The article considers some of software complexes for building master plan visualization as a whole and its components. Special focus is on possibility of increasing quality of design performance and wider number of technically unskilled users.

This article presents definition and stages of pressure method of concreting piles, shows the main technological parameters of concreting pressure method.

Antropotechnology is capable of normalizing the processes of human physiological adaptation to those kinds of activity and this resultant-situational outline, in which this person is forced to stay and for which he is forced to adapt. This might be done, if we detect methodologies of constructing his parity☼, in which his personal interests lay, from arbitrary fixation of these interests. In the 1990’s, in the methodological school of N.A.Tsvetkov, interests have been fixated as preparations, and the parities have been made regarding those preparations.

This article studies modern software packages used in drawing construction master plans and their elements. A special emphasis is placed on increasing the level of design works, improving their quality, and expanding the community of technically unskilled users. The article describes approaches to solving the task of visualization of organizational and technological solutions and gives a comparative analysis thereof. It presents a visualization diagram of an organizational and technological solution for the construction of a building. It also highlights the most promising direction in graphic modeling of a construction process for buildings and structures with visualization seen as the most objective solution to address the assigned task.

Economic indicators of construction production are directly related to the choice of the optimal number of machines. The lack of machines for the production of construction and installation works leads to the impossibility of their implementation in the directive period. The pace of construction and installation work and labor productivity depend, to a large extent, on the degree of provision of construction facilities with machines (level of labor mechanization). The article considers the calculations of the need for construction machines for the building site, trust and the ministry. When determining the need for machines for construction sites, it is necessary to take into account ensuring the execution of works in the planned timeframe, increasing the level of complex mechanization, increasing labor productivity and reducing manual work, improving the use of the machine park and their operation. The article presents a consistent set of formulas that must be used when choosing construction machines and determining their number.