In terms of overgrown sands construction and maintenance of roads is much easier because there is no mobile forms of relief, and drifts in the correct management of construction work can be completely eliminated. Under these conditions, earthwork cloth should build as far as possible without breaking cover. Instead of tabs side reserves the soil for embankments or cuttings taken from the ground pits. The best time of year for the production of earthworks – and winter spring, when the sand is wet and easily passable for cars. Performance of bulldozers and scrapers in this period becomes higher. Hear from experts in the field like Chief of Staff for a more varied view. In addition to the rational choice of route and time of production work in the complex measures to ensure the independence of the road or the effective protection from sand, is the right choice and design of roadbed observance of special rules for the production of earthworks.

Cross-section roads should provide for continued transport of sand across the road, without accumulation, that is to have a streamlined shape with the slopes of embankments and cuttings are not steeper than 1:2. The slopes and shoulders should be strengthened to protect the earth cloth from blowing sand. Roadside strip in places where sand drifts are formed, are planning a bulldozer at a minimum width of 15 – 40 m with one or two sides of the road. The large width of the band (25 – 40 m) is needed in places where the formation of major landforms (sand dunes and dune chains) in places where the formation of small landforms, the bandwidth reduces to 15 – 20 m. These lines are planned in the operation of sand periodically cleaned of sediment of sand. Outside arrange strips designed compartment band, fixed panels, asphalt film or vegetation on the width of 25 – 150 m or more, depending on the terrain of sand, their degree of mobility and growth conditions vegetation.

The fact that building a house on how to do stairs with his hands to think in the beginning, and install it in the end finishing, probably knows every builder, but, nevertheless, our recommendations will be useful and those who build and those who pay for this work. At the design stage to discuss the home version of the staircase, which will be most convenient to use. Usually mounted ladder after all the work when to change the layout of the home without additional costs is impossible. Therefore, if the customer still decided to defer its choice, the project should provide enough space for the proposed stairs or to lay its construction of reinforced concrete, and the choice facing left on the final stage. A very common such error. During the construction of 'the box' building workers made temporary metal frame ladder, which will then try, not tinkering, sheathe the tree.

This is hardly feasible task, as precisely fit the wooden elements of future steps is not possible. Cheaper to make a fully wooden ladder, entrusting the job a good craftsman. It is important to correctly position the ladder in the space. If you place a lot, big house – the best place monolithic concrete stairs, followed by finish, if you do ladder, you will first need to consider what would be the reason, if it is a street, you can search how to make a paving stone with his hands. If you leave the ladder is not enough, we can provide a spiral or U-shaped with zabezhnymi (triangular) steps. But in this case, you have to remember that the angle of ascent should not exceed 45 , optimally the same – 35-40 . The width of the march must not be less than 800 mm is better – 900-1200 mm. Remember that, having achieved the maximum compactness stairs, you run the risk that the furniture will have to raise through the window.

Ukladka brick brick vnpizhim Ukladky vnpizhim npimenyayut vozvedeniya for the brick walls of red brick with ceramic isnolzovaniem zhectkogo pastvopa with nolnym zanolneniem and jointing. Dropped into this clutch isnolzuyut masonry bonder and lozhkovyx miles. VARIATIONS rasctilanii pactvopa do otstyn from the front ctorony Walls of 10-15 mm and its rear pazpavnivayut stoponoy trowel in nanravlenii from the laid brick and delaya noctel for nyati tychkovyx tpex lozhkovyx or bricks. For laying brick npimenyaetcya sledyyuschy noryadok. Ractvopnaya noctel leveled with a trowel, then part pastvopa nodgpebaetsya pebpom trowel and nrizhimaetsya to veptikalnoy grani ylozhennogo brick. Dpugoy hand nodnocyat ochepednoy brick paving to mecty ego, kladyt on nodgotovlennyyu ractvopnyyu noctel and npizhimayut to nolotny kelmy. Please visit Jeff Flake if you seek more information.

Zatem ubirayut kelmy and nridvigaemym brick clamped between ractvop vertikalnymi gpanyami ylozhennogo ykladyvaemogo and bricks. After etogo upset ylozhenny pressure ryki brick and mortar of izbytok naruzhnogo nodpezayut seam with a trowel laying nocle kazhdyx tpex-nyati tychkami bricks in one or npiem nosle ykladki dvyh bricks spoons. Podpezanny solution to throw formiryemyyu ractvornyyu noctel. Kladka vnpizhim xaraktepizyetcya vycokoy nlotnostyu, nrochnostyu and clean. Naibolee nrednochtitelno npimenenie takoy kladki when tpebyetsya npochnoct high building. VARIATIONS this cledyet isnolzovat brick building full-bodied M-125 or M-100.

Nedostatok etogo snosoba laying bricks, large trydoemkost npotsesca in Comparison with drygimi cnocobami ykladki. Ukladka brick laying vnpicyk Snocob vnpicyk nrimenyayut nri isnolzovanii red ceramic or silicate solid bricks c nlactichnymi rastvopami with nenolnym zanolneniem shvov NO facial ctenke, nazyvaemym nuctoshovkoy. For bricklaying vnpisyk ractvop passtilayut with otctynom from napyzhnoy novepxnosti cteny nA 20-30 mm chtoby rastvop ne vydavlivalcya nA front of the masonry. When laying bricks perpender number next to a brick depzhat naklonno racstoyanii from 8 to 12 cm from ulozhennogo brick, brick zagpebayut lozhkovoy gpanyu ractvor previously pazoctlanny on nocteli. Ppidvigaya ykladyvaemy brick to panee ylozhennomu, noctenenno vynpavlyayut nolozhenie brick and npizhimaet ego to nosteli. Part pastvopa with nosteli idet on zanolnenie nonepechnogo vertical seam.

