RU2360075C2 - Method of building-up of houses and industrial buildings from building blocks and wall reinforced concrete slabs and device for its implementation - Google Patents

Abstract

FIELD: construction.

SUBSTANCE: method presupposes basement floors decking, making external walls from building blocks with bearing and facing layer with installed in between discrete couplings in the form of glass-reinforced plastic or metallic reinforcement, insulator. Thereat discrete couplings in the form of composite of one-piece T-shaped rods are arranged in the masonwork of the bearing layer; then internal walls of reinforced concrete slabs are built-up at the level of installation of couplings, rods are joined to the embedded parts whereof, thereat at first, external wall of the building is built-up along the perimetre up to the one floor height, thereafter internal wall reinforced concrete slabs are assembled, then internal partition walls are assembled, thereafter seams in the joint connections of reinforced concrete slabs and internal partition walls with external walls are sealed with expended clay-concrete and/or concrete, and in the couplings of wall reinforced concrete slabs with internal partition walls and between each other with expended clay-concrete or concrete or with construction mortar. Building-up method is implemented by means of devices for check out and temporal fastening of wall reinforced concrete slabs and for assembly of internal partition walls of the building. Description of devices for check out and temporal fastening of wall slabs during assembly and of the device for the assembly of internal partition walls is provided.

EFFECT: construction reliability and high constructability in general.

10 cl, 8 dwg

Description

The invention relates to the field of construction and is intended for the construction of residential buildings and industrial premises.

From the technical level by the method of analogues and prototype not identified.

A device for temporary mounting wall panels [and.with. No. 502107, declared 09/07/1973], including a forks with an emphasis, a clamping device in the form of a rod and a fixing screw with a nut, while one cheek of the forks is made with a slot in which a clamping rod is pivotally connected to the nut of the fixing screw.

A disadvantage of the known device is the complexity of the design, the lack of adjustment (alignment) of the panel relative to the vertical, from the description it is not clear why the device itself is attached and fixed.

Known brace for temporary fixing and installation in the design position of the wall panels during the installation of large-panel buildings [and.with. No. 266184, declared 01/30/1968], including a rod with a shrink disk, upper and lower grippers, while its upper gripper is made with a hook rigidly connected to the pipe, inside of which there is a spring-loaded slider with a beveled face with a shank, on the free end of which a stop is mounted, interacting with a handle pivotally mounted on the rod.

A disadvantage of the known device is the complexity of the design, as well as the need for a mounting hole in the ceiling, and the upper grip is attached only to the mounting loop of the wall panels, which with a certain arrangement of panels complicates their installation.

Closest to the claimed device for mounting wall reinforced concrete panels is a device for aligning and temporarily securing wall panels during installation [a.s. No. 1728445, declared 07.26.1990], which contains a base fixed to the mounting horizon by means of an anchor grip, a strut with a stop device connected by a movable element, movable in the horizontal plane by a tension screw, while the stop device is made in the form of a rotary plate with a two-way locking screw and conical struts pivotally connected to a movable element, in the form of a frame with guides passed through the brackets of the anchor grip, and the base is equipped with a removable beam with grooves and installed in them onusoobraznymi retainers.

The disadvantage of the prototype is the complexity of the design, metal consumption, the need for anchoring to the mounting horizon limits the free movement of this device horizontally, while the design of the upper end of the strut allows you to mount it only at the locations of the mounting loops of the wall panels.

Closest to the claimed device for mounting internal partitions is a device for mounting wall panels [a.s. No. 1317079, declared 12/27/1985], comprising a support element with a hollow rack for an L-shaped grip of the panel and fixing devices, the grip being mounted inside the rack freely, with the ability to move along it and rotate, and equipped with a handle, and the hollow rack is made with a L-shaped groove, through which the gripping handle is equipped, equipped with a clamp, while the fixing devices are located in the upper and lower parts of the rack.

