These floors were a frame system in two directions: with pillar columns clamped in the foundations and crossbars - threaded slabs. The most complex unit - the junction of the slab to the column - was solved by welding the embedded box-shaped part of the slab to the longitudinal working reinforcement of the column. This reinforced concrete frame of buildings was called “unified frame, without crossbars” (KUB-1). Subsequently, modifications of the frame of the “KUB” system were developed for various operational loads and manufacturing conditions.

The next major step in the development of KUB systems was the development of the prefabricated monolithic structural system KUB-2.5, a set of documentation for which was developed in 1990. In the new modification, the main design solutions of the system have been improved - joints of uncut multi-tiered columns, joints of floor panels, joints of floor panels with columns forming frame units, solution of connections, measures have been introduced to reduce labor costs for the manufacture and installation of elements and optimize economic characteristics. The prefabricated frame is mounted from factory-made products with subsequent embedding of nodes and joints; at the operational stage, the structure is monolithic.

The KUB-2.5 system provides for the use of enlarged floor panels with maximum dimensions 2960x5980x160 mm, along with single-module panels with maximum dimensions of 2980x2980x160 mm. If the contractor has the lifting and transport capabilities, it is preferable to use an enlarged version of the floor slabs.

The new design of the nodes for attaching ties to the columns reduces the likelihood of frame resonance during forced vibrations (seismic activity, wind loads, etc.). KUB-2.5 system can be used for the construction of residential, public and some industrial buildings, along with normal construction conditions, also in areas with seismic activity up to 9 points inclusive on the MSK-64 scale.

A frame supporting structure, consisting of 2 main load-bearing elements of the system that ensure its strength qualities - columns and floor slabs, allows the use of local non-structural materials, including monolithic walls, for the building envelope.

The installation of structures is carried out in the following order: columns are mounted and embedded in the foundation glasses, then above-column panels (NP) are installed and welded to the column reinforcement; then intercolumn panels (MP) and middle panels (SP) are installed.

The joint of the columns provides forced installation, in which the fixing rod of the lower end of the upper column must enter the nozzle of the upper end of the lower column. Welding of reinforcement is carried out under the condition of tensile forces at the joint.

Installation of above-column panels on a column is carried out using an installation jig, the special bolts of which are preliminarily set to the design mark of the bottom of the panel, level installed panel if necessary, it is adjusted with the same bolts. The above-column slab, installed at the design level, is attached to the column by welding the slab shell with the working reinforcement of the column, using steel intermediaries in the form of corners or plates. Installation of the floor panels “dry” in the design position is carried out using concrete mounting tables provided by the design of the panels, while the reinforcing outlets of the ends of adjacent panels are combined in such a way that a loop is formed. Reinforcement is passed into the loop and welded. Next, the joints are sealed.

The racks are removed only after the floor of the next floor (with a similar installation of racks) has been mounted, grouted and the grouted concrete has gained at least 70% of the design strength.

The structural system of the crossbar-less prefabricated reinforced concrete frame KUB-2.5 allows for a variety of climatic conditions almost completely ensure the construction of the entire range of urban structures: housing, administrative, socio-cultural and household use, multi-level garages, warehouses, some industrial buildings (with spans up to 12 m).

All reinforced concrete structures of the system make it possible to design (construct) buildings up to the I degree of fire resistance, which ensures its use for buildings of various heights: cottages, low-rise and multi-storey (up to 75 meters) houses.

Minimum quantity vertical elements frame and the absence of crossbars allows you to create free layouts of premises within the boundaries of load-bearing and enclosing structures for various purposes. Partitions can be located anywhere in the architectural plan, both during design and construction, and during the operation of the building. The system provides the possibility of redevelopment of premises in accordance with any current needs during the operation of the building without compromising the structural stability of the building (gives freedom to organize offices, shops, sports and recreational and household complexes on the first floors of residential buildings).

