RU2725334C1 - Reinforcement method of building structures of attic spaces in large-panel building of 75th series - Google Patents

Abstract

FIELD: construction.SUBSTANCE: invention relates to construction, specifically to reinforcement or replacement of building structures. Set of reinforcement works consists of several successive stages, including works for reinforcement of support zones and inner panels of posts, framing of stiffness rib holder, enlarging support zone of external panels of posts, increased support area of roofing trays, decommissioning of damaged internal panels of posts and lifting of reinforced concrete structures to design position, reinforcement of strap beams, roofing plates and fixation of external panels.EFFECT: technical result is possibility to perform repair and restoration works without disassembly of reinforced concrete building structures and removal of building from operation.8 cl, 5 dwg

Description

The invention relates to construction and may find application in strengthening or replacing building structures of the technical floor of attic spaces in a large-panel building of the 75th series [E04G23 / 02].

There is a method of reinforcing a wall by installing a metal corset on it (Wolfson V.L., Ilyashenko V.A., Komisarchik R.G. Reconstruction and overhaul of residential and public buildings: Manual of the manufacturer of works. Edition 2. - M .: Stroyizdat , 2003, p. 162 ... 163). According to this method, in the corners of the wall, vertical metal corners (reinforcing elements) are mounted over the entire height of the wall. Grooves are punched on the surface of the wall, into which metal plates (binding elements) are laid. The ends of these plates are welded to the corners. This method of reinforcement is quite simple, it provides the ability to repair and reinforce both the piers and beams, columns, pillars and other similar building structures. However, this method does not allow tightly pressing the reinforcing elements to the surface of the reinforced structure. With any accuracy of assembly of the reinforcing and connecting elements, there remains the possibility of gaps between them and the reinforced structure. Gaps may also appear during the operation of a reinforced structure during the thermal expansion of reinforcing and bonding elements in the warm season or other random heating. The presence of gaps will lead to a violation of the continuity of the structure in the reinforcement zone, which will reduce its strength and reliability. The use of preliminary screeds, clamps or spacers, providing a tight pressing of the reinforcing elements to the surface of the reinforced part, complicates the technological equipment, increases the complexity of operations to strengthen the structure and does not eliminate the likelihood of gaps, since it cannot compensate for the thermal expansion of the reinforcing and connecting elements.

There is also a method of reinforcing columns with a steel cage (Guchkin I.S. Diagnosis of damage and restoration of the performance of structures: Textbook. - M.: Publishing House ASV, 2001, p. 88 ... 90). According to it, the longitudinal elements of the cage (reinforcing elements) made of corner steel are mounted on a cement-sand mortar and pressed against the column with clamps. Then, transverse strips (connecting elements) are installed on the corners, installed along the length of the column. Before welding, these strips are heated to a temperature of 100 ... 200 ° C. When cooling after welding, the trims are shortened and create prestresses. This method of reinforcing the columns of the prototype provides increased strength and reliability of the reinforced structure. However, the heating of the connecting elements of the prototype is done before they are installed on the reinforcing elements. After heating, the binder elements are superimposed on the reinforcing elements and sequentially welded to them. When welding the first end of the bonding element, its middle part and the second end are cooled. This cooling cannot cause interference due to thermal shortening, since at this time the second end of the bonding element is free. As a result, after welding the second end of the connecting element to the second reinforcing element, the interference will be significantly reduced, which makes it possible for the reinforcing elements to loosely adhere to the surface of the reinforced structure. This will reduce the strength and reliability of the gain.

A more reliable way to increase the reliability of reinforced building structures by providing compression of the defective area with reinforcing elements is the METHOD FOR STRENGTHENING CONSTRUCTION STRUCTURES according to patent RU2277620 (published on June 10, 2006). The decision was made as a prototype.

Reinforcing elements are installed on the reinforced structure and connected by connecting elements. Bonding elements are welded to one of the reinforcing elements, heated and, when heated, are welded to the opposite reinforcing element, after which the heating is stopped. Binding elements can be installed between the surfaces of the reinforcing elements or superimposed on their ends.

The technical problem of the known methods is the impossibility of performing repair work without dismantling reinforced concrete building structures and without decommissioning a building.

The objective of the invention is to remedy these technical problems.

The technical result of the claimed invention is the ability to perform repair work without disassembling reinforced concrete building structures and decommissioning a building.

