Biological Filter DWG Block for AutoCAD

Biological Filter DWG Block for AutoCAD

FILTER BIOLOGICAL SEWAGE

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

Orifice pvc, Support rod see detail, False background, Collection channel see cut detail, Anchor plate see detail, Distribution channel see cut detail, Anchor plate see detail, Stone of, Showdown channel see detail, Biological filter, Esc:, Pickup channel, Distribution channel, Distribution channel, Entrance holes, Of cut distribution, Cut collection, Esc:, Esc:, For filter drainage, Of distribution, Esc:, Iron to hold the landfill of distribution, Bolt anchored to concrete, Welded iron, Metal plate, Esc:, Of anchorage, Metal angle, Landfill sites, Esc:, Support rod, Stone of, Distribution channels, Holes, Cut, Esc:, Esc:, Cut, Affluent, Effluent, Holes, Distribution channels, Outlet holes, Effluent, Affluent, Distribution channel, Distribution channel, Esc:, For surfaces in contact with water, Layer mixes sand cement striped finish thickness, Layer the hours mix cement sand finely rubbed thickness, In both layers, a similar sika waterproofing additive will be used in accordance with the manufacturer’s specifications, Mts., Depth of flutter, Coatings, Foundation shoes, Reinforced walls, Prefabricated slab removes, Slab in the background, Slab superior, In y, Smooth steel, Concrete filling, R. N. E. Standards, Standards, Carrying capacity, In y, Corrugated steel, Slab superior, Slab in the background, Prefabricated slab removes, Reinforced walls, Sunbed by, C: h, Technical specifications, Mts., Biological filter, Sand box, Legend, Biological filter, Und, Canaleta, Cane anchorage, Prefabr beams, Element, Unity, Quantity, Structure, Select stone Of, Special care should be taken to ensure proper positioning inside, Of the formwork of all the indicated fieros., Other elements that should be inlays in the concrete., These elements should be well assured avoid so, They travel during the process of placing the concrete., Formwork should be sufficiently waterproof as, To prevent leakage of mortar mortar., The inside face of the formwork should be clean free of particles, Diverse, Hours, The minimum terms of removal of the formwork elements of, It will be governed by the following times, Sides of walls, Bottom of slab up to m. Of light, Days, Characteristics of formwork, Removal of formwork, Unformatted formwork

Raw text data extracted from CAD file:

2.40 0.40 0.15 0.25 0.60 3.00 0.60 0.15 0.20 0.45 2.50 0.60 0.15 4.35 4.30 0.55 0.55 1.80 0.55 0.40 0.15 0.40 0.15 4.70 0.15 5.00 5.00 4.50 0.25 2.90 0.40 0.40 0.15 0.15 0.25 2.40 0.40 0.15 0.40 0.15 0.25 0.25 4.00 4.00 0.425 0.15 0.45 0.15 0.15 4.70 0.15 0.10 0.10 0.10 0.10 0.10 0.10 0.05 0.10 0.10 0.05 0.10 0.40 \A1;2 \S1/2;" 3" 3" 5" 3" 5" 3" 5" 3" 5" 3" 0.225 4.30 0.60 2.60 0.30 0.60 0.20 4.30 0.20 0.575 2.625 0.30 0.60 0.25 4.50 0.25 5.00 4.30 4.30 0.25 5.00 0.25 0.15 0.25 3.75 0.45 0.15 3.70 0.45 0.15 4.30 0.55 1.80 0.55 0.40 0.15 2.40 0.25 0.40 4.40 \A1;2 \S1/2;" 0.200 0.200 0.425 0.15 0.15 0.45 0.15 4.70 0.15 0.225 5.00 4.70 0.15 0.15 0.40 0.15 0.25 0.225 0.225 0.25 0.15 0.40 0.15 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.15 0.225 0.225 0.25 4.50 0.15 0.40 ORIFICIO d1" PVC @0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGUETA DE SOPORTE VER DETALLE 1 FALSO FONDO CANAL DE RECOLECCION VER DETALLE CORTE D-D PLACA DE ANCLAJE VER DETALLE 1 CANAL DE DISTRIBUCION VER DETALLE CORTE C-C PLACA DE ANCLAJE VER DETALLE 1 PIEDRA DE 3" CANALETA DE REPARTICION VER DETALLE 2 A A C C D D E B B E \LPLANTA FILTRO BIOLOGICO ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANALETA DE RECOLECCION S= 0.5% CANALETA DE DISTRIBUCION S= 0.5% CANALETA DE REPARTICION 5 5 5 5 5 5 5 ORIFICIOS DE ENTRADA @0.30 S= 0.05% \LCANAL DE DISTRIBUCION CORTE C-C \LCANAL DE RECOLECCION CORTE D-D \LCORTE B-B ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/12.5 \LVIGUETA PARA DRENAJE DE FILTRO \LDETALLE 1 d3/8" @0.30 3 d3/8" 3 d3/8" d3/8" @0.30 \LCANALETA DE REPARTICION ESC: 1/12.5 \LDETALLE 3 PLANCHA PARA SOSTENER A LOS VERTEDEROS DE REPARTICION PERNO 3" X 1/2" ANCLADO AL CONCRETO PLANCHA SOLDADA 3"X3"X1/4" PLANCHA METALICA 4"X5"X3/16" \LDETALLE 2 ESC: 1/2 \LPLACA DE ANCLAJE \A1;2 \S1/2;" <>" <>" <>" <>" <>" <>" <>" <>" <>" <>" ANGULO METALICO (ASTM 36) 3"X3"X1/4" VERTEDEROS DE 90° 5 \LCORTE D-D \LCORTE C-C ESC: 1/50 \LCORTE A-A VIGUETA DE SOPORTE PIEDRA DE 3" CANALETAS DE REPARTICION ORIFICIOS d1" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LARMADURA CORTE A-A ESC: 1/50 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 ESC: 1/50 \LARMADURA CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 d3/8" @0.25 d3/8" @0.20 d3/8" @0.20 d3/8" @0.20 d3/8" @0.20 AFLUENTE EFLUENTE \A1;2 \S1/2;" ORIFICIOS d1" CANALETAS DE REPARTICION 5 5 5 S= 0.05% ORIFICIOS DE SALIDA @0.30 5 5 5 5 5 5 5 EFLUENTE AFLUENTE AFLUENTE 5 5 5 5 S= 0.5% CANALETA DE DISTRIBUCION 5 5 5 5 5 5 5 5 \LPLANTA CANAL DE DISTRIBUCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/50 ESC: 1/50 ESC: 1/50 5 d3/8" @0.25 d3/8" @0.25 5 5 \LREVESTIMIENTO PARA SUPERCIES EN CONTACTO CON EL AGUA 1.- CAPA : MEZCLA CEMENTO ARENA 1:5 ESPESOR = 1.5cm. ACABADO RAYADO 2.- CAPA : A LAS 24 HORAS MEZCLA CEMENTO ARENA 1:3 ESPESOR = 5mm. ACABADO FROTACHADO EN AMBAS CAPAS SE UTILIZARA ADITIVO IMPERMEABILIZANTE SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE 2.00 mts. PROFUNDIDAD DE DESPLANTE RECUBRIMIENTOS 4.00 cm ZAPATAS Y CIMIENTO MUROS REFORZADOS 4.00 cm LOSA PREFABRICADA REMOV. 2.50 cm 4.00 cm LOSA DE FONDO LOSA SUPERIOR 4.00 cm f'y = 2800 kg/cm2 ACERO LISO f'c= 140 kg/cm2 RELLENO DE CONCRETO - R. N. E. ( Normas E-020, E-030, E-050, E-060) NORMAS 1.76 Kg/cm2 CAPACIDAD PORTANTE f'y = 4200 kg/cm2 ACERO CORRUGADO f'c= 245 kg/cm2 LOSA SUPERIOR LOSA DE FONDO f'c= 245 kg/cm2 f'c= 245 kg/cm2 LOSA PREFABRICADA REMOV. f'c= 245 kg/cm2 MUROS REFORZADOS SOLADO DE 4" C:H 1:12 ESPECIFICACIONES TÉCNICAS 18.00 mts. Perimetro= FILTRO BIOLOGICO 10.80 m2 A(int.)= 20.00 m2 A(ext.)= CUADRO DE AREAS LEYENDA 15 30 FILTRO BIOLOGICO 13 UND UND UND CANALETA 3"X3"X1/4" ANCLAJE DE CANALETA VIGUETAS PREFABR. ELEMENTO UNIDAD CANTIDAD ESTRUCTURA PIEDRA SELEC. DE 3" m3 31.32 Debera presentarse especial cuidado a la correcta colocacion dentro del encofrado de todos los fierros indicados. Y otros elementos que deban quedar embutidos en el concreto. Estos elementos deberan estar bien asegurados y evitar asi que se desplacen durante el proceso de colocacion del concreto. Los encofrados deberan ser lo suficientemente impermeables como para impedir perdidas de lechada y mortero. La cara interior del encofrado debera estar limpia y libre de particulas diversas. 36 Horas. Los plazos minimos de remocion de los encofrados y elementos de sosten, se regira por los siguientes tiempos : - Costados de muros : - Fondo de losa hasta 5.00 m. de luz. : 21 dias. CARACTERISTICAS DE LOS ENCOFRADOS REMOCION DE LOS ENCOFRADOS ENCOFRADOS Y DESENCOFRADOS A1-ESC 1/50

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, biological, block, DWG, filter, kläranlage, sewage, treatment plant