Detail Foundations DWG Detail for AutoCAD

Detail Foundations DWG Detail for AutoCAD

STRUCTURAL DETAILS OF LADDERS FOUNDATION AND ELEVATED TANK FOR CONSTRUCTION FIVE LEVELS.

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

value, I continue the, floor slab section, I continue the, screen, compacted fill, screen, continuous, continuous, beam section, reinforcement m.c., continuous, Bell, exc., shank, section, continuous, continuous, continuous, reinforcement m.c., keep going, containment, wall section of, Bell, exc., shank, Bell, exc., shank, continuous overlap, date, otero buildings, I digitize, draft, I digitize, affiliated with, owner, institute, draft:, Ingenieria ltda., scale, Ave. do not. tel: fax:, post-tensioning technology, ing. adriano a. Otero Pinedo, mat. std., plan no., scale, archive, date, design, observations, archive, content, bucaramanga, Bell, solid pile, protective ring, section, bell geometry, screens, screen according to design, reinforcement slab according to mesh design, screens, screen according to design, reinforcement slab according to mesh design, mesh screen hooks, screens, reinforcement slab according to mesh design, screen according to design, continuous. hooks, in special spans, screen, screen, foundation beams, special reinforcement shearing in, special type vane, ref., cont., section, beams, ref., special type vane, in special spans, cont., ref., section, ref., beams, in special spans, in openings under screens, in vain under the screen, overlap, vain, overlap, reinforcement slab, in vain under the screen, overlap, overlap, reinforcement slab, section, section, continuous. hooks, continuous. hooks, lvar., Bell, Bell, Bell, beam, start section, stairs, rep., board girder, rest beam, rep., section, rep., rest beam, rest beam, rep., section, beam section, continuous, continuous, reinforcement m.c., continuous. hooks, lconf., esc., section, continuous, machon, continuous, continuous, esc., section, continuous, screen, screen, continuous, screen, continuous, continuous overlap, plant foundation, special type vane, special type vane, retaining wall, machon, special type vane, machon, special type vane, machon, machon, see detail mensula, machon, special type vane, machon, special type vane, esc., retaining wall, shank, exc., Bell, special type vane, special type vane, Bell, exc., shank, Bell, Bell, lconf., screen, screen, esc., section, esc., floor foundation, machon, machon, machon, machon, machon, machon, Bell, exc., shank, rocio deer, montecarlo de la frontera, marval s.a, bolivar s.a construction, sections, plant foundation tank, cimentacion plant, cim.dwg, screen, dilatation meeting, retaining wall, retaining wall, esc., section, esc., screen, screen, integral beams on plate, structural screens, v.b. v. edge edge edge, beam s, conventions, hanging beams, mesh type, machon, retaining wall, machon, dilatation meeting, retaining wall, screen, section, esc., screen, screen, special type vane, screen, machon, special type vane, special type vane, retaining wall, esc., plant foundation, machon, machon, special type vane, special type vane, special type vane, machon, machon, machon, special type vane, machon, machon, retaining wall, machon, special type vane, Bell, exc., shank, shank, exc., Bell, special type vane, tank projection, plant foundation tank, screen, effort

Raw text data extracted from CAD file:

ESC:1 50 Value 1#3 c/0.10 Continuo - Traslapo=0.50 (Perpendicular a las pantallas) SECCION LOSA DE ANTEPISO e=0.10m 1#3 c/.30 Continuo - Traslapo=0.40 (Paralelo a las pantallas) Pantalla Relleno Compactado 20 Pantalla 112.7836767952882 0.40 0.50 E#3 L=1.30 2#7 CONTINUOS 43.47890348471551 0.34 0.24 0.34 0.24 0.07 43.47890348471551 20 (0.40x0.50) 2#7 CONTINUOS E#3 c/0.25 SECCION VIGA CIM-M.C REFUERZO M.C. 3G#3 L=0.20 6#3 CONTINUOS 0.10 0.05 0.05 d CAMPANA : d EXC. : d FUSTE : SECCION V-COR-MC 2#7 CONTINUOS (0.40x0.50) 20 2#7 CONTINUOS 0.05 0.05 0.10 6#3 CONTINUOS 3G#3 L=0.20 REFUERZO M.C. E#3 c/0.25 114.1082010979556 0.07 0.24 0.34 0.24 0.34 E#3 L=1.30 VCIM-MC (.40x.50) 70.31296584927253 70.31296584927253 70.31296584927253 1#3 C/.20 L=3.40m 3.10 0.15 0.15 1#3 C/0.20 CONTINUA 70.31296584927253 CONTENCION e=0.20 SECCION MURO DE 25 VCOR-MC (.40x.50) 70.31296584927253 \A1;1.25 \A1;2.95 \A1;.90 \A1;.15 \A1;1.80 \A1;.15 \A1;1.80 \A1;.15 \A1;.90 \A1;6.10 \A1;2.125 \A1;2.125 \A1;6.10 \A1;.50 \A1;.40 \A1;.40 \A1;.50 \A1;.20 \A1;1.10 \A1;.05 \A1;5.30 \A1;.05 d CAMPANA : d EXC. : d FUSTE : N \A1;1.80 \A1;.40 \A1;.85 \A1;.20 \A1;.20 \A1;1.85 \A1;.40 \A1;.85 \A1;.20 \A1;.15 \A1;1.80 \A1;2.925 \A1;2.925 d CAMPANA : d EXC. : d FUSTE : 1#3 c/0.30 continuo Traslapo = 0.40 1#3 c/0.10 continuo Traslapo = 0.50 FECHA OTERO CONSTRUCCIONES DIGITALIZO PROYECTO2 PROYECTO PROPIETARIO3 PROPIETARIO2 DIGITALIZO AFILIADO AL PROPIETARIO POST-TENSIONING INSTITUTE PROYECTO: E INGENIERIA LTDA. DE DE# ESCALA CONTENIDO4 CONTENIDO3 CONTENIDO2 CONTENIDO1 Cra. 34 No. 46-50 P-1 Tel: (7)-6436339/6433640 Fax: 6433393 TECNOLOGIA EN POSTENSADO Ing. ADRIANO A. OTERO PINEDO MAT. 658 STD. PLANO# PLANO No. 1 ESCALA ARCHIVO FECHA DISEÑO OBSERVACIONES ARCHIVO CONTENIDO BUCARAMANGA \A1;2.86 \A1;3.06 \A1;3.30 \A1;.20 \A1;1.10 \A1;2.50 \A1;.20 \A1;.20 \A1;2.10 \A1;.20 \A1;2.70 \A1;.10 \A1;2.86 \A1;3.06 \A1;2.70 \A1;2.58 \A1;2.58 \A1;2.20 \A1;.60 \A1;5.90 \A1;1.80 \A1;1.95 \A1;1.80 \A1;1.80 \A1;3.75 \A1;1.95 \A1;6.10 \A1;1.50 \A1;5.27 \A1;5.88 \A1;6.10 \A1;1.55 \A1;5.275 \A1;3.30 \A1;1.10 \A1;.20 \A1;2.10 \A1;3.30 \A1;1.00 \A1;1.50 \A1;.10 \A1;2.12 \A1;2.12 \A1;3.75 \A1;1.95 \A1;1.95 \A1;1.55 \A1;1.00 \A1;5.20 \A1;5.275 \A1;.30 \A1;.30 \A1;.47 \A1;.13 \A1;.15 \A1;.60 \A1;3.30 \A1;1.00 \A1;4.08 \A1;5.275 \A1;.20 \A1;.90 \A1;.20 \A1;.63 \A1;.175 \A1;.36 \A1;.24 \A1;1.00 \A1;.60 \A1;1.10 \A1;3.30 \A1;3.30 \A1;.60 \A1;.15 \A1;.90 \A1;2.00 \A1;.40 \A1;.20 \A1;.30 \A1;.20 \A1;.40 \A1;.55 \A1;.50 \A1;.40 \A1;2.55 \A1;.90 \A1;2.15 \A1;2.19 \A1;.20 \A1;1.50 \A1;.70 \A1;5.30 \A1;.90 \A1;.15 \A1;.90 \A1;.40 \A1;3.06 \A1;2.80 \A1;2.94 \A1;10.40 \A1;5.88 \A1;8.40 \A1;5.20 \A1;5.275 \A1;.15 \A1;.10 \A1;.50 \A1;1.95 \A1;.47 \A1;.12 \A1;1.00 \A1;.12 \A1;3.075 \A1;2.90 \A1;2.57 \A1;.15 \A1;1.85 \A1;2.55 \A1;.60 \A1;1.50 \A1;1.50 \A1;.15 \A1;1.80 \A1;.40 \A1;2.25 \A1;.30 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.55 \A1;1.80 \A1;2.19 \A1;2.40 \A1;.50 \A1;.60 \A1;2.70 \A1;.12 \A1;.60 \A1;2.70 \A1;2.58 \A1;.30 \A1;.12 \A1;.40 \A1;.40 \A1;2.45 \A1;2.20 \A1;.40 \A1;.30 \A1;2.44 \A1;.20 \A1;2.30 \A1;2.45 \A1;3.30 \A1;.40 \A1;1.60 \A1;2.95 \A1;1.45 \A1;.15 \A1;.50 \A1;.90 \A1;.15 \A1;.15 \A1;1.80 \A1;.90 \A1;.20 \A1;.20 \A1;.55 \A1;2.00 \A1;1.05 \A1;2.55 \A1;.15 \A1;2.17 \A1;.60 \A1;2.45 \A1;1.25 \A1;1.25 \A1;.60 \A1;1.10 \A1;.15 \A1;2.17 \A1;3.075 \A1;.12 \A1;.12 \A1;2.71 \A1;2.94 \A1;3.88 \A1;4.05 \A1;2.50 \A1;1.80 \A1;.20 \A1;.13 \A1;.20 \A1;.47 \A1;.20 \A1;1.21 \A1;1.21 \A1;2.70 \A1;.20 \A1;.60 \A1;.40 \A1;.60 \A1;5.87 \A1;.12 \A1;.13 \A1;.40 \A1;.47 \A1;.47 \A1;.50 \A1;.10 \A1;.15 \A1;.12 \A1;.12 \A1;.40 \A1;2.70 \A1;2.58 \A1;2.58 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;3.06 \A1;2.94 \A1;.99 \A1;.97 \A1;.60 \A1;.90 \A1;.90 \A1;0.50 \A1;0.50 \A1;2.25 \A1;3.25 \A1;0.40 \A1;0.50 \A1;.100 d CAMPANA d FUSTE=\A1;1.00 \A1;0.30 \A1;0.70 17.98648805671438 17.98648805671438 17.98648805671438 17.98648805671438 16#6-continuas TRASLAPO=1.00m 25E#4 C/0.075(SUPERIOR) E#4 C/0.30(RESTO) PILA MACIZA d=1.00m ANILLO DE PROTECCIÓN e=0.10m SECCION 1-1 25 44.14905300118041 44.14905300118041 44.14905300118041 44.14905300118041 GEOMETRIA DE CAMPANAS 10.35778049464298 10.35778049464298 10.35778049464298 PANTALLAS e=0.15 \A1;MALLA PANTALLA SEGUN DISEÑO 0.96 .08 0.96 REFUERZO LOSA SEGÚN DISEÑO DE MALLAS 10.35778049464298 10.35778049464298 10.35778049464298 10.35778049464298 U#3 C/0.30 L=2.00m 12.5 10.35778049464298 PANTALLAS e=0.15 \A1;MALLA PANTALLA SEGUN DISEÑO 0.96 .08 0.96 REFUERZO LOSA SEGÚN DISEÑO DE MALLAS 10.35778049464298 10.35778049464298 10.35778049464298 .05 0.975 10.35778049464298 U#3 C/0.30 L=2.00m 12.5 10.35778049464298 10.35778049464298 10.35778049464298 10.35778049464298 10.35778049464298 10.35778049464298 GANCHOS DE ARRANQUE DE MALLAS PARA PANTALLAS 0.975 12.5 PANTALLAS e=0.12 1#3 C/0.30 L=1.10m REFUERZO LOSA SEGÚN DISEÑO DE MALLAS \A1;MALLA PANTALLA SEGUN DISEÑO E#4 L=1.20 + 2G#3 L=0.45 C/0.10m 8#5 CONTÍNUAS. GANCHOS L= 0.25m 36.67222954423008 36.67222954423008 1#5 1#5 .25 .25 .25 .10 3#5 .10 E#4 L=1.20 m .25 2G#3 L=0.45 3#5 .10 .25 \A1;ESTRIBOS S/DESPIECE 21.62773268544708 21.62773268544708 \A1;REFUERZO EN VANOS ESPECIALES (VER TABLA) \A1;REFUERZO S/DESPIECE 3E#4 C/0.10m \A1;COSTILLARES PANTALLA E#4 C/0.10m 21.62773268544708 21.62773268544708 21.62773268544708 PANTALLA (VANOS ESPECIALES) A A VIGAS DE CIMENTACION REFUERZO ESPECIAL A CORTANTE EN VANO ESPECIAL TIPO 1 12.5 REF. S/DESPIECE 1#4 CONT. 4#8 SECCION A-A 1#4 -CONT. VIGAS 0.40x1.10 .075 0.10 0.20 0.20 0.10 REF. S/DESPIECE 26.37079962410564 \A1;EST. S/DESP. 4#8 \A1;E#4 C/.10 26.37079962410564 VANO ESPECIAL TIPO 2,3 y 4 12.5 \A1;REF. EN VANOS ESPECIALES (VER TABLA) 1#4 -CONT. 0.40 0.40 0.10 .075 0.10 \A1;E#4 C/.10 1#4 CONT. \A1;EST. S/DESP. 26.29880346163937 REF. S/DESPIECE SECCION A-A REF. S/DESPIECE 26.29880346163937 VIGAS 0.60x1.10 \A1;REF. EN VANOS ESPECIALES (VER TABLA) E3#4 G#4 L=1.20m E#4 L=3.20m = 1.00 .10 .10 + E#4 L=2.80m 1.00 1.00 .10 0.50 0.50 E3#4 C/.20 EN VANOS E3#4 C/.40 BAJO PANTALLAS G#3 C/.20 EN VANOS C/.40 BAJO PANTALLA TRASLAPO=0.50 2#4-CONTINUAS L=LONG. VANO+2.50m) 2#8(SOLO VANOS) TRASLAPO L=0.90m 3#8-CONTINUAS 18.01027420765682 L=LONG. VANO + 3.00) 2#8(SOLO VANOS) TRASLAPO L=1.10 3#8-CONTINUAS REFUERZO LOSA ANTEPISO .30 .10 .10 1.00 1.00 .10 0.30 0.30 E#4 C/.20 EN VANOS E#4 C/.40 BAJO PANTALLA G#3 C/0.20 EN VANOS C/.40 BAJO PANTALLA TRASLAPO=0.50 2#4-CONTINUAS 18.01027420765682 (SOLO EN VANOS) 2#7 TRASLAPO L=1.10 2#8-CONTINUAS (SOLO EN VANOS) 2#7 TRASLAPO L=1.10 2#8-CONTINUAS REFUERZO LOSA ANTEPISO SECCION V-CIM 12.5 (0.60x1.10) SECCION V-CIM 18.01027420765682 18.01027420765682 18.01027420765682 18.01027420765682 12.5 (0.40x1.10) 10#6 CONTÍNUAS. GANCHOS L= 0.30m E#4 L=1.60 + 2G#3 L=0.45 + G#3 L=0.65 C/0.10m 1#6 1#6 .25 .25 .25 36.65235905283691 .10 4#6 36.65235905283691 .10 2G#3 L=0.45 m .45 E#4 L=1.60m 4#6 .10 .45 .45 .10 .10 1G#3 L=0.65 12#6 CONTÍNUAS. GANCHOS L= 0.30m E#4 L=2.00 + 4G#3 L=0.65 C/0.10m 2#6 36.84449996178238 2#6 .45 .45 .45 .10 4#6 36.84449996178238 .10 2G#3 L=0.65 m .45 E#4 L=2.00m 4#6 .10 .45 .45 .10 .10 2G#3 L=0.65 Lvar. 1.00 1.40 \A1;0.07 \A1;0.07 \A1;0.40 \A1;1.10 \A1;1.10 \A1;0.60 d CAMPANA \A1;.10 \A1;1.00 \A1;.10 \A1;0.40/0.60 \A1;0.100 \A1;0.600 \A1;0.120 \A1;0.375 \A1;0.600 \A1;0.150 \A1;0.360 \A1;0.600 \A1;0.100 \A1;0.600 \A1;0.150 \A1;0.360 \A1;0.600 \A1;0.100 \A1;1.100 \A1;1.10 \A1;1.10 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.600 \A1;0.100 \A1;0.100 \A1;1.100 \A1;1.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.70 \A1;d CAMPANA \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;20 ESTRIBOS#4 C/0.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;35 ESTRIBOS#4 C/0.30 \A1;d CAMPANA \A1;0.70 \A1;0.30 \A1;0.10 \A1;0.10 \A1;25#4 C/0.075 \A1;1.10 \A1;1.00 \A1;0.30 \A1;0.40 \A1;1.00 \A1;0.60 \A1;.10 \A1;.10 \A1;.17 \A1;.30 \A1;.15 100.6792577952391 100.6792577952391 0.25 1.60 100.6792577952391 VIGA 0.60x0.40 7#4 L=2.40m 0.50 0.20 +59.84 1.85 25 TRAMO ARRANQUE ESCALERA 100.6792577952391 REP. 1#3 C/0.30 SUP/INF. L=1.45m 0.15 1.80 7#4 L=2.30m 0.50 0.15 7#5 L=7.65m 5.30 100.6792577952391 100.6792577952391 100.6792577952391 0.50 0.25 7#5 L=1.80 1.05 0.50 0.25 0.95 7#4 L=3.05 VIGA PLACA 1.00x0.10 100.6792577952391 100.6792577952391 100.6792577952391 \A1;.10 \A1;1.30 \A1;.10 \A1;.12 \A1;1.30 \A1;.65 \A1;.90 \A1;.12 \A1;.90 \A1;1.30 \A1;.30 \A1;.17 \A1;.12 \A1;.90 \A1;.30 \A1;.17 \A1;.12 0.30 126.1995518026227 VIGA DESCANSO 0.15 6#3 L=1.40 0.30 0.15 0.15 4#3 L=5.10 2.55 2#3 L=4.45 0.15 2.55 0.30 0.15 0.70 0.15 1.30 0.15 6#3 L=1.75 0.90 0.15 2#3 L=1.90m 0.15 0.15 6#3 L=1.35 REP. 