The specified technical result is achieved due to the fact that the claimed method of reinforcing the building structures of attic spaces in a large-panel building of the 75th series, in which a complex of repair work is performed to increase the supporting zones and strengthen the building structures: outer rack panels, stiffeners, strapping beams, roofing plates and external panels; moreover, the reinforcement of the inner panels of the racks is carried out with metal cages, consisting of bearing and supporting beams, by means of which the transmitted load is redistributed evenly to existing building structures, characterized in that they use a complex of works consisting of the steps:

- at the first stage, a complex of repair work is carried out to increase the support zones and strengthen the inner panels of the racks with metal clips consisting of supporting and supporting beams, by means of which the transmitted load is redistributed evenly to existing building structures, and additional load distribution along the rack panel is performed by supporting elements, moreover to reduce the span of the carrier beam and transfer the load to the place of support of the rack panel, install struts;

- at the second stage, the frame of the stiffener is framed and the holder of the inner panel of the rack is fastened to this element to include these structures in joint work;

- at the third stage, the support zone of the outer panels of the racks is increased by metal and reinforced concrete reinforcement elements;

- the fourth step is to increase the support area of the roofing trays with metal reinforcing elements;

- at the fifth stage, work is carried out to decommission the destroyed inner panels of the racks and raise other reinforced concrete structures to the design position using metal structures;

- at the sixth stage, reinforcement of the strapping beams with metal elements is carried out for which reinforcement beams and a clamp are installed under the roofing plates, which are pressed to the surfaces of the plates;

- at the seventh stage, reinforcement of the roofing plates is carried out;

- the final step is the additional fastening of the outer panels.
Possible additional work may include the following.

On the roof side, in the place of additional fastening, holes are drilled between the ribs for further fastening, and the holes are drilled so that the anchor connects the roof plate and the outer panel, after which the holes are filled with a binder solution and the anchors are installed, which are previously fixed to the fastener plate.

At the locations of the transverse load-bearing walls, reinforced support pillows are made under the main beams.

All elements of the clip are mounted on a non-shrinking mortar.
Alternatively, the reinforcement of the outer panels of the uprights is carried out near the entrances, for which a metal cage for reinforcing the outer panel of the uprights is made up of supporting beams of the frame, which perceive and distribute the load from the action of the strapping beam on the abutting frame elements, and at the place of support of the strapping beam on the supporting beam frames set stiffeners and compensation elements.

Alternatively, the reinforcement of the outer panels of the uprights can be performed by using the support beams of the frame, which perceive and distribute the load from the action of the strapping beam on the thrust frame elements, and stiffeners and compensation-fixing elements are installed at the place of support of the strapping beam on the supporting frame frame.

Reinforced support pillows are arranged on the sides of the rack’s inner panel for transferring loads to the load-bearing transverse walls of the building, with the pillows attached to the load-bearing panels with anchors, and the main beams are placed below the roof tray to absorb and transfer loads.

To align the clamp surface along the top of the reinforcement beam, compensation plates are made, after which the gap between the reinforcement beam and the plate is filled with mortar in the process of pressing the clamp, and for the distribution of loads in the places of support of the reinforcement beams on the outer panels of the rack, support plates are made to which support plates are welded from below. anchors, and support plates are fixed at the location of the outer panels of the racks.

Brief Description of the Drawings

Figure 1 shows the increase in support zones and the strengthening of the inner panels of the rack with metal clips with metal frames, where the upper left drawing is a fragment of the layout plan of the internal fragment of the rack.

Figure 2 shows a section along the technical floor.

Figure 3 shows the layout of the repaired wall structures (design reference along the section of Figure 2).

Figure 4 shows the layout of the repaired load-bearing structures of roofing elements (design reference to the section of Figure 2).

Figure 5 shows the layout of the repaired structures of roof slabs (design reference to the section of Figure 2).

In the drawings: 1 - a rack panel, 1.1 - an external rack panel, 1.2 - an internal rack panel, 2 - a support beam of a clip, 3 - a clip element, 4 - a stiffener, 5 - a support clip element, 6 - a roof plate, 7 - roofing tray, 9 - holder support beam, 10 - connecting elements, 11 - corner, 12 - mounting plate, 13 - opening frame, 14 - stud with washer, 15 - compensation elements, 16 - tension element, 17 - strut, 18 - thrust element, 19 - thrust rib, 20 - brickwork, 21 - floor slab, 22 - stud with plate, 23 - roof guard, 24 - gutter funnel, 25 - outer panel, 26 - strapping beam, 27 - increase of support zones and strengthening the inner panels of the rack with metal clips, 28 - including reinforced concrete structures of metal frames in the joint work, 29.1 - increasing the support area of the outer panels of the columns with metal and reinforced concrete reinforcing elements, 29.2 - additional fastening of the outer (enclosing) panels oil, 30 - staircase, 31 - reinforcement of the strapping beams with metal elements, 32 - increase of the supporting zone of the roofing trays with metal reinforcements, 33 - shutdown of the destroyed panels of racks and lifting of other reinforced concrete structures to the design position using metal structures, 34 - reinforcement of roofing plates.

