Pumping Station And Camera Of Charge Break DWG Block for AutoCAD

Pumping Station And Camera Of Charge Break DWG Block for AutoCAD

Pumping residual waters and camera of charge breaks

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

inlet, cast iron, bbjpi butterfly valve with steering wheel, flange, bbjpi butterfly valve with steering wheel, cast iron, gate valve, control levels, characteristics of materials, fck, fyk, fck, will be in cm., steel in armor, normal execution control, concrete control with test pieces on site, normal steel control, Notes:, concrete in mass, reinforced concrete, concrete in mass, cleaning concrete, the coating of the main reinforcements, armed solera awnings a.c. the indicated armatures are the winning contractor submit calculations justifying those for approval by the facultative address. on aggressive grounds the concrete will be resistant to sulphates., pates, dismounting reel, retention valve, electromagnetic flow meter, gate valve, lifting station pumping station, plant pumping station, plant burglar-load, loading section

Raw text data extracted from CAD file:

INLET 1,4 1,3 1,2 0,3 1,37 0,33 1 0,3 0,3 0,3 8,11 2 2,45 5,25 3,3 FUNDITUBO DN500 VALVULA DE MARIPOSA BBJPI CON VOLANTE BRIDA BRIDA VALVULA DE MARIPOSA BBJPI CON VOLANTE DN500 FUNDITUBO \U+22050,2 0,5 0,3 0,3 2,18 0,8 4,17 0,2 8,17 0,31 0,4 0,8 2,1 R O R T O R T A S T T R O R E A I N A T I O T C O N 0,7 1,4 1,8 1,9 0,3 1 0,6 1,8 0,1 0,6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 693.30 693.15 689.80 689.30 688.20 Válvula de Compuerta 5 NIVELES DE CONTROL Y COEFICIENTE DE SEGURIDAD CARACTERISTICAS DE LOS MATERIALES fck = 10 N/mm2. fck = 12.5 N/mm2. fyk = 500N/mm2. fck = 30 N/mm2. fck = 20 N/mm2. SERA DE 5 cm. ACERO EN ARMADURAS B-500-S CONTROL DE EJECUCION NORMAL CONTROL HORMIGON MEDIANTE PROBETAS EN OBRA CONTROL ACERO NORMAL NOTAS: HORMIGON EN MASA HM-12.5/P/40/Qb HORMIGON ARMADO HA-30/P/40/Qb HORMIGON EN MASA HM-20/P/40/Qb HORMIGON DE LIMPIEZA HM-10/P/40/Qb 1.- EL RECUBRIMIENTO DE LAS ARMADURAS PRINCIPALES s = 1.15 f = 1.60 c = 1.50 ARMADO SOLERA Y ALZADOS # d 16 A 0,20 A.C. LAS ARMADURAS INDICADAS SON ORIENTATIVAS, EL CONTRATISTA ADJUDICATARIO PRESENTARA CALCULOS JUSTIFICATIVOS DE LAS MISMAS, PARA SU APROBACION POR LA DIRECCION FACULTATIVA. EN TERRENOS AGRESIVOS EL HORMIGON SERA RESISTENTE A LOS SULFATOS. 2.- 3.- 4.- 5 5 689.68 5 5 5 5 5 5 5 Pates 5 689.80 690.80 Carrete de Desmontaje Válvula de Retención Medidor de Caudal Electromagnético Válvula de Compuerta 5 5 5 5 5 5 5 5 5 5 5 5 A A ALZADO SECCION A-A´ ESTACION DE BOMBEO PLANTA ESTACION DE BOMBEO PLANTA ARQUETA DE ROTURA DE CARGA ALZADO SECCION A-A´ ARQUETA DE ROTURA DE CARGA A A 5

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, bomba, bomba de água, break, breaks, camera, charge, DWG, pipe, pompe, pompe à eau, pump, pumpe, pumping, residual, rohr, Station, tubulação, tuyaux, wasserpumpe, water pump, waters