Beam Formwork DWG Detail for AutoCAD

Beam Formwork DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

post formwork beam formwork, section d ‘, esc, section C’, esc, Notes:, materials used: the boards are multilaminated phenolic marine the tacos struts palomaria the board colamarina has the following dimensions is bought by leaves of the hearth is simple concrete it is advisable to cover it with nylon to waterproof to avoid the exudation towards the wood the mooring of the spars will be realized with bolts with a washer of mm. also use of bolts of the joints of the special pieces between boards. the nails used will be of draining temperature draining speed approx: the impact in the drainage was not considered to be manual being the compacting of the concrete, spars, ribs on the skate, tacos, squadron, quantity, parts sheet, element, length, side, thickness, total area, struts, ribs in the soul, detail sill, esc, elevation, spars, ribs, marine glue boards, half plant, marine glue boards, spars, ribs, spars, Taco, esc, ribs, Taco, ribs, marine glue boards, Taco, spars, ribs, struts, spars, marine glue board mm, nails, wedges, Section A’, esc, section, esc, concrete block, detail of the separators, coating, with cyclopean, nylon, poor concrete, detail, detail, esc, rib, detail inclined lower board, nails, board, cap screw, washer, Taco, crossbar, slanted ribs, detail, esc, crossbar, Taco, cap screw, nails, marine glue board, nails, rib, detail inclined top board, detail, esc, Taco, cap screw, crossbar, rib, board, union boards, cap screw, special piece, spars, Taco, cap screw, detail, esc, detail, detail, nails, tight, rib, marine glue board, cable nº, anchor detail, esc, anchor plates, cm, poor coated canal

Raw text data extracted from CAD file:

\A1;0.05 \A1;0.19 \A1;0.23 \A1;1.43 \A1;1.20 \A1;0.60 \A1;1.85 \A1;0.06 \A1;0.08 \A1;0.19 \A1;0.15 \A1;0.08 \A1;0.23 \A1;1.43 \A1;1.20 \A1;0.60 \A1;0.12 \A1;0.36 \A1;0.21 \A1;0.05 \A1;0.18 \A1;0.75 h =1.5 [m] \A1;0.30 \A1;0.60 [m] \A1;0.60 [m] \A1;1.5 \A1;0.30 \A1;1.85 \A1;15.15 \A1;0.70 \A1;0.35 \A1;0.70 \A1;2.20 \A1;2.40 \A1;0.30 \A1;0.35 \A1;0.75 h = 1.5 [m] \A1;0.30 \A1;0.36 \A1;0.02 \A1;0.18 \A1;0.02 \A1;18 [cm] \A1;30 [cm] \A1;20 [cm] \A1;96 [cm] \A1;13 [cm] \A1;5 [cm] \A1;10 [cm] \A1;60 [cm] \A1;0.60 \A1;0.60 \A1;0.52 \A1;0.15 \A1;0.18 \A1;0.11 \A1;0.10 \A1;0.22 \A1;0.07 \A1;21° \A1;0.11 \A1;0.10 \A1;0.52 \A1;0.08 \A1;0.48 \A1;0.06 \A1;0.05 \A1;0.10 \A1;10° \A1;0.36 \A1;10 [cm] \A1;0.38 \A1;0.39 \A1;0.38 \A1;0.30 \A1;0.14 \A1;0.19 \A1;0.18 \A1;0.21 \A1;0.38 \A1;0.06 \A1;0.35 \A1;0.14 \A1;0.12 \A1;0.21 \A1;0.13 \A1;0.05 3,01 3,98 3,41 3,92 3,33 3,87 3,27 4,14 2,82 ENCOFRADO PARA VIGA "I" POST - TESADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN D - D' ESC 1:20 SECCIÓN C - C' ESC 1:20 NOTAS: \A1; 1. MATERIALES UTILIZADOS: LOS TABLEROS SON MULTILAMINADOS FENÓLICOS (COLA MARINA "c") LAS COSTILLAS, LARGUEROS, TACOS Y PUNTALES (MADERA PALOMARIA "B") 2. EL TABLERO COLAMARINA TIENE LAS SIGUIENTES DIMENSIONES SE COMPRA POR HOJAS DE 2.44X1.22X19mm 3. LA SOLERA ES HORMIGÓN SIMPLE ES ACONSEJABLE CUBRIRLA CON NYLON PARA IMPERMEABILIZAR Y EVITAR LA EXUDACIÓN HACIA LA MADERA 4. EL AMARRE DE LOS LARGUEROS SE REALIZARÁ CON PERNOS DE \S3/8;\H1.4286x;" CON UNA ARANDELA DE 3 mm. Y TAMBIÉN SE HARÁ USO DE PERNOS DE \H0.7x;\S1/4;\H1.4286x;" PARA LAS UNIONES DE LAS PIEZAS ESPECIALES ENTRE TABLEROS. 5. LOS CLAVOS A UTILIZAR SERÁN DE 4" y de 2" 6. TEMPERATURA DE VACIADO 10ºC 7. VELOCIDAD DE VACIADO APROX: 2.13 m/h 8. NO SE CONSIDERÓ EL IMPACTO EN EL VACIADO POR SER MANUAL Y SER MANUAL EL COMPACTADO DEL HORMIGÓN Largueros Costillas en el patín Tacos ESCUADRIA CANTIDAD PLANILLA DE PIEZAS 2"x2\H0.9167x;" 2"x3" 55.76 260.21 295.20 ELEMENTO LONGITUD (m) 170 170 200 0.30 1.43 1.20 2"x2\H0.9167x;" 2.80 60 383.76 \A1;Tablero Lateral 0.019 1142.07 o ESPESOR AREA TOTAL (ft 2) Puntales 3"x4" 2.40x1.20 [m2] Costillas en el Alma 2"x4" 0.02 85 13.60 DETALLE SOLERA ESC 1:20 0.75 h =1.5 [m] 5 ELEVACIÓN 1.5 5 5 5 Largueros 2" x 3" 0.60 [m] 0.60 [m] Costillas 2"x2" Tableros Cola Marina e=19 [mm] 5 5 0.75 h = 1.5 [m] 5 MEDIA PLANTA Tableros Cola Marina 2.44x1.22x19 [mm] 5 Largueros 2"x3" Costillas 2"x2" 5 5 Largueros 2"x3" 5 5 Taco 2"x4"x1" Esc 1 : 50 Esc 1 : 20 A' A B' B Costillas 2"x2" c/35 Taco 2"x4"x1" Costillas 2"x2" c/35 Tableros Cola Marina e=19 [mm] Taco 2"x4"x1" Largueros 2"x3" c/40 Costillas 2"x2" c/35 Puntales 3"x4" c/100 Largueros 2" x 3" Tablero Cola Marina 19 mm Clavos 4" Clavos 2" Clavos 3" Cuñas 3"x4" Cuñas 3"x4" SECCIÓN A - A' ESC 1:20 SECCIÓN B -B' ESC 1:20 0.18 0.02 Bloque de Hormigon DETALLE DE LOS SEPARADORES 0.36 0.02 18 [cm] 30 [cm] 20 [cm] Revestimiento con HºCiclopeo 96 [cm] 13 [cm] 5 [cm] 10 [cm] 60 [cm] Nylon Hormigón Pobre DETALLE A 0.60 0.60 0.52 DETALLE A ESC 1:05 Costilla 2" x 2"c/35 0.15 5 DETALLE TABLERO INCLINADO INFERIOR Clavos 4" Clavos 2" Tablero 2.44x1.22x19 [mm] Perno 3/8" Arandela 3[mm] Taco 2"x4"x1" 5 5 5 5 5 Larguero 2"x3" 5 Costillas Inclinadas 2"x2\H0.9167x;" DETALLE B DETALLE B ESC 1:10 Larguero 2"x3" Taco 2"x4"x1" Perno 3/8" Clavos 4" Tablero Cola Marina e=19mm Clavos 2" Costilla 2" x 2"c/35 5 5 5 5 5 5 5 DETALLE TABLERO INCLINADO SUPERIOR 5 DETALLE C DETALLE C ESC 1:10 5 Taco 2"x4"x1" Perno 3/8" Larguero 2"x3" Larguero 2"x3" Costilla 2" x 2" Tablero 2.40x1.20x19 [mm] Unión Tableros Perno 1/4" Pieza Especial 1" x 7" 10 [cm] Largueros 2"x3" Taco 2"x4"x1" Perno 3/8" DETALLE D ESC 1:10 Detalle Unión Tapa DETALLE D Clavos 4" Tirante 2"x4" Costilla 2" x 2" Tablero Cola Marina e=19mm 5 5 5 Cable Nº 1 Cable Nº 2 Cable Nº 3 Cable Nº 4 5 5 5 5 5 DETALLE DEL ANCLAJE ESC 1:25 Placas de Anclaje 0.48 52 170 89.22 5 5 5 5 5 5 Sobrecimiento HºCº e=18 cm 5 5 Canal revestido de H º pobre 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, beam, béton armé, concrete, construction, cuts, DETAIL, details, DWG, formwork, post, reinforced concrete, schalung, sizing, specification, stahlbeton