The load-bearing frame of the building consists only of internal elements (columns, floors and, if necessary, connections or diaphragms). Almost any façade solutions can be used as external enclosing structures (walls): lightweight, heat-efficient stone (including brick-lined), various curtain panels, ventilated facades, stained glass fencing, etc.

The “CUBE” system allows you to cantilever the floor slabs beyond the axes of the outer columns (up to 1.5 m) and give the slabs, along their outer edge, almost any shape in plan. The system includes limitless possibilities to enrich the plasticity of facades, which can satisfy any, the most sophisticated tastes, and are limited only by the imagination of the architect, the customer’s requests and the requirements of the standards.

Design features of the system

Today, on the Russian market, the KUB-2.5 non-transom frame structural system is the only one in which the non-transom frame is fully prefabricated.

The frame of a building (structure) in a structural frameless frame system is a spatial structure, such as a “shelf” of prefabricated, prefabricated monolithic or monolithic design. Columns serve as frame supports, floor slabs serve as crossbars, and braces or diaphragms are used for stiffening elements. Stairs, ventilation units, and elevator shafts can be used in any manner mastered by manufacturing plants. The load-bearing capacity of the floors allows the use of the frame in buildings with a load intensity per floor of no more than 1300 kg/m2 (modification KUB-2.5K up to 2500 kg/m2).

The KUB-2.5 structural system is based on an original interface between two main elements - a panel and a column using an embedded part - a steel shell of a special design connected to reinforcement cages located in the body of the panel. The concrete in this unit operates under conditions of all-round compression, as a result of which it self-strengthens. This made it possible to avoid welding at the joint of the columns; only assembly seams are present in the assembly.

The joints of the elements that make up the transomless frame as a whole are monolithic, forming a frame structural system, the crossbars of which are the floors.

The division of the floor is designed in such a way that the joints of the panels are located in zones where the magnitude of the bending moments is zero.

An important advantage of the system is the possibility of using higher classes of concrete (up to B60) in columns, which affects the results of reinforcement and the preservation of typical cross sections columns 400×400. Columns manufactured on a construction site (in monolithic housing construction) can have a concrete class of up to B30, and this imposes corresponding restrictions on the design of racks.

External walls are not load-bearing, there is no need to build foundations under them, and they do not need to be designed as strong as is done in frameless buildings. The load on the base of the frame is 25% lower than in a monolithic version. Regardless of the ground conditions, the volume of foundations required to distribute forces on the foundation from the above-ground part of buildings made in the structures of the “KUB-2.5” system will always be minimal, because The dead weight of the frame is also minimal due to the achieved optimization of all sections.

Transom-less frame structures are intended for use in various regions of Russia, including areas with seismicity of 7-9 points.

The strength of the KUB-2.5 frame structures is confirmed by technical calculations and numerous tests:

  • KUB designs were reviewed by the Scientific and Technical Council of the State Committee for Architecture under the USSR State Construction Committee and recommended for use by letter No. IP-7-3691 dated September 19, 1986;
  • TsNIISK them. Kucherenko of the USSR State Construction Committee, the KUB frame is recommended for use (conclusion dated March 15, 1990);
  • Laboratory of dynamic tests of TsNIIEP housing under the direction of Ashkinadze G.N.

In recent years, more than a thousand objects have been built in Russia and abroad using the KUB-2.5 transomless frame.

Features of construction in the system

The universal structural system "KUB-2.5" is highly industrialized, which is expressed in a high degree of factory readiness of its constituent elements. All elements are produced at reinforced concrete factories.

At the construction site, only the installation of finished elements is carried out using mechanized means, thereby ensuring a high pace of construction.

The factory technology used in the system for manufacturing building elements allows the maximum transfer of labor costs of builders to the workshop conditions, thereby significantly reducing the risks of both natural and human factors on the construction site.

When developing the frame of the KUB system, solutions were used that significantly shortened the construction process of constructing the building frame:

  • installation of vertical structures is carried out on several floors at once;
  • the design of the column joint does not require welding of the load-bearing reinforcement;
  • there is no need to install (and then repeatedly reinstall) formwork;
  • the designs of the joints of columns and floor panels between each other do not require the installation of special formwork to embed the joint, which reduces construction labor intensity;
  • KUB-2.5 slab products are stored in stacks of up to 10 pieces, which allows you to successfully work in a cramped construction site.

