The closed protecting designs reduce expenses for garage heating, the device of special ventilation however demand: for removal of the fulfilled gases, especially in regular, peak loadings when the average level of the maintenance of carbonic oxide makes about 100 cm3/m3. This problem remains for basement floors and underground constructions. The powerful artificial forced-air and exhaust ventilation becomes unnecessary when cars are transported to places of parking and back by means of mechanical devices as thus engines of cars are switched off.

Usually in external walls of the closed garages apertures for the natural ventilation which is carried out by means of motionless or mobile window shutters, fans with mobile or motionless jalousie, including established on windows etc. are provided. It is expedient to motionless glass or other similar protections to give a bias, is better inside, or to leave over a floor or a parapet and under a ceiling a sufficient backlash for air circulation if the part or all protecting elements have no inclination within floor height. At performance of all apertures and ventilating devices it is necessary to watch, that the surrounding city: environment was not exposed to harmful influences.

Usually in open garages both bearing external walls (if they are) are carried out in the form of fireproof walls. If the height of the top side of a covering of garage over a surface of the ground does not exceed 12 m on the open parties of a building for prevention of falling of cars parapets or protections from nonflammable materials in height of 90 cm are established, and at the height exceeding 12 m, — not less than 1,1 m. In certain cases is provided facing which, creating optical effect of “isolation”, does not reduce positive properties of open facades.

The open or having apertures parapets and protections should come to the end with console reflectors of a flame detaining fire in length not less than 50 cm. Flame reflectors also it is necessary to establish on distance of 1,0 m from hand-rail or parapets at an inclined design of fire-prevention transitions. As a flame reflector the console ledge of a covering or a parapet with a return bias at an external side of a plate also can serve.

Instead of hand-rail and high-powered shock absorbers in some open garages of the USA between floors steel cables proof to corrosion with step of 20 cm are tense; their advantage consists in ability is elastic to be deformed at blow that protects the car from damages and reduces loadings on a wall.
In other cases even before the closed external walls it is recommended to provide shock absorbers, sides or protecting borders.

Bearing internal walls usually are carried out in the form of massive designs. If they do not bear static functions and do not serve as fireproof walls are often intended only for a protection of a staircase and elevator mines, and also auxiliary premises, such, as toilets, etc.

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Columns in garage often settle down between numbers of places of parking on differentiating lines and thus do not interfere with garage operation. Such arrangement also allows applying economic console overlapping. If small bays are necessary it is possible columns to have in a zone of places of storage between separate cars, whenever possible out of a zone of opening of doors of cars. Such placing only slightly limits possibilities of movement of cars. In practice are applied bays from 4 to 18 m, and the smaller sizes concern ferro-concrete designs, and big — to steel. Use of inclined racks allows receiving shorter bay (similarly with braces) and at the same time at their correct placing limits entrance and departure less, than the vertical columns established between cars. Besides such racks serve as terminators of separate places of parking.
Ideal variant are premises, completely free from support, especially, when it is necessary to carry out changes of the sizes and number of places of parking in connection with installation or carrying over of partitions at transition from service of cars (service) on servicing (drivers) or at storage of the cars strongly differing on dimensions.

The area of garages should be divided into fire-prevention sites by means of fire-resistant walls; the area of these sites makes: in the land closed constructions — no more than 5000 m2; in land open constructions — no more than 7500 m2; in underground garages — no more than 2500 m2 a useful area. At application of automatic devices for firefighting these values are doubled.
Fire-prevention sites can be extended more than to one floor if the useful area does not exceed supposed maximum limits.

In many-storied average and large garages lateral apertures between stages and designs of overlapping should have a protection excluding possibilities of distribution of fire on floors.

Various materials are applied to the facilitated protecting walls of the closed garages. There are completely glass facades (deaf or opening shutters), glazing of planes of walls separate plates of bigger or the smaller size, established vertically or in the leaning position, protections made of asbestos cement, polyester plates, thin steel and aluminum sheet, glass blocks or easy materials, for example plaster, blown-out concrete, etc. Application of these and insulating materials in a kind of wall elements promotes flexibility planning and architecturally-composite decisions and allows to carry out a rational way of building (installation of modular elements) the buildings having modern shape. The massive wall made of monolithic concrete or a stone laying has the advantage connected by that as a static disk it can perceive horizontal loadings.

If you decided to build social garage, you should exactly know that people who will work at your building are professionals. Because it is very serious construction and even the smallest mistake could make great harm to people who will use this garage.

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Application of ferro-concrete designs with usual or preliminary intense reinforcing allows carrying out building of garage by three ways:

From the monolithic concrete stacked in the usual way, — the timbering device, packing of armature and concreting of building elements, designed according to static calculations and constructive requirements;

From the modular elements prepared for installation, — modular elements which, as a rule, are produced at factories, are transported, established and filled in with concrete in the necessary position;

From monolithic concrete and modular designs in a corresponding combination, if necessary also with application of steel.

The choice of ways of building is connected with the following factors which account has crucial importance for profitability of building:

Garage position on a city map (here as a limiting situation building erection is considered on a close site or on a gardening site);
The plan form, and it is necessary to distinguish regular platforms (a square, a triangle, a circle) from the irregular;
The capacity depending on the area and number of floors;
Building type (here it is important to establish, whether is considered the separate garage or a part of a multi-purpose building, for example storage in a cellar or on a covering, or it is a question of the adjoining blocks connected in a garage complex);
presence of stages, placing of entrances and departures which according to local conditions often define the form of stages (direct or screw);
In height of separate floors, minimal requirements to it or absence of restrictions for economic reasons;
Duration of building — the usual or limited short term;
Conditions of installation, which should be checked up in all cases taking into account possibility of delivery of modular elements, including at night.

Advantages of monolithic concrete should be shown in all cases, when:
Building position excludes transportation and installation of modular elements, and manufacture of works is authorized only in the limited intervals of time that does application of modular designs uneconomical;
The form in the plan is so irregular that regular repetition of identical building details is impossible;
The sizes of a site are such, that limit application of modular elements;
The certain type of a building is required the monolithic way of erection rather approaches for the underground garage perceiving pressure of a ground and water;
Such restriction on height is established that the problem can be solved only at the device of thin overlapping for which modular elements do not approach.

In garages the step of columns is accepted multiple to width of places of parking and, as a rule, includes from two to four places. Therefore the optimum distance between columns is in an interval of 4,6-9,6 m. In a cross-section direction depending on an arrangement of the strips occupied with thoroughfares and places of parking, bay to 16,5 m (two strips with places of parking and one thoroughfare) are formed.

Such building material as usual or preliminary intense ferro-concrete, allows receiving bays of bigger lengths, however it is impossible to forget that the prize in freedom of placing, cars can be reached only at the expense of higher cost of one place for the car.

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Columns at garage building more often have square cross-section cutset. However on planning decision there can be expedient an application of columns of rectangular section; at placing of columns between places of parking the width of section of a column, as a rule, remains to a constant on all floors. The round columns, which are receiving a positive estimation of drivers and not demanding substantial growth of expenses, are used successfully.

For the device of overlapping almost all systems applied in usual many-storied building, for example the plates reinforced in one direction or in crisscross manner, braced and ridge plates, flat overlapping with usual reinforcing are suitable. Only in exceptional cases at the big bays and small building height there can be expedient or necessary a preliminary pressure of beams.

In standard cases braced plates give quite economic decision and only at very small building height of designs it is necessary to prefer mushroom-shaped or flat overlapping. Comparative calculations repeatedly showed that the economy on a timbering of the flat overlapping, reached at application of modular designs, is blocked by expenses of concrete and a steel because of bigger thickness of modular elements for static reasons and the additional weight connected with it.

Necessity of application of special measures for processing of a surface of overlapping, for example, a vacuum method or the chemical means getting and hardening in the top concrete layer that raises its durability, blinding with hardening additives or drawings of a bitumen layer in many respects depends on loading on overlapping and interests of owners and users of garage,
which are compelled to reckon with increase in service life of overlapping at decrease in allocation of a dust.

Usually from influence of gasoline, oils and salts it is enough to apply concrete steady against unfreezing salts to protection of overlapping, to increase the thickness of overlapping found by static calculation, wearproof layer in the thickness 1 — 2 cm and to scour a surface without maintenance of its horizontal position.

On stages and strongly loaded overlapping in wearproof layer in the thickness of 2-5 cm are brought additives for increase of durability of a cloth. Besides, it is recommended to profile a surface of a cloth of stages furrows depth to 2 cm.

Staircases erect simultaneously with floors. In buildings in height not less than 15 m expediently application of a sliding timbering, and at height more than 20 m such way of building should be preferred for economic reasons.

Basically, all monolithic designs of a building can be carried out in a usual wooden timbering, however in certain cases for aesthetic reasons it is necessary to create a smooth concrete surface on a facade or to apply to elements of a parapet concrete with the bared stone skeleton or a structural timbering.

