형강 (ss400) 65×65×6t kg xxxx.xx.xx   

ㄷ형강 (ss400) xxxx. xx

xx. 5t kg xxxx

xx. xx plate (ss400) 9t kg xxxx.xx.xx   
plate (ss400) 12t kg 56.160
set anchor b/n(sts) m16×150l 조 120   u-bolt/nut m16×50a 조 14   u-bolt/nut m16×350a 조 3   
배관지지대 설치 ton 0.401
도장면적 ㎡ 13.23
■ 배관지지대 수량산출서   
ps-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a-1 ㄱ형강 (ss400) 65×65×6t 0.850 m 1 0.85 5% 0.89 5.91 5.26 0 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
l : 0.850 m plate (ss400) 150×150×9t 2 ea set 2 10% 2.2 1.59 3.5 0 0 0 0 0 0 0 0 0 3.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
set anchor b/n m16×150l 8 조 8 8 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u-bolt/nut m16×50a 1 조 1 1 50a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u-bolt/nut m16×50a 1 조 1 1 50a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a-2 ㄱ형강 (ss400) 65×65×6t 0.850 m 8 6.8 5% 7.14 5.91 42.2 0 42.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
l : 0.850 m plate (ss400) 150×150×9t 2 ea set 16 10% 17.6 1.59 27.98 0 0 0 0 0 0 0 0 0 27.98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
set anchor b/n m16×150l 8 조 64 64 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u-bolt/nut m16×50a 1 조 8 8 50a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a-3 ㄱ형강 (ss400) 65×65×6t 1.100 m 1 1.1 5% 1.16 5.91 6.86 0 6.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
l : 1.100 m plate (ss400) 150×150×9t 2 ea set 2 10% 2.2 1.59 3.5 0 0 0 0 0 0 0 0 0 3.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
set anchor b/n m16×150l 8 조 8 8 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u-bolt/nut m16×50a 1 조 1 1 50a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u-bolt/nut m16×50a 1 조 1 1 50a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0    (이하 생략)