Desander Cascket Degreaser DWG Block for AutoCAD

Desander Cascket Degreaser DWG Block for AutoCAD

Desander cascket degreaser designed to filter out suspended solids ; fat sand and rain water collected from the water of the roads and power pouring a normal channel

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

Details pates, Scale, Circular registration cover, Plant, section, Plant, section, Plant, Circular registration frame, Scale, Detail frame cover log well, section, Scale, Pate detail, Scale, Class, Lid of ductile iron, Type sections, Details, Pte., Notes:, The low cleaning concrete will have a thickness, Control of materials, Coefficient of security, Resistant characteristic types, Execution, Concrete, Cleaning concrete, Raised concrete, Concrete in slab, Corrugated bars, Element, Steel, Of the armor, Designation, Nominal coating, Normal, Control, Statistics, Control of, Quality, Normal, Level of, Majority, Coefficient, section, Min., Cast iron cover, Free hollow, Cleaning concrete, Pates of, Polypropylene, Land, Line of, Entrance tube, Scale, Plant, Scale, section, Scale, Pte., Minimum of cm., Before pouring the concrete from proceeding, Thorough cleaning of the bottom of the excavation., In the phases of a meeting will be available, Sealing of mts., A eggplant of cm is arranged., On all the sharp edges., For anchor lengths you wait, Of them will be taken into account, A coating of mm will be provided., Arranged in the ehe rule, It will be carried out throughout the concrete process, A vibrating energy will be especially careful, Together with sealing bands, Exit pipe, Cleaning concrete, Tub Concrete, Tub Concrete, The waterproofing of the paraments vert. Horizontally, It will be made with asphaltic paint with an endowment, section, Scale, Pate detail, Scale, Class, Lid of ductile iron, Stripper chest

Raw text data extracted from CAD file:

\A1;0,25 \A1;1,30 \A1;0,25 \A1;0,25 \A1;0,85 \A1;0,25 \A1;0,60 \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,75 \A1;0,40 \A1;0,30 \A1;= \A1;0,30 \A1;0,25 \A1;0,85 \A1;0,25 \A1;0,25 \A1;0,60 \A1;0,10 \A1;0,35 \A1;0,50 \A1;0,60 \A1;0,55 \A1;0,60 \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,80 \A1;0,25 \A1;0,25 \A1;0,60 \A1;0,60 \A1;0,45 \A1;0,60 \A1;0,40 \A1;1,05 \A1;0,45 \A1;0,35 \A1;0,25 \A1;0,35 \A1;0,25 \A1;1,00 \A1;1,65 \A1;2,00 \A1;1,60 \A1;1,50 \A1;1,85 \A1;0,25 \A1;0,80 \A1;0,25 \A1;2,85 \A1;2,00 \A1;1,50 \A1;0,25 \A1;0,25 \A1;0,60 \A1;1,60 \A1;0,10 \A1;0,10 \A1;0,10 \A1;0,10 \A1;0,21 \A1;0,25 \A1;1,35 \A1;0,25 \A1;0,25 \A1;0,15 \A1;0,25 \A1;1,85 \A1;1,00 \A1;4,50 \A1;1,00 \A1;0,25 DETALLES PATES 0.350 0.278 0.036 0.036 0.248 0.03 0.03 ESCALA 1/5 0.032 0.020 0.025 0.032 0.050 C (VISTA SUPERIOR) 0.015 0.02 0.035 0.015 0.259 0.06 0.025 (DIAMETRO) 0.688 0.02 TAPA CIRCULAR DE REGISTRO (VISTA INFERIOR) PLANTA SECCION C-C PLANTA C C C SECCION A-A PLANTA (VISTA SUPERIOR) A MARCO CIRCULAR DE REGISTRO 0.90 0.732 0.02 A ESCALA 1/10 DETALLE MARCO TAPA POZO DE REGISTRO S/E S/E 600 850 100 50 646 2,64 3,17 1,87 0,61 2,82 SECCION D-D -178.7597202174911 -178.7597202174911 -178.7597202174911 -178.7597202174911 -178.7597202174911 %%216 ESCALA 1/40 DETALLE DE PATE ESCALA 1/20 -178.7597202174911 -178.7597202174911 -178.7597202174911 -178.7597202174911 -178.7597202174911 CLASE B 125 TAPA DE FUNDICION DUCTIL D D %%216 %%216 d 600 d 850 100 50 d 646 2,64 3,17 1,87 0,61 2,82 5 6 SECCIONES TIPO 0,2 0,4 0,6 0,8m 5 6 5 DETALLES 1/20 PTE. 1% PTE. 1% PTE. 1% A A B NOTAS: - EL HORMIGON DE LIMPIEZA BAJO SOLERA, TENDRA UN ESPESOR 5 5 5 5 5 5 5 5 5 5 5 CONTROL DE MATERIALES Y COEFICIENTE DE SEGURIDAD TIPO Y CARACTERISTICAS RESISTENTES EJECUCION HORMIGON HORMIGON DE LIMPIEZA HORMIGON EN ALZADOS HORMIGON EN LOSA BARRAS CORRUGADAS ELEMENTO ACERO DE LA ARMADURA HM-20/B/25/I HA-30/B/25/IIIa DESIGNACION B 500 S 40+10 40+10 (mm) RECUBRIMIENTO NOMINAL NORMAL CONTROL ESTADISTICO 1,60 1,50 CONTROL DE CALIDAD NORMAL NIVEL DE DE MAYORACION 1,15 COEFICIENTE HA-30/B/25/IIIa SECCION A-A 0,40 <> = 5 MIN. 5 5 5 5 5 5 5 5 5 5 5 5 5 TAPA DE FUNDICION d 0,60 HUECO LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HORMIGON DE LIMPIEZA PATES DE POLIPROPILENO 5 5 5 5 5 TERRENO LINEA DE TUBO DE ENTRADA Ø 500 ESCALA 1/25 PLANTA ESCALA 1/25 SECCION B-B ESCALA 1/25 B 5 5 5 5 PTE. 1% PTE. 1% 5 5 5 5 5 MINIMO DE 10 cm. - ANTES DE VERTER EL HORMIGON DE LIMPIEZA, SE PROCEDERA A UNA LIMPIEZA EXHAUSTIVA DEL FONDO DE LA EXCAVACION. - EN LAS FASES DE HORMIGONADO, SE DISPONDRA UNA JUNTA DE ESTANQUEIDAD DE 0,20 mts. - SE DISPONDRA UN BERENJENO DE 4 x 4 cm. EN TODAS LAS ARISTAS VIVAS. - PARA LONGITUDES DE SOLAPES, ANCLAJE Y ESPERAS DE LAS ARMADURAS, SE TENDRA EN CUENTA LO - SE DISPONDRA UN RECUBRIMIENTO DE 40 mm. DISPUESTO EN LA NORMA EHE - SE REALIZARA EN TODO EL PROCESO DE HORMIGONADO UN VIBRADO ENERGICO Y SERA ESPECIALMENTE CUIDADOSO JUNTO A LAS BANDAS DE ESTANQUEIDAD TUBO DE SALIDA Ø 500 5 5 5 5 HORMIGON DE LIMPIEZA 5 5 5 5 TUB. HORMIGON ø 500 TUB. HORMIGON ø 500 5 5 5 5 5 5 5 5 - LA IMPERMEABILIZACIÓN DE LOS PARAMENTOS VERT. Y HORIZ. SE REALIZARA CON PINTURA ASFALTICA CON DOTACIÓN 1,00 Kg/M2. 5 5 SECCION D-D d 600 d 850 100 50 d 646 ESCALA S/E DETALLE DE PATE ESCALA S/E 5 5 5 5 <> CLASE B 125 TAPA DE FUNDICION DUCTIL D D 1 1 ARQUETA DESARENADORA 0,25 0,50 0,75 1m 7.3 1 1 -DESENGRASADORA 1/25

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, desander, designed, DWG, fat, filter, kläranlage, rain, sand, solids, suspended, treatment plant