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The mechanized garages. The constructive decision of a building of the mechanized garage directly depends on system of storage and sizes set by the customer. As a whole it is possible to notice that the mechanized garages with rhythmical system of operation, as a rule, demand the big memory platforms, than similar ramp constructions. Besides, it is necessary to watch, that number of places of the storage served by one transporting device, it was not too great.
On storage circles in the mechanized garages drivers are not supposed, as a rule. Therefore height of floors in light, distances between two next cars and thoroughfares can be in most cases reduced width in comparison with ramp constructions. In such constructions carbonic oxide is not allocated that allows refusing the ventilating equipment, except for a zone of entrances and departure.

And let me say some words about general data about garage building. The design of bearing system of land garage should be chosen proceeding from economic, transport, operational and town-planning reasons taking into account requirements of the building control. Despite a priority of a target problem and aspiration to profitability, the great value plays architectural shape of garages.

The constructive decision of constructions for storage of cars, for example garage with the stages, functionally caused by repeated repetition of places of parking, thoroughfares, elements of stages etc., includes a great number of building details of the identical form and sizes and allows to receive economic bearing system by working out of standard projects with uniform step of the basic designs.

As static system are applied rigid many-storied frames, jointed frame systems and disk bearing designs. The horizontal loadings arising under the influence of a wind, and in the mechanized garages — as a result of lateral loadings of lifts and forces of braking, are perceived by rigid frames or special communications and disks and transferred to the bases. Vertical disks and communications basically are located in face walls or coincide with cross-section partitions, etc. Their functions in many garages carry out such knots of rigidity, as wind blocks, staircases or lift mines. In ramp garages these knots can be included in static calculation as reference points (screw stages) or diagonals (direct stages) of vertical many-storied framework. As horizontal disks overlapping are generally used, and only in special cases provide special horizontal communications.

The columns protecting and bearing internal walls always should be fire-resistant. If in one-storied garage the used attic, and distance before existing or future constructions is not necessary (possible by building rules) makes not less than 5 m columns and bearing walls can be only fire-resistant or made of not flammable materials.

Proceeding from preconditions that lacks of protecting designs do not render negative influence on environment, distance from open elements before existing or future constructions (admissible by building rules) makes not less than 10 m, height of the top circle of parking over level of the ground does not exceed 22 m, distance between two opposite protecting walls with leaders outside apertures are not exceeded by 50 m and on garage floors there are no premises of other purpose, it is supposed to apply in open many-storied garages designs from nonflammable materials.

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That is why if you are properly armed with the info in your sphere of interest you can rest assured that you will always find the solution to any bad situation. So, please make sure to visit this blog on a regular basis or – an ideal solution for you – sign up to its RSS feed. Thus you will have a direct shortcut to the latest informational updates here. Blogging can be helpful, you just need to understand how to use them.

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Let’s say some words about movement of pedestrians in social garages. Ladders are necessary for vertical moving of pedestrians to garage and lifts. Ladders as evacuation ways should have width not less than 1 m. In one or several main staircases the useful width of a march about 1,5 m. Depending on number of floors and storage places is recommended one or several lifts. Taking into account invalids installation a minimum of 1 lift is provided. In a lift cabin should be located a stretcher in length of 2,1 m for transportation of the patient. The modular platform in front of lifts should have the sufficient size. Lifts and ladders it is necessary to have in relation to inputs and exits so that streams of the pedestrians who are leaving and coming back in garage were not crossed. This requirement is especially important for executing for front entrances on the ground floor and in a zone of cash desks. To provide sidewalks for pedestrians in a floor as modular and distributive ways to a zone of the main staircases, is expediently only at a great number of places of storage. In these cases sidewalk it is necessary to have in parallel main distributive and modular thoroughfares and to separate from them a lattice with passes; thus the sidewalk and the main distributive lane are perpendicular to separate thoroughfares.

Exits on each floor of garage should be designated by means of clear and well visible indexes.

And now I want to give you some information about auxiliary constructions in garages. Control and cash cabins, premises concern auxiliary constructions of garage for stay of people, pantries for luggage, public phones, toilets for clients and, except that, a premise for invalids and the personnel. The sanitary equipment for clients of garage should be located in a zone of supervision of control and cash premises. In a close connection with garage there are such auxiliary constructions, as refueling devices and a sink, maintenance service, line fault services, and also shops on sale of details and materials on care of the car.

Filling stations and tanks connected with garage, it is necessary to have so that they are remained accessible to a municipal transportation irrespective of garage work. Consumers of land and underground garage after the parking termination should have possibility to drive on a platform at filling stations. Thus it is necessary to avoid crossings of streams of the transport, leaving garage and from refueling devices.

Into a garage complex can enter even such premises supplementing them and constructions as trading and showrooms, cafe, restaurants, hotels, offices, living rooms, cinemas, bowling, etc. Garages and all other auxiliary premises and constructions should have possibility of independent operation. You should know all necessary information, before starting building of such big project!

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That is why if you are properly armed with the knowledge in your sphere of interest you can be sure that you will in any case find the solution to any bad situation. So, please make sure to track this site on a regular basis or – the least time consuming way of doing it – sign up to its RSS feed. Thus you will have your hand on the pulse of the freshest informational updates here. Blogging can be helpful, you just need to know how to use them.

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On floors of very large garages or in garages with the ramp system demanding driving along all floor therefore there is an intensive through movement, it is recommended to appoint the sizes of places of storage and driving not less established by Garage rules, and at necessity raised that provides unobstructed operation and excludes excessive hindrances for movement of cars driving and leaving from other floors.

Application of design recommendations about a lay-out of places of parking and thoroughfares, and also corresponding placing distributive and modular thoroughfares allows to dismember the floor area on sites. Perpendicular installation of cars, as a rule, leads to the best use of the area in comparison with other ways of storage, and on this indicator more often the preference is given to thoroughfares with width of 6,5 m, with places of parking with width of 2,3 m in comparison with thoroughfares with width of 5,5 m, with places of parking with width of 2,5 m. Installation of cars at an angle demands more area, however has the advantage connected with simplicity of entrance and departure from places of parking on higher speed; such lay-out stimulates a demanded mode of movement.

On floors with several thoroughfares, corners of installation of cars and width of thoroughfares can be various; by a combination of these elements is reached optimum use of the area of a floor.
The architect in each specific case by means of calculations should be convinced of expediency of the accepted variant. By consideration of this question the main role is played by an operation mode. In garages intended for constant clients, using usually the same places, do not arise problems with a combination of an arrangement of places of parking and thoroughfares. One constant client can take place in perpendicular row, and constant other client — in diagonal. Thus both clients get used to corresponding mode of movement at entrance and departure from these places. In public garage with a great number of places for short-term storage the effect of accustoming is absent. Irrespective of degree of filling of garage the driver who is coming for short-term parking, always aspires to find a free nearest place. For this purpose it is necessary to provide possibility of detours on several next thoroughfares. Drivers often confuses because of the various width of thoroughfares and corners of installations of cars. Therefore in such constructions is recommended the identical layout of places of storage for all zones. Only on the separate sites more often remaining free, can be applied singular solutions.

If in a basis of design decisions recommendations, which are not considering requirements of the current legislation are put, it is necessary to check up first of all, whether have such deviations any sense from the technological point of view. Such recommendations quite approach to the garages intended in basic for the constant tenants. The same concerns popular garages with floors of small extent and system of stages located outside (for example, screw), i.e. for floors with the limited through movement. However in all cases of deviation from rigid instructions of Garage rules it is recommended to co-ordinate with institutions of the building control.

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P.S. And don’t let laziness to stop you from finding the best deal about car garages. Don’t forget that we live in the world where info makes life easier.

That is why if you are properly armed with the info in your sphere of interest you can rest assured that you will in any case find the way out from any bad situation. So, please make sure to visit this web site on a regular basis or – best of all – sign up to its RSS feed. Thus you will have your hand on the pulse of the freshest info updates here. Blogging can be helpful, you just need to know how to use them.

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In this article I would like to speak about columns and other building designs. The most important constructive element of garages is the step of columns. For such transport construction as the garage, with a view of maintenance of sufficient freedom of movement and the best use of the area of storage is desirable, probably, bigger step of columns exceeding on the size width of thoroughfare and length of places of parking from two sides from it. The decision on increase in a step of columns should be accepted only after the preliminary analysis of cost of designs and operational effect.

In the many-storied underground garages located on a site with high level of ground waters and treated to action of a considerable carrying power, in many cases it is impossible to avoid a frequent arrangement of columns for constructive reasons (increase of rigidity of a sole for: perceptions of pushing out forces); more favorable transfer of efforts takes place at filling of underground garage with a layer of ground, on which are provided green plantings, including trees.

Such constructive requirements should be considered in due time in the project. At small width it is necessary to place columns with a space from border of thoroughfare and places of parking on 0,5 0,7 m to facilitate entrance and departure from places of parking. To place columns on half of length of places of parking also it is inexpedient, as thus it is impossible or to open car doors inconveniently.

The closed land and underground garages should be equipped by a mechanical extract, and if necessary with fresh air ventilating installation by productivity 12,0 m3 air at one hour on 1 м2 of a garage useful area. As modular ventilating channels in garages of the big area should have rather considerable cross-section cutset they are not located in a zone of places of storage, for example between overlapping beams: and a cowl of the engine of the car and consequently disturb normal operation of garage. Therefore at designing except the area of places of parking and thoroughfares it is necessary to provide the additional area for placing of channels that affects the sizes of a building and a step of columns.

Height of thoroughfares. According to Garage rules average and large garages for pass to the established zones, and also under beams, air lines and other building designs should have height not less than 2 m. Certainly, the same dimension should be maintained and in a zone of stages.

On floors of garage, which are combined with department stores, shops of the economic goods or shops on sale of building materials in which clients transport furniture, building materials and other goods on a car roof in a luggage grid, on occasion for driving maintenance the big height is required. The same concerns the first land or underground floor of garage when they are intended for supply being over or under them office buildings.

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P.S. And don’t let laziness to stop you from finding the best deal about car garages. Don’t forget that we are living in the world where info makes life easier.

That is why if you are properly armed with the knowledge in your sphere of interest you can be sure that you will in any case find the way out from any bad situation. So, please make sure to get back to this site on a regular basis or – an ideal solution for you – sign up to its RSS. Thus you will have your hand on the pulse of the latest informational updates here. Blogs can be helpful, you just need to understand how to use them.

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Storage platforms. In garages with the control on entrance and departure are necessary big enough storage platforms before entrance and after departure. The storage platform before entrance should provide alignment of fluctuations in intensity of arriving transport (for example, because of the nearest traffic lights) in comparison with rather constant productivity of serving devices on entrance. On departure from garage the place for placing of cars after service for a certain time is required (for example for signal change with the nearest traffic light), before possibility occurrence to join the general stream of transport. The size of these platforms in each case demands a special substantiation.
Under certain circumstances it is impossible to forget and that convenience of operation of garage on departure is defined by entrance conditions on adjoining highways. Thus in rush hours in garage can be formed the turn of cars therefore the raised concentration of carbonic oxide is created. It should be considered at calculation of ventilating installations, especially in underground garages and in land constructions with the closed protecting designs.
Usually before entrance to garage it is possible to place a storage platform of the demanded sizes that the turn of cars before entrance to garage did not disturb to a steam of cars, moving along the street. For this purpose there are following possibilities:
The device of entrances and departures on adjoining streets with small intensity of movement;
Maintenance of entrances to garage only in one direction with the right turns;
Creation on the garage ground area whenever possible bigger storage platform.
The corresponding choice of type of ramp system in many cases allows influencing the size of a storage platform. Placing of a memory platform on the ground area is impossible. You can also find the processed and carried out variant of a lay-out with a screw stage where on the ground area is presented the storage platform on some cars, the truth, not without additional expenses can be placed. Capacity of ventilating installation in the closed storage premise should be more in comparison with other premises of garage.
The length of storage platforms should be limited. If by project working out it has appeared that technically possible sizes of a storage platform are insufficient at the chosen system of service on entrance and expected settlement loading deficiency of the area can be covered only by increase of productivity of serving devices that at the set probability (for example, 90 %) will allow to keep within the admissible sizes of storage platforms.

Settlement specific loading — average intensity of a stream — can be accepted as estimated size where skilled values for garages of different function are given. Proceeding from average values of intensity of the transport stream and lengths of storage platforms which by designing experience are sufficient for normal operation of a construction, it is possible to calculate demanded productivity of service on entrance. According to this indicator is getting out the system of service of garage.

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P.S. And don’t let laziness to stop you from finding the best deal about car garages. Don’t forget that we live in the world where information makes life easier.

Due to this if you are properly armed with the information in your sphere of interest you can be sure that you will in any case find the way out from any bad situation. So, please make sure to visit this site on a regular basis or – the easiest way to take care of it – sign up to its RSS. Thus you will have your hand on the pulse of the latest info updates here. Blogs can be helpful, you just need to know how to use them.

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