Bridge That Crosses A Channel DWG Plan for AutoCAD
Bridge that crosses an existing channel. Plan – Section -Detail slab .Especificaciones
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
demarcation of existing plates, demarcation of existing metal mesh, existing irrigation channel, existing channel, existing footprint, path park cemetery, existent fence, existing access, batch, terrenonatural, edge canal exist., marta ossa ruiz, official line, modulo tipo , exit access, entrance access, projected channel, projected structure, dirt road edge, existing floor, existing badejon, old ways, straight wall entrance s.detalle, straight wall exit s.detalle, drawer projected, work atravieso, c. river cross stone, sports area, m.c.v., p.c.v., f.c.v., projected cycleway, bike path, projected path, projected path, axis av. north circumvallation, solera extte., to extract, street edmundo heads, speed bump, asphalt extte. to, make speed bump, projected, transition zone, fit with slope, longitudinal streets, existing road projection, closure, existing road av. circumvallation, calle cerro el portillo, pje rio las leñas, lomo de toro, sidewalk exit., detail encounter necks of streets – passages, constructor, var, slab approach according to paving project, – see report of soil mechanics, escarpment and fillings, – the seal will be received by the designer., technical specifications, of reinforced concrete will fulfill the requirements established in, – the steel bars to be used in the construction of structures, steel bars, foundations of the project, seismic coefficient, the parameters most relevant seismic are:, soil iii, – dynamic method, materials, – structural concrete, design standards, design criteria, – vehicular overload, loads, – earthquake action, placement of concrete, to study the joints that control requires of the retraction, not to exceed the percentage of fines in the, – the water used to be mixed with the, concrete and to wash the aggregates will be potable, dosage, use low ratio water – cement, and will comply with the conditions specified in the standard, – for a minimum retraction of frague be careful, – should coordinate with the engineering office the maxima, of concrete to be placed on slabs and radieres., tests of resistance to concrete, – Samples will be taken from three specimens each to the concrete, deformations allowed in moldings, mixing water, for both aggregates the constituent particles must be clean and free of harmful substances that may damage the concrete or the reinforcements. must comply with, – the fine aggregate will have a continuous granulometric curve, materials for the concrete, reinforced concrete structures, foundations, aggregates, cement, anchoring and other elements that should be immersed in, within the formwork of all the inserts, bolts, special care should be taken to ensure proper placement, – the formwork, prior to the placement of the reinforcements, their position so that they do not move during the concrete. These must be insured in, they will be swept neatly and treated with demoulding metal sikaform type, they must be free of diverse particles, for which, – boards can be removed as long as they are not removed, – the deadlines can be re-tested depending on the behavior, sustaining elements will be ruled by the following times:, with the structure and keeping them saturated with water, – as an alternative, curing membrane could be used, the concrete will be kept continuously humidified, atmospheric agents that hinder the curing process, emptying in the formwork, mainly of the action and, – it will be required that any concreted structural element be, potable. in this way, liquid films will be created, for this purpose burlap or similar materials, such as pvc film or sand blankets in direct contact, will be used – this curing period will be kept at least in areas exposed to evaporation or frost. correctly protected from the same moment of hardening, avoiding cracking, protection and curing, struts of the prybar, removal of the formwork:, the minimum periods of stripping and, concreting process, formwork and stripping, – characteristics of the formwork: – you must contemplate an embrasure in the base, of the formwork that allows the removal of the elements extraneous to the concrete, coatings of the reinforcements, armors and wire ties are protected, by means of the minimum concrete coatings, – Coatings are understood to be the free distance included, stuccoes and all other finishing material., between the most prominent point of any r armor, and the outer surface of the nearest concrete, excluding, rec structural element. of the reinforcement in mm., – the minimum separation between parallel individual straight bars, – reinforced concrete walls, – dimensions of the coverings:, – foundation slab, separating
Raw text data extracted from CAD file:
| Language | Spanish |
| Drawing Type | Plan |
| Category | Roads, Bridges and Dams |
| Additional Screenshots |
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| File Type | dwg |
| Materials | Concrete, Moulding, Plastic, Steel, Other |
| Measurement Units | Imperial |
| Footprint Area | |
| Building Features | Garden / Park |
| Tags | autocad, bridge, channel, DETAIL, DWG, especificaciones, Existing, plan, section, slab |