In addition, the installation of the frame can be carried out in any weather, and a small number of workers on the construction site reduces the likelihood of using unskilled labor.

Economic justification

Reinforced concrete structures of the KUB-2.5 system are not only rational, but also optimal due to the solutions embedded in them. Rationality is expressed in reasonably substantiated, thoughtful design solutions that provide a minimum amount of building materials (steel and concrete) and labor costs.

Material savings:

  • consumption of reinforced concrete in the frame (floor panels, columns, grouting joints) is: 0.179 m³ per 1 m² of floor area;
  • steel consumption in reinforced concrete frame elements, incl. reinforcement and rolled, is: 14.3 kg per 1 m² of floor area.

Labor savings:

  • construction labor costs - 0.51 people. hour per 1 m² of floor area;
  • factory labor costs – 1.92 people. hour per 1 m² of floor area.

The universal structural system of prefabricated monolithic crossbar-less frame “KUB-2.5” is designed on the basis of developed and proven methods, which significantly reduces the time required to complete the work.

The production and construction of the frame is carried out on the basis of a time-tested effective organization of construction production.

The mechanical ratio of labor at all levels of production of prefabricated reinforced concrete products and installation of frames reaches 90%.

All-weather capability, versatility and precision in the construction of the frame, as well as preliminary design studies make it possible to fairly accurately plan the construction period.

Precast concrete does not require electrical heating, which saves energy costs.

The speed of construction reduces the operating time of tower cranes, and therefore rent for their use.

The use of a prefabricated reinforced concrete frame of the KUB-2.5 system actually reduces construction time and reduces its cost.



The frame is unified without crossbars. Technology Axonometric view of load-bearing structures

The cost of manufacturing the basic elements of the building is KUB 2.5.

4.4NP 30-30-16-14.0 – 16,875 rub. for 1 slab (cost m2 - 1875 rubles);

MP 30-30-16-10.0 – 17,242 rub. for 1 slab (cost m2 - 1916 rubles);

The cost of manufacturing a 2-tier column is 16,206 rubles. For 1 column.

The GarantStroy company was registered in 2004 to solve problems in the design and construction of residential and public buildings and structures.

The main activities are:

Construction of residential and public buildings and structures (including as a general contractor);

Production and supply of reinforced concrete products;

Manufacturing and installation of metal structures;

Construction of reinforced concrete plants.

The GarantStroy company has so far built about 568,000 m² of residential space.

The unified structural system "KUB-2.5" is highly industrialized, which is expressed in high degree factory readiness of its constituent elements. All elements are produced at reinforced concrete factories.

On construction site Only the installation of finished elements is carried out using mechanized means, thereby ensuring a high pace of construction.

Residential complex "At the height", Korolev

The factory technology used in the system for manufacturing building elements makes it possible to transfer the labor costs of builders to the maximum extent possible on the shop floor.

When developing the frame of the KUB-2.5 system, solutions were used that significantly shortened the construction process of constructing the building frame:

In addition, the installation of the frame can be carried out in any weather, and a small number of workers on the construction site reduces the likelihood of using unskilled labor.

Objects implemented by the GarantStroy Company are located in many cities and regions of Russia: Moscow and the Moscow region, Vladimir, Tula region, etc.

A reliable production and information platform and an efficient staff with extensive cumulative experience in project implementation guarantee the highest quality of services provided by GarantStroy at any stage of interaction

Our foreign partners are one of the largest Indian companies in the field of design and construction, Ahluwalia Contracts (India) Limited. The organizations are collaborating on the design and construction of the 15-story residential complex Summer Palms, located in the state. Haryana, Bahadurgarh, Sector-4A, for the construction of which the KUB-2.5 structural system is used. The area of ​​the facility is 90,000 m².