The disadvantage of the prototype is the design complexity, since the need for anchoring to the mounting horizon limits the free movement of this device horizontally.

The objective of the developed method for the construction of residential and industrial buildings is to reduce the construction time, increase manufacturability during construction and installation works.

Technical results that can be obtained using the claimed invention are as follows:

for the method of construction of residential and industrial buildings from wall stones and wall reinforced concrete panels:

- reduction of construction time;

- increase in productivity;

- improving the quality of installation;

- reduction of energy intensity of the technological process;

- increased resistance to dynamic loads;

for the device:

- ease of operation;

- low material consumption;

- small dimensions;

- elimination of the need for maintenance and repair.

The solution of this problem and the achievement of the above results became possible:

for the method of construction of residential and industrial buildings from wall stones and wall reinforced concrete panels, including flooring of basement floors, installation of external walls, installation of internal walls, installation of internal partitions, connection of external and internal walls with discrete connections, where the masonry of external walls is made of wall stones with the carrier and facing layer with the installation of discrete connections between them in the form of fiberglass and / or metal reinforcement, insulation, while in the masonry of the carrier layer mounted discre ties in the form of rods, then, at the level of installation of these ties, they install the inner walls of reinforced concrete wall panels, the rods are connected to the embedded parts, first the outer wall is laid along the perimeter of the building to the floor height, then the inner reinforced concrete wall panels are mounted, aligned and subsequent fixation of the design position which is carried out using the inventive device, then the internal partitions are mounted, and then the joints are closed in the nodal joints of the wall reinforced concrete panels and internal partitions with external walls of expanded clay concrete and / or concrete, and in compounds of wall reinforced concrete panels with internal walls and between themselves expanded clay concrete and / or concrete or mortar. In this case, the laying of external walls and the installation of internal wall reinforced concrete panels are performed frontally, and the direction of construction is performed along the width and / or length of the building. Discrete connections for connecting the outer walls with the inner wall of reinforced concrete panels are T-shaped in the form of composite rods and / or a solid rod and laid between the seams of wall stones in the bearing layer of the outer wall, while in the places of such joints in the bearing layer, a groove is not wide less than the thickness of the inner wall of reinforced concrete panels and a depth of not more than half the thickness of the bearing layer of the masonry of the outer wall, and the rods and / or rod is used with a cylindrical and / or multifaceted right or wrong nym section and operate the surface smooth and / or ribbed. In this case, the T-shaped discrete connections for connecting the outer walls and the inner wall of reinforced concrete panels contain at least one rod, and in relation to the height in the outer wall these connections are placed in at least two places and are made in a horizontal plane in a straight and / or curvilinear fashion, symmetrically and / or asymmetrically with respect to the middle of the groove in the carrier layer; in the vertical plane, these bonds are made with an angle of bending of less than 90 ° in absolute value relative to the longitudinal axis of the discrete bond. To install discrete T-shaped connections in the form of a rod and / or rods to embedded parts of internal wall reinforced concrete panels, a welding connection and / or threaded connection and / or anchor fastening are used, while embedded parts are used in the form of a rectangular section and / or profile angle , and / or U-shaped profile in cross section. Moreover, first they install internal wall reinforced concrete panels throughout the building in the design position using the claimed device, then erect the external walls around the perimeter of the building, then connect the external walls to the internal wall reinforced concrete panels using discrete T-shaped joints, seal the joints in the joints with expanded clay concrete and / or concrete, after which the inventive device is dismantled, the internal partitions are mounted and the joints are closed in joints with these partitions itelnym mortar or concrete. In the case of the use of casting insulation, the masonry of wall stones of the facing and bearing layers of the outer wall of the building is performed simultaneously or alternately, first the facing layer, then the carrier or bearing layer, and then the facing;

