Seismic For Existent Housings 2 Levels DWG Block for AutoCAD

Seismic For Existent Housings 2 Levels DWG Block for AutoCAD

Seismic structures for exixtent housings

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

Cm., Cm., Cm., Cm., Cm., Eø m., Eø m., Eø m., Anchor reinforcement of the column in the beam., Cm., Cm., Reinforcement placement, In corners in beams, Confined, Cm., Mooring column on wall, Cm., Vat, Cm., facade, plant, Cm., Wall at work, Placement detail, Of reinforcement, Enclosed column, Foundation beam, section, section, Cm in light intermediates, Cm in extremities, Enclosed column, Cm in extremities, Cm in light intermediates, Vaux, section, Enclosed column, detail, Enclosed column, detail, Placement detail, Of reinforcement, Enclosed column, Eø m., Foundation beam, Measures according thickness of walls, section, Existing beam, Column confinement, Note: place where there is, section, Of reinforcement, Placement detail, Eø m., Foundation beam, Enclosed column, Can be displaced, Measures according to plant foundations, Cm, Cm, Cm in light intermediates, Cm in extremities, Cm in light intermediates, section, Existing beam, Concrete improvement, Similar cycle., Similary, Cyclopean, Concrete beam, Cm in extremities, Cm in light intermediates, Headband, detail, Vat, When necessary, Prolong reinforcement, Detail section cylinder head, At light ends, In light intermediates, Vat section, section, section, Vat section, In light intermediates, At light ends

Raw text data extracted from CAD file:

\A1;E Ø1/4" a 20 cm. \A1;6 E Ø1/4'' a 10cm \A1;E Ø1/4" a 20 cm. \A1;20 cm \A1;40 cm \A1;0.20 \A1;6 E Ø1/4'' a 10cm \A1;E Ø 1/4" a 20 cm. \A1;6 EØ 1/4" a 10 cm. \A1;12 e Ø 1/4'' a 10cm \A1;E Ø 1/4" a 20 cm. \A1;E Ø1/4" a 20 cm. \A1;15 cm \A1;15 cm \A1;0.20 m \A1;0.20 m \A1;E Ø 1/4" a 0.20 m. \A1;E Ø 1/4" a 0.20 m. \A1;12 EØ 1/4" a 0.10 m. \A1;30 cm \A1;30 cm \A1;E Ø1/4" a 0.20 m. \A1;6 EØ1/4" a 0.10 m. \A1;15 cm \A1;15 cm \A1;40 cm \A1;E Ø 1/4" a 0.20 m. \A1;6 EØ1/4" a 0.10 m. \A1;E Ø 1/4" a 0.20 m. \A1;12 EØ 1/4" a 0.10 m. \A1;10 a 20 cm \A1;10 cm \A1;E Ø1/4" a 0.20 m. \A1;30 cm \A1;30 cm \A1;E Ø 1/4" a 0.20 m. \A1;0.20 \A1;E Ø 1/4" a 0.20 m. \A1;12 EØ 1/4" a 0.10 m. \A1;0.70 \A1;E Ø1/4" a 0.20 m. \A1;6 EØ1/4" a 0.10 m. \A1;de 15 a 23 cm \A1;DE 10 a 15 cm \A1;30 cm \A1;0.10 \A1;0.20 \A1;0.25 m \A1;0.20 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.25 Anclar refuerzo de la columna en la viga. E Ø1/4" a 20 cm. 6 E Ø1/4'' a 10cm E Ø1/4" a 20 cm. COLOCACION DEL REFUERZO EN ESQUINAS EN VIGAS 20 cm 40 cm \A1;Barras 4 Ø 3/8" 0.20 6 E Ø1/4'' a 10cm 4 O 3/8" 20 cm 20 cm 40 cm \A1;Columna confinada E Ø 1/4" a 20 cm. COLUMNA DE AMARRE EN MURO \A1;4 Ø 3/8" 6 EØ 1/4" a 10 cm. 12 e Ø 1/4'' a 10cm VAT (15 x 25 cm) E Ø 1/4" a 20 cm. 25 cm FACHADA PLANTA E Ø1/4" a 20 cm. Muro en traba 15 cm 15 cm 0.20 m 0.20 m \A1;E Ø 1/4" a 20 cm -12.62019835492783 -12.62019835492783 -12.62019835492783 DETALLE DE COLOCACION DE REFUERZO COLUMNA CONFINADA VIGA DE FUNDACION C -12.62019835492783 SECCION C-C -12.62019835492783 \A1;Barras 4 Ø 3/8" -12.62019835492783 -12.62019835492783 B SECCION B-B y a 20 cm en intermedios de luz E Ø 1/4" a 10 cm en extremos 4 Ø 3/8" C B COLUMNA CONFINADA E d 1/4" a 10 cm en extremos y a 20 cm en intermedios de luz 4 d 3/8" Vaux (0.30*0.30 m) -12.62019835492783 -12.62019835492783 4 d 3/8" 4 d 3/8" 40 cm SECCION C-C COLUMNA CONFINADA E Ø 1/4" a 0.20 m. DETALLE 1-1 COLUMNA CONFINADA DETALLE 2-2 6 EØ1/4" a 0.10 m. E Ø 1/4" a 0.20 m. DETALLE DE COLOCACION DE REFUERZO COLUMNA CONFINADA 12 EØ 1/4" a 0.10 m. VIGA DE FUNDACION MEDIDAS ACORDE A ESPESOR DE MUROS E d 1/4" a 7 cm SECCION D-D 10 a 20 cm 2 d 3/8" 10 cm \A1;Barras 4 Ø 3/8" E Ø1/4" a 0.20 m. B B 30 cm 30 cm \A1;E Ø 1/4" a 20 cm 4 Ø 3/8" 4 d 3/8" VIGA EXISTENTE (VE). COLUMNA CONFINAMIENTO Y NOTA: COLOCAR DONDE EXISTA E Ø 1/4" a 0.20 m. SECCION B-B 0.20 \A1; Ø 1/2" a 0.20 m DE REFUERZO DETALLE DE COLOCACION E Ø 1/4" a 0.20 m. 12 EØ 1/4" a 0.10 m. 0.70 VIGA DE FUNDACION A \A1;Barras 4 Ø 3/8" E Ø1/4" a 0.20 m. 6 EØ1/4" a 0.10 m. B A B COLUMNA CONFINADA puede ser desplazada MEDIDAS ACORDE A PLANTA FUNDACIONES de 15 a 23 cm 4 d 3/8" DE 10 a 15 cm y a 20 cm en intermedios de luz E d 1/4" a 10 cm en extremos E d 1/4" a 10 cm en extremos y a 20 cm en intermedios de luz 30 cm SECCION A-A \A1; Viga Existente ó \A1; Mejoramiento en concreto \A1; ciclopeo á similar. SIMILAR CICLOPEO O VIGA EN CONCRETO C 4 Ø 3/8" \A1;E Ø 1/4" a 20 cm C E d 1/4" a 10 cm en extremos y a 20 cm en intermedios de luz CINTA CULATA EØ1/4" A 0.07 m 2Ø3/8" 0.10 (0.10 x 0.25 m) Ø 1/4" 0.20 0.25 m Ø 3/8" Ø 1/4" DETALLE 3-3 Ø 3/8" VAT cuando sea necesario Prolongar refuerzo 0.20 (0.20 x 0.25 m) (0.10 x 0.25 m) VAT-2 VAT-1 D D DETALLE SECCION CULATA 6E Ø1/4" a 0.10 m en extremos de luz Y E Ø1/4" a 0.15 m en intermedios de luz 2 Ø3/8" 2 Ø3/8" 0.10 SECCION VAT 10x25 cm SECCION II-II 0.25 SECCION II-II 10x25 cm SECCION VAT 0.10 0.25 E Ø1/4" a 0.15 m en intermedios de luz 6E Ø1/4" a 0.10 m en extremos de luz Y 2 Ø3/8" 2 Ø3/8"

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, erdbebensicher strukturen, existent, housings, levels, seismic, seismic structures, structures, strukturen