Boxcoulert DWG Detail for AutoCAD

This is a design of a Boxcoulvert; It contains its construction details; also includes the cutting of structural elements; and construction specifications teecnicas this.

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

immediately place the concrete inside the, it is necessary to proceed its compaction by means of vibrators with, In order to ensure their densification avoid should be, follow the recommendations given in the chapter, compaction forms, chapter for the vibrated handling of forms., cured, the concrete must remain damp for the longest time, for a minimum period of seven days., the curing should start as soon as the application is, of continuous irrigation of water covering it with sacks of well, wet sawdust wet a curator compound when, is used compound healer should be not do not stain, preferably of white color in addition to be free of smell flavor., see instructions, c. cm, fin, meeting, stirrups c. cm, Poor concrete for thick cm protection, stirrups c. cm, fin, filling height, dimensions, transverse reinforcement, bars, bars, longitudinal reinforcement, bars, volume of concrete per linear meter, iron per linear meter of concrete, the bars are for mooring are not detailed in the plane, bars, Simple coulvert box section, free area, layer of cm thick in poor concrete for protection, section of m., construction joint between fin culvert, length according to the width of the roadway height of the filling, the cota foundation the elevation of the road can be seen in the dimension table, longitudinal section, via, bars, bars, via, details of sardinel. construction board fin., length, c. foundation, bars, bars, construction joints, bars, bars, construction joints, bars, filling height, dimensions, transverse reinforcement, bars, bars, longitudinal reinforcement, bars, concrete box volume, steel box, cant box coulvert simple, bars, bars, bars, bars, bars, bars

Raw text data extracted from CAD file:

Inmediatamente se coloque el concreto dentro de las formaletas, se debe proceder a su compactación por medio de vibradores con el fin de asegurar su densificaciòn y evitar hormigueros; se deben seguir las recomendaciones dadas en el NSR-10 capitulo C.5 y COMPACTACION Y FORMALETAS capitulo C.6 para el vibrado y manejo de formaletas. CURADO * El concreto debe mantenerse hùmedo (rozamiento de agua) por el mayor tiempo posible, durante un periódo mìnimo de siete dàs. * El curado debe comenzar tan pronto como se pueda, con la aplicacion de riego contìnuo de agua y cubriendolo con sacos de fiques bien mojados o aserrín humedo o un compuesto curador aceptable; cuando se emplee compuesto curador debe ser no tóxico, que no manche y preferiblemente de color blanco y ademàs estar libres de sabor y olor. (antisol - ver instrucciones del fabricante). 0,2 \A1;1.00 \A1;1.00 \A1;1.00 1 0,2 0,25 0,2 0,25 0,5 \A1;.11 \A1;.08 \A1;.20 \A1;1.70 \A1;1.84 0,8 1,2 0,1 \A1;2.9000 \A1;1.8000 \A1;1.4000 -1473482.708479279 -1473482.708479279 -1473482.708479279 -1473482.708479279 3 d 1/2 d 3/8" C. 30 CM d 3/8"C 30 CM d 3/8"C 15 CM -1473480.540782141 -1473480.540782141 -1473480.540782141 ALETA JUNTA ESTRIBOS d 1/4" C. 20 CM -1473479.094359167 CONCRETO POBRE 1:4:8 PARA PROTECCION DE 8 CM DE ESPESOR ESTRIBOS d 1/4" C. 20 CM ALETA -1473479.094359167 ALTURA DEL RELLENO H 0.00 A 1.00M DIMENSIONES T1 T2 W 0.20 0.20 0.20 ARMADURA TRANSVERSAL BARRAS A d 1/2" C 14 cm BARRAS B d 3/8" C 30 cm ARMADURA LONGITUDINAL BARRAS D d 1/2" C 30 cm VOLUMEN DE CONCRETO POR METRO LINEAL 2.325 M3 HIERRO POR METRO LINEAL DE CONCRETO 212.03 Kg LAS BARRAS (D) SON PARA AMARRE Y NO SE DETALLAN EN EL PLANO BARRAS (D) BARRAS (B) BARRAS (A) SECCION BOX - COULVERT SENCILLO AREA LIBRE 1.4M X 2.5M CAPA DE 7 CM DE ESPESOR EN CONCRETO POBRE 1:4 : 8 PARA PROTECCION BOX-CULVERT SECCION DE 1.4 x 2.50 M. JUNTA DE CONSTRUCCION ENTRE ALETA Y ALCANTARILLA LONGITUD SEGUN EL ANCHO DE LA CALZADA Y ALTURA DEL RELLENO La cota cimentación y la cota de la via se puede observar en la Tabla de cotas BOX-CULVERT SECCION LONGITUDINAL VIA BARRAS C d 1/2" C 12 cm BARRAS (C) 5 VIA 5 5 5 5 5 \W7.31495; DETALLES DE SARDINEL. \W6.61540; ALETA Y JUNTA DE CONSTRUCCION. LONGITUD 20M C. CIMENTACION C. CIMENTACION 5 5 \A1;2.50 \A1;1.40 T1 BARRAS (D) BARRAS (C) BARRAS (B) W BARRAS (D) BARRAS (C) 5 JUNTAS DE CONSTRUCCION BARRAS (D) BARRAS (B) W T1 BARRAS (A ) JUNTAS DE CONSTRUCCION 5 5 5 1.00 M 1.65 M BARRAS (D) BARRAS (A) 568 d 1/2" L= 2.4 M 1.20 M 2.70 M ALTURA DEL RELLENO H 0.00 A 1.00M DIMENSIONES T1 T2 W 0.20 0.20 0.20 ARMADURA TRANSVERSAL BARRAS A d 1/2" C 14 cm BARRAS B d 3/8" C 30 cm ARMADURA LONGITUDINAL BARRAS D d 1/2" C 30 cm VOLUMEN DE CONCRETO BOX 34.8 M3 ACERO DEL BOX 3320.75 Kg CANT BOX - COULVERT SENCILLO BARRAS C d 1/2" C 12 cm 0.15 M BARRAS (B) 134 d 3/8" L= 1.95 M 0.20 M 0.15 M 0.15 M 0.15 M BARRAS (C) 166 d 1/2" L= 3.00 M 0.20 M 5.80 M BARRAS (D) 84 d 1/2" L= 6.0 M 9.00 M BARRAS (D) 84 d 1/2" L= 9.0 M 0.20 M 6.65 M BARRAS (D) 84 d 1/2" L= 6.85 M

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, box, construction, Construction detail, cutting, Design, DETAIL, details, DWG, elements, includes, sections, structural