UAE


ذراع وضع الخرسانة
KB-M32R
SPECIFICATION

 


MOMENT [KNm]

Position of boom

Moment(boom side) → +        

I

with concrete in pipe-line

→ 882 kNm

II

without concrete in pipe-line

→ 251 kNm

III

 without concrete in pipe-line

 → 26.7 kNm


Total wieght [kg] - boom, table, base(with oil), motor, pump, (+concrete)

In operation 8,850 kg

Out of operation 7,950 kg


Wind-exposed areas [m²]

Position

of boom

Wind-exposed area

Center of gravity distance

remark

I

II

16.0 m²  boom-side

16.0 m²  boom-side

Xg1 = 10.1 m

Xg2 = 4.1 m

Wind surface perpendicular to frontal wind

I / II

III

4.3 m²

15.0 m²

Ys = 0.4 m

Ys = 5.0 m

Exposed area in frontal wind

Comment : lateral thrust due to wind is calculated according to DIN 1055

Absolute altitude [m]

0~8

8~20

20~100

Above 100

W [N/m²]

800

1,280

1,760

2,080


 F = W x A

 F : wind force

 W : lateral thrust due to wind

 A : wind surface area

  

المخطط الخارجي PDF DOWNLOAD

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SPECIFICATION
المخطط الخارجي

336, GWANGJEONG-RO, HAMAN-MYEON, HAMAN-GUN, GYEONGSANGNAM-DO, REPUBLIC OF KOREA
Tel: +82-55-580-9000 E-mail: info@kcppump.com
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