Ribbed Reinforced Concrete Slab, Caissons DWG Detail for AutoCAD

Ribbed Reinforced Concrete Slab, Caissons DWG Detail for AutoCAD

Shows how to draw a ribbed reinforced concrete slab or caissons in AutoCad. Structural details – Isometrics and Plan.

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

modeling, mechanics, carpentry shop, download path, mechanics, carpentry shop, download path, both senses, mechanics, download path, carpentry shop, isometric saddle, do not., castle, Red, wall of, chain of, wall of rage, tabicon, Counter, shoe, run, simple concrete, template of, Counter, wall of, It is cm., chain of, exhaustion, firm, concrete, final finish, simple, template of, no cm var, vars, ribbing, its T. cms, vars, vars, its T. cms, castle, its T. cms in the central part, vars, its T. cms in extrenos, column, more staple, cms, cms., template, vars cms. to. s., vars, its T. cms, ribbing, vars, vars, its T. cms, vars, cms., template, finished floor, variable, wall of, cement, tabicon de, base of, enrashed, no cm var, armed with rib, var, est cm, compression layer, detail of the ribbed slab, structural details., compression layer, est cm, var, armed with rib, upper grill, lower grill, upper grill, lower grill, upper grill, lower grill, structural plant of casetones, structural plant of trabes, both senses, download path, mechanics, mechanics, mechanics, mechanics, download path, sign of concrete, tile, reinforced concrete repison, template, running shoe, Counter, with cement mortar sand, proportion, tabicon enrace wall seated, Shift chain, reinforced concrete lock, mechanics, compression slab, cut, red partition wall, prop., with mortar of cm. esp., flattened on both sides, annealing cm., red partition wall, its T. of cm., stirrups cm. in the extreme rooms, cm. in the central rooms., vars. from, trabes of the slab nervurada of, concrete, pend., enclosure chain, armed with, polystyrene, cm., polystyrene, both senses, vars. in, closing chain., concrete maziso, armed with, rib, est cms., rib, armed with, lower grill., upper grill., armed with, comprehensive workshop ii, location., structural workshops., date, .mx, plane num., meters, the indicated, students, professors, draft, scale:, boundary, owner:, north, polystyrene, cm., polystyrene, cm. in the central rooms., stirrups cm. in the extreme rooms, annealing cm., flattened on both sides, with mortar of cm. esp., prop., red partition wall, isometric, cimentacion plant

Raw text data extracted from CAD file:

1.43 0.40 0.20 0.40 0.20 0.40 1.81 3.66 0.40 0.20 0.40 0.20 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.77 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.50 3.66 2.90 2.90 3.66 MODELADO 4 3 2 1 D C B A MECANICA TALLER DE CARPINTERIA anden de descarga 3.08 10.78 5.67 3.08 16.45 19.53 9.23 9.22 2.52 18.45 2.52 20.97 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 D C B A MECANICA TALLER DE CARPINTERIA anden de descarga 3.08 10.78 5.67 3.08 16.45 19.53 9.23 9.22 2.52 18.45 2.52 20.97 d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS d 3/8" @ 12-24 AMBOS SENTIDOS 5 4 3 2 1 D C B A MECANICA anden de descarga 3.08 10.78 5.67 3.08 16.45 19.53 9.23 9.22 2.52 18.45 2.52 20.97 TALLER DE CARPINTERIA CT CT CT CT CT CT CT CT CT Z-1 C-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 ISOMETRICO SILLETA d No. 2 (1/4´´) 0.08 0.10 0.07 0.08 CASTILLO N P T \H0.4496x;TABIQUE ROJO MURO DE CADENA DE \H0.4496x;DESPLANTE MURO DE ENRACE \H0.4496x;DE TABICON CONTRATRABE \H0.4496x;ZAPATA ZC 1 ZAPATA CORRIDA CONCRETO SIMPLE PLANTILLA DE CONTRATRABE MURO DE ENRACE DE 28 CM. CADENA DE DESPLANTE FIRME DE CONCRETO ACABADO FINAL \H0.4496x;CONCRETO SIMPLE PLANTILLA DE \H0.4496x;CORRIDA VAR DEL No 3 @ 30 cm VAR DEL No 3 @ 25 cm 2 VARS d 1/2" NERVADURAS EST. d 1/4" @12 CMS 4 VARS d 3/8" 0.20 N1 0.50 0.21 0.21 0.28 K 0.21 4 VARS d 3/8" EST. d 1/4" @ 20 CMS CASTILLO EST. d 3/8 @ 20 CMS en la parte central 0.40 0.40 C1 5 VARS d 3/4 EST. d 3/8 @ 10 CMS en extrenos COLUMNA d 0.40 MAS 1 GRAPA d 3/8 @ 18 CMS d 3/8" @ 30 CMS. d 3/8" @ 25 CMS. d 3/8" @ 30 CMS. d 3/8" @ 25 CMS. 0.20 0.05 Z-1 1.00 1.00 1.00 1.00 1.25 PLANTILLA 0.40 0.40 0.25 VARS d 3/8" @ 20 CMS. A. S. 0.40 1.00 0.21 0.50 N2 0.20 4 VARS d 3/8" EST. d 1/4" @12 CMS NERVADURAS 2 VARS d 1/2" 0.21 0.40 CD,CC 0.21 4 VARS d 3/8" EST. d 1/4" @20 CMS CC, CD 2 VARS d 1/2" d 3/8" @ 30 CMS. ZC 0.15 0.05 0.45 PLANTILLA 1.00 0.40 CD 21X40 PISO TERMINADO VARIABLE MURO DE CEMENTO TABICON DE A BASE DE ENRASE VAR DEL No 3 @ 25 cm VAR DEL No 3 @ 30 cm 0.40 0.20 0.50 0.05 ARMADO DE NERVADURA (CLARO LARGO). 4 VAR DE 3 / 8" 2 VAR DE 1 /2" EST 1/ 4" @ 20 CM CAPA DE COMPRESION DETALLE DE LA LOSA NERVADA DETALLES ESTRUCTURALES. CAPA DE COMPRESION EST 1/ 4" @ 20 CM 2 VAR DE 1 /2" 4 VAR DE 3 / 8" ARMADO DE NERVADURA (CLARO CORTO). 0.05 0.50 0.20 0.40 X X' N2 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N1 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 N2 PARRILLA SUPERIOR PARRILLA SUPERIOR PARRILLA SUPERIOR PARRILLA INFERIOR PARRILLA SUPERIOR PARRILLA SUPERIOR PARRILLA SUPERIOR PARRILLA SUPERIOR PARRILLA INFERIOR PARRILLA INFERIOR PARRILLA SUPERIOR PARRILLA INFERIOR PARRILLA INFERIOR PARRILLA INFERIOR PARRILLA INFERIOR PARRILLA INFERIOR PLANTA ESTRUCTURAL DE CASETONES PLANTA ESTRUCTURAL DE TRABES k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k C C C C C C C C C d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS d 3/8" @ 15-30 AMBOS SENTIDOS 20.97 2.52 18.45 2.52 9.22 9.23 19.53 16.45 3.08 5.67 10.78 3.08 anden de descarga MECANICA A B C D 1 2 3 4 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.81 MECANICA 5 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 2.33 1.98 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 1.71 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.71 2.21 2.21 1.71 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.71 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 1.98 2.33 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 5 MECANICA 1.81 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 0.20 0.40 4 3 2 1 D C B A MECANICA anden de descarga 3.08 10.78 5.67 3.08 16.45 19.53 9.23 9.22 2.52 18.45 2.52 20.97 X' X X' X SIN/ESC. FIRMEN DE CONCRETO LOSETA REPISON DE CONCRETO ARMADO PLANTILLA ZAPATA CORRIDA CONTRATRABE CON MORTERO CEMENTO ARENA PROPORCION 1:5 MURO DE ENRACE DE TABICON ASENTADO CADENA DE DESPLANTE TRABE DE CONCRETO ARMADO X' X 0.08 Z-1 C-1 Z-1 C-1 Z-1 C-1 CT CT CT 20.97 18.45 9.23 19.53 16.45 3.08 5.67 10.78 3.08 MECANICA A B C D 1 2 5 0.50 0.40 0.04 0.20 1.70 Losa de compresión de f'c=200 kg/cm2 (LOSA NERVURADA) CORTE X-X' Muro de tabique rojo prop. 1:3 con mortero de 1.5 cm. esp. aplanado en ambas caras recocido 7X14X28 cm. recocido 7X14X28 cm. Pretil de tabique rojo est. de d 1/4" @ 15 cm. Estribos No.3 @10 cm. en los cuartos extremos y @ 20 cm. en los cuartos centrales. 6 vars. de d 6C Trabes de la losa nervurada de concreto f'c==250 kg/cm2 Pend. 2% Cadena de cerramiento armada con 4d 3/8" poliestireno de 40X40X45 cm. 40X40X45 cm. poliestireno de ambos sentidos Vars. d3/8" @ 20cm. en 0.40 0.20 0.40 cadena de cerramiento. maziso de concreto armada con 4 d 3/8" nervadura 2 y 2 d 1/2" est @ 20 cms. est @ 20 cms. y 2 d 1/2" nervadura 1 armada con 4 d 3/8" armada con d 3/8" parrilla inferior. parrilla superior. armada con d 3/8" taller integral II LOCALIZACION. estructural talleres. FECHA gomel_83@hotmail.com .mx civ_125@hotmail.com plano num. Metros la indicada alumnos catedraicos. PROYECTO Escala: Acotacion Propietario: 1 NORTE 0.40 0.20 0.40 poliestireno de 40X40X45 cm. 40X40X45 cm. poliestireno de 4vars. de d 3/8 y @ 20 cm. en los cuartos centrales. Estribos No.2 @10 cm. en los cuartos extremos recocido 7X14X28 cm. aplanado en ambas caras con mortero de 1.5 cm. esp. prop. 1:3 Muro de tabique rojo isometrico (LOSA NERVURADA) 1.70 0.20 0.04 0.40 0.50 PLANTA DE CIMENTACION

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DETAIL, details, draw, DWG, formwork, reinforced, reinforced concrete, ribbed, schalung, shows, slab, stahlbeton, structural