The implementation of the invention

The claimed method restores the correct operation of building structures or replaces their work with other structures and brings to a working technical condition (according to GOST 31937-2011) in a large-panel building of the 75th series.

Strengthening or replacing building structures of the technical floor and extending the operational life of the building is carried out in the following steps.

At the first stage (see Figure 1), the support zones are increased and the inner panels of the racks are reinforced with metal clips.

The metal cage consists of load-bearing 2 and support beams 9. The cage redistributes the transmitted load evenly to existing building structures (internal panel panels, load-bearing panels below the technical floor). An additional load distribution on the rack panel 1 is carried out by supporting elements 5. To reduce the span of the carrier beam 2 and transfer the load to the place of support of the rack panel 1, struts 17 are installed. Providing rigidity in the central part of the structure of the inner panel of the rack 1 at the location of the technological hole (for laying engineering communications), the frame of the opening 13 is installed and connected to the supporting 2 and supporting 9 beam beams using mounting plates 12. To obtain a spatial holder, the elements of the holder are made from the ends of the rack panel 1. To transmit stiffness in the places of support of roof trays 7 to the supporting beams 2 clips, stiffening ribs are installed 4. At the junction of the structures of the clip to the rack panel 1, compensation elements 15 are placed to exclude voids beneath them, and the remaining space is hardened with a non-shrink mortar. To enable the metal cage to work on the support beam 9, stop ribs 19 are installed for further compression of the rack panel through the stop element 18 using the tension element 16. The support beams 2 of the cage can be connected to each other with pins and washers 14 with nuts for compressing the support area of the rack panel 1. All elements of the clip are mounted on a non-shrinking mortar.

The result of this reinforcement is a uniform distribution of loads on the design of the panel of the rack 1 and the unloading of the supporting zones of the roof trays 7.

At the second stage, reinforced concrete structures (internal panels of struts, stiffeners) are included in the joint work with metal frames 28 (see Figure 3).

Metal framing is carried out after the event for the installation of a metal clip. Bearing and supporting frame elements are attached to the cage elements. In the future, to obtain a closed frame, 4 frame elements are made from the ends of the stiffening ribs. The gap formed between the metal frames and stiffener 4 is minted with a non-shrinking mortar. All elements of the clip are mounted on a non-shrinking mortar.
The result of this reinforcement is the uniform distribution of loads along the structure of the panel of the rack 1 and the unloading of the supporting zones of the roof trays 7, as well as the inclusion of stiffening ribs in the joint work and giving spatial rigidity to these structures.
In the third stage, the support zone of the outer panels of the uprights 1.1 is increased by metal and reinforced concrete reinforcement elements 29.2 (see Figure 3).

Strengthening the outer panels of the racks can be performed in two ways: 1 option - strengthening near the entrances 29.1 (see Figure 3); Option 2 - gain in other places.

Option 1

The metal cage for reinforcing the outer panel of the rack consists of supporting beams of the frame, which perceive and distribute the load on the persistent elements of the frame. In the place of support of the strapping beam, stiffening ribs and compensation elements are installed on the supporting beam of the frame. The gap between the frame and the rack panel is choked with a non-shrinking mortar to the thickness of the compensation element. The connection of the frame with the outer panel of the rack is carried out by tightening these elements with studs and fixing with washers and nuts. A connecting element 10 is fastened from the end of the rack panel. To include a metal clip in the work, monolithic reinforced pillows are arranged at the ends of the support beams of the frame. Pillows are made from non-shrinking gravy. Before filling the pillow, the framing elements and the reinforcing cage of the monolithic pillow are welded to the embedded parts of the strapping beam and the outer panel. All framing elements are mounted on a non-shrinking mortar.