The object is located in seismicity zone 4 (7-8 points on the MSK scale). The design characteristics of the KUB-2.5 system are designed for use in regions with seismicity up to 7-9 points.

Residential complex "Summer Palms", Bahadurgarh (visualization)

Prefabricated monolithic structural systems are known in the Indian market. However, similar technologies currently existing in India do not allow the construction of high-rise houses due to the fact that a hinged connection is formed between the floor slabs and columns ( rectangular section columns and hollow floor slabs). While “KUB-2.5” is designed for such a height - up to 25 floors - (square section of columns and solid floor slabs) due to the rigid connection of the slab and column.

All reinforced concrete products are produced within the construction site with the organization concrete plant within walking distance. The GarantStroy company sends its specialists to assist in the organization, control and training of Indian specialists in the production of concrete products, since the KUB-2.5 technology is new for the Indian user.

Russian specialists are constantly on site to organize and supervise installation, as well as to train Indian specialists in frame installation.

Currently, the GarantStroy Company can provide the production of reinforced concrete products and the construction of about 200 thousand m² per year of residential and public buildings using the KUB-2.5 transomless frame technology

We are ready to consider the possibility of our organization participating in future projects for the design and construction of residential and public buildings.

Another main activity of the company is the production of metal structures, construction industrial buildings, hangars, warehouses, shopping centers, starting from the zero cycle, ending with turnkey delivery.

During its work, the GarantStroy Company has installed reliable business contacts and constantly works as a contractor with such organizations as:

  1. JSC "Mosmetrostroy"
  2. Federal State Unitary Enterprise "Enterprise for the supply of products for the administration of the Presidential Administration" Russian Federation", Moscow.
  3. JSC Tactical Missile Weapons Corporation, Korolev.
  4. JSC "Mosrentgen", Moscow.
  5. Russian Academy of Sciences (JIHT RAS, ITPE RAS).
  6. JSC "MIZ" (Moscow Tool Plant), Moscow.
  7. CJSC "Nortgas", Novy Urengoy.
  8. Municipal Unitary Enterprise "VYKSATEPLOENERGO", Vyksa.
  9. CJSC SK BITEX, Mytishchi.
  10. LLC "Pokrovsky Concrete Products Plant", Pokrov.
  11. JSC "TSNIIEP residential and public buildings (TSNIIEP housing)", Moscow.
  12. Steelar Building Systems LLC, Moscow.
  13. LLC "Kazmetstroy", Kazan.
  14. LLC "BUILDING ENGINEERING", Smolensk.
  15. Tekhnostroy Company LLC, Kaluga.
  16. Novinsky Metal Structures Plant LLC, Orekhovo-Zuevsky district.
  17. CJSC "Industrial Complex", Khimki.
  18. Enterprises of the construction industry of the city and region (concrete products, reinforced concrete concrete, DSK, asphalt concrete, etc.)
  19. Various enterprises and organizations located in Moscow, the Moscow region, St. Petersburg and other regions of the Russian Federation.

The GarantStroy company has its own production base, a reinforced concrete plant, two production workshops for the production of metal structures, equipped with imported metalworking and welding equipment and a fleet of road construction equipment, has a staff of highly qualified specialists.

At the request of the customer, work is carried out using both imported and domestic materials.

Manufacturing of metal structures, assembly and arrangement of gas condensate deposits of the eastern North-Urengoy field for the period of the pilot operation of UKPG2 in Novy Urengoy

Construction of the AFC of the Pokrovsky reinforced concrete plant of Mosmetrostroy

The quality of construction products is ensured through a multi-stage quality control system created at the enterprise with the involvement of specialists from the testing laboratory of PSF STALKON LLC.

PKF STROYCITY LLC is continuously improving its working methods. New technologies and modern building materials are used.

Steel structures manufactured at our enterprise can be seen in all corners of the country.

Using the crossbar-less frame of the KUB-2.5 system

during the construction of residential and public buildings.

