Type Structure For Chanels In Watering Districts DWG Block for AutoCAD

Type Structure For Chanels In Watering Districts DWG Block for AutoCAD

Water tap of 2 slidings floodgates lateral and sub-lateral

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

Outer tube diameter, Outside the tube, Outside the tube, Sublateral sides, Take of two sliding gates, T.n., angle of, the structure, Axis of the channel, current, Of the structure, Driveline shaft, Road axis, Feeder channel axis, General structural plan, Deputy general manager, manager, Technical advisory, Deputy manager, Canal type structures in irrigation districts, D. F., managing Director, Approved, according:, Channel axis, Normal channel section, Reinforcement detail, Diam., Sold, Max., welding, cut, If in a section you join more than the, Half length steel, Of the overlap shall be increased by one, B.l., Min., Lip crown, With light rubber seal, Asphaltic joint of cm. of thickness, the, Lada, Slab of maneuvers, Floor of the, structure, the needles, Slots for, structure, Floor of the, Threshold elev., air duct, of thickness., Gate leaf, With thread, Notes:, Asphalt thickening will be added grouting., Of pre-cast maneuvers firmly seats in place will be placed on the props together, Coatings will be from except where indicated what the slab, Last, all the apparent edges with chamfers of the, Addresses in each structure can be put into service on the days of the, Depth cm of reinforcing with rods of every cm in two, Floor according to dentellones as indicated are considered with cm of, Join with butt weld instead of rods will be embedded in walls, Of the rods can be seen in this same rods should, With an elastic limit of overlaps folds, Vibration to the reinforcing steel must be corrugated, Use concrete so that the maximum slump is between, Dimensions in except where other is indicated in meters, quantity, unity, compacted fill, Excavations, structural steel, Asphaltic joint thickness cm, Light rubber seal, For prefabricated concrete, Reinforcing steel, For slab of maneuvers, Precast concrete, pipeline, Exit transition, Input transition, Concrete of, pipeline, Exit transition, Input transition, Reinforcing steel, B.l., channel, station, B.l., location, channel, station, Elev., Pipe floor, Thread with nut, Cm with, Anchor bolts, Sole of, angle of, Screw, Solera bra, Musical note from, Rubber seal type, Elev., Elev., Slab of maneuvers, Elev., Rubber stamp, Threaded coupling with, Ventilation tube, Elev., axis, of the, tube, of the, axis, Structure channel axis, Vars, Elev., Vars, both faces, addresses, in two, Vars, Vars In two directions, both faces, Vars, Gate frame, Vars, To anchor the slab, Vars from, Vars, Pipe floor elev., Elev., Floor of the structure, Of the gates, Shafts axes, Vars, Leaf of the, gate, Slider, Slab of maneuvers, Elev., Of the gates, Anchor detail of the frames, For needles, Slot detail, With thread with nut, Anchor bolts, Angles of, Sole of, With pinion crown, Up to, To the hydrostatic loads, Direct lift mechanism, B.l. Elev., N.a. Elev., Slider, gate, Leaf of the, Elev., threshold, Ras Elev., Vars, Pipe shaft, Packed fill to that of the proctor s.a.h.r., Elev., Central angle, support, Vars, Outer tube diameter, Elev., On each face, In two directions, Vars, Vars from, Posters of, Vert., Of esp. With seal, Asphaltic joint of cm., Elev., S.a.r.h., Of the proctor test, Packed filling at, With light rubber seal, Asphaltic joint thickness cm, Elev., air duct, Vars, Elev., Vars, Vars, Elev., Threshold elev., Needle groove, Vars, Ras Elev., N.a. Elev., B.l. Elev., Outer tube diameter, Axis of the structure, Vars, support, Central angle, Elev., detail, Road axis, Feeder channel axis, detail, Elev., Elev., Slab of maneuvers

Raw text data extracted from CAD file:

B10 m1H1 b1 m1H1 30 100 D D B L1-L4 L5 D D L6 L L1 m H L2 L3 100 20 30 20 H d H2 h e 30 30 D B 30 30 t t b L0 L1 L2 L e d h H2 L4 H' d' 100 100 D L3 Diametro exterior del tubo Diametro exterior del tubo 100 80 20 D D 100 H5 H1 0 100 20 H7 100 m1 H1 b 1/2 B12 B13 20 t D t 30 5 t 5.08 15 \A1;t \A1;t \A1;5 \A1;t \A1;30 \A1;5.08 \A1;t \A1;H7 \A1;100 \A1;20 \A1;B13 \A1;B12 \A1;b 1/2 \A1;m1 H1 \A1;t \A1;D \A1;100 \A1;D \A1;D \A1;100 \A1;20 \A1;80 \A1;0 \A1;H5 \A1;H1 \A1;100 \A1;20 \A1;B \A1;30 \A1;30 \A1;D \A1;30 \A1;t \A1;t \A1;H \A1;e \A1;30 \A1;H2 \A1;15 \A1;h \A1;d \A1;Diametro exterior del tubo \A1;L \A1;b \A1;L0 \A1;L1 \A1;L2 \A1;L3 \A1;100 \A1;H' \A1;d' \A1;100 \A1;D \A1;H2 \A1;h \A1;e \A1;d \A1;Diametro exterior del tubo \A1;L4 \A1;m H \A1; B \A1;L \A1;L3 \A1;L2 \A1;L1 \A1;B10 \A1;m1H1 \A1;b1 \A1;m1H1 \A1;100 \A1;20 \A1;20 \A1;30 \A1;30 \A1;D \A1;D \A1;D \A1;D \A1;L1-L4 \A1;L5 \A1;100 \A1;L6 LATERALES O SUBLATERALES TOMA DE DOS COMPUERTAS DESLIZANTES T.N. 1.5:1 1.5:1 C1 C 30 D 30 3"/5/16" Angulo de B1 55 55 B1/2-D-55 D+155 B1/2+100 2+D+255 D B3 50 50 0.5:1 0.5:1 D D t t 30 40 40 30 la estructura Eje del canal y de 20 m m 110 40 B2 CORRIENTE m m 1.5:1 1.5:1 1 1 1 1 1 s m m m m Elev.4 Elev.3 y de la estructura Eje del canal derivador Eje del camino Eje del canal alimentador m m m m m SEC-8 PLANO GENERAL Y ESTRUCTURAL SUBDIRECTOR GENERAL GERENTE CONSULTIVO TECNICO SUBGERENTE ESTRUCTURAS TIPO PARA CANALES DE LOS DISTRITOS DE RIEGO MEXICO, D. F. DIRECTOR GENERAL Aprobo: Conforme: 10 D E T A L L E "X" C O R T E C - C D E T A L L E "Y" 3 m 3 m kg kg b 30 30 H H mH b mH Eje del canal b+2mH m m d ec BL SECCION NORMAL DEL CANAL L5 5 5 5.08 5.08 2.54 2.54 7.62 2.54 5.08 2.54 7.62 r a/2 a 45%%127 b 5 DETALLE DEL REFUERZO e DIAM. a b e r 12C 8C 6C 5C AC 3C 35 15 12 9 7 5 76 46 27 19 16 14 sold. sold. sold. 55 40 26 19 8 6 5 4 3 0 a 0.2 0.3 a 0.6 0.3 max. 60%%127 0 a 0.2 SOLDADURA CORTE A-A A A Si en una seccion se empalma a mas de la mitad del acero de refuerzo, las longitudes del traslape se aumentaran en un 30%. 30 10 5 2.54 5.08 20 80 d b.l. 110+D 2 2 D 2 2 H3=100 Min. 110 55+R 55+R Corona del Bordo bl 30 t t 30 H5 100 90 30 L6 100 30 30 L5 20 b1 H 10 H4 D B2 b1 100 100 30 30 con sello tipo ligero de hule Junta asfaltica de 2 cm. de espesor L.O b lada Elev.2" Losa de maniobras preco- Piso de la estructura las agujas Ranuras para estructura Piso de la Umbral elev. 5 de 3"0 Tubo de ventilacion 30 30 t t t t 30 40 30 L1+60 30 30 30 30 B2 2 2 5/16" de espesor. Hoja de la compuerta 5 t con rosca 30 NOTAS: asfaltica de 2 de espesor y se agregara grouting. de maniobras precolada asiente firmente en su lugar se colocara en los apoyos junta recubrimientos seran de 5 cm., excepto donde se indica lo contrario.-Para que la losa ultimo colado.-Rematense todas las aristas aparentes con chaflanes de 2x2.-Todos los direcciones en cada cara.-La estrucutra se podra poner en servicio a los 28 dias del profundidad y 30 cm de espesor, reforzando con varillas de 3C a cada 15 cm en dos y piso segun corresponda.-Los dentellones como se indican se consideran con 100 cm de unirse con soldadura a tope en vez de traslaparse.-Las varillas se empotraran en muros de las varillas pueden verse en este mismo plano.-Las varillas 6C o mayores deberan - do duro, con un limite elastico de LE> 4000 kg/cm .-Los ganchos, traslapes y dobleces 6 y 8 cm, vibrado al colarse.-El acero de refuerzo debe ser redondo corrugado de gra- Usese concreto de f'c=250 kg/cm ,mezclado para que el revenimiento maximo este entre Acotaciones en centimetros, excepto donde se indique otra unidad.-Estaciones en metros 2 2 2 2 CANTIDAD UNIDAD C O N C E P T O L I S T A D E M A T E R I A L E S Relleno compactado (aproximados) Excavaciones (aproximadas) Acero estructural Junta asfaltica de 2 cm de espesor Sello de hule tipo ligero para concreto prefabricado Acero de refuerzo de LE > 4000 kg/cm para losa de maniobras Concreto prefabricado de f'c=250 kg/cm Tuberia Transicion de salida Transicion de entrada Concreto de f'c=250 kg/m Tuberia Transicion de salida Transicion de entrada Acero de refuerzo de LE > 4000 kg/cm 1 1 1 1 1 1 1 1 1 1 m m m m 2 m m/s m/s 3 H b.l. m S n d b V A Q m/m m/m D A T O S H I D R A U L I C O S CANAL ESTACION Q A V b d n S m b.l. H 3 m/s m/s m 2 m m m m 4" m 4' m 4 m 3" m 3' m 3 m 2" m m c h e m m m m m m m m m m m m m m m m m m m m LOCALIZACION E L E V A C I O N E S 1 1' 1" 2 2' L L 0 1 L 2 L 3 L 4 L B B 1 H 2 H 3 H 4 D t D I M E N S I O N E S C A R A C T E R I S T I C A S P R I N C I P A L E S D E L A E S T R U C T U R A CANAL ESTACION Elev. 2' Piso de la tuberia rosca a 20 con tuerca 5/8"x20 cm con 6 de Pernos de anclaje de Solera de 3/8"x2" 3"/5/16" Angulo de Tornillo de 1/4"0 x 1 1/4" de 1/4"x5/4" Sujetador de solera 1/2"x 3" nota musical de Sello de hule tipo Elev. 2 Piso, Elev. 2 m elev. 1" Losa de maniobras Elev. 1" 5.08 sello de hule Cople roscado y con t Tubo de ventilacion de 3"d Elev. 1" Elev. 3 Eje del tubo tubo del Eje Eje del canal y de la estructura H7 100 20 a 15 Vars. 1/2"d B13 B12 b 1/2 m1 H1 t Elev. 4 t D a 15 Vars. 1/2"d 100 D D 100 20 80 0 H5 H1 100 ambas caras direcciones y a 15 en dos Vars. 3/8"d Vars. 3/8"d a 15 en dos direcciones y ambas caras 20 m1 Vars. E Vars. D B 30 30 D 30 Marco de la compuerta Vars. C Vars. A Vars. C a 15 para anclar la losa Vars. de 1/2"d x 20 Vars. B Piso de tubos elev. 2' Elev. 2 Piso de la estructrua t t H e 30 H2 m de las compuertas Ejes de los vastagos y Vars. C Vars. B Hoja de la compuerta deslizante Losa de maniobras precolada, elev. 2" DE LAS COMPUERTAS DETALLE DE ANCLAJE DE LOS MARCOS PARA AGUJAS DETALLE DE RANURAS con 6 de rosca a 20 con tuerca Pernos de anclaje de 5/8"dx20 Angulos de 3"x5/16" 3/8"x2 Solera de Solera de 3/8"x3" 15 C O R T E B - B con corona y pinon de 1.20 m y hasta 1.83 m hasta las cargas hidrostaticas Mecanismo elevador directo h m b.l. elev. 1" N.A. elev. 1' d deslizante compuerta Hoja de la m elev. 5 Umbral Ras. elev. 1 Vars. C Vars. B Eje del tubo Eje del tubo Relleno compactado al 90% de la Prueba Proctor S.A.H.R. Elev. 2 a Angulo central de apoyo Vars. E (anillos concentricos) Vars. D Vars. F Diametro exterior del tubo L b L0 L1 L2 L3 100 S1 m H' d' Elev. 4 Elev. 4' Elev, 4" y en cada cara en dos direcciones Vars. 3/8"d a 15 Vars. 1/2"d a 15 Vars. de 1/2"d a 15 Carteles de 15x15 m Vert. de esp. con sello Junta asfaltica de 2 cm. Elev. 3' 100 D 2% S.A.R.H. 90% de la prueba Proctor Relleno compactado al con sello tipo ligero de hule Junta asfaltica de 2 cm de espesor Elev. 2' Tubo de ventilacion a 10 Vars. 1/2"d Elev. 2 Vars B Vars. C Elev. 1" Umbral elev. 5 Ranura para agujas H2 Vars. B Vars. C h 0.25:1 e d Ras. Elev. 1 N.A. Elev. 1' B.L. Elev. 1" Diametro exterior del tubo C O R T E C - C Eje de la estructura Vars. F Vars. D Vars. E (anillos concentricos) de apoyo Angulo central a Elev. 2 L4 DETALLE "Y" Eje del camino Eje del canal alimentador C O R T E A - A DETALLE "X" Elev. 3" 1.5:1 precolada, elev. 2" Losa de maniobras P L A N T A m m m m m H B L L3 L2 L1 m A A D D B10 m1H1 b1 m1H1 100 20 20 30 30 C C D D B B D D L1-L4 L5 100 L6

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, districts, DWG, floodgates, fornecimento de água, kläranlage, l'approvisionnement en eau, lateral, structure, supply, tap, treatment plant, type, wasserversorgung, water, watering