Slide Shorings DWG Block for AutoCAD

Slide Shorings DWG Block for AutoCAD

Design of slide shoring with hydraulic cats to concrete of adornments verticals

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

Platinum, Metal sheet of mm., Metal panel, angle of, bar of, Bolt of, tube of, Platinum, Cms., Platinum, Cms., angle of, bar of, bar of, Bolt of, Platinum, Platinum projection, Metal panel, Metal sheet of mm., tube of, Cms., angle of, Cms., angle of, Projection railing, bar, Platinum, cap screw, Platinum, Cms., bar, cap screw, bar of, bar, Platinum, angle of, Mesh floor, bar, bar, Platinum, Platinum, bar, angle of, Platinum, Platinum, To profile, Platinum, To profile, Platinum, Bolt of, Bolt of, Platinum, To profile, Platinum, Platinum, To profile, Projection of, Bolt of, Platinum, Triangular platinum, Subtotal, Steel profile h.r. from, Steel sheet mm., Subtotal, Platinum, Metal wheel of cms., Metal tube of, Steel sheet mm., description, Angles of, description, Total weight of the metal panel, Sheet of, Platinum, Steel profile h.r. from, Angles of, bar of, Pos., Pos., L. total, weight, L. Unit., weight, total area, Area unit., Cant, detail, side view, Lower railing support system, scale, scale, Bracket between rails, detail, side view, front view, scale, Support system between, detail, scale, front view, scale, section, detail, scale

Raw text data extracted from CAD file:

\A1;200 \A1;30 \A1;130 \A1;17 \A1;25 \A1;17 \A1;62 \A1;50 \A1;17 \A1;25 \A1;17 \A1;100 \A1;60 \A1;65 \A1;48 \A1;100 \A1;41° 18' \A1;127° 47' \A1;142° 13' \A1;130 \A1;17 \A1;25 \A1;17 \A1;60 \A1;50 \A1;130 \A1;100 \A1;90 \A1;100 \A1;130 \A1;90 \A1;62 \A1;0.10 \A1;0.10 \A1;50 \A1;50 \A1;50 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.15 0 PLATINA DE 0.15 X 0.20 X ¼" 40 LAMINA METALICA DE 3 mm. PANEL METALICO 47 ANGULO DE 3" X 3" X ¼" 46 24 BARRA DE d 3/4" 34 PERNO DE d ½" TUBO DE d 2 3/8" 30 PLATINA DE 0.06 X 0.13 X ¼" L = 10 cms. 30 PLATINA DE 0.06 X 0.13 X ¼" L = 10 cms. ANGULO DE 3/4" X 3/4" X ¼" 48 0.0346087075917012 26 BARRA DE d 3/4" 44 49 49 24 BARRA DE d 1" 34 PERNO DE d ½" PLATINA DE 0.06 X 0.13 X ¼" 30 45 PROYECCION PLATINA DE PANEL METALICO 40 LAMINA METALICA DE 3 mm. 44 TUBO DE d 2 3/8" L = 10 cms. ANGULO DE 3/4" X 3/4" X ¼" 48 L = 10 cms. ANGULO DE 3" X 3" X ¼" 46 0.278 X 0.40 X ¼" PROYECCION BARANDA 30 34 30 21 20 34 -0.0949639034568008 BARRA d 1" PLATINA DE ¼" PERNO d ½" PLATINA DE ¼" LONG.= 13 CMS. BARRA d 1" PERNO d ½" 0.0346087075917012 0.0346087075917012 0.0346087075917012 0.0346087075917012 0.0346087075917012 0.0346087075917012 62 90 130 BARRA DE d 1" 11 0.0346087075917012 0.0346087075917012 0.0346087075917012 100 100 BARRA d 1" 21 31 PLATINA DE ¼" ANGULO DE 2"X2"X¼" PISO EN MALLA 27 33 BARRA d 1" 23 BARRA d 1" 24 29 PLATINA DE ¼" 60 65 48 100 41° 18' 127° 47' 142° 13' 130 17 25 17 60 50 130 31 PLATINA DE ¼" BARRA d 1" 20 ANGULO DE 2"X2"X¼" 27 29 PLATINA DE ¼" 29 PLATINA DE ¼" 0.0 0.0 DE 6" 1 41 -0.1630279294734009 -0.1630279294734009 (SOLDADA AL PERFIL SUPERIOR) (SOLDADA AL PERFIL INFERIOR) A PLATINA DE 0.15 X 0.25 X ¼" 14 (SOLDADA AL PERFIL INFERIOR) 14 PLATINA DE 0.15 X 0.25 X ¼" 2 DE 6" 2 PERNO DE d ½" 17 PERNO DE d ½" 17 PLATINA DE 0.15 X 0.25 X ¼" 14 2 DE 6" 2 -0.0038847991862667 -0.0038847991862667 -0.0038847991862667 1 DE 6" (SOLDADA AL PERFIL SUPERIOR) PLATINA DE 0.15 X 0.25 X ¼" 14 DE 6" 1 -0.7175246093073611 0.10 0.10 PLATINA DE 0.15 X 0.25 X ¼" 14 (SOLDADA AL PERFIL SUPERIOR) 1 PROYECCION DE 6" 2 DE 6" DE 6" 2 PERNO DE d ½" 17 -0.7175246093073611 -0.7175246093073611 -0.7175246093073611 -0.7175246093073611 PLATINA DE 0.18 X 0.18 X 1/8" PLATINA DE 0.06 X 0.13 X ¼" PLATINA TRIANGULAR DE 0.18 X 0.18 X ¼" SUBTOTAL PERFIL EN ACERO H.R. DE 8" X 2" LAMINA DE ACERO DE 3 mm. (1/8") SUBTOTAL PLATINA DE 0.06 X 0.13 X ¼" RUEDA METALICA DE d 4 cms. TUBO METALICO DE d 2" LAMINA DE ACERO DE 3 mm. (1/8") DESCRIPCION ANGULOS DE 3" X 3" X ¼" DESCRIPCION PESO TOTAL DEL PANEL METALICO (1 MODULO) LAMINA DE 0.15 X 0.275 X ¼" PLATINA DE 0.15 X 0.20 X ¼" PERFIL EN ACERO H.R. DE 8" X 2" PERFIL EN ACERO H.R. DE 8" X 2" ANGULOS DE 2" X 2" X 1/8" ANGULOS DE 3/4" X 3/4" X ¼" BARRA DE d 3/8" (EJE) 53 54 41A 40A 50 52 51 47 45 41 42 POS. 44 46 43 POS. 49 48 40 2 0.36 0.72 18.18 6 0.016 0.097 2.45 600 4 18.48 2.40 30.60 1.20 0.60 1 113.29 1.21 0.024 0.006 4 4 3.03 0.06 0.03 2 (kg) 41.58 (m) 5.40 3.512 27.04 L. Total Peso 5.84 8.80 11.07 0.80 2.00 4.50 6 2 8 2 5 (mm) L. unit. 1000 100 1756 900 900 (kg) Peso 4.19 Area Total (m2) 0.083 2 0.008 Area unit. (m2) 220.96 1 1.756 1.756 44.78 8 0.008 0.064 3.23 4 100 0.40 0.48 Cant. Cant. 4 107.67 17 DETALLE 2 VISTA LATERAL SISTEMA INFERIOR DE APOYO DE BARANDA ESCALA 1:12.5 P L A N T A ESCALA 1:12.5 SOPORTE ENTRE BARANDAS DETALLE 3 VISTA LATERAL VISTA FRONTAL ESCALA 1:12.5 SISTEMA DE APOYO ENTRE PERFILES DE 6" DETALLE 1 ESCALA 1:12.5 ESCALA 1:12.5 P L A N T A VISTA FRONTAL ESCALA 1:12.5 ESCALA 1:12.5 SECCION A DETALLE 2 ESCALA 1:12.5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, cats, coffrage, concrete, Design, DWG, formwork, hydraulic, schalung, shoring, shorings, slide, sliderail system, slipform, verschalung