1. System capabilities:

This technology can be used in construction

- residential buildings;

- public buildings (schools, kindergartens and hospitals);

- administrative buildings;

- trade and warehouse complexes, as well as for complex development of military

and construction camps.

2. Advantages of the system.

As of today Russian market The structural system of the crossbarless frame "KUB-2.5" is the only one in which the crossbarless frame is fully prefabricated.

The frame of the building in the system of structural frameless frame is a spatial structure, such as a “shelf” of prefabricated monolithic design. Columns serve as frame supports, floor slabs serve as crossbars, and braces or diaphragms are used for stiffening elements. Stairs, ventilation units, and elevator shafts can be used in any manner mastered by manufacturing plants. Load capacity ceilings allows the use of the frame in buildings with load intensity up to 2000 kg/m2

The KUB-2.5 structural system is based on an original interface between two main elements - a panel and a column using an embedded part - a steel shell special design connected to reinforcement cages located in the body of the panel. The concrete in this unit operates under conditions of all-round compression, as a result of which it self-strengthens. This made it possible to avoid welding at the joint of the columns; only assembly seams are present in the assembly. Welding work required when installing an above-column panel, in a column-panel assembly, when welding four connecting parts that transfer installation forces from the panel to the frame reinforced concrete column. The connection of reinforcing bars between the frames of the upper and lower columns of the KUB-2.5 system is required only if there are tensile forces in the sections of the columns, or in the most loaded columns. In the vast majority of cases, this connection can be omitted.

The joints of the elements that make up the transomless frame as a whole are monolithic, forming a frame structural system, the crossbars of which are the floors.

3. Speed ​​and ease of installation

When developing the frame of the KUB system, solutions were used that significantly shortened the construction process of constructing the building frame:

  • installation of vertical structures is carried out on several floors at once;
  • the design of the column joint does not require welding of the load-bearing reinforcement;
  • there is no need to install (and then repeatedly reinstall) formwork;
  • the designs of the joints of columns and floor panels between each other do not require the installation of special formwork to embed the joint, which reduces construction labor intensity;
  • ease of installation is also achieved due to self-fixing of elements and factory standards;
  • KUB-2.5 slab products are stored in stacks of up to 10 pieces, which allows you to successfully work in a cramped construction site.

In addition, the installation of the frame can be carried out in any weather, and a small number of workers on the construction site reduces the likelihood of using unskilled labor

4. Required level of specialist training

Due to its simplicity, the KUB-2.5 crossbar-less frame system does not require special training from installers. The level of training of reinforcement workers and concrete workers at factories of reinforced concrete structures should not be higher than for the manufacture of the range of products that this plant has mastered.

5. The degree of factory readiness of frame elements and their quality

The factory technology used in the system for the production of building elements allows the maximum transfer of labor costs of builders to workshop conditions, thereby significantly reducing the risks of both natural and human factors on the construction site.

All elements are completely ready for installation after gaining the required strength in the factory. The quality of products of the KUB 2.5 system is controlled at all stages and undergoes double quality control:

1) at the factory of reinforced concrete structures

2) at the construction site, during acceptance and installation of the frame.

6. Reliability of the frame

The universal transomless frame (“CUB”) has been built for several decades.The strength of the KUB-2.5 frame structures is confirmed by technical calculations and numerous tests:

  • KUB designs were reviewed by the Scientific and Technical Council of the State Committee for Architecture under the USSR State Construction Committee and recommended for use by letter No. IP-7-3691 dated September 19, 1986;
  • TsNIISK them. Kucherenko of the USSR State Construction Committee, the KUB frame is recommended for use (conclusion dated March 15, 1990);
  • Dynamic testing laboratory of TsNIIEP housing under the direction of G.N. Ashkinadze.

IN recent years More than a thousand objects have been built in Russia and abroad using the KUB-2.5 transomless frame.

