Chamber Of Bars DWG Block for AutoCAD

Chamber Of Bars DWG Block for AutoCAD

SEWER CAMERA BARS

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

platform, Bars, Scales of, Output channel, Bars, Plant chamber of bars, Esc:, Arrival channel, Scales of, platform, Wall, Bars of, Arrival channel, Output channel, Esc:, cut, cut, Esc:, Scales of, platform, Bars of, Wall, Wall, platform, Esc:, Cut structure, Esc:, Wall, platform, Esc:, Elevation, Structure, Esc:, Esc:, Structure, section, Removable prefabricated slab, Esc:, handle, Esc:, Steel slab pref., Technical specifications, C: h, Sole of, Reinforced walls, Prefabricated slab remover., Bottom slab, Upper slab, Corrugated steel, Fy, Carrying capacity, rules, R. N. and. rules, Concrete fill, Plain steel, Fy, Upper slab, Bottom slab, Prefabricated slab remover., Reinforced walls, Foundation shoes, Coatings, Shallow depth, Mts., In both layers a similar waterproofing additive sika will be used in proportion according to the manufacturer’s specifications, Coat the hours mixture cement sand thickness finishing rubbed, Layer mixture cement sand thickness scratch finish, For surfaces in contact with water, Area chart, Camera of bars, Mts., Grilles, Area chart, Formwork formwork, Removal of formwork, Characteristics of formwork, days., Bottom of slab up to m. of light., Wall sides, Will be ruled for the next times, The minimum time limits for the removal of formwork elements, hours., Several., The inside face of the formwork must be free of particles, To prevent loss of grout mortar., Formwork must be sufficiently, Are displaced during the concrete placement process., These elements must be well secured to avoid, Other elements that must be embedded in the concrete., Of the formwork of all the indicated iron., Care should be given to the correct placement within the, Camera of bars, Grilles, Camera of bars, platform, Bars, Scales of, Output channel, Arrival channel, Floor, Esc:

Raw text data extracted from CAD file:

1.80 4.10 2.35 2.80 1.50 2.15 4.44 2.11 2.80 1.50 .60 .20 .25 .50 .50 .20 2.80 .20 2.40 .20 1.00 L= .50 .20 .50 .20 .90 .20 .20 .50 .20 .90 .20 .20 1.60 .20 2.00 .20 1.60 .20 2.00 2.80 .20 2.40 .20 .20 .20 .20 .40 .80 .10 1.20 .10 .20 1.50 1.20 .10 .20 1.50 .20 .40 .80 .10 .20 2.40 .20 2.80 .10 .10 .10 .10 .35 .20 .60 1.50 .20 .10 1.20 .10 .60 .60 .20 .20 1.60 .20 .10 .10 .10 2.00 .10 .20 .20 .20 .65 .20 .20 .60 .10 1.20 .10 .20 1.50 .40 .40 .20 1.20 .60 .20 .20 .10 .10 .10 .80 .40 .20 .10 .10 .10 .20 1.60 .20 .20 .60 .60 .10 .20 2.40 .20 .10 .10 .10 .20 .40 .80 .10 .10 2.00 2.80 .10 2.80 1.50 .20 2.15 4.44 2.11 .50 .20 .30 .30 .30 .30 .30 .30 .30 .25 .05 .05 .05 .05 .05 .25 .05 2.55 L= .25 4.10 2.35 1.80 2.80 1.50 .90 .90 1.80 4.10 2.35 5 5 5 5 5 5 5 5 5 5 5 5 5 PLATAFORMA REJAS BY-PASS ESCALINES DE F°G° 3/4" CANAL DE SALIDA S= 2% 5 5 5 5 5 L= <> N° REJAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CAMARA DE REJAS ESC: 1/25 A A CANAL DE LLEGADA B B ESCALINES DE F°G° 3/4" 5 5 PLATAFORMA MURO (APOYO) REJAS DE 1/2" S= 2% CANAL DE LLEGADA CANAL DE SALIDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 CORTE A-A 5 5 5 CORTE B-B ESC: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALINES DE F°G° 3/4" PLATAFORMA REJAS DE 1/2" MURO (APOYO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO (APOYO) PLATAFORMA 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 ESTRUCTURA CORTE B-B ESTRUCTURA CORTE A-A ESC: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO (APOYO) PLATAFORMA d 3/8" @ 0.25 d 3/8" @ 0.25 d 3/8" @ 0.25 d 3/8" @ 0.25 d 3/8" @ 0.25 d 3/8" @ 0.25 d 3/8" @ 0.175 d 3/8" @ 0.175 d 3/8" @ 0.175 d 3/8" @ 0.175 ESC: 1/50 ELEVACION GRADERIAS GRADERIAS ROMPE SOLIDOS S= 1% S= 2% S= 1% ESTRUCTURA GRADERIAS ROMPE SOLIDOS ESC: 1/50 5 5 5 5 5 5 5 d 3/8" @ 0.30 d 3/8" @ 0.30 d 3/8" @ 0.30 d 3/8" @ 0.30 ESC: 1/25 ESTRUCTURA GRADERIAS ROMPE SOLIDOS SECCION X-X d 3/8" @ 0.30 d 3/8" @ 0.30 d 3/8" @ 0.30 X X 5 5 5 5 5 5 5 5 5 LOSA PREFABRICADA REMOVIBLE ESC: 1/25 5 5 5 5 5 5 5 d 3/8" @ 0.25 3 d 3/8" ASA d 5/8" ESC: 1/12.5 ACERO LOSA PREF. ESPECIFICACIONES TÉCNICAS C:H 1:12 SOLADO DE 4" MUROS REFORZADOS f'c= 245 kg/cm2 LOSA PREFABRICADA REMOV. f'c= 245 kg/cm2 f'c= 245 kg/cm2 LOSA DE FONDO LOSA SUPERIOR f'c= 245 kg/cm2 ACERO CORRUGADO f'y = 4200 kg/cm2 CAPACIDAD PORTANTE 2.16 Kg/cm2 NORMAS - R. N. E. ( Normas E-020, E-030, E-050, E-060) RELLENO DE CONCRETO f'c= 140 kg/cm2 ACERO LISO f'y = 2800 kg/cm2 4.00 cm LOSA SUPERIOR LOSA DE FONDO 4.00 cm 2.50 cm LOSA PREFABRICADA REMOV. 4.00 cm MUROS REFORZADOS ZAPATAS Y CIMIENTO 4.00 cm RECUBRIMIENTOS PROFUNDIDAD DE DESPLANTE 2.50 mts. EN AMBAS CAPAS SE UTILIZARA ADITIVO IMPERMEABILIZANTE SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE 2.- CAPA : A LAS 24 HORAS MEZCLA CEMENTO ARENA 1:3 ESPESOR = 5mm. ACABADO FROTACHADO 1.- CAPA : MEZCLA CEMENTO ARENA 1:5 ESPESOR = 1.5cm. ACABADO RAYADO \LREVESTIMIENTO PARA SUPERFIES EN CONTACTO CON EL AGUA CUADRO DE AREAS A(ext.)= 5.60 m2 A(int.)= 3.84 m2 CAMARA DE REJAS Perimetro= 9.60 mts. 21.20 mts. Perimetro= GRADERIAS 4.85 m2 A(int.)= 8.73 m2 A(ext.)= CUADRO DE AREAS ENCOFRADOS Y DESENCOFRADOS REMOCION DE LOS ENCOFRADOS CARACTERISTICAS DE LOS ENCOFRADOS 21 dias. - Fondo de losa hasta 5.00 m. de luz. : - Costados de muros : sosten, se regira por los siguientes tiempos : Los plazos minimos de remocion de los encofrados y elementos de 36 Horas. diversas. La cara interior del encofrado debera estar limpia y libre de particulas para impedir perdidas de lechada y mortero. Los encofrados deberan ser lo suficientemente impermeables como se desplacen durante el proceso de colocacion del concreto. Estos elementos deberan estar bien asegurados y evitar asi que Y otros elementos que deban quedar embutidos en el concreto. del encofrado de todos los fierros indicados. Debera presentarse especial cuidado a la correcta colocacion dentro 5 CAMARA DE REJAS GRADERIAS GRADERIAS CAMARA DE REJAS PLATAFORMA REJAS BY-PASS ESCALINES DE F°G° 3/4" CANAL DE SALIDA S= 2% L= <> CANAL DE LLEGADA 2.35 4.10 1.80 5 5 5 5 PLANTA GRADERIAS GRADERIAS ROMPE SOLIDOS ESC: 1/50

Language	Spanish
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, bars, block, camera, chamber, DWG, kläranlage, sewer, treatment plant