The article presents the results and methods of studying the rheological properties of fine-grained concrete mixtures with various additives, as well as the regression equation obtained by calculations using the apparatus of mathematical analysis, which shows the significance of the parameters included in the process of compaction of the ICZB. These data are necessary for the correct design and selection of sealing mechanisms in order to obtain the design physical and mechanical properties of ICZB. In many regions of the world there is an acute shortage of high-quality raw materials for large aggregate in conventional concrete, which necessitates its transportation over distances from 400 to 1000 km. In this regard, the cost of one cubic meter of coarse aggregate in many regions is 2-3 or more times higher than the cost of sand, the deposits of which are more common. In addition, obtaining the desired fractions of quality aggregates requires artificial addition and fractionation of the resulting granules. The experience of using ICZB for the manufacture of parts and structures at the plants of ZHBK gave positive results, but in mass construction (hydraulic), he did not get spread due to insufficient study of physical and mechanical properties, weak efficiency of existing vibration equipment, insufficient development of new technological equipment for laying and sealing. In this regard, we believe that the research aimed at studying the physical and mechanical properties of ICZB and the further development of technological equipment, methods of laying and sealing for their widespread implementation, determine the relevance of this problem.

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In modern construction, glued wood is used mainly by Scandinavian countries, Canada, the USA and Russia. It is rational to use glued wood not only in low-rise housing construction, but also as supporting and protecting structures of large-span public buildings. Large-span glued wooden structures have become popular in modern construction and are widely used for public buildings with spans of 18 meters or more. In the practice of building Western countries with significant reserves of wood, sports facilities, exhibition halls, cinemas and other entertainment buildings are being built from glued wood. According to the condition of transportation, a lengthy beam, frame or truss must be made of two or three elements, and then connected at the construction site into a single structure. The use of mechanical fasteners in the form of bolts is not always possible due to significant compliance, including due to thermal expansion of the metal in a harshly continental climate, for example, in Kazakhstan and under fire safety conditions, when metal parts quickly lose their bearing capacity. Significant deformations occurring in the nodes can cause a redistribution of forces in the elements and as a result lead to the destruction of the structure. To create a durable rigid joint of glued wood constructions, the joints on the reinforcing rods glued under the inclinations to the fibers are used, which, as practice shows, ensure high reliability, durability and low compliance. This article discusses the technology of gluing reinforcing rods into wood to solve large-span structures and their welding. On the basis of experimental scientific studies, the sequence of the necessary technological processes for obtaining a durable, reliable and high-quality glue joint between the rod and wood and the possibility of welding the reinforcing rods glued to the wood with a connecting piece are shown. In this study, various variants of the joints of maple structures, where it is possible to use the welding of its elements, are carried out.