1#3 C/0.30 SUP/INF. L=1.45m 0.15 TRAMO 1 20 0.15 1.95 0.75 0.15 126.1995518026227 REP. 1#3 C/0.30 SUP/INF. L=1.05m 0.15 VIGA DESCANSO 4#3 L=2.55m 0.15 1.95 1.30 126.1995518026227 126.1995518026227 126.1995518026227 126.1995518026227 126.1995518026227 126.1995518026227 126.1995518026227 126.1995518026227 0.90 0.15 6#3 L=2.05 0.15 0.15 6#3 L=1.35 20 0.15 6#3 L=1.40m 0.80 126.4231029947242 0.70 0.15 0.15 VIGA DESCANSO 6#3 L=1.70 0.30 0.15 1.15 REP. 1#3 C/0.30 SUP/INF. L=1.45m 2.55 6#3 L=3.85 0.15 0.15 0.30 126.4231029947242 TRAMO 2 126.4231029947242 126.4231029947242 126.4231029947242 126.4231029947242 126.4231029947242 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.13 \A1;.47 \A1;2.70 \A1;2.70 \A1;3.06 \A1;2.70 \A1;3.075 \A1;2.55 \A1;3.075 \A1;2.70 \A1;3.06 \A1;1.10 \A1;.12 \A1;2.94 \A1;.12 \A1;2.58 \A1;.12 \A1;2.54 \A1;.20 \A1;2.40 \A1;1.05 \A1;2.01 \A1;.19 \A1;.35 \A1;2.19 \A1;.12 \A1;2.58 \A1;.12 \A1;2.94 \A1;.12 \A1;2.90 \A1;.15 \A1;.50 \A1;.50 \A1;.20 \A1;.30 \A1;2.62 \A1;2.70 \A1;2.70 \A1;3.07 \A1;2.45 \A1;.20 \A1;2.92 \A1;2.70 \A1;2.70 \A1;3.17 \A1;.50 \A1;1.95 \A1;.50 \A1;2.45 \A1;1.10 \A1;.80 \A1;1.95 \A1;1.30 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.50 SECCION VIGA CIM-M.C E#3 L=1.70 0.44 0.44 20 (0.60x0.50) 3#7 CONTINUOS 3#7 CONTINUOS 107.7625395162776 107.7625395162776 0.34 E#3 c/0.25 0.05 0.05 0.10 6#3 CONTINUOS 3G#3 L=0.20 REFUERZO M.C. 0.34 0.07 \A1;.20 \A1;.20 .25 .10 1.35 1.35 E#4 L=3.40m 1G#3 L=1.55 1.35 .10 .25 .10 .10 .25 5G#3 L=0.45 m .10 E#4 L=3.40 + G#3 L=1.55 C/0.10m 5G#3 L=0.45 C/0.20m 16#7 CONTÍNUAS. GANCHOS L= 0.30m 7#7 1#7 83.19836290100739 1#7 83.19836290100739 7#7 \A1;1.50 \A1;.40 \A1;1.50 \A1;Variable \A1;54#4 C/0.075 LCONF. MIN=4m* ESC. 1:25 SECCION 6-6 VCIM-MC (0.40x0.50) 0.20 1#4 C/0.20 Continuos 1#4 C/0.20 L=2.95 VCIM-MC (0.40x0.50) VCOR-MC (0.40x0.50) V-CIM (0.60x1.10) MACHON 1.50x0.40 1.60 1#4 C/0.15m L=1.90m (2 Capas) 0.20 0.20 VCIM-MC (0.40x0.50) VCOR-MC (0.40x0.50) 1#4 C/0.15m L=1.90m (2 Capas) 102.8726354958057 102.8726354958057 1.60 0.15 0.15 102.8726354958057 0.20 1#4 C/0.20 Continuos 2.05 1#4 C/0.20 Continuas E V-CIM (0.60x1.10) V-CIM-MC (0.40x0.50) ESC. 1:25 SECCION 5-5 V-CIM (1.50x040) 103.1170891426311 4#4 Continuas 1#4 C/0.15m L=1.90m (2 Capas) 0.15 PANTALLA 103.1170891426311 V-CIM (0.60x1.10) 103.1170891426311 103.1170891426311 103.1170891426311 103.1170891426311 5 103.1170891426311 PANTALLA 103.1170891426311 103.1170891426311 103.1170891426311 1#4 C/0.20 Continuas V-CIM-MC (0.40x0.50) 103.1170891426311 VCIM-MC (0.40x0.50) 1#4 C/0.20 L=4.85 4.45 0.20 0.20 0.15 1.60 103.1170891426311 VCIM-MC (0.40x0.50) 103.1170891426311 PANTALLA 103.1170891426311 4#4 Continuas 0.15 1#4 C/0.15m L=1.90m (2 Capas) 1.60 0.15 4 3 \A1;1.80 \A1;.20 \A1;.05 \A1;.40 \A1;.50 \A1;.20 \A1;1.80 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.05 \A1;.50 \A1;.40 \A1;1.30 \A1;.50 \A1;.80 1#3 c/0.30 continuo Traslapo = 0.40 1#3 c/0.10 continuo Traslapo = 0.50 2 53.69527970814411 53.69527970814411 53.69527970814411 6 53.69527970814411 7 53.69527970814411 3 53.69527970814411 5 4 1 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 PLANTA CIMENTACION 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) 1.00 1.20 2.40 V-COR-MC(0.40x0.50) 53.69527970814411 V-COR-MC(0.40x0.50) 53.69527970814411 V-COR-MC(0.40x0.50) 1.00 1.20 2.10 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) 53.69527970814411 53.69527970814411 VANO ESPECIAL TIPO 1 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 2 53.69527970814411 MURO DE CONTENCION 53.69527970814411 V-CIM(0.60x1.10) 1.00 1.20 2.20 V-CIM(0.60x1.10) 53.69527970814411 53.69527970814411 53.69527970814411 MACHON .60x.60 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) 53.69527970814411 53.69527970814411 53.69527970814411 1.00 1.20 2.30 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.60x1.10) 53.69527970814411 V-COR-MC(0.40x0.50) 1.00 1.20 2.30 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) 1.00 1.20 2.10 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 1.00 1.20 2.40 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.60x1.10) 53.69527970814411 V-CIM(0.40x1.10) V-COR-MC(0.40x0.50) 53.69527970814411 1.00 1.20 2.30 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.60x1.10) 53.69527970814411 1.00 1.20 2.40 53.69527970814411 53.69527970814411 53.69527970814411 VANO ESPECIAL TIPO 1 VANO ESPECIAL TIPO 2 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 MACHON 0.40x0.40 MACHON 0.40x0.40 MACHON 0.40x0.40 V-COR-MC 53.69527970814411 V-COR 53.69527970814411 V-CIM(0.60x1.10) 1.00 1.20 2.00 VANO ESPECIAL TIPO 3 MACHON 0.40x0.40 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 MACHON 0.40x0.40 53.69527970814411 1.00 1.20 1.90 53.69527970814411 V-COR 53.69527970814411 V-COR-MC 53.69527970814411 53.69527970814411 VER DETALLE MENSULA 53.69527970814411 V-CIM(0.40x1.10) 1.00 1.20 2.20 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 MACHON .60x.60 53.69527970814411 V-CIM(0.60x1.10) 53.69527970814411 1.00 1.20 2.10 VANO ESPECIAL TIPO 3 MACHON 0.40x0.40 V-CIM(0.60x1.10) 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.60x1.10) 53.69527970814411 1.00 1.20 2.10 V-CIM(0.60x1.10) 53.69527970814411 VANO ESPECIAL TIPO 4 VANO ESPECIAL TIPO 3 53.69527970814411 53.69527970814411 V-COR-MC(0.40x0.50) (N+59.84) ESC. 1:50 MURO DE CONTENCION 53.69527970814411 V-COR-MC(0.40x0.50) 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 2.30 53.69527970814411 d FUSTE : 1.00 53.69527970814411 1.20 2.30 d EXC. : d CAMPANA : 1.00 53.69527970814411 1.00 1.20 2.00 V-CIM(0.40x1.10) 1.20 1.00 1.20 2.30 VANO ESPECIAL TIPO 1 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 53.69527970814411 53.69527970814411 VANO ESPECIAL TIPO 2 53.69527970814411 53.69527970814411 V-COR-MC(0.40x0.50) 53.69527970814411 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 1.00 1.20 2.30 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 53.69527970814411 1.20 2.30 d CAMPANA : d EXC. : 1.00 d FUSTE : G 53.69527970814411 V-COR-MC(0.40x0.50) 53.69527970814411 53.69527970814411 1.00 1.20 2.40 V-COR-MC(0.40x0.50) 53.69527970814411 1.00 1.20 2.10 53.69527970814411 A B 53.69527970814411 53.69527970814411 C 53.69527970814411 53.69527970814411 1.00 1.20 2.00 V-CIM(0.60x1.10) D E 1.00 1.20 2.00 53.69527970814411 V-CIM(0.60x1.10) F 1.00 1.20 2.40 V-COR-MC(0.40x0.50) 53.69527970814411 53.69527970814411 V-COR-MC(0.40x0.50) H 53.69527970814411 1.00 1.20 2.10 I J \A1;.90 \A1;.90 \A1;2.40 \A1;2.40 \A1;2.25 \A1;5.275 \A1;5.20 \A1;5.90 \A1;2.00 \A1;.60 \A1;1.10 \A1;3.30 \A1;5.30 \A1;.06 \A1;.34 \A1;1.00 \A1;3.30 \A1;2.19 \A1;8.40 \A1;10.40 \A1;2.09 \A1;2.15 \A1;2.00 \A1;5.275 \A1;5.20 \A1;.34 \A1;.06 \A1;.40 \A1;.40 \A1;.90 \A1;.90 \A1;.60 \A1;5.88 \A1;5.88 \A1;1.95 \A1;3.75 \A1;.15 \A1;.13 \A1;.47 \A1;.34 \A1;.06 \A1;1.95 \A1;.15 \A1;.47 \A1;.27 \A1;.15 \A1;1.80 \A1;1.03 \A1;.15 \A1;.30 \A1;.50 \A1;3.28 \A1;1.80 \A1;.40 \A1;.90 \A1;.90 \A1;2.55 \A1;.60 \A1;.70 \A1;1.50 \A1;.12 \A1;.40 \A1;1.85 \A1;.15 \A1;1.80 \A1;.50 \A1;.55 \A1;.20 \A1;.40 \A1;.40 \A1;.65 \A1;1.80 \A1;.60 \A1;.13 \A1;.47 \A1;.61 \A1;.40 \A1;.15 \A1;.50 \A1;.15 \A1;1.80 \A1;1.45 \A1;.15 \A1;.50 \A1;1.45 \A1;.15 \A1;1.80 \A1;1.05 \A1;5.88 \A1;.40 \A1;2.19 \A1;.55 \A1;.60 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;1.14 \A1;.47 \A1;.27 \A1;.40 \A1;3.075 \A1;2.94 \A1;2.71 \A1;2.70 \A1;.34 \A1;.06 \A1;2.34 \A1;2.44 \A1;2.45 \A1;.34 \A1;2.45 \A1;1.00 \A1;2.94 \A1;2.80 \A1;.12 \A1;.12 \A1;1.50 \A1;1.50 \A1;.40 \A1;.60 \A1;2.20 \A1;2.58 \A1;.12 \A1;.40 \A1;.12 \A1;.60 \A1;3.06 \A1;2.70 \A1;.60 \A1;2.45 \A1;1.10 \A1;3.30 \A1;.60 \A1;2.57 \A1;2.94 \A1;.40 \A1;.12 \A1;.40 \A1;1.25 \A1;2.95 \A1;1.60 \A1;2.17 \A1;2.17 \A1;.15 \A1;1.25 \A1;.60 \A1;.15 \A1;3.075 \A1;2.55 \A1;2.94 \A1;3.06 \A1;2.58 \A1;2.58 \A1;.40 \A1;.60 \A1;2.58 \A1;2.58 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.10 \A1;.40 \A1;.12 \A1;.12 \A1;2.70 \A1;2.70 \A1;.12 \A1;1.25 \A1;2.95 \A1;.90 \A1;.15 \A1;1.80 \A1;.15 \A1;1.80 \A1;.15 \A1;.90 \A1;6.10 \A1;2.125 \A1;2.125 \A1;6.10 \A1;.50 \A1;.40 \A1;.40 \A1;.50 \A1;.20 \A1;1.10 \A1;.05 \A1;5.30 \A1;.05 \A1;1.80 \A1;.40 \A1;.85 \A1;.20 \A1;.20 \A1;1.85 \A1;.40 \A1;.85 \A1;.20 \A1;.15 \A1;1.80 \A1;2.925 \A1;2.925 \A1;2.86 \A1;3.06 \A1;3.30 \A1;.20 \A1;1.10 \A1;2.50 \A1;.20 \A1;.20 \A1;2.10 \A1;.20 \A1;2.70 \A1;.10 \A1;2.86 \A1;3.06 \A1;2.70 \A1;2.58 \A1;2.58 \A1;2.20 \A1;.60 \A1;5.90 \A1;1.80 \A1;1.95 \A1;1.80 \A1;1.80 \A1;3.75 \A1;1.95 \A1;6.10 \A1;1.50 \A1;5.27 \A1;5.88 \A1;6.10 \A1;1.55 \A1;5.275 \A1;3.30 \A1;1.10 \A1;.20 \A1;2.10 \A1;3.30 \A1;1.00 \A1;1.50 \A1;.10 \A1;2.12 \A1;2.12 \A1;3.75 \A1;1.95 \A1;1.95 \A1;1.55 \A1;1.00 \A1;5.20 \A1;5.275 \A1;.30 \A1;.30 \A1;.47 \A1;.13 \A1;.15 \A1;.60 \A1;3.30 \A1;1.00 \A1;4.08 \A1;5.275 \A1;.20 \A1;.90 \A1;.20 \A1;.63 \A1;.175 \A1;.36 \A1;.24 \A1;1.00 \A1;.60 \A1;1.10 \A1;3.30 \A1;3.30 \A1;.60 \A1;.15 \A1;.90 \A1;2.00 \A1;.40 \A1;.20 \A1;.30 \A1;.20 \A1;.40 \A1;.55 \A1;.50 \A1;.40 \A1;2.55 \A1;.90 \A1;2.15 \A1;2.19 \A1;.20 \A1;1.50 \A1;.70 \A1;5.30 \A1;.90 \A1;.15 \A1;.90 \A1;.40 \A1;3.06 \A1;2.80 \A1;2.94 \A1;10.40 \A1;5.88 \A1;8.40 \A1;5.20 \A1;5.275 \A1;.15 \A1;.10 \A1;.50 \A1;1.95 \A1;.47 \A1;.12 \A1;1.00 \A1;.12 \A1;3.075 \A1;2.90 \A1;2.57 \A1;.15 \A1;1.85 \A1;2.55 \A1;.60 \A1;1.50 \A1;1.50 \A1;.15 \A1;1.80 \A1;.40 \A1;2.25 \A1;.30 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.55 \A1;1.80 \A1;2.19 \A1;2.40 \A1;.50 \A1;.60 \A1;2.70 \A1;.12 \A1;.60 \A1;2.70 \A1;2.58 \A1;.30 \A1;.12 \A1;.40 \A1;.40 \A1;2.45 \A1;2.20 \A1;.40 \A1;.30 \A1;2.44 \A1;.20 \A1;2.30 \A1;2.45 \A1;3.30 \A1;.40 \A1;1.60 \A1;2.95 \A1;1.45 \A1;.15 \A1;.50 \A1;.90 \A1;.15 \A1;.15 \A1;1.80 \A1;.90 \A1;.20 \A1;.20 \A1;.55 \A1;2.00 \A1;1.05 \A1;2.55 \A1;.15 \A1;2.17 \A1;.60 \A1;2.45 \A1;1.25 \A1;1.25 \A1;.60 \A1;1.10 \A1;.15 \A1;2.17 \A1;3.075 \A1;.12 \A1;.12 \A1;2.71 \A1;2.94 \A1;3.88 \A1;4.05 \A1;2.50 \A1;1.80 \A1;.20 \A1;.13 \A1;.20 \A1;.47 \A1;.20 \A1;1.21 \A1;1.21 \A1;2.70 \A1;.20 \A1;.60 \A1;.40 \A1;.40 \A1;.60 \A1;5.87 \A1;.12 \A1;.13 \A1;.40 \A1;.47 \A1;.47 \A1;.50 \A1;.10 \A1;.15 \A1;.12 \A1;.12 \A1;.40 \A1;2.70 \A1;2.58 \A1;2.58 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;3.06 \A1;2.94 \A1;.99 \A1;.97 \A1;.60 \A1;.90 \A1;.90 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.70 \A1;d CAMPANA \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;20 ESTRIBOS#4 C/0.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;35 ESTRIBOS#4 C/0.30 \A1;d CAMPANA \A1;0.70 \A1;0.30 \A1;0.10 \A1;0.10 \A1;25#4 C/0.075 \A1;1.10 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.13 \A1;.47 \A1;2.70 \A1;2.70 \A1;3.06 \A1;2.70 \A1;3.075 \A1;2.55 \A1;3.075 \A1;2.70 \A1;3.06 \A1;1.10 \A1;.12 \A1;2.94 \A1;.12 \A1;2.58 \A1;.12 \A1;2.54 \A1;.20 \A1;2.40 \A1;1.05 \A1;2.01 \A1;.19 \A1;.35 \A1;2.19 \A1;.12 \A1;2.58 \A1;.12 \A1;2.94 \A1;.12 \A1;2.90 \A1;.15 \A1;.50 \A1;.50 \A1;.20 \A1;.20 \A1;2.72 \A1;2.70 \A1;2.70 \A1;3.07 \A1;2.45 \A1;.20 \A1;3.06 \A1;2.70 \A1;2.70 \A1;3.17 \A1;.50 \A1;1.95 \A1;.50 \A1;2.45 \A1;1.10 \A1;.80 \A1;1.95 \A1;1.30 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;1.50 \A1;Variable \A1;54#4 C/0.075 LCONF. MIN=4m* \A1;2.70 \A1;2.58 \A1;2.58 \A1;2.20 \A1;.60 \A1;5.90 \A1;1.80 \A1;1.95 \A1;1.80 \A1;1.80 \A1;3.75 \A1;1.95 \A1;5.88 \A1;1.00 \A1;5.20 \A1;5.275 \A1;.30 \A1;.30 \A1;.47 \A1;.13 \A1;.15 \A1;.60 \A1;.60 \A1;1.10 \A1;3.30 \A1;3.30 \A1;.60 \A1;.15 \A1;.90 \A1;2.00 \A1;.40 \A1;.20 \A1;.30 \A1;.20 \A1;.40 \A1;.55 \A1;.50 \A1;.40 \A1;2.55 \A1;.90 \A1;2.15 \A1;2.19 \A1;.20 \A1;1.50 \A1;.70 \A1;5.30 \A1;.90 \A1;.15 \A1;.90 \A1;.40 \A1;3.06 \A1;2.80 \A1;2.94 \A1;10.40 \A1;5.88 \A1;8.40 \A1;5.20 \A1;5.275 \A1;.15 \A1;.24 \A1;.36 \A1;1.95 \A1;.47 \A1;.12 \A1;1.00 \A1;.12 \A1;3.075 \A1;2.90 \A1;2.57 \A1;.15 \A1;1.85 \A1;2.55 \A1;.60 \A1;1.50 \A1;1.50 \A1;.15 \A1;1.80 \A1;.40 \A1;2.25 \A1;.30 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.55 \A1;1.80 \A1;2.19 \A1;2.40 \A1;.50 \A1;.60 \A1;2.70 \A1;.12 \A1;.60 \A1;2.70 \A1;2.58 \A1;.30 \A1;.12 \A1;.40 \A1;.40 \A1;2.45 \A1;2.20 \A1;.40 \A1;.30 \A1;2.44 \A1;.20 \A1;2.30 \A1;2.45 \A1;3.30 \A1;.40 \A1;1.60 \A1;2.95 \A1;1.45 \A1;.15 \A1;.50 \A1;.90 \A1;.15 \A1;.15 \A1;1.80 \A1;.90 \A1;.20 \A1;.20 \A1;.55 \A1;2.00 \A1;1.05 \A1;2.55 \A1;.15 \A1;2.17 \A1;.60 \A1;2.45 \A1;1.25 \A1;.36 \A1;1.25 \A1;.60 \A1;1.10 \A1;.15 \A1;2.17 \A1;3.075 \A1;.12 \A1;.12 \A1;2.71 \A1;2.94 \A1;.20 \A1;.60 \A1;.40 \A1;.40 \A1;.60 \A1;5.87 \A1;.12 \A1;.13 \A1;.40 \A1;.47 \A1;.47 \A1;.50 \A1;.10 \A1;.15 \A1;.12 \A1;.12 \A1;.40 \A1;2.70 \A1;2.58 \A1;2.58 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;3.06 \A1;2.94 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.13 \A1;.47 \A1;2.94 \A1;2.71 \A1;2.00 \A1;5.90 \A1;2.19 \A1;.55 \A1;.40 \A1;5.88 \A1;1.95 \A1;3.75 \A1;1.80 \A1;1.80 \A1;1.95 \A1;1.80 \A1;3.30 \A1;3.30 \A1;5.275 \A1;5.20 \A1;1.00 \A1;.30 \A1;.30 \A1;.60 \A1;.15 \A1;.13 \A1;.47 \A1;.90 \A1;.90 \A1;.60 \A1;.40 \A1;2.00 \A1;.15 \A1;2.15 \A1;5.30 \A1;1.50 \A1;.20 \A1;1.10 \A1;.60 \A1;.40 \A1;.90 \A1;.15 \A1;2.55 \A1;.40 \A1;.70 \A1;.20 \A1;.47 \A1;.13 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;.30 \A1;.90 \A1;.40 \A1;2.30 \A1;2.44 \A1;2.19 \A1;8.40 \A1;10.40 \A1;2.40 \A1;2.25 \A1;5.275 \A1;5.20 \A1;5.88 \A1;1.95 \A1;.36 \A1;.24 \A1;.15 \A1;.47 \A1;1.80 \A1;.40 \A1;.15 \A1;2.94 \A1;2.80 \A1;.12 \A1;.12 \A1;1.00 \A1;.30 \A1;2.45 \A1;2.45 \A1;2.20 \A1;2.58 \A1;.40 \A1;.40 \A1;.12 \A1;1.50 \A1;.60 \A1;.12 \A1;1.50 \A1;.60 \A1;.30 \A1;2.95 \A1;1.60 \A1;2.55 \A1;.90 \A1;1.80 \A1;.15 \A1;.15 \A1;1.80 \A1;.15 \A1;1.85 \A1;.15 \A1;.40 \A1;.20 \A1;.20 \A1;.60 \A1;.50 \A1;.55 \A1;.40 \A1;.20 \A1;.20 \A1;.30 \A1;1.45 \A1;.50 \A1;.15 \A1;1.05 \A1;.90 \A1;2.17 \A1;1.10 \A1;.60 \A1;1.25 \A1;3.30 \A1;2.57 \A1;2.90 \A1;.20 \A1;.40 \A1;.15 \A1;2.45 \A1;.15 \A1;1.25 \A1;.60 \A1;2.17 \A1;.36 \A1;.40 \A1;.60 \A1;.20 \A1;.50 \A1;2.94 \A1;.15 \A1;5.87 \A1;.12 \A1;2.20 \A1;.55 \A1;.20 \A1;.20 \A1;.60 \A1;.12 \A1;.40 \A1;.40 \A1;.47 \A1;.13 \A1;.47 \A1;2.58 \A1;2.58 \A1;.12 \A1;.12 \A1;2.58 \A1;2.58 \A1;.12 \A1;.40 \A1;.12 \A1;.60 \A1;.12 \A1;.12 \A1;.40 \A1;.10 \A1;.12 \A1;.12 \A1;3.075 \A1;2.70 \A1;3.06 \A1;2.70 \A1;2.55 \A1;3.075 \A1;3.06 \A1;2.70 \A1;2.70 4 3 2 1 20 17 84 16 13 32 41 42 33 30 35 44 37 46 40 49 65 85 62 61 58 74 75 76 77 V-CIM (0.60x1.10) V-CIM (0.40x1.10) V-CIM (0.60x1.10) V-CIM (0.60x1.10) PANTALLA PANTALLA PANTALLA PANTALLA PANTALLA PANTALLA 5 5 5 5 5 5 5 5 5 5 5 5 5 PANTALLA PANTALLA PANTALLA PANTALLA V-CIM (0.60x1.10) V-CIM (0.60x1.10) VCIM-MC (0.40x0.50) ESC. 1:50 SECCION 2-2 4 3 2 1 20 17 84 16 13 32 41 42 33 30 35 44 37 46 40 49 65 85 62 61 58 74 75 76 77 (N+58.54) ESC. 1:50 5 5 5 5 5 V-CIM-MC (0.40x0.50) V-CIM-MC (0.40x0.50) PLANTA CIMIENTO FOSO 5 5 5 5 VCIM-MC (0.40x0.50) 3 4 5 2 6 1 7 E 1.00 1.20 2.00 5 MACHON 0.40x0.40 MACHON 0.40x0.40 5 MACHON 0.60x0.60 5 5 MACHON 0.60x0.60 5 5 5 1.00 1.20 2.30 5 5 MACHON .40x.40 MACHON 0.40x0.40 5 MACHON 0.40x0.40 5 MACHON 1.50x0.40 V-CIM(0.40x0.50) 4 V-CIM(0.40x0.50) V-CIM(0.40x0.50) V-CIM(0.40x0.50) <> <> V-CIM(0.40x0.50) V-CIM(0.40x0.50) 2.10 1.00 1.20 d CAMPANA : d EXC. : d FUSTE : AGOSTO/2003 ROCIO CORZO -MEDELLIN- MONTECARLO DE LA FRONTERA MARVAL S.A CONSTRUCTORA BOLIVAR S.A 15 1:50 SECCIONES PLANTA CIMENTACION TANQUE PLANTA DE CIMENTACION 1 CIM.DWG 5 PANTALLA 5 V-CIM(0.60x1.10) 5 5 JUNTA DE DILATACION e=0.025m A V-CIM(0.60x1.10) 5 5 MURO DE CONTENCION e=0.20 V-CIM(0.60x1.10) 5 MURO DE CONTENCION e=0.20 V-CIM(0.60x1.10) 5 5 ESC. 1:50 SECCION 4-4 5 N+ 5 ESC. 1:50 PANTALLA B +1558.5 5 PANTALLA C VIGAS INTEGRALES EN PLACA PANTALLAS ESTRUCTURALES V.B. o V. BORDE = VIGA DE BORDE VML-# = VIGA MURO LOSA TIPO # CONVENCIONES VIGAS DESCOLGADAS TIPOLOGIA DE MALLAS 5 5 MACHON 0.60x0.60 V-CIM-MC (0.60x0.50) 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) 5 5 5 5 MURO DE CONTENCION e=0.20m MACHON 0.40x0.40 5 5 V-COR-MC 5 1.00 1.20 2.80 1.00 1.20 2.10 5 5 5 1.00 1.20 2.30 5 5 5 V-CIM(0.60x1.10) 5 1.00 1.20 2.10 5 5 JUNTA DE DILATACION e=0.025m 5.275 5 5 5 5 MURO DE CONTENCION e=0.20 5 5 1 V-CIM(0.60x1.10) 5 5 PANTALLA +1558.5 2 SECCION 3-3 5 ESC. 1:50 5 5 5 V-CIM(0.60x1.10) V-CIM(0.40x1.10) PANTALLA 5 4 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 3 5 5 PANTALLA 6 5 5 <> 5 5 7 VANO ESPECIAL TIPO 2 V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.60x1.10) 5 5 7 6 PANTALLA 5 <> 5 5 5 <> <> 5 5 3 A 1 2 5 V-CIM(0.60x1.10) MACHON 0.40x0.40 5 1.00 1.20 2.10 5 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 1 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 5 5 5 5 5 5 5 5 5 5 VANO ESPECIAL TIPO 2 5 V-CIM(0.40x1.10) 1.00 1.20 2.10 MURO DE CONTENCION e=0.20m 5 ESC. 1:50 (N+59.84) PLANTA CIMENTACION 5 MACHON 0.60x0.60 5 5 5 V-CIM-MC (0.40x0.50) MACHON 0.60x0.60 1.00 1.20 2.10 VANO ESPECIAL TIPO 2 1.00 1.20 2.30 5 5 1.00 1.20 2.10 5 1.00 1.20 2.40 V-CIM(0.40x1.10) 5 5 5 A V-CIM(0.60x1.10) 5 <> 5 5 5 4 5 3 5 5 1 2 5 5 G F E D C B <> 5 V-CIM(0.60x1.10) 1.00 1.20 2.10 5 5 5 1.00 1.20 2.00 1.00 1.20 2.10 5 5 5 V-CIM(0.40x1.10) 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 5 V-CIM(0.60x1.10) 5 5 5 5 1.00 1.20 2.80 V-COR 5 5 5 5 V-CIM(0.40x1.10) 1.00 1.20 2.30 V-COR 5 5 5 5 5 5 5 5 1.00 1.20 2.60 5 V-CIM(0.60x1.10) 5 VANO ESPECIAL TIPO 1 5 5 5 5 5 5 V-CIM 5 5 5 5 5 VANO ESPECIAL TIPO 2 5 1.00 1.20 2.10 V-CIM(0.40x1.10) 5 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 5 5 5 MACHON .40x.40 MACHON 0.60x0.60 MACHON 0.40x0.40 5 V-COR-MC 5 5 MACHON 1.50x0.40 5 MACHON 0.40x0.40 5 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 3 5 V-CIM(0.40x1.10) 1.00 1.20 2.20 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 V-CIM(0.60x1.10) 5 5 5 1.00 1.20 2.10 5 5 5 5 5 5 5 5 5 5 5 5 B C 1.00 1.20 2.10 V-CIM-MC (0.60x0.50) MACHON 0.60x0.60 5 5 MACHON 0.60x0.60 5 MURO DE CONTENCION e=0.20m MACHON 0.60x0.60 MACHON 0.60x0.40 J I H V-CIM(0.60x1.10) VANO ESPECIAL TIPO 2 d CAMPANA : d EXC. : d FUSTE : 5 5 V-CIM(0.60x1.10) V-CIM(0.40x1.10) 5 1.00 1.20 2.80 5 5 5 2.80 1.20 1.00 d FUSTE : d EXC. : d CAMPANA : 5 5 5 5 5 5 5 5 V-CIM(0.60x1.10) 1.00 1.20 2.30 1.00 1.20 2.30 V-CIM(0.40x1.10) 5 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) 5 5 VANO ESPECIAL TIPO 1 VANO ESPECIAL TIPO 2 5 5 5 5 1.00 1.20 2.10 5 1.00 1.20 2.30 V-CIM-MC (0.40x0.50) PROYECCION TANQUE 5 5 5 5 5 PLANTA CIMENTACION TANQUE V-CIM(0.40x1.10) PANTALLA PANTALLA PANTALLA V-CIM (0.60x1.10) V-CIM(0.60x1.10) ESFUERZO ADMISIBLE= 70 Ton/m (En el estrato denominado ING. GEOTECNISTA: FRANK DE GREIFF R. NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCION -MALLA ELECTROSOLDADA Flujo de escombros) 2 del N+12.25 (piso 6) HACIA ARRIBA: f'c=21 MPa (210 K/cm ) ENTRE N+0.00 Y N+12.25 (piso 6): f'c=28 MPa (280 K/cm ) -PLACAS: -VARILLAS TODOS LOS DIAMETROS: ESPECIFICACIONES: ACERO DE REFUERZO 2 MATERIALES: CONCRETO: -PILAS (Campanas y Fuste): -VIGAS DE CIMENTACION: -TANQUES Y MUROS DE CONTENCION: f'c=21 MPa (210 K/cm ) f'c=28 MPa (280 K/cm ) f'c=21 MPa (210 K/cm ) Impermeabilizado Integralmente. f'c=21 MPa (210 K/cm ) -PANTALLAS: 2 2 2 2 2 Ø>1/4" fy=420 MPa (4200 K/cm ) 2 fy=420 MPa (4200 K/cm ) 2 ESTUDIO DE SUELOS: NORMA: SISMO-RESISTENTE N.S.R-98 (LEY 400/97) DECRETO 33/98 AGOSTO/2003 ROCIO CORZO -MEDELLIN- MONTECARLO DE LA FRONTERA MARVAL S.A CONSTRUCTORA BOLIVAR S.A 15 50 ESCALERAS DETALLES DE CIMENTACION 2 CIM.DWG SISMO-RESISTENTE N.S.R-98 (LEY 400/97) DECRETO 33/98 fy=420 MPa (4200 K/cm ) Ø>1/4" fy=420 MPa (4200 K/cm ) f'c=21 MPa (210 K/cm ) f'c=21 MPa (210 K/cm ) Impermeabilizado Integralmente. f'c=28 MPa (280 K/cm ) f'c=21 MPa (210 K/cm ) -TANQUES Y MUROS DE CONTENCION: -VIGAS DE CIMENTACION: -PILAS (Campanas y Fuste): -VARILLAS TODOS LOS DIAMETROS: ENTRE N+0.00 Y N+12.25 (piso 6): f'c=28 MPa (280 K/cm ) del N+12.25 (piso 6) HACIA ARRIBA: f'c=21 MPa (210 K/cm ) -MALLA ELECTROSOLDADA NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCION ING. GEOTECNISTA: FRANK DE GREIFF R. ESFUERZO ADMISIBLE= 70 Ton/m (En el estrato denominado NORMA: ESTUDIO DE SUELOS: ACERO DE REFUERZO -PANTALLAS: -PLACAS: CONCRETO: MATERIALES: ESPECIFICACIONES: 2 Flujo de escombros) 2 2 2 2 2 2 2 2 TRASLAPO=1.00m 0.10 0.10 2 2 ANILLO DE PROTECCION EXCAVACION 1#5 c/0.25 c/Sentido L=Var. 0.30 0.70 d CAMPANA 5 LLENOS ANTRÓPICOS FLUJOS DE LODOS FLUJO DE ESCOMBROS FLUJO DE LODOS 8#6 L=6.00m 0.30 8#6 L=8.00m 0.30 5 5 16#6 CONTINUOS 16#8 L=6.00 (SOLO ARRIBA) 8#6 L=8.00m 25 SECCION 2-2 25E#4 C/0.075 (SUPERIOR) 20E#4 C/0.10 (INTERMEDIO) E#4 C/0.30 (INFERIOR) 0.40 16#8 L=6.00m (1-A, 1-C, 3-A y 3-C) 5 COLUMNA (1.00x1.00) VIGA DE CIMENTACION (0.60x1.10) N±0.00 50 REFUERZO PILAS SECTOR TANQUES 8#6 L=6.00m 0.30 0.30 20 ESTRIBOS#4 C/0.30 MACHON DE CONCRETO TIPO 3 (0.40x0.40) 12.5 MACHON DE CONCRETO TIPO 2 (0.60x0.60) 12.5 12.5 TIPO 1 (0.40x0.60) MACHON DE CONCRETO PARA GARANTIZAR EL ESFUERZO ADMISIBLE. FLUJO DE ESCOMBROS LA PROFUNDIDAD NECESARIA SE DEBE PENETRAR EN EL ESTRATO DENOMINADO NOTA: LODOS FLUJO DE ESCOMBROS FLUJO DE DE LODOS FLUJOS ANTRÓPICOS LLENOS REFUERZO TIPICO EN VIGAS DE CIMENTACION (EJES LITERALES) 4 #8 2 6 4 #8 TABLA DE REFUERZOS EN VANOS ESPECIALES CANTIDAD 4 #8 1 DIAMETRO TIPO SECCION 0.40 x 1.10 0.60 x 1.10 0.60 x 1.10 5 5 5 35 ESTRIBOS#4 C/0.30 d CAMPANA 0.70 0.30 0.30 0.30 8#6 L=6.00m 8#6 L=8.00m DE CIMENTACION DESPIECE PILA TIPICA 50 N±0.00 0.30 8#6 L=8.00m c/Sentido L=Var. 1#5 c/0.25 EXCAVACION ANILLO DE PROTECCION (0.60x1.10) VIGA DE CIMENTACION (Ø 1.00m) PILA 1 1 0.10 0.10 25#4 C/0.075 0.30 8#6 L=6.00m 5 5 V-CIM-MC (0.40x0.50) (0.60x0.50) V-CIM-MC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-CIM (0.60x1.10) 5 5 V-CIM(0.60x1.10) V-CIM (0.60x1.10) 5 5 V-CIM(0.60x1.10) V-CIM (0.40x1.10) 5 V-CIM(0.60x1.10) 5 LOSA DE ANTEPISO e=0.10m V-CIM(0.60x1.10) V-CIM (0.40x1.10) V-CIM (0.60x1.10) 5 VCIM-MC (0.40x0.50) 5 5 MACHON 0.60x0.60 5 5 ESC. 1:50 SECCION 1-1 5 V-CIM (0.40x1.10) 5 V-CIM (0.60x1.10) V-CIM (0.40x1.10) 5 VCIM-MC (0.40x0.50) 5 5 MACHON 0.60x0.60 VCOR-MC (0.40x0.50) 5 PANTALLA V-COR-MC (0.40x0.50) <> 5 5 5 C 5 5 5 A 5 5 5 B 5 <> 5 D 5 V-COR-MC (0.40x0.50) 5 5 E F 5 PANTALLA V-COR-MC (0.40x0.50) 5 5 5 5 5 5 V-COR-MC (0.40x0.50) G 5 PANTALLA V-COR-MC (0.40x0.50) 5 5 5 H I 5 J 5 MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m VCIM-MC (0.40x0.50) 5 5 5 5 MACHON 0.60x0.60 VCIM-MC (0.60x0.50) VCIM-MC (0.60x0.50) VCIM-MC (0.40x0.50) MACHON 1.50x0.40 5 5 TIPO 3 (0.40x0.40) MACHON DE CONCRETO 12.5 *NOTA: LA LONGITUD CONFINADA MINIMA ES DE 4.00m EN CUALQUIER CASO EL CONFINAMIENTO DEBE EXTENDERSE 1.50m POR DEBAJO DE LA COTA LIBRE DE TERRENO. 5 Variable 54#4 C/0.075 LCONF. MIN=4m* 1.00 1.20 2.10 1.00 1.20 2.60 1.00 1.20 2.10 1.00 1.20 2.60 1.00 1.20 2.10 1.00 1.20 2.10 2 1 3 4 5 VANO ESPECIAL TIPO 2 7 6 5 5 V-CIM(0.60x1.10) 5 1.00 1.20 2.20 V-CIM(0.40x1.10) VANO ESPECIAL TIPO 3 V-CIM(0.60x1.10) 1.00 1.20 2.10 1.00 1.20 2.10 MURO DE CONTENCION e=0.20m 5 V-CIM-MC (0.60x0.50) 5 5 5 5 1.00 1.20 2.30 5 5 5 1.00 1.20 2.10 1.00 1.20 2.80 5 V-COR-MC 5 5 MACHON 0.40x0.40 VANO ESPECIAL TIPO 2 1.00 1.20 2.60 5 5 <> 5 1.00 1.20 2.10 V-CIM(0.60x1.10) 5 5 5 V-CIM(0.40x1.10) 5 V-CIM(0.60x1.10) 5 5 5 5 V-CIM(0.60x1.10) 5 5 VANO ESPECIAL TIPO 1 5 V-CIM(0.60x1.10) 5 5 5 V-CIM-MC (0.40x0.50) 5 MURO DE CONTENCION e=0.20m 1.00 1.20 2.10 5 5 1.00 1.20 2.10 V-CIM(0.60x1.10) 5 5 PLANTA CIMENTACION (N+59.84) ESC. 1:50 5 5 5 V-CIM(0.40x1.10) 5 5 5 5 V-CIM(0.60x1.10) 5 5 5 5 5 5 5 MACHON 0.60x0.60 MACHON 0.40x0.40 MACHON 0.60x0.60 5 5 V-CIM-MC (0.60x0.50) (0.40x0.50) V-CIM-MC VANO ESPECIAL TIPO 2 5 5 1.00 1.20 2.30 V-CIM(0.40x1.10) 5 1.00 1.20 2.80 5 5 5 5 <> 5 5 5 5 5 1.00 1.20 2.40 V-CIM(0.40x1.10) 5 5 1.00 1.20 2.30 5 5 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) V-CIM(0.40x1.10) 5 5 5 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 2 5 PROYECCION TANQUE 5 5 5 5 5 5 5 VANO ESPECIAL TIPO 1 5 5 5 5 V-CIM(0.60x1.10) 5 5 5 5 5 5 1.00 1.20 2.10 5 5 5 V-COR-MC 5 5 V-COR 1.00 1.20 2.00 5 V-COR MACHON 1.50x0.40 5 5 5 V-CIM(0.60x1.10) 5 5 5 5 5 5 5 5 5 MACHON 0.40x0.40 5 5 5 MACHON 0.40x0.40 5 5 MACHON 0.60x0.60 MACHON .40x.40 5 5 5 5 5 5 5 5 5 V-CIM(0.40x1.10) 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.60x1.10) 5 MACHON 0.60x0.60 MACHON 0.60x0.60 5 1.00 1.20 2.10 1.00 1.20 2.60 5 V-CIM-MC (0.40x0.50) V-CIM-MC (0.60x0.50) 5 MACHON 0.60x0.60 MACHON 0.60x0.40 MURO DE CONTENCION e=0.20m MACHON 0.60x0.60 5 5 5 5 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) V-CIM(0.40x1.10) d CAMPANA : d EXC. : d FUSTE : 1.00 1.20 2.80 5 5 5 5 5 5 V-CIM(0.40x1.10) 5 1.00 1.20 2.80 5 1.00 1.20 2.30 V-CIM(0.60x1.10) 5 5 1.00 1.20 2.30 5 5 5 5 5 5 VANO ESPECIAL TIPO 2 5 5 5 5 5 V-CIM(0.60x1.10) 5 5 VANO ESPECIAL TIPO 1 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 2.30 1.20 1.00 d FUSTE : d EXC. : d CAMPANA : 5 VANO ESPECIAL TIPO 2 5 <> 5 5 A 5 B C 5 E <> D F 5 5 5 G H I J 6 7 VANO ESPECIAL TIPO 2 5 4 3 1 2 5 5 5 5 5 5 5 <> V-CIM-MC (0.60x0.50) 5 MURO DE CONTENCION e=0.20m 1.00 1.20 2.10 1.00 1.20 2.10 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 3 V-CIM(0.40x1.10) 1.00 1.20 2.20 5 5 5 V-CIM-MC 5 5 5 5 5 <> 1.00 1.20 2.60 VANO ESPECIAL TIPO 2 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 1.00 1.20 2.10 V-CIM(0.60x1.10) 5 5 5 5 VANO ESPECIAL TIPO 1 5 5 V-CIM(0.60x1.10) 5 ESC. 1:50 (N+59.84) PLANTA CIMENTACION 5 5 V-CIM-MC (0.40x0.50) V-CIM(0.60x1.10) 1.00 1.20 2.10 5 5 5 5 5 5 V-CIM(0.40x1.10) MACHON 0.60x0.60 MURO DE CONTENCION e=0.20m 1.00 1.20 2.10 (0.40x0.50) MACHON 0.60x0.60 5 5 1.00 1.20 2.80 5 V-CIM(0.40x1.10) 1.00 1.20 2.30 5 5 VANO ESPECIAL TIPO 2 1.00 1.20 2.80 5 5 5 5 5 5 5 5 1.00 1.20 2.30 5 5 5 5 5 V-CIM(0.40x1.10) 1.00 1.20 2.40 5 V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 1.00 1.20 2.30 5 5 5 PROYECCION TANQUE VANO ESPECIAL TIPO 2 5 5 V-CIM(0.60x1.10) 5 5 V-CIM(0.60x1.10) 5 5 5 5 5 VANO ESPECIAL TIPO 1 5 5 5 5 5 5 5 5 5 5 5 V-COR-MC 5 5 5 5 V-COR-MC V-COR 5 V-CIM(0.60x1.10) 5 5 5 5 5 5 5 5 5 MACHON 0.40x0.40 1.00 1.20 2.10 5 5 V-COR 5 5 MACHON 1.50x0.40 1.00 1.20 2.00 5 5 (0.60x0.50) V-CIM-MC 5 MACHON 0.40x0.40 5 5 MACHON 0.60x0.60 MACHON 0.40x0.40 5 5 5 5 5 V-CIM(0.60x1.10) V-CIM(0.40x1.10) 1.00 1.20 2.10 5 V-CIM(0.60x1.10) 5 5 5 5 5 5 MACHON 0.40x0.40 5 5 5 5 5 V-CIM(0.60x1.10) 5 5 5 MACHON .40x.40 5 5 5 MURO DE CONTENCION e=0.20m MACHON 0.60x0.60 5 1.00 1.20 2.60 V-CIM-MC (0.40x0.50) 1.00 1.20 2.10 MACHON 0.60x0.40 5 5 5 5 5 5 5 5 d FUSTE : d EXC. : d CAMPANA : 5 MACHON 0.60x0.60 5 1.00 1.20 2.30 1.00 5 V-CIM-MC (0.60x0.50) 5 MACHON 0.60x0.60 V-CIM(0.40x1.10) 5 2.80 1.20 5 5 1.00 1.20 2.80 5 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 VANO ESPECIAL TIPO 2 5 5 5 5 5 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 1.00 1.20 2.30 VANO ESPECIAL TIPO 1 5 5 MACHON 0.60x0.60 d CAMPANA : d EXC. : d FUSTE : 1.00 1.20 2.30 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 2 5 5 <> V-CIM(0.60x1.10) 1.00 1.20 2.10 5 5 V-CIM(0.60x1.10) 5 1.00 1.20 2.10 A 5 1.00 1.20 2.60 5 B C E 5 <> V-CIM(0.60x1.10) 1.00 1.20 2.10 D 5 F 5 5 1.00 1.20 2.60 5 V-CIM(0.60x1.10) G H V-CIM(0.60x1.10) 1.00 1.20 2.10 I J (0.60x1.10) z e \A1;.60 \A1;.50 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.60 \A1;.30 \A1;0.60 \A1;3.25 \A1;2.25 \A1;0.50 \A1;0.50 \A1;0.60 \A1;1.00 \A1;0.50 \A1;1.00 \A1;.50 \A1;0.40 \A1;3.25 \A1;2.25 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.50 \A1;0.60 \A1;0.50 4 3 2 1 20 17 84 16 13 32 41 42 33 30 35 44 37 46 40 49 65 85 62 61 58 74 75 76 77 V-CIM (0.60x1.10) V-CIM (0.40x1.10) V-CIM (0.60x1.10) V-CIM (0.60x1.10) PANTALLA PANTALLA PANTALLA PANTALLA PANTALLA PANTALLA 5 5 5 5 5 5 5 5 5 5 5 5 5 PANTALLA PANTALLA PANTALLA PANTALLA V-CIM (0.60x1.10) V-CIM (0.60x1.10) VCIM-MC (0.40x0.50) ESC. 1:50 SECCION 2-2 4 3 2 1 20 17 84 16 13 32 41 42 33 30 35 44 37 46 40 49 65 85 62 61 58 74 75 76 77 (N+58.54) ESC. 1:50 5 5 5 5 5 V-CIM-MC (0.40x0.50) V-CIM-MC (0.40x0.50) PLANTA CIMIENTO FOSO 5 5 5 5 VCIM-MC (0.40x0.50) 3 4 5 2 6 1 7 E 1.00 1.20 2.00 5 MACHON 0.40x0.40 MACHON 0.40x0.40 5 MACHON 0.60x0.60 5 5 MACHON 0.60x0.60 5 5 5 1.00 1.20 2.30 5 5 MACHON .40x.40 MACHON 0.40x0.40 5 MACHON 0.40x0.40 5 MACHON 1.50x0.40 V-CIM(0.40x0.50) 4 V-CIM(0.40x0.50) V-CIM(0.40x0.50) V-CIM(0.40x0.50) <> <> V-CIM(0.40x0.50) V-CIM(0.40x0.50) 2.10 1.00 1.20 d CAMPANA : d EXC. : d FUSTE : 5 PANTALLA 5 V-CIM(0.60x1.10) 5 5 JUNTA DE DILATACION e=0.025m A V-CIM(0.60x1.10) 5 5 MURO DE CONTENCION e=0.20 V-CIM(0.60x1.10) 5 MURO DE CONTENCION e=0.20 V-CIM(0.60x1.10) 5 5 ESC. 1:50 SECCION 4-4 5 N+ 5 ESC. 1:50 PANTALLA B +1558.5 5 PANTALLA C VIGAS INTEGRALES EN PLACA PANTALLAS ESTRUCTURALES V.B. o V. BORDE = VIGA DE BORDE VML-# = VIGA MURO LOSA TIPO # CONVENCIONES VIGAS DESCOLGADAS TIPOLOGIA DE MALLAS 5 5 MACHON 0.60x0.60 V-CIM-MC (0.60x0.50) 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) 5 5 5 5 MURO DE CONTENCION e=0.20m MACHON 0.40x0.40 5 5 V-COR-MC 5 1.00 1.20 2.80 1.00 1.20 2.10 5 5 5 1.00 1.20 2.30 5 5 5 V-CIM(0.60x1.10) 5 1.00 1.20 2.10 5 5 JUNTA DE DILATACION e=0.025m 5.275 5 5 5 5 MURO DE CONTENCION e=0.20 5 5 1 V-CIM(0.60x1.10) 5 5 PANTALLA +1558.5 2 SECCION 3-3 5 ESC. 1:50 5 5 5 V-CIM(0.60x1.10) V-CIM(0.40x1.10) PANTALLA 5 4 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 3 5 5 PANTALLA 6 5 5 <> 5 5 7 VANO ESPECIAL TIPO 2 V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.60x1.10) 5 5 7 6 PANTALLA 5 <> 5 5 5 <> <> 5 5 3 A 1 2 5 V-CIM(0.60x1.10) MACHON 0.40x0.40 5 1.00 1.20 2.10 5 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 5 5 5 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 1 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 5 5 5 5 5 5 5 5 5 5 VANO ESPECIAL TIPO 2 5 V-CIM(0.40x1.10) 1.00 1.20 2.10 MURO DE CONTENCION e=0.20m 5 ESC. 1:50 (N+59.84) PLANTA CIMENTACION 5 MACHON 0.60x0.60 5 5 5 V-CIM-MC (0.40x0.50) MACHON 0.60x0.60 1.00 1.20 2.10 VANO ESPECIAL TIPO 2 1.00 1.20 2.30 5 5 1.00 1.20 2.10 5 1.00 1.20 2.40 V-CIM(0.40x1.10) 5 5 5 A V-CIM(0.60x1.10) 5 <> 5 5 5 4 5 3 5 5 1 2 5 5 G F E D C B <> 5 V-CIM(0.60x1.10) 1.00 1.20 2.10 5 5 5 1.00 1.20 2.00 1.00 1.20 2.10 5 5 5 V-CIM(0.40x1.10) 5 V-CIM(0.40x1.10) V-CIM(0.60x1.10) 5 5 5 5 V-CIM(0.60x1.10) 5 5 5 5 1.00 1.20 2.80 V-COR 5 5 5 5 V-CIM(0.40x1.10) 1.00 1.20 2.30 V-COR 5 5 5 5 5 5 5 5 1.00 1.20 2.60 5 V-CIM(0.60x1.10) 5 VANO ESPECIAL TIPO 1 5 5 5 5 5 5 V-CIM 5 5 5 5 5 VANO ESPECIAL TIPO 2 5 1.00 1.20 2.10 V-CIM(0.40x1.10) 5 5 V-CIM(0.60x1.10) V-CIM(0.60x1.10) 5 5 5 5 MACHON .40x.40 MACHON 0.60x0.60 MACHON 0.40x0.40 5 V-COR-MC 5 5 MACHON 1.50x0.40 5 MACHON 0.40x0.40 5 5 V-CIM(0.60x1.10) VANO ESPECIAL TIPO 3 5 V-CIM(0.40x1.10) 1.00 1.20 2.20 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 V-CIM(0.60x1.10) 5 5 5 1.00 1.20 2.10 5 5 5 5 5 5 5 5 5 5 5 5 B C 1.00 1.20 2.10 V-CIM-MC (0.60x0.50) MACHON 0.60x0.60 5 5 MACHON 0.60x0.60 MURO DE CONTENCION e=0.20m MACHON 0.60x0.60 MACHON 0.60x0.60 J I H V-COR-MC(0.60x50) d CAMPANA : d EXC. : d FUSTE : 5 5 V-CIM(0.60x1.10) V-CIM(0.40x1.10) 5 1.00 1.20 2.80 5 5 5 2.80 1.20 1.00 d FUSTE : d EXC. : d CAMPANA : 5 5 5 5 5 5 5 5 V-CIM(0.60x1.10) 1.00 1.20 2.30 1.00 1.20 2.30 V-CIM(0.40x1.10) 5 1.00 1.20 2.60 5 5 V-CIM(0.60x1.10) 5 5 VANO ESPECIAL TIPO 1 VANO ESPECIAL TIPO 2 5 5 5 5 1.00 1.20 2.10 5 1.00 1.20 2.30 V-COR-MC (0.60x0.50) PROYECCION TANQUE 5 5 5 5 5 PLANTA CIMENTACION TANQUE V-CIM(0.40x1.10) PANTALLA PANTALLA PANTALLA V-CIM (0.60x1.10) V-CIM(0.60x1.10) ESFUERZO ADMISIBLE= 70 Ton/m (En el estrato denominado ING. GEOTECNISTA: FRANK DE GREIFF R. NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCION -MALLA ELECTROSOLDADA Flujo de escombros) 2 del N+12.25 (piso 6) HACIA ARRIBA: f'c=21 MPa (210 K/cm ) ENTRE N+0.00 Y N+12.25 (piso 6): f'c=28 MPa (280 K/cm ) -PLACAS: -VARILLAS TODOS LOS DIAMETROS: ESPECIFICACIONES: ACERO DE REFUERZO 2 MATERIALES: CONCRETO: -PILAS (Campanas y Fuste): -VIGAS DE CIMENTACION: -TANQUES Y MUROS DE CONTENCION: f'c=21 MPa (210 K/cm ) f'c=28 MPa (280 K/cm ) f'c=21 MPa (210 K/cm ) Impermeabilizado Integralmente. f'c=21 MPa (210 K/cm ) -PANTALLAS: 2 2 2 2 2 Ø>1/4" fy=420 MPa (4200 K/cm ) 2 fy=420 MPa (4200 K/cm ) 2 ESTUDIO DE SUELOS: NORMA: SISMO-RESISTENTE N.S.R-98 (LEY 400/97) DECRETO 33/98 SISMO-RESISTENTE N.S.R-98 (LEY 400/97) DECRETO 33/98 fy=420 MPa (4200 K/cm ) Ø>1/4" fy=420 MPa (4200 K/cm ) f'c=21 MPa (210 K/cm ) f'c=21 MPa (210 K/cm ) Impermeabilizado Integralmente. f'c=28 MPa (280 K/cm ) f'c=21 MPa (210 K/cm ) -TANQUES Y MUROS DE CONTENCION: -VIGAS DE CIMENTACION: -PILAS (Campanas y Fuste): -VARILLAS TODOS LOS DIAMETROS: ENTRE N+0.00 Y N+12.25 (piso 6): f'c=28 MPa (280 K/cm ) del N+12.25 (piso 6) HACIA ARRIBA: f'c=21 MPa (210 K/cm ) -MALLA ELECTROSOLDADA NORMA COLOMBIANA DE DISEÑO Y CONSTRUCCION ING. GEOTECNISTA: FRANK DE GREIFF R. ESFUERZO ADMISIBLE= 70 Ton/m (En el estrato denominado NORMA: ESTUDIO DE SUELOS: ACERO DE REFUERZO -PANTALLAS: -PLACAS: CONCRETO: MATERIALES: ESPECIFICACIONES: 2 Flujo de escombros) 2 2 2 2 2 2 2 2 TRASLAPO=1.00m 0.10 0.10 2 2 ANILLO DE PROTECCION EXCAVACION 1#5 c/0.25 c/Sentido L=Var. 0.30 0.70 d CAMPANA 5 LLENOS ANTRÓPICOS FLUJOS DE LODOS FLUJO DE ESCOMBROS FLUJO DE LODOS 8#6 L=6.00m 0.30 8#6 L=8.00m 0.30 5 5 16#6 CONTINUOS 16#8 L=6.00 (SOLO ARRIBA) 8#6 L=8.00m 25 SECCION 2-2 25E#4 C/0.075 (SUPERIOR) 20E#4 C/0.10 (INTERMEDIO) E#4 C/0.30 (INFERIOR) 0.40 16#8 L=6.00m (1-A, 1-C, 3-A y 3-C) 5 COLUMNA (1.00x1.00) VIGA DE CIMENTACION (0.60x1.10) N±0.00 50 REFUERZO PILAS SECTOR TANQUES 8#6 L=6.00m 0.30 0.30 20 ESTRIBOS#4 C/0.30 MACHON DE CONCRETO TIPO 3 (0.40x0.40) 12.5 MACHON DE CONCRETO TIPO 2 (0.60x0.60) 12.5 12.5 TIPO 1 (0.40x0.60) MACHON DE CONCRETO PARA GARANTIZAR EL ESFUERZO ADMISIBLE. FLUJO DE ESCOMBROS LA PROFUNDIDAD NECESARIA SE DEBE PENETRAR EN EL ESTRATO DENOMINADO NOTA: LODOS FLUJO DE ESCOMBROS FLUJO DE DE LODOS FLUJOS ANTRÓPICOS LLENOS REFUERZO TIPICO EN VIGAS DE CIMENTACION (EJES LITERALES) 4 #8 2 6 4 #8 TABLA DE REFUERZOS EN VANOS ESPECIALES CANTIDAD 4 #8 1 DIAMETRO TIPO SECCION 0.40 x 1.10 0.60 x 1.10 0.60 x 1.10 5 5 5 35 ESTRIBOS#4 C/0.30 d CAMPANA 0.70 0.30 0.30 0.30 8#6 L=6.00m 8#6 L=8.00m DE CIMENTACION DESPIECE PILA TIPICA 50 N±0.00 0.30 8#6 L=8.00m c/Sentido L=Var. 1#5 c/0.25 EXCAVACION ANILLO DE PROTECCION (0.60x1.10) VIGA DE CIMENTACION (Ø 1.00m) PILA 1 1 0.10 0.10 25#4 C/0.075 0.30 8#6 L=6.00m 5 5 V-CIM-MC (0.40x0.50) (0.60x0.50) V-CIM-MC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-CIM (0.60x1.10) 5 5 V-CIM(0.60x1.10) V-CIM (0.60x1.10) 5 5 V-CIM(0.60x1.10) V-CIM (0.40x1.10) 5 V-CIM(0.60x1.10) 5 LOSA DE ANTEPISO e=0.10m V-CIM(0.60x1.10) V-CIM (0.40x1.10) V-CIM (0.60x1.10) 5 VCIM-MC (0.40x0.50) 5 5 MACHON 0.60x0.60 5 5 ESC. 1:50 SECCION 1-1 5 V-CIM (0.40x1.10) 5 V-CIM (0.60x1.10) V-CIM (0.40x1.10) 5 VCIM-MC (0.60x0.50) 5 5 MACHON 0.60x0.60 VCOR-MC (0.40x0.50) 5 PANTALLA V-COR-MC (0.40x0.50) <> 5 5 5 C 5 5 5 A 5 5 5 B 5 <> 5 D 5 V-COR-MC (0.40x0.50) 5 5 E F 5 PANTALLA V-COR-MC (0.40x0.50) 5 5 5 5 5 5 V-COR-MC (0.40x0.50) G 5 PANTALLA V-COR-MC (0.40x0.50) 5 5 5 H I 5 J 5 MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m MURO DE CONTENCIO e=0.20m VCIM-MC (0.40x0.50) 5 5 5 5 MACHON 0.60x0.60 VCIM-MC (0.60x0.50) VCIM-MC (0.60x0.50) VCIM-MC (0.40x0.50) MACHON 1.50x0.40 5 5 TIPO 3 (0.40x0.40) MACHON DE CONCRETO 12.5 *NOTA: LA LONGITUD CONFINADA MINIMA ES DE 4.00m EN CUALQUIER CASO EL CONFINAMIENTO DEBE EXTENDERSE 1.50m POR DEBAJO DE LA COTA LIBRE DE TERRENO. 5 Variable 54#4 C/0.075 LCONF. MIN=4m* (0.60x1.10) MURO DE CONTENCION e=0.30m 5 V-CIM-MC (0.60x0.50) MURO DE CONTENCION e=0.30m MACHON 0.60x0.60 MACHON 0.60x0.60 MURO DE CONTENCION e=0.30m 5 V-CIM-MC(0.60x50) 5 1.00 1.20 2.30 d CAMPANA : d EXC. : d FUSTE : J 5 5 5 5 5 MACHON 0.60x0.60 MACHON 0.60x0.60 MACHON 0.60x0.60 VCIM-MC (.60x.50) 5 5 5 1#3 C/.20 L=3.40m 3.10 0.15 0.15 1#3 C/0.20 CONTINUA 5 25 VCOR-MC (.40x.50) 5 5 5 5 5 5 VCIM-MC (.40x.50) 5 5 5 1#3 C/.20 L=3.40m 3.10 0.15 0.15 1#3 C/0.20 CONTINUA 5 SECCION 4-4 25 VCOR-MC (.40x.50) 5 SECCION 5-5 SECCION 6-6 25 1#3 C/0.20 CONTINUA 5 5 5 5 5

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Category	Construction Details & Systems
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Tags	autocad, base, construction, DETAIL, details, DWG, elevated, FOUNDATION, foundations, fundament, ladders, levels, structural, tank