Option 2

The metal cage for reinforcing the outer panel of the rack consists of supporting beams of the frame, which perceive and distribute the load from the action of the strapping beam on the thrust elements of the frame. In the place of support of the strapping beam, stiffening ribs and compensation-fixing elements are installed on the supporting beam of the frame. The gap between the frame and the rack panel is choked with a non-shrinking mortar to the thickness of the compensation fasteners. The connection of the frame with the outer panel of the rack is carried out by tightening these elements with studs and fixing with washers and nuts. A connecting element is attached to the end of the rack panel. To distribute the load, a stop element is installed under the outer panel of the rack, which is connected by puffs and fastened to the compensation-fastening and connecting elements, forming a spatial clip. The inclusion of the metal cage in the work is performed using the device monolithic reinforced pillows at the ends of the supporting beams of the frame. Pillows are made from non-shrinking gravy. Before filling the pillow, the framing elements and the reinforcing cage of the monolithic pillow are welded to the embedded parts of the strapping beam and the outer panel. All framing elements are mounted on a non-shrinking mortar.

The result of this reinforcement is the redistribution of the concentrated load from the strapping beams to the edge of the outer panel of the racks in the distributed load.
The fourth step is to increase the support area of the roofing trays with metal reinforcing elements 32 (see Figure 4).

On the sides of the inner panel of the rack 1.2, reinforced support pillows are arranged to transfer loads to the load-bearing transverse walls of the building. The pillow is attached to the supporting panels with anchors. Below, under the roofing tray, the main beams on the pillows are placed for the perception and transmission of loads. To transfer loads to the support pillows, a spatial frame is made of auxiliary beams, struts, struts and ties. After assembling the metal reinforcement elements, it is necessary to include them in joint work with roofing trays using metal wedges. Wedges should be hammered between the roofing tray and the main reinforcement beam.

The result of this reinforcement is the redistribution of the existing loads from the inner panels of the racks to the bearing walls and the reduction or elimination of the effects of loads on the supporting sections of the structures.

At the fifth stage, work is carried out on the decommissioning of the destroyed inner panels of the racks and the lifting of other reinforced concrete structures (roof trays, roof slabs 6) to the design position using metal structures.

At the locations of the transverse load-bearing walls, reinforced support pillows for the main beams are made. The support pillows are fixed to the base with anchors and anchor bolts are arranged in it for fixing the main beams. At the points of support of the main beams on the pillows, stiffeners and support plates are welded into the beam to transfer evenly the load to the reinforced support pillow. After the main beams are installed in the design position, stiffeners are welded into it at the points of installation of the supporting frame and the lifting beam. The lifting beam is performed when it is necessary to partially lift the roofing tray to the design position. Under the roofing trays, supporting frames are mounted for unloading the inner panels of the racks. The supporting frame is made in a p-shape and consists of the following elements: beam of the supporting frame, support of the supporting frame, strut of the supporting frame and shaped connecting elements. After mounting the supporting frame under the roofing tray, stiffeners are welded into the beam of the supporting frame in the place of its support. The roofing tray is lowered into the design position on the supporting frame and transfers the load to the main beams. To fix the position of the roofing tray on the beam of the supporting frame, supporting elements are arranged on each side of the tray.

Using a system of metal beams can be performed as reinforcement by hanging load-bearing structures and transferring loads from them to the underlying structures, as well as replacing damaged panels of racks with new non-standard ones. Rack panels are made in the following versions: reinforced concrete, brick or metal.
At the sixth stage, the reinforcement of the strapping beams 31 with metal elements is carried out (see Figure 4).

A reinforcing beam is installed under the roofing slabs and is pressed against the surfaces of the slabs. To align the surface of the clamp on top of the reinforcement beam, brickwork is performed, after which the gap between the brickwork and the slab is filled with mortar during the pressing process. To distribute the loads in the places of support of the reinforcement beams, support plates are made on the outer panels of the rack, to which support anchors are welded from below. The base plates are mounted at the location of the outer rack panels. Formwork is installed on top of the outer panels of the racks and reinforced base gravy is made to the base plate. Gravy is made from non-shrinking gravy.

The result of this reinforcement is the unloading of the strapping beams and the redistribution of the concentrated support forces evenly distributed over the outer panel of the rack.

At the seventh stage, reinforcement of the roofing plates 34 is carried out (see Figure 5).

Reinforced support pillows are made above the transverse load-bearing walls along the outer and inner panels of the uprights at the installation site of the support frame and the main beams. Support pillows are fixed to the base with anchors. On the supporting pillows, a frame and main beams are installed. Between the main beams and the frame at the locations of the supporting edges of the roof slabs, secondary beams are installed, creating a spatial frame under the slab. To include in the joint work of the spatial frame and transfer loads to it, brickwork is performed under the roofing slab on the secondary beams. Brickwork is performed on a non-shrinking mortar with filling the gap (zachchanka) under the roofing slab.
The result of this reinforcement is the unloading of roofing slabs.

