Wall Pressed Clay Hollow Block DWG Detail for AutoCAD

Wall Pressed Clay Hollow Block DWG Detail for AutoCAD

Construction detail of wall hollow clay block pressing

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

spec notes, mooring type, registration cap, of verification of, the cast, isometric aim, walls of hollow blocks of compressed clay:, physical characteristics:, the partition should take the shape of a prism, be with straight edges, square with concavities convexities., its structure will be compact without, cracks other defects than, affect their appearance, judgment of the designer., resistance. minimum compressive strength, will be over the gross area., the absorption of should not be greater, for groups of parts for parts, dual., all walls of hollow double wall base, will settle with area envelope, solid which includes the entire area, of contact in vertical joints the ribs, of the septum. under no, the partition shall be allowed to rest on another, way every wall part of it not, strictly comply with this will be, ground., castles. when the plans indicate, castles the corresponding rods, should be properly anchored in their position, correct before proceeding to the rolling., a variation up to of in the, in the axis of the rods drowned with, to the position indicated in planes., upper anchorage for walls, leaving a point drowned in the trab, that has a minimum overlap of, with the reinforcement of the enclosure., tip drowned in, enclosure with a, minimal overlap, walls, block of pressed clay, detail no.

Raw text data extracted from CAD file:

NOTAS DE ESPECIFICACIONES AMARRE TIPO "T" AMARRE TIPO "L" AMARRE TIPO "CRUZ" TAPA PARA REGISTRO DE VERIFICACION DE EL COLADO APUNTE ISOMETRICO MUROS DE BLOQUES HUECOS DE BARRO COMPRIMIDO: 1.- CARACTERISTICAS FISICAS: EL TABIQUE DEBERA ADOPTAR FORMA DE PRISMA RECTAN- GULAR, SER NUEVO, CON BORDES RECTOS Y PARALELOS, A ESCUADRA Y SIN CONCAVIDADES O CONVEXIDADES. SU ESTRUCTURA SERA COMPACTA Y HOMOGENEA, SIN CHI- POTES, REVENTADURAS, GRIETAS U OTROS DEFECTOS QUE PUEDAN AFECTAR SU RESISTENCIA, APARIENCIA O PERMEA- BILIDAD, A JUICIO DEL PROYECTISTA. 2.- RESISTENCIA. LA RESISTENCIA MINIMA A LA COMPRESION SERA DE 100 Kg/cm2. SOBRE EL AREA BRUTA. LA ABSORCION DE AGUA, NO DEBERA SER MAYOR A 18% PARA GRUPOS DE 5 PIEZAS O 20% PARA PIEZAS INDIVI- DUALES. 3.- TODOS LOS MUROS A BASE DE TABIQUE DOBLE HUECO SE ASENTARAN CON MORTERO, SOBRE 100% DEL AREA SOLIDA DEL TABIQUE, LA CUAL INCLUYE TODA EL AREA DE CONTACTO EN JUNTAS VERTICALES Y LAS COSTILLAS TRANSVERSALES DEL TABIQUE. BAJO NINGUNA CIRCUNSTAN- CIA SE PERMITIRA QUE EL TABIQUE SE ASIENTE DE OTRA MANERA Y TODO MURO O PORCION DE ESTE, QUE NO CUMPLA ESTRICTAMENTE CON ESTE REQUISITO, SERA DE- MOLIDO. 4.- CASTILLOS AHOGADOS. CUANDO LOS PLANOS INDIQUEN CASTILLOS AHOGADOS, LAS VARILLAS CORRESPONDIENTES DEBERAN ESTAR DEBIDAMENTE ANCLADAS EN SU POSICION CORRECTA ANTES DE PROCEDER AL DESPLANTE. SE ACEPTARA UNA VARIACION HASTA DE 3cm. EN LA PO- SICION EN EJE DE LAS VARILLAS AHOGADAS CON RESPEC- TO A LA POSICION INDICADA EN PLANOS. 5.- PARA MUROS DIVISORIOS, EL ANCLAJE SUPERIOR SE HARA, DEJANDO UNA PUNTA AHOGADA EN LA TRABE O CERRA- MIENTO Y QUE TENGA UN TRASLAPE MINIMO DE 20cm. CON EL ARMADO DE LA TRABE O CERRAMIENTO. PUNTA AHOGADA EN TRABE, O CERRAMIENTO CON UN TRASLAPE 20cm. MINIMO 1. MUROS BLOCK HUECO DE BARRO PRENSADO DETALLE No. 1.3.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, block wall, brick walls, clay, construction, constructive details, DETAIL, DWG, hollow, mur de briques, panel, parede de tijolos, partition wall, pressed, wall, ziegelmauer