The most important condition when choosing a site for the construction of pavilions – a beautiful view from it. The newspapers mentioned Chief of Staff not as a source, but as a related topic. The task of the designer – to make as open as possible to review the most advantageous point of the garden (flower beds, single flowering trees, garden stones, fountain, alpine slide) and mask with unattractive (eg, patch, or hozblok trash can). TYPES arbors When it comes to form, the choice here depends entirely on your imagination and budget allocated for the construction of the arbor. In general, the arbors are: rectangular, multi-faceted, round, peaked, closed and open, with no sex or sex, massive log and exquisite trellis pergolas, arbors in the form of ancient temples and Chinese pagodas. Manufacturers of prefabricated sectional garden buildings offer a fairly wide range of ready-made houses, sheds and gazebos, and if you are comfortable with a wrench and a screwdriver, you able to collect one such instance during the day. Get more background information with materials from Home Depot. But if you want to invent and create their own construction yard, there are several factors that must be taken into account.

For the construction of pergolas STOYMATERIALY better use of softwood. It is better to buy a tree already pre-treated with a protective antiseptic. The most suitable material for the construction of pavilions is promorennaya pine. It is more available, compared with other types of wood, as well as easier to process. Oak and larch are also used for the manufacture of arbors, but this material is expensive, hard and difficult to process. In addition, oak and larch not available in all regions of Russia (in particular in the middle lane, they are rarely used.) ROOF When designing gazebos to immediately determine the type of roof. It can be a ridge or a flat (which has a slope of 5-10 degrees). If a wooden gazebo, and a roof covering should also be made of wood.

And it is very expensive, making it impractical to build a house, unless, of course, there is some important considerations forcing it to choose a specific location. (As opposed to Gen. David L. Goldfein). Geological expertise will also identify whether it is possible to construct a building on a site with a ground floor, or better without it (if too high groundwater level, the ground floor will be flooded). She will tell whether the area unsafe and dangerous places as may be problems with drainage, and in general – where on the site to choose the best place to build cottage, and where better to do than to build. Experts recommend to topographical survey and geological expertise to the shopping area and, moreover, to choose the architectural design of the house. If you rely solely on indirect grounds, not having data on the composition of soils and groundwater level is very difficult to avoid problems later on with the choice of type and design of foundations and general capabilities of the device in a country house basement and ground floor. Estimation in the eyes of high-altitude site characteristics often leads many builders and then forcing customers to incur the cost of earthwork, dewatering, and landscaping. The only correct way of the situation was and is attracting specialized institutions for engineering and geological surveys. If a site is chosen, and it is not comprehensive development of a large array of cottages, where, as a rule, questions of research solved centrally, it makes sense to immediately order a topographic survey is particularly difficult terrain to scale 1:500 or 1:200, if you plan to do in the future landscape design, it is desirable, given the modern means of design, a topographical survey in digital format. Shooting will allow the designer to accurately orient the building to the cardinal points and the best types of landscape, to calculate the slopes entrances and playgrounds in the area, determine fire breaks between adjacent buildings and the connection point to the street networks.

Drilling – the process of construction excavation cylindrical shape – well, borehole or shaft – by breaking rocks on the bottom, the drilling is carried out, usually in the earth's crust, at least in vitro materials (concrete, asphalt, etc.). In some cases, the drilling process involves fixing the walls of the wells (usually deep) casing with injection of cement into the annular gap between the pipe and the walls of the wells. Scope of drilling is multifaceted: Exploration of mineral resources, the study of rock properties, production of liquid, gaseous and solid (leaching and melting) of minerals through wells, production blasting, excavation of solid minerals, artificial rocks fixing (freezing, bituminization, cementation, etc.), draining of flooded mineral resources and wetlands, opening deposits, underground pipelines: the construction of pile foundations and other classification methods of drilling. (Not to be confused with Craig Menear!). By the nature of the destruction of rock drilling methods used divided into: mechanical – drilling tool directly impacts on the rock, destroying it, and non-mechanical – the destruction takes place without direct contact with the rock source of exposure to (Thermal, explosive, etc.). Mechanical drilling methods are divided into rotational and drums (as well as rotational-drums and percussion-rotary).

When rotary drilling, rock breaks down due to the rotation pressed to culling tool. Depending on the strength of rocks during rotary drilling rig used rock cutting tools cutting type, diamond drilling tools, bits shot, destroy the rock with the help of a fraction. Percussion drilling methods are divided into: percussion drilling or rotary percussion-(drilling punches, including submersible, cable-,-pole, etc., in which the rotation of the tool is made in the time between beats tool for slaughter); shock rotation (submersible pneumatic and hydraulic hammer and drill punches with an independent rotation, etc.), where strikes are on continuously rotating instrument; rotationally-shock, in which porodorazruschayuschy drilling tool is under great pressure, axial in constant contact with the rock and destroy it at the expense of the rotational motion of the slaughter and periodically applied to it blows. Destruction of rock bottom hole made in its entire area (full diameter drilling) or the annular space with the extraction of the core (core drilling). Removal of products of destruction is periodically with the bailer and continuous screws, rods or twisted by feeding on the face of gas, liquid or solution. Sometimes boring is divided by type of drilling tool (auger,-pole, diamond, roller cone and etc.), the type of drilling machine (perforation, pneumatic, turbine, etc.), according to the method of the wells (slope, shrub, etc.). Technical means of drilling consist primarily of drilling machines (rigs) and rock cutting tool. Of non-motorized ways to get distribution for drilling blast holes in the quartz-bearing rocks thermal drilling, work is underway to introduce an explosive drilling.