for a device for aligning and temporarily securing wall panels during installation, including a base fixed to the mounting horizon, a strut with a thrust device in the form of a bracket, a screw pair, where the base is a concrete body moving in a predetermined direction along the mounting horizon and in which eyelets are made for attaching the lower strut hook, while the upper strut hook is attached to the mounting hole in the bracket, which is equipped with a fixing screw pair, and the strut is equipped with a shrink disk, retractable th with holes and a clamp for changing its length, while the same holes are made with the corresponding relative position and in the strut. In this case, the mounting holes of the bracket and the holes for the brace length lock have a cylindrical and / or oval, and / or multifaceted, and / or irregularly shaped cross-section, compatible during assembly of the device;

for a device for mounting internal partitions comprising a support element with a hollow pillar and a fixing device, in which the supporting element is made in the form of a rectangular triangle adjacent to the internal partition of which the leg contains a fixing device in the form of a screw pair with an emphasis, while the screw pair is placed at a height not less than 1/3 of the height of the internal partition, and the opposite leg is equipped with a locking screw or locking rod.

An inventive step is to create a method of erecting residential and industrial buildings from wall stones and reinforced concrete wall panels, which allows using high-tech reinforced concrete wall panels together with masonry of external walls from wall stones, which significantly reduces the construction time of such objects.

The inventive method of construction of residential and industrial buildings reduces the time of construction of the main structural elements, providing the front of work for the next operations. Thus, upon completion of the construction of each subsequent floor on the previous floor, installation of utility networks, windows, doors and finishing operations is started. The inventive method of construction allows the use of various architectural and planning solutions of buildings, which is achieved by using various wall stones both in size and in shape with a multivariate color scheme.

The use of discrete ties in the form of rods for connecting external walls made of wall stones with internal wall reinforced concrete panels increases the building's resistance to dynamic loads. The constructive solution of discrete connections is diverse and allows, depending on the operating conditions of the building, additionally reinforcing the connection of the external walls with the internal wall reinforced concrete panels. The absence of columns, supporting beams and crossbars simplifies the design of the building and reduces its material consumption as a whole.

Devices for the alignment and temporary fixing of wall panels during their installation with the claimed combination of essential features are simple to operate, have a small mass, are mounted anywhere on the installation horizon of floor slabs, and anywhere directly on the wall reinforced concrete panel itself.

The presence of a retractable stand and shrink sleeve, staples and screw pair increases the versatility of the device, allowing it to be used for various sizes of wall panels both in height and in thickness. The use of a concrete body as the basis for fixing the device increases the mobility of installation, providing more convenient conditions for work in a limited space.

The device for mounting internal partitions is distinguished by its simplicity of design with minimal material consumption, ease of use, thanks to the use of only one screw pair, with which they ensure the verticality of the internal partition.

The invention is illustrated by the following figures:

Figure 1. The constructive solution of the proposed method of building construction is depicted, comprising: basement supports, floor slabs, ordinary strapping beams, wall stone cladding, insulation, wall stone layer, fiberglass reinforcement, T-shaped discrete bonds, reinforced concrete wall panels, grooves , embedded parts, connecting plates, concrete body, eyes, strut, mounting holes, upper strut hook, lower strut hook, extendable strut, strut length lock, strut rotation handle sa.

Figure 2. Installation of a device for reconciling and temporarily securing wall panels (section), comprising: basement supports, floor slabs, wall stone support layer, reinforced concrete wall panel, groove, concrete body, eyes, strut, mounting holes, upper strut hook, lower hook strut, retractable stand, bracket, mounting holes of the bracket, screw pair of bracket, handle.

Figure 3. The junction of the outer wall and the inner wall of reinforced concrete panels (section), comprising: a facing layer of wall stone, insulation, a bearing layer of wall stones, a discrete connection of a T-shape, a wall reinforced concrete panel, a groove, embedded parts.

Figure 4. A fragment of the installation of discrete bonds in the outer wall, comprising: a facing layer of wall stone, a bearing layer of wall stones, insulation, fiberglass reinforcement, discrete T-shaped bond, wall reinforced concrete panel, groove, embedded part.

Figure 5. A device for mounting internal partitions, located on the floor slabs, next to the internal partition, comprising: a support base, a screw pair, a stop of a screw pair, a stop, a stop screw.

6. Discrete T-shaped connection (options).

7. A fragment of a device for mounting wall reinforced concrete panels using a strut of a different design; eye, brace, mounting holes, upper brace hook, lower brace hook, extendable stand, bracket, bracket mounting holes, screw pair of braces, handle.

Fig. 8. A device for mounting internal partitions, located on the floor slabs, next to the internal partition, comprising: a support base, a screw pair, a stop of a screw pair, a limit stop, a stopper rod.

The method of construction of residential and industrial buildings, including the main elements: support of the basement 1, floor slabs 2, ordinary strapping beams 3, lintel strapping beams (not shown in the figure), the outer walls of the facing layer 4 in the form of a wall stone, insulation 5 and bearing layer 6 in the form of a wall stone (Figs. 1-4), in which discrete bonds in the form of fiberglass reinforcement 7 and discrete T-shaped bonds 8 in the form of metal rods are installed, wall reinforced concrete panels 9 placed in grooves 10 and connected to aruzhnymi walls (not shown in the figure) and interconnected by means of embedded parts 11 and interconnector plates 12, as in the basic elements of a building 13 includes internal partitions (5) arranged according to the approved design. The inventive method of building buildings is implemented using a device containing: a base in the form of a concrete body 14 with eyes 15, a strut 16 with mounting holes 17, an upper hook 18, a lower hook 19, a retractable stand 20 with holes (not shown in the figure), a length lock 21, a bracket 22 with mounting holes 23, a screw pair 24 with a rotation handle 25, a shrink disk rotation handle 26 (not shown) of the strut 16 (FIGS. 1-2, 7). The vertical alignment of the internal partitions 13 is carried out using a device containing: a rectangular triangle 27, a screw pair 28 with a stop 29, a stopper 30, a locking screw 31 (Fig. 5) or a locking rod 32 (Fig. 8).

1. The method of erecting residential and industrial buildings from wall stones and wall reinforced concrete panels is as follows: on the supports of the basement 1, floor slabs 2 are mounted (Fig. 1), then ordinary strapping beams 3 are installed around the perimeter of the building, after which they are transferred to the construction of the outer walls of wall stones (not shown in the figure), where using a mortar (not shown in the figure), the masonry layer 4 is laid with the masonry seam installed in the appropriate places (in the figures not shown) fiberglass reinforcement 7. A heater 5 is mounted on the fiberglass reinforcement 7 (Figs. 1, 4), after which they begin to erect the carrier layer 6, into the masonry joints of which discrete T-shaped joints 8 in the form of rods are installed at the design mark (figures 1, 3, 4, 6). Thus, the outer walls are erected around the perimeter of the building. Then proceed to the installation of wall reinforced concrete panels 9 (Fig.1-4), which are installed in the grooves 10 of the carrier layer 6 according to the design marks. For vertical alignment and subsequent fixing of the reinforced concrete wall panel 9, a device is used (Figs. 1-2, 7), the bracket 22 of which is fixed in the corresponding position in the upper part of the wall panel 9 by means of a screw pair 24. The upper hook 18 of the strut 16 is fixed in the mounting hole 23 the brackets 22, and the lower hook 19 of the strut 16 is installed in the eye 15 of the concrete body 14, placed on the surface of the floor slabs 2 (Fig.1-2). The vertical installation is carried out by rotating in the corresponding direction of the handle 26 of the strut 16, equipped with a shrink disk (not shown in the figure). Having fixed the wall reinforced concrete panels 9 in the design position, they are connected with discrete T-shaped bonds 8 (Figs. 1, 3, 4, 6) by welding these bonds to the embedded parts 11 of the wall panels 9. The wall reinforced concrete panels 9 are connected to each other carry out the welding of the connecting plates 12 to the embedded parts 11 (figure 1). After fixing the wall reinforced concrete panels 9 throughout the ceiling, proceed with the installation of the internal partitions 13, for vertical alignment and subsequent fixation of which use the device in the form of a rectangular triangle 27 with a screw pair 28 (figure 5). To do this, a rectangular triangle 27 is placed next to the inner partition 13 until it stops against the stop 30, then fixed with a locking screw 31 (Fig. 5) or a locking rod 32 (Fig. 8), abutting it in the slab 2, then set the vertical by rotating in the corresponding direction a screw pair 28 with a stop 29 (figure 5), and finally fix the inner partition 13, connecting the corresponding embedded parts (not shown) to each other. Having placed the internal partitions 13 in the corresponding places along the entire overlap, the joints are sealed in the nodal joints of the wall reinforced concrete panels and internal partitions with the outer walls of expanded clay concrete and / or concrete, and in the joints of the wall reinforced concrete panels with internal partitions and between themselves expanded clay concrete and / or concrete or mortar. Upon completion of which, the laying of floor slabs 2, ordinary strapping beams 3, lintel strapping beams (not shown in the figure) is performed, and the load-bearing walls are again erected from the facing layer 4, the carrier layer 6 and insulation 5, repeating the process as described above.

By installing discrete connections of the T-shaped form 8 in the carrier layer 6 in various quantities and changing the number of embedded parts 11 in the wall reinforced concrete panels 9 (Figs. 1, 3, 4), it is possible to adjust the building's resistance to dynamic loads without interfering with the design of the main elements .

The erection of the external walls of the building before mounting the wall reinforced concrete panels 9 (Figs. 1-4) provides the front of the work for the masons, making it possible to conduct masonry from all sides of the building, without disturbing the view.

Using the device for vertical alignment and subsequent fixation of the wall reinforced concrete panel 9 (Fig.1-2) allows you to fix the panel 9 at any place and regardless of the installation horizon on which the concrete body 14 is installed, having a large number of degrees of freedom. The joint work of the concrete body 14 and the retractable strut 20 strut 16 (Fig.1-2) provides high adaptability of use of the device, which is especially important when used in hard to reach places and limited areas of the building.

The implementation of the claimed method of construction of buildings from wall stones and wall reinforced concrete panels using devices for its implementation improves productivity and installation quality.

The feasibility of the invention is shown by the example of a specific implementation.

Example 1

The construction of residential and industrial buildings from wall stones and wall reinforced concrete panels is as follows. In the beginning, the foundation of the building is erected in accordance with the project. Then, the basement floor supports are formed on the installation horizon of the foundation. At the end of which they begin to lay out the floor slabs and to install ordinary strapping beams around the perimeter of the building being erected. Having filled the joints of the floor slabs with each other and in the joints with the ordinary strapping beams with a mortar, they begin to erect the exterior walls of the building, forming a facing layer of wall stones on the surface of the ordinary strapping beams, while discrete bonds in the form of fiberglass reinforcement are inserted into the masonry joints. Having made, thus, the masonry to the appropriate height, fix the insulation on fiberglass reinforcement. Then carry out the laying of the bearing layer of wall stones, fixing the fiberglass reinforcement in the masonry joints. At the joints of the bearing layer and the wall reinforced concrete panels between the masonry seams of the wall stones, discrete connections are established in the form of rods in accordance with the placement of embedded parts in the wall reinforced concrete panels. Moreover, to connect the outer walls with reinforced concrete wall panels in the carrier layer of the wall, grooves are made. Thus, the outer walls are formed along the perimeter of the building to the entire height of the floor. Then, reinforced concrete wall panels are inserted into the grooves of the bearing layer, preliminary fixation, vertical alignment and final fixation of which are carried out by a device, the bracket of which is attached to the wall panel using a screw pair, then the upper strut hook is connected to the mounting hole of the bracket, the length of the strut is adjusted with the help of a sliding rack and fasten its lower hook to the eye of the concrete body located on the floor slabs. Having fixed the length, they proceed to the vertical alignment, for which they rotate the brace coupler in the corresponding direction using the handle. Having set the vertical of the wall panel, it is fixed and the embedded parts of this panel are connected with discrete T-shaped bonds in the form of rods by welding. Thus, the installation of wall panels throughout the building, regardless of the direction of movement of the installation work. The connection of wall reinforced concrete panels to each other is performed by welding the connecting plates to the embedded parts of these panels. After fixing the reinforced concrete wall panels throughout the ceiling, they begin to grout the joints in the nodal joints of the reinforced concrete wall panels with the outer walls with expanded clay concrete and / or concrete, and in the joints of the reinforced concrete wall panels with each other in expanded clay concrete and / or concrete or mortar. Then they proceed to the installation of internal partitions, the vertical alignment and installation of which is carried out using a device whose rectangular triangle is installed on the floor slabs against the limiter in the internal partition and fixed with a locking screw or locking rod, abutting it in the floor slabs. By rotating to the corresponding side of the screw pair with the emphasis set the vertical, connect the embedded parts of the internal walls with the corresponding embedded parts of the wall reinforced concrete panels and / or embedded parts of the external walls by welding. Having placed the internal partitions in the appropriate places along the entire floor, the joints are sealed in the nodal joints of the internal partitions with the outer walls of expanded clay concrete and / or concrete, and in the joints of the internal partitions with wall reinforced concrete panels and between themselves with expanded clay concrete, concrete or mortar. Then, the laying of floor slabs, ordinary strapping beams, lintel strapping beams (not shown in the figure) is performed, and the load-bearing walls are again erected from the facing layer, the load-bearing layer and insulation between them, repeating the process as described above.

Example 2

According to example 1, the laying of external walls and the installation of internal wall reinforced concrete panels are performed frontally, choosing the direction of construction along the width or along the length of the building, or by carrying out the process simultaneously.

Example 3

According to example 1, in the case of the use of casting insulation, the masonry of the facing and bearing layers of the outer wall of the building is performed simultaneously or alternately, at the beginning, the facing layer, then the bearing or the bearing layer, and then the facing.

Characteristics:

- The complexity of the construction of one floor of the building

with dimensions of 16000 × 12000, h-hour 380;

- The number of wall reinforced concrete panels mounted by a link per unit of time, with the dimensions of the wall panel an average of 4000 × 2600, units / hour 3 ÷ 4;

- The number of installers required to install one wall reinforced concrete panel, people 2.0;

- Deviation of wall reinforced concrete panels

from the vertical, mm ± 8.0;

- Energy costs for the construction of the main structural elements of one floor of a building with dimensions of 16000 × 12000, kW 2100 ÷ 2300;

- The mass of the device for mounting wall reinforced concrete panels, kg ≈20.0.

The inventive method of construction of residential and industrial buildings from wall stones and wall reinforced concrete panels and devices for its implementation allow to erect construction objects in the shortest possible time. The combination of the use in the claimed method of the main structural elements of the building and devices for mounting wall reinforced concrete panels and internal partitions ensures the continuity of construction, multivariance of architectural and planning solutions, reliability of the design and high-tech construction as a whole.

Claims (10)

1. A device for aligning and temporarily securing wall panels during installation, including a base fixed to the mounting horizon, a strut with a thrust device in the form of a bracket and a screw pair, characterized in that the base is a concrete body placed on the surface of the floor slabs, moved in a predetermined the direction along the mounting horizon, and in which the eyes are made for attaching the lower strut hook, while the upper strut hook is attached to the mounting hole in the bracket, which is equipped with a fixing screw a pair, and the strut is equipped with a shrink disk, a retractable stand with holes and a lock for changing its length, while the same holes are made with the corresponding relative position and in the strut. 2. The device according to claim 1, characterized in that the mounting holes of the bracket and the holes for the brace length lock have a cylindrical and / or oval and / or multifaceted and / or irregular cross-section that is compatible with the assembly of the device. 3. A device for mounting internal partitions, comprising a support element with a hollow pillar and a fixing device, characterized in that the supporting element is made in the form of a right triangle, adjacent to the inner wall of which the leg contains a fixing device in the form of a screw pair with an emphasis, while a screw pair installed at a height of not less than 1/3 of the height of the internal partition, and the opposite leg of the triangle is equipped with a locking screw or locking rod. 4. The method of construction of residential and industrial buildings from wall stones and reinforced concrete wall panels, including flooring of basement floors, installation of external walls, installation of internal walls, installation of internal partitions, connection of external and internal walls with discrete connections, characterized in that the masonry of the external walls is performed from wall stones with a bearing and facing layer with the installation of discrete bonds between them in the form of fiberglass and / or metal reinforcement, insulation, while in the masonry of the bearing layer I mount discrete ties in the form of rods, then, at the level of installation of these ties, mount the inner walls of reinforced concrete wall panels, the rods are connected to the embedded parts, while first the outer wall is laid along the perimeter of the building to the floor height, then the inner wall reinforced concrete panels are mounted, the reconciliation and subsequent fixation of the design position which is carried out using the device according to claim 1 or 2, then the internal partitions are mounted using the device according to claim 3, and then perform the back a Christmas tree of seams in nodal joints of wall reinforced concrete panels and internal partitions with outer walls of expanded clay concrete and / or concrete, and in joints of wall reinforced concrete panels with internal partitions and between themselves - expanded clay concrete and / or concrete or mortar. 5. The method according to claim 4, characterized in that the masonry of the outer walls and the installation of the inner wall of reinforced concrete panels are performed frontally, while the direction of erection is performed along the width and / or length of the building. 6. The method according to claim 4, characterized in that the discrete connections for connecting the outer walls to the inner reinforced concrete wall panels are T-shaped in the form of composite rods and / or a solid rod and laid between the seams of the wall stones in the supporting layer of the outer wall, this, in places of such joints in the carrier layer, a groove is made with a width of not less than the thickness of the inner wall reinforced concrete panels and a depth of not more than half the thickness of the carrier layer of the masonry of the outer wall, and the rods and / or rod is used with a cylindrical and / or nogogrannym true or false section, a smooth surface is performed and / or ribbed. 7. The method according to claim 4, characterized in that the discrete T-shaped connections for connecting the outer walls and the inner wall of reinforced concrete panels contain at least one rod, while the height of the outer wall of these connections are placed in at least two places, moreover, these bonds are made in the horizontal plane rectilinearly and / or curvilinearly, symmetrically and / or asymmetrically with respect to the middle of the groove in the carrier layer, in the vertical plane these bonds are made with an angle of bending of less than 90 ° in absolute value relative to the longitudinal axis discrete communication. 8. The method according to claim 4, characterized in that for mounting discrete T-shaped connections in the form of a rod and / or rods to embedded parts of the internal reinforced concrete wall panels, a welding connection and / or threaded connection and / or anchor fastening are used, embedded parts are used in the form of a rectangular section and / or a corner profile, and / or a U-shaped profile in cross section. 9. The method according to claim 4, characterized in that at first the internal wall reinforced concrete panels are installed in the design position using the devices throughout the building, the external walls are erected around the perimeter of the building, then the external walls are connected to the internal wall reinforced concrete panels using discrete connections T -shaped, close the seams in the joints with expanded clay concrete and / or concrete, after which these devices are dismantled, the internal partitions are installed and the joints are sealed in the joints with these partition mi mortar or concrete. 10. The method according to claim 4, characterized in that when using casting insulators, the laying of wall stones of the facing and bearing layers of the outer wall of the building is performed simultaneously or alternately, first the facing layer, then the bearing or bearing layer, and then the facing.

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