To warm garage and to protect from effect of an atmospheric precipitation, it is necessary to plaster it. Plaster represents a layer of the hardened solution, which is put in one or 3—4 procedures on a surface with consolidation and alignment.

Usually plasters discriminate: depends on purpose — on usual and special; on kinds of binding — on cement, cement-limy, limy; on complexity of fulfillment — on simple, improved, high-quality.

Plaster works consist of preparation of surfaces, solution transportation to jobs, drawings and leveling of a plaster solution, finishing of apertures and corners.

Let’s speak about preparation of surfaces to daubing.
Before the beginning of plaster works it is necessary for you to level a surface and to clear it of dirt, stains and solution flows, and directly before daubing to wash out with water.
On brick surfaces notch with an axe seams depth not less than 1 cm or process steel brushes for making them rough.

Thickness of plaster can be defined with ranging of surfaces of walls and ceilings as follows. For this purpose it is necessary to beat in the top part of a wall on distance of 30 cm from each corner (across) a nail so that nail-heads were over a wall surface for a thickness of plaster. From their heads it is necessary to lower a plumb on distance of 30 cm (across) from a floor and to hammer in two nails. Having stretched a cord on diagonals and horizontals, advance a thickness of plaster and hammer in intermediate nails. Then by means of level tube, you should level nail-heads in one plane. Round nails you should do marks of a plaster solution in diameter of 80-90 mm on 3-5 mm above nail-heads. After setting of solution cut off to level of nail-heads.

Ceilings are ranging in the same order, but only with use of water flexible level tubes. For this purpose glass tubes with millimeter divisions put to a surface of a ceiling and observe equality of marks in levels of tubes.
In places of contact of wooden and brick surfaces as a rule establish metal grids.

And let me give you some information about daubing.

Plaster solution put on a surface not at once for all thickness, but by layers.

The first layer is rendering, its thickness should be about 5 mm and consists of a solution of a liquid consistence. The solution needs to be thrown over all surface a continuous layer, it becomes numb in a roughness, is linked for a full due to them and well kept on a surface.

The second layer — is a floating — it is made with more dense solution in some layers, thickness of each is no more than 7 mm. At pasting it level so that there was an equal and smooth surface. All materials, which are used for floating, it is necessary to sift through a sieve.

The third, top layer — is setting — is made by a liquid solution with small sand in the thickness to 2 mm. The solution of setting can be thrown at first, and then to level it.

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Thermal insulation.

The thermal insulation usually consists of the basic heat-insulation layer, an external protective layer and fastenings.
The basic heat-insulation layer provides protection of a premise from penetration of coldness and consists usually of the materials possessing low heat conductivity.
The external protective layer protects the basic heat-insulation layer from damage, moisture hits. Protective blanket make from plaster solutions, synthetic foil, fibreglasses, asbestos-cement materials, etc.
Fastenings provide certain durability of heat insulation designs.
Before making the basic heat-insulation layer isolated surfaces should be prepared carefully. For this purpose surfaces need to be cleared of a dust and dirt, to level roughness, it is good to dry up.
At the thermal protection device on horizontal surfaces apply in quality of insulation material bloating clay aggregate or pearlite. They are laid as a rule as strips with width about 2-3 m, having limited screed guides. Loose materials level with furrings and condense with manual mangles. Then over a heat-insulation layer put a cement-sandy protective coupling.

On vertical surfaces apply particulate isolation from glass or silicate cotton, diatomaceous crumbs, pearlite sand etc. For this purpose it is necessary to protect in parallel isolated surface bricks, blocks or grids and in the formed space to put insulation material.
The particulate thermal protection is effective enough and simple in the device, but it possesses small mechanical durability and instability to vibration.
Aggregate-block thermal protection carry out from the modular formed products, they are produced from diatomite, tripoli, peat and others heat insulation materials, usually in the form of plates, blocks, bricks, etc.
Aggregate-block thermal protection of the brick, preliminary plastered surfaces carry out in one or several layers of plates, which need to be stacked in layers, or in the form of blocks.
The first layer of plates is necessary for pasting on hot bitumen between wooden stoppers which are necessary for making in advance in a wall, with an interval equal to length of insulation plate. The ends of stoppers should jut out from a wall for a thickness of the first layer of pasted plates. On the laid first layer of plates to stoppers tack vertical furrings in the width 50 mm and the thickness equal to the second layer of plates.
The second layer paste between furrings is so that seams of the first layer were blocked. At three-layer isolation on established vertical furrings nail up horizontal furrings a skeleton between which stack plates or blocks of the third insulating layer. Seams of each laid layer cover with mastic from hot bitumen and a small crumb from a material of plates.

After filling in seams of last layer and caulking of surface with hot bitumen pull and attach nails to furrings of a skeleton a metal grid with cells 100 Х 100 mm under plaster. As external protection of isolation apply coverings from metal, asbestos-cement products, rolled materials, fibreglasses and synthetic foil.
At the device of a thermal protection of walls, overlapping and beams it is necessary to observe insulation continuity at transition from one construction to another.

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Ideal material for erection of garage walls is the brick.

The expense of a material on one square meter of wall brickwork at a thickness of a wall in a half-brick: a brick — 50 pieces, a solution — 35 liters. At a thickness of a wall in one brick: a brick — 100 pieces, a solution — 75 liters.

From a brick lay out not only walls, but also corners, window apertures and apertures for gate.
To make the bricklaying strong, it is necessary, that vertical seams in the next numbers on height did not coincide, that is bandaging of seams should be executed. And for this purpose it is required to you not only the whole brick, but also its parts.

To receive parts of bricks, it is necessary for chopping them across with a hammer, putting blows at first on one part, then on another. On a brick there should be lines from the put blows. Now strike to a brick with stronger blow, and it will break up precisely on the put lines.

If you build garage in the summer shortly before the beginning of works on erection of walls put bricks in a bucket or in an old bath with water for some minutes. It is possible to water also bricks from a watering can. Such processing of bricks will allow raising durability of brickwork. But to humidify bricks it is impossible in the winter, because brickwork from such bricks dries for a long time.

And now is a bit more detailed about walling.

After making the base and the waterproofing device it is possible to start to put up walls, but it is preliminary necessary to level the base by means of a solution. For this purpose on both parties of the base in strictly horizontal position you should fasten batten. Correct position of batten establish by means of level. Between batten pour a solution and level it.

To make the laying strictly horizontal, on corners of the future garage it is necessary to establish leads, which represent wooden batten with divisions through each 77 mm (one division of lead to equally height of a brick lying flat wise) and figures on laying numbers. Leads you should establish so that figures were precisely on one horizontal line. Between leads pull a thin cord on which check horizontal position of a laying.

I hope you have found the necessary information in this article about erection of walls of your future garage and will be able to build your garage yourself.

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Entrances and departures it is the most expedient to have in relation to roads with a one-way traffic.

Garage it is desirable to arrange as it is possible closer to entrance on a lot. It can be approached closely to a site fencing so that gate was flush with fencing and left directly on street.
Chosen for building of garage the platform should be equal. It is desirable to execute also a certain complex of works on drainage for prevention of bogging or flooding of platforms.

For site drainage it is possible to dig drainage ditches in width about 50 cm and depth not less than 1 m. Ditches are filled with densely stamped building dust or stones to level of a vegetative layer and covered with earth.

Strongly humidified sites can be drained by means of a trench depth to 1 m with the bottom, which has been laid out by crushed clay, generated in the form of a tray. On clay put asbestos-cement pipes in diameter from 10 to 15 cm. On the top part of pipes do kerfs on one third of diameter of a pipe after every 10—15 cm.

After that trenches fill in at first with rubble, then a ground. Dig out at first one trench with a bias that water, which gathers in a pipe laid in trench, could flow out. Then to this channel bring a number lateral in which water from a site also gathers. At a lining of pipes it is necessary to observe size of their bias, which should not exceed 1 cm on 2 m of length of a pipe.

Near to a building site prepare places on which there will be large-sized building materials. Arrange them so that they did not prevent to the further moving and a building.

In advance think over, where you will store small-sized materials, tools and working clothes. For this purpose is better to use a shed in which it is expedient to equip a joiner’s shop.

Now it is possible to start location of the plan of garage. For this purpose on a place where there will be a garage, completely remove a vegetative ground. Then transfer on a site intended under building, the garage plan in the natural sizes, using for this purpose the goniometric tool, tape measure, a cord and wooden stakes.

Location begins with definition on district of extreme angular points of a construction dimension. The recommended sizes 3,850 X 5,500 m. By means of pulled on profile a cord carry out location of axes of the bases under bearing walls.

Profile is usually arranged from the stakes driven in the earth in the thickness of 12-14 cm to which at height 75 — 100 cm from earth level are beaten boards on an edge. The thickness of a board 2,5 and width is 16-18 cm. At installation of profile the topside of a board verify on level that it was strictly horizontal.

You should establish profile on distance not less than 1,5 m from external sides of future walls that digging of tranches under the base has not led to its collapse. Profile is possible to arrange continuous, on all perimeter of walls, or faltering — at four corners of garage.

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Mastic materials are bitumen and tarry substances, which consist of similar filling. They will be necessary for gluing of rolled roofing materials, and also for a waterproofing.

Rolled materials — glassing paper, ruberoid, and roofing felt. By base forms they can be:

1. On a cardboard basis — roofing felt, ruberoid.
2. On a glass basis — glass ruberoid.
3. On the basis of a foil.
4. On the basis of an asbestine paper — sarking.

Besides, they share by the form powders.

1. Materials with coarse-grained powder.
2. Materials with fine-grained powder.
3. Materials with pulverulent powder.

Rolled materials stick together or pasted to a basis by means of binding materials, which can be bitumen, tarry and also polymeric.

For a covering of a garage roof it is possible to use roofing slate. It happens painted and unpainted, flat, and also wavy.

Sheet steel. This material is not applied for a roof covering. From this material are usually made ridgy elements, pipes for rainwater diversion.

Mineral wool is a heat-insulating material, which consists from thin vitriform fibres. It process in products: floor-mats, semi fixed and rigid slabs on synthetic or bitumen binding, because its application in the pure state is complicated.

Finishing materials will be required to you for carrying out of painting, plaster, glass and many other works.

Materials for field painting. For dabbing of garage you can use oil-based, water-based paint and enamel paints, oil varnishes, drying oil, solvents, glue, abrasive cloth and blue copperas. Oil-based paints represent dense enough mix of building paints with drying oil. You can buy them in shop; they are issued ready to application. Term of oil-based paints drying is 24 hours.

Water-based paints possess high adhesion to different surfaces thanks to what it is possible to paint almost any damp and dry surfaces. Enamel paints will be useful to you for internal painting and decorating.

In comparison with oil-based paints the enamel dry up faster and add shine to surfaces.

Oil varnishes are applied to a covering of surfaces. They are dry up for 48 hours. Drying oil is necessary for diluting of oil paints, preparation of filling colour, patching materials etc. Time of drying of waterproof varnish is 24 hours. Solvents are a gasoline, turpentine and some, other which are used for dilution of oil paints. Glue is required for pasting of wooden details, manufacturing of filling colours, patching materials and paints.

Abrasive cloths are applied for scraping surfaces and stopping. Blue copperas is necessary for preparation of vitriolic first coats.

Building of garage is very serious and difficult task, and if you are not rather good specialist in this area, it is better to find professional builders. In this case, your garage will bring you pleasure in future.

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The characteristic of last variant of building can be received directly from consideration of separate parts — monolithic concrete and modular elements — and is defined by a communication quality of modular designs with monolithic concrete. Such mixed way of building is recommended to apply when:

There are preconditions for modular building, i.e. transportation and installation of great number identical elements is possible;

Advantages of monolithic concrete, for example seamless overlapping can successfully supplement advantages of modular designs, for example, to promote reduction of building terms.

At a choice of variants from a great number of the offered decisions concerning by a way of building «monolithic concrete — modular elements», start with conditions of building and necessity to erect from modular elements some parts of buildings. In usual slabby braced overlapping, they are auxiliary beams, which take place through in appropriate way the prepared timbering of the main beams and build in it. It is possible to consider as the further step to this direction use of composite columns and main beams while overlapping, stages and staircases are carried out from monolithic concrete. Expenses for a timbering of overlapping as they lean against beams which buildings in a stage perceive loading from stacked concrete are thus reduced.

In most cases more economic is replacement of a timbering overlapping with composite concrete plates with thickness of 4 cm, strong enough in the static relation. These plates not only serve as a support for armature, but also in final position, after concrete packing, raise bearing ability of overlapping.

Other possible variants as the mixed way of building has advantages before erection of buildings from monolithic concrete are worthy also, providing reduction of building terms, and prefabrication installation, creating possibility of seamless overlapping reception without a finish coat.

It is necessary to give special attention to the device of deformation seams. Their number depends on length of a building. It is known that linear deformations arise under the influence of temperature, and in the ferro-concrete designs, which have been especially preliminary strained, — also under contraction and creep. Usually in monolithic constructions are arranged deformation seams after 30—40 m, and in factory-made — after 40—50 m as in the latter case process partial contraction and creep of concrete begins even before installation of designs.

If it is necessary to increase distance between seams, it is recommended to leave apertures which will be filled with concrete further in monolithic concrete, or to apply special constructive actions, suitable buildings for all ways, for example the device especially flexible, jointed columns. Under such scheme garages with seamless sites in length to 80 m in which center are already constructed holders.

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Stone materials. The basic materials used at building of garage are bricks and stones. They are required to you for a foundation walling and also as fillers of concrete and solutions. Stone materials can be of two kinds: natural local and artificial. Natural local stone materials concern rubble stone, gravel, rubble and sand. A rubble stone are pieces of limestone, dolomite, sandstone and other breeds of a natural stone. Ratchel can be tabular (in the form of tiles) or self-faced. The rubble stone, which is intended for garage building, should be pure, without cracks, stratifications and other defects, and also it should sound a pure sound at blow by a hammer.

Gravel — smooth stones with length from 5 to 80 mm.

Breakstone is received by crushing of rocks. As a filler of concrete and solutions it is more preferable than gravel, because it has stronger linking with cement. Sand can be lake, river or ravine. It is applied to preparation of concrete and solutions. Before sand use it is necessary to wash out and sift it to remove all impurity.

Ceramic both silicate bricks and stones are considered as artificial materials. Ceramic bricks and stones make of clay by formation, drying and the subsequent roasting. Ceramic bricks happen unary and thickened, corpulent and hollow. Stones happen only hollow. At definition of quality of a ceramic brick pay attention to its color and on a tune sounded at blow on it. The qualitative brick has red color and a pure sound, is not scattered on small slices at one blow of a hammer with weight 1 kg or at falling on the firm basis from height of 1,2-1,5 m. Insufficiently burnt brick is defined on light pink color and a deaf sound. Such brick possesses insufficient durability and well absorbs moisture. The burnt through brick (brown color and with a vitriform surface) can be used only at foundation laying. It almost does not absorb water. Silicate bricks and stones are produced from a mix of quartz sand, water and lime. Are applied only to a laying of walls, columns and partitions. They cannot be used at a foundation laying and erection of walls at high humidity.

If you are going to build garage yourself, you should be very attentive and serious about this question, because your and your car’s safe depends on your skills.

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Soil conditions are defined by trial drilling that allows establishing necessity small or deep foundation of the base.

For economic reasons it is necessary to prefer the separate bases of shallow foundation. As cost of the bases does not almost depend on number of points loading of transfer, there is a freedom in choosing of step columns. The deep foundation, as a rule, is carried out in the form of pile foundation grillage.

Depending on size of loadings piles from monolithic concrete or chisel piles, which can perceive loading from 40 to 1000 ton are suitable driven piles. Chisel piles are carried out only when their number is insignificant or shock loadings should be excluded.

Before to make the decision on type of the pile base, it is necessary to check up possibility of replacement of a ground in the building basis that at a small thickness of not bearing layers it can appear more economic.

The choice of the bases depends also on construction type. The construction with a steel skeleton less sensitively to deposits, than prefabrication, and the last, in turn, transfers non-uniform deformations, than monolithic is better. In areas of mountain developments this question plays rather important role and in certain cases forces to apply such designs of the bases, which allow to regulate position of columns further.

Level of ground waters influences a design of the bases only in a case of constructions deepening below earth level; in small constructions at insignificant hydrostatic pressure it is necessary to apply, at least, water-proof concrete. At the device of a waterproof damp course and accompanying works, such as packing of the bottom concrete layer, installation of a protective brick wall and sheeting drawing, considerably increases cost of the bases, therefore necessity of such decision it is necessary to prove carefully. Usually recognize that garage cannot be absolutely dry, and some part of the moisture, which has got inside, leaves further by means of ventilation.