7. Diversity and freedom of architectural solutions

Despite the modularity of the KUB-2.5 system panels, interfloor ceilings can take on a variety of shapes and heights, thereby allowing you to solve any architectural problems in the design of residential, public or industrial buildings. Support frame the building consists only of internal elements (columns, floors and, if necessary, connections or diaphragms). Almost any façade solutions can be used as external enclosing structures (walls): lightweight, thermally efficient, stone (including brick-lined), various curtain panels, ventilated facades and stained glass fences. All reinforced concrete structures KUB 2.5 systems allow you to design buildings of the 1st degree of fire resistance.

8. Amount of cast-in-place concrete during installation

Monolithic concrete required only for sealing seams between slabs and at the column-panel joint. Since there are no additional structural elements Apart from the KUB-2.5 elements, installation is not required, the amount of concrete is minimal.

9. Minimum weight of the frame of the KUB-2.5 system

External walls are not load-bearing, there is no need to build foundations under them, and they do not need to be designed as strong as is done in frameless buildings. The load on the base of the frame is 25% lower than in a monolithic version. Regardless of the ground conditions, the volume of foundations required to distribute forces to the foundation from the above-ground part of buildings made in the structures of the “KUB-2.5” system will always be minimal, because The dead weight of the frame is also minimal due to achieved optimization all sections. This is especially important in poor soils.

10. Number of required installers

A team of installers of 5 people and one tower crane operator can install 300 sq.m. per shift (8 hours). frame "KUB-2.5"

11. Economic justification

Reinforced concrete structures of the KUB-2.5 system are not only rational, but also optimal due to the solutions embedded in them. Rationality is expressed in reasonably substantiated, thoughtful constructive solutions, providing minimum quantity building materials(steel and concrete) and labor costs.

12. Saving materials:

  • consumption of reinforced concrete in the frame (floor panels, columns, grouting joints) is: 0.179 m³ per 1 m² of floor area;
  • steel consumption in reinforced concrete frame elements, incl. reinforcement and rolled, is: 14.3 kg per 1 m² of floor area.

Labor savings:

  • construction labor costs - 0.51 people. hour per 1 m² of floor area;
  • factory labor costs – 1.92 people. hour per 1 m² of floor area.

13. Construction of facilities in seismic areas.

Transomless frame structures are intended for use in different regions Russia, including in areas with seismicity of 7-9 points.

14. Conclusions:

The universal crossbar-less frame “CUBE -2.5” is:

- economic efficiency due to low labor costs for installation and high speed of frame construction,

- saving on energy resources and the use of fixed assets, due to the speed of frame construction and reducing the operating time of tower cranes,

- low consumption of reinforced concrete per 1 sq.m. frame floors,

- savings on arrangement of foundations for buildings and structures.

15. This technology is currently being used in India on the construction of a 15-storey residential complex with an area of ​​90,000 m2 "Summer Palms", located in Bahadurgarh, pcs. Haryana, Ahluwalia Contracts India Limited (ASIL); customer – Umang Rialtek (Umang).

Done:

- joint design

- organization of a plant for the production of reinforced concrete products

- installation of supporting frame structures is underway

As well as objects completed with the participation of our company;

1. Two three-section residential buildings of variable number of floors (13-17 floors) with multi-level parking, Moscow, Vernadskogo Avenue, 10
2. Residential building (25 floors), Moscow, st. People's Militia, 33
3. Administrative buildings(5 floors), Moscow, st. Smirnovskaya, 25
4. Residential complex “At the height” (five residential buildings of varying number of storeys with a total area of ​​161,600 sq.m.), Moscow region, Korolev, Microdistrict No. 4
5. Three residential buildings (13 floors), Moscow region, Balashikha district, Entuziastov highway, property 87, building 1, 2, 3
6. Residential complex “Prince Golitsyn” (17 floors), Moscow region, Golitsyno, Zavodskoy Avenue, 12
7. Residential complex “Vega” (17 floors), Moscow region, Shchelkovo, Radio center No. 5, near house No. 7
8. Residential building (14 floors), Moscow region, Odintsovo district, village. Vlasikha
9. Two two- and three-section residential buildings (4 floors), Moscow region, Solnechnogorsk, Obukhovsky proezd, 4, 6
10. