Architectural Floor Bridge Ixtapaluca DWG Detail for AutoCAD
ARCHITETURAL FLOOR VEHICULAR BRIDGE CHANNEL STEP IN THE MUNICIPALITY OF IXTAPALUCA. TOPOGRAPHIC SURVEY INCLUDES; TOPOGRAPHIC SURVEY ,GEOMETRIC FLOOR AND TECHNICAL DETAILS OF MANUFACTURING .
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
seismic parameters, zone, design load, general notes, dimensions in centimeters except where another unit is indicated., specifications :, the last edition of the norms for construction and installation of, the communications and transport secretary making reference, the following chapters :, excavation for structure, fillings, hydraulic concrete, steel for hydraulic concrete, reinforced concrete structure, prestressed concrete structure, materials, all materials used in the work must be accepted by the dependence and comply with the following, specifications., cement :, aggregates :, water for concrete :, reinforcing steel :, concrete: concrete will be used for the specified resistance and vibrate when placed. in case the contractor requires the use of additives, he must justify the quantity and dosage of these products in a timely manner, presenting the resident engineer with satisfactory proofs of their use with the aggregates and cement to be used. Special care will be taken in the cleaning of the rods, avoiding, that have loose oxide before depositing the concrete, the joints of rods will be made exclusively with butt welding, or by overlap, having to have the authorization of this direction, to use another type of junction., structural parameters, compositions l, concrete fittings and metal parapet., parametrosdedise ñ o, soil type ii, normativity, regulation for the constructions of the federal district., regulation of the constructions of reinforced concrete, design manual by cfe earthquake, length, supported., wide, projects of new bridges and similar structures, symbology, summary of materials, drains, pcs, bench on slab, total length, parapet, fillings, compacted fill product of the excavation, base and sub-base, vcgp, slab, geometric, concrete walls, eaves, structure cloths, walls, axes of beams, elastomeric support, the necessary precautions must be taken to protect the reinforced concrete, concrete from damages due to weather and other environmental conditions, during the operation of casting and curing., the ambient temperature at the moment of concrete mixing, , immediately after placing its components it must be, previously presented to the designer a detailed plan for the placement and curing of the concrete that includes equipment that ensures that the concrete is kept in temperature ranges, adequate., uses concrete pozzolanic, this period should be the following :, percentage of cement, replaced by pozzolana, period required to control the temperature, on rainy conditions, the placement of oncreto should not, initiate or failing to protect the area to prevent damage to, damage by bleeding or washing., the water used in the mixing and curing of concrete should be, reasonably clear, free of oils, salts, alkaloids, sugars , vegetables or other impure substances. the water should be tested, it is known in advance that the water is potable it can be used without, laboratory tests., the concrete should be handled, placed and compacted by, methods that do not cause segregation of the mixture to result, a dense concrete and homogeneous that is free of porosities. The concrete must be handled, placed and compacted when more, the concrete should not be remixed adding water when it has already presented the initial setting., the concrete should be placed in horizontal layers of a thickness, which do not exceed the capacity of the vibrator to compact it, the concrete should be placed as closely as possible to, its final position when the laying operation requires falls, conditioning with a funnel or by means of another device, approved by supervision., concrete, except concrete placed under water or, those that for some reason are excent, must be compacted by means of mechanical vibrations immediately, after being placed, the vibrations must be internal, except when the walls of the forms have been designed to receive the vibrations from outside, the vibrators must be able to transmit vibrations to the minute, the constructor must present a Sufficient number of vibrators, for each casting front, likewise it should have at least one spare vibrator, to cover any eventuality, the placement of the vibrators must be in points uniformly, vibrations are visibly effective, the vibrations must be be of adequate duration and intensity for a complete compaction. All equipment used for the mixing, placing and vibration of the concrete shall be washed and cleaned to be used again. Once the concrete is in place, the workers shall not they should walk on it, nor should it be applied, resistance approximately., when necessary
Raw text data extracted from CAD file:
Language | Spanish |
Drawing Type | Detail |
Category | Roads, Bridges and Dams |
Additional Screenshots |
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File Type | dwg |
Materials | Concrete, Steel, Other |
Measurement Units | Metric |
Footprint Area | |
Building Features | A/C |
Tags | architectural, autocad, bridge, canal, channel, DETAIL, DWG, floor, municipality, step, survey, topographic, vehicular |