The final step is the additional fastening of the outer (enclosing) panels 29.1 (see Figure 3).

On the roof side, in the place of additional fastening, holes are drilled between the ribs in the place of additional fastening, for their further fastening. The holes are drilled so that the anchor connects the roof plate and the outer panel. Then the hole is filled with a binder solution and an anchor is installed. The anchor is pre-attached to the mounting plate. Anchors and embedment lengths are calculated for current loads.

The result of this reinforcement is the additional fastening of the enclosing panels to the supporting frame of the building.

An example of the method is shown below on the example of the repair of buildings of the 75th series in the form of block large-panel buildings. Buildings of this series were 5–11 floors high.

The external (enclosing) self-supporting structures of the building below the technical floor are multi-layer panels (350 mm thick), on the technical floor there is a single-layer perforated panel (350 mm thick). The internal bearing transverse walls below the technical floor are made of panels (160 mm thick). For the stiffness of the building between the transverse walls, stiffeners are provided on each floor. On the technical floor, the inner transverse walls are the inner and outer panels of the rack, stiffeners, which serve as supports for roofing trays and strapping beams.

The floor slabs 21 in the building are made of large-sized solid slabs resting on three sides (on transverse walls and stiffeners).

Roofs and roofs in the building are roofing slabs (ribbed) which rest on roofing trays and strapping beams. Roof slabs are laid with a slope in the center of the building, to drain water from the roof into the drain funnels 24. Reinforced concrete fencing is installed on the roof slabs for safe operation.

The claimed method was able to carry out the following types of repair work.
Example 1

The increase in support zones and the strengthening of the inner panels of the racks with metal clips.
The inner panels of the racks, having damage in the form of cracks with an opening width of more than 0.3 mm or insufficient support of the roofing tray of less than 70 mm, were reinforced with metal elements forming a metal cage. The metal clip was calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 2

The inclusion in the joint work of reinforced concrete structures (internal panels of struts, stiffeners) with metal frames.

In the case when the stiffener does not abut against the inner panel of the rack, in addition to the above measures (in example 1), these structures were additionally included in the joint work using the metal frame of the stiffener. The metal frame was calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 3

The increase in the support zone of the outer panels of the racks with metal and reinforced concrete reinforcement elements.
The outer panels of the struts, with insufficient support of the strapping beams of less than 70 mm, were reinforced with metal elements, forming a metal cage and casting monolithic pillows to turn the structure into operation. A metal clip and a monolithic pillow was calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 4

The increase in the supporting zone of roofing trays with metal reinforcement elements.
If the roofing tray was insufficiently supported less than 70 mm on the inner panel of the rack, provided there were no cracks in these elements, it was necessary to reinforce with metal frames to transfer loads to the bearing walls. Metal frames were designed for current loads according to the requirements of SP and SNiP.

Example 5

Shutdown of the destroyed inner panels of racks and lifting other reinforced concrete structures (roof trays, roof slabs) to the design position using metal structures 33 (see Figure 4).

For the inner panels of the rack having damage in the form of a cut of the support zone (sliding of the tray and roofing slabs of the coating from the support) or breaking of the supporting element (rack panels), such structures were completely unloaded using metal beam systems mounted on reinforced support pillows to transfer loads on existing load-bearing walls of the building. With these damages, there is always a partial or complete fall of roof structures (roof trays, roof slabs) to overlap or partially hang them between the inner panels of the racks.

In this case, the lifting of these structures to the design position is required.
The rise is carried out in two ways:

1) Partial fall (cut of the support zone, sliding of the roofing tray and roof slabs from the support or breaking of the support element). Lifting is carried out from the technical floor using jacks mounted on a system of metal beams.

2) Full fall on the attic floor (cut of the support zone, sliding of the roof tray and roof slabs from the support). Lifting is done from the roof side using a lifting mechanism (winch) mounted on temporary metal beams laid along the tray and transferring the lifting load to adjacent trays and rack panels.

The decision to partially lift the structures may also be the result of reinforcing the inner panels of the racks, by hanging and transferring loads to adjacent sections of the bearing walls.

Metal elements and a monolithic pillow are calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 6

Strengthening the strapping beams with metal elements.

The strapping beams having cracks in the stretched zone with an opening width of more than 0.3 mm are reinforced with metal elements that unload these structures. Metal beams are calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 7

Strengthening roofing slabs.