Besides, it is necessary to check stability of a construction to emersion, especially in an installation stage to prevent damage of not finished construction. It is necessary to pay also attention to possible aggressive influence of a ground and water and to provide special actions against it, for example thicker protective layer at the steel elements, special cement, polymeric foil and other protection frames of concrete.

As foundation ditches of underground garages only in rare cases can have unfixed escarp, there is a problem in a choice of the most expedient walls design perceiving necessary hydrostatic pressure. The economic decision can be received, for example, in case of application multiple-splined walls or walls from stuffed piles which serve not only for escarp fastening, but should be a component of the basic construction.

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Mechanical devices, including their mobile parts and a bearing skeleton, are almost always carried out from steel.

The important precondition is the complex account of all features of work of a construction prior to the beginning of manufacturing of steel designs at factory. Modification of a design though does not cause technical problems, however interrupts process of serial output, leads to additional expenses of time and raises a project cost.

During manufacturing of designs at factory can already be carried out preparatory works on the place of building. It is expedient to begin bringing and installation of designs only when all details are already ready. Existing elevating mechanisms (truck cranes, tower cranes) and techniques of connection of designs provide their fast erection without negative influences on the environment, constructions and transport, which are located near the building. On very close building sites, for example in the city center, delivered large details can be established in the necessary position directly from the crane. Thus necessity for intermediate warehousing disappears and the number of lifting on a building site decreases, exact observance of terms and an installation rhythm however is required.

The sizes of large details are constructed by elevating mechanisms, and also the chosen vehicles and access roads (the open or curvilinear sites). In standard cases the length of elements should not exceed 20 m, width of 3,5-4 m, height of 3 m.

At manufacturing of bearing structures of open garages from steel it is possible to refuse the device of fire-prevention protective facing. In all other cases as recommended protective actions such as: concrete casting of columns and beams; at the corresponding constructive decision, for example installation of ferro-concrete elements with rigid armature, bearing ability of a construction raises; daubing: cement plaster with vermiculite, perlite or asbestos, cast plaster or modular shaped details and plates are applied; drawing on beams and columns of fire-resistant coverings, including foaming under the influence of heat; protection of support of coverings and beams with finish coat (plaster, plates); application of sprinkling installations and water hoses.

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It is natural that considerable reduction of terms of building as at monolithic, and modular designs conducts to growth of expenses owing to the raised expense of a timbering that is not counterbalanced by decrease in amortization of the equipment.

The distance between columns is defined by constructive possibilities of monolithic concrete. Usually columns, are carried out in the form of a uniform element in height to 25 m with consoles on each floor for packing of longitudinal and cross-section beams which is established in the prepared sleeves of the bases, is leveled and filled in with a solution.

As bearing designs of one direction beams with usual or preliminary intense armature span of 4,2-9,2 m across which stack ridge plates in length to 16,5 m with one are applied, and it is better two edges. Plates lean against the consoles, which are passing on all length of beams.

If a ridge plate is divided into a beam and a plate there is a system from the main and minor beams with uniaxially reinforced plates, which incorporate among themselves in a spatial design and are filled in with concrete. Despite aspiration to manufacturing split-hair accuracy quite often there are great difficulties in reception of horizontal planes. Therefore, especially at application of ridge plates of the big span, it has appeared expedient to put in concrete at sides of plates short steel sheets. After packing of plates these sheets weld that not only levels differences on height of plates, but allows to transform overlapping into a hard disk, capable to transfer horizontal loadings on support more effectively, than at pouring of seams by a solution. On overlapping from modular elements it is recommended to stack finish coat, raising density of seams.

Modular designs are suitable for a construction of direct stages; screw stages basically are carried out by the monolithic. The question on manufacturing of modular staircases was considered also. However as staircases often serve for rigidity maintenance on wind loadings and should perceive horizontal loadings and in the course of building, does not remain other choice, as application of monolithic concrete whenever possible in a sliding timbering — for reduction of duration of building.

If stability of a building in the course of building is insufficient, it is recommended to apply easy steel framework, it’s elements after the building termination can be again used for erection of other buildings. Advantage of modular ferro-concrete designs in comparison with monolithic is possibility of reception of almost all elements with purely processed external surface as line factory process of manufacturing of products demands use of steel forms or dressed wooden decking.

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The correct organization of parkings is most an acute problem as movement expectation in a stopper we still can understand, but where to stay the car, if it is very difficult to find place for it. Use of open parking, both on paid, and on a limitless basis can become the decision. However and in this case there are nuances. It is not very pleasant to leave your car on the parking as they are opened and do not protect the car from precipitation and other natural, negative influences. Protected parking places are only a temporary shelter for the car to which is necessary own house in the form of convenient and strong garage.

The arrangement of garages can be absolutely various. Naturally, ideal variant is a direct affinity to the house or locating directly in it. For the sake of justice it would be desirable to notice that in the conditions of a city building of garages not so easy idea the matter is that, already designated problem of absence of a place, and for countryside is an excellent decision.

The garage first of all should be capacious and convenient, and also sustained in the general style with the basic structures. In garage always there is a possibility to make necessary operations with the car. Besides, the best protection against weather cataclysms simply does not exist. Strong flaws, storm rains and plentiful snowfalls are not a problem to brick or concrete walls of garage. Whether it is necessary to say that the garage is a reliable protection against car thieves.

Convenience of entrance to garage is defined by a design of gate, which can be as rolled, sliding and elevating. Gate by means of special device allow the driver to open modern systems, without leaving the car.

Easy, but strong canopies for a car are modern city alternative to garages. Ease of installation and dismantling works transforms canopies into the actual decision of a problem of parking in the conditions of a city. Modern materials allow creating products with the valuable operational qualities which cost is quite democratic. Canopies for motor transport is a protection against a rain, snow and hailstones, and also from vandalism. Not a secret that big cities are simply overflowed by motor transport. For this reason at creation of parking spaces so the competent decision of the good owner is important.

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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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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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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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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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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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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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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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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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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 lift principle is applied to moving both in horizontal, and in a vertical direction. In the elementary case separate boxes or platforms are suspended on chain polyspast (the garage lift). In other variants the combined decisions in the form of the platforms moving on directing on rollers, with the feeder working by a principle of the tape conveyor is used. Each platform moves on lateral directing on two spherical rollers established in a forward part. The system is put in action by electric motors through transfer to the feeder, entering in lateral pin gearing on each platform. The feeder consists basically of four one-port levers located in the form of a parallelogram. This mechanism submits platforms from the bottom level on top or on the contrary. Such system easily gives in to an all-around automation and not enough area demands. Therefore it is recommended to apply it, first of all, there where available are only small platforms: in cellars, in internal and light courtyard, on intermediate floors, coverings or in ruptures between buildings. Certainly, it is possible to construct the combined garage made of separate cells where for transportation of cars along with the lift usual lifts are used also. However transitions from lifts on the closed horizontal tape of the lift reduce further speed of installation of the car on parking. The device one over another of the direct conveyors put in action by the special elevating mechanism can avoid it. At entrance to garage the car is established on a platform. Then the mechanical device automatically transports a platform with the car in the beginning in a vertical direction to level of that tape conveyor where there is a storage empty seat, and then — in a horizontal direction. It is possible to place some circles one over another, above or below level of the earth and thus to receive land or underground garage. In both cases stages are not necessary, and the construction as a whole is rather economic under the area expense.

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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 knowledge quickly enhances the quality of our life.

That is why if you are properly armed with the information in your sphere of interest you can rest assured that you will always find the way out from any bad situation. So, please make sure to visit this web site on a regular basis or – the easiest way to take care of it – sign up to its RSS. In such an easy way you will have your hand on the pulse of the latest info updates here. Blogging can be helpful, you just need to understand how to use them.

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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.

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If you need car garage – this site will help. Lots of samples of car garage products and direct access to the car garage sellers. All contact info on the site.

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 knowledge makes life easier.

Due to this if you are properly armed with the info in your sphere of interest you can be sure that you will always find the way out from any bad situation. So, please make sure to visit this blog on a regular basis or – the easiest way to take care of it – sign up to its RSS feed. Thus you will have a direct shortcut to the freshest informational updates here. Blogging can be helpful, you just need to understand how to use them.