Roofing slabs having cracks in the stretched zone with an opening width of more than 0.3 mm and cracks in the compressed zone (top in the ribs) are reinforced by the elements from the metal rolling, which absorb the loads. Metal elements are calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Example 8

Additional fastening of external (enclosing) panels.

In the outer panels, the upper embedded parts and connecting fixtures, subject to corrosion, are reinforced by connecting wall and roof structures with anchors. Anchors are calculated under current loads in accordance with the requirements of the joint venture and SNiP.

Example 9

Replacement of destroyed reinforced concrete structures (internal panels of struts, stiffeners) with non-standard structures.

Replacement of destroyed reinforced concrete structures is carried out by raising the roof structures (roof trays, roofing slabs) to the design position by analogy with the previously described case (Example 5) and replacing the supporting structures with new, non-standard ones. In the form of such structures, brick, concrete and metal supports can be used. The used supports are calculated under the current load in accordance with the requirements of the joint venture and SNiP.

Claims (16)

1. A method of reinforcing the building structures of attic spaces in a large-panel building of the 75th series, in which a complex of repair work is performed to increase the supporting zones and strengthen the building structures: external rack panels, stiffeners, strapping beams, roofing plates and external panels; moreover, the reinforcement of the inner panels of the racks is carried out with metal cages, consisting of bearing and supporting beams, by means of which the transmitted load is redistributed evenly to existing building structures, characterized in that they use a complex of works consisting of the steps: - at the first stage, a complex of repair work is carried out to increase the support zones and strengthen the inner panels of the racks with metal clips consisting of supporting and supporting beams, by means of which the transmitted load is redistributed evenly to existing building structures, and additional load distribution along the rack panel is performed by supporting elements, moreover to reduce the span of the carrier beam and transfer the load to the place of support of the rack panel, install struts; - at the second stage, the frame of the stiffener is framed and the holder of the inner panel of the rack is fastened to this element to include these structures in joint work; - at the third stage, the support zone of the outer panels of the racks is increased by metal and reinforced concrete reinforcement elements; - the fourth step is to increase the support area of the roofing trays with metal reinforcing elements; - at the fifth stage, work is carried out to decommission the destroyed inner panels of the racks and raise other reinforced concrete structures to the design position using metal structures; - at the sixth stage, reinforcement of the strapping beams with metal elements is carried out for which reinforcement beams and a clamp are installed under the roofing plates, which are pressed to the surfaces of the plates; - at the seventh stage, reinforcement of the roofing plates is carried out; - the final step is the additional fastening of the outer panels. 2. The method according to claim 1, characterized in that on the side of the roof, in the place of additional fastening, holes are drilled between the ribs for further fastening, and the holes are drilled so that the anchor connects the roof plate and the outer panel, after which the holes fill with a binder solution and install the anchors, which are previously attached to the mounting plate. 3. The method according to claim 1, characterized in that in the locations of the transverse load-bearing walls, reinforced support pillows are made for the main beams. 4. The method according to claim 1, characterized in that all elements of the cage are mounted on a non-shrinking mortar. 5. The method according to claim 1, characterized in that the reinforcement of the outer panels of the uprights is carried out near the entrances, for which a metal clip for reinforcing the outer panel of the uprights is made up of support beams of the frame, which perceive and distribute the load from the action of the strapping beam on the persistent frame elements, moreover, in the place of support of the strapping beam, stiffening ribs and compensation elements are installed on the supporting beam of the frame. 6. The method according to claim 1, characterized in that the reinforcement of the outer panels of the uprights is carried out by using support framing beams that perceive and distribute the load from the action of the strapping beam on the thrust frame elements, and stiffening ribs are installed at the place of support of the strapping beam on the framing support beam and compensating fasteners. 7. The method according to claim 1, characterized in that on the sides of the inner panel of the rack, reinforced support pillows are arranged to transfer loads to the load-bearing transverse walls of the building, and the pillows are attached to the load-bearing panels with anchors, and the main beams are placed below the roof tray for perception and load transfer. 8. The method according to claim 1, characterized in that for alignment of the clamp surface along the top of the reinforcement beam, compensation plates are made, after which the gap between the reinforcement beam and the plate is filled with mortar in the process of pressing the clamp, moreover, to distribute the loads in the places where the reinforcement beams support the outer panels of the rack perform supporting plates to which the supporting anchors are welded from below, and the supporting plates are fixed at the location of the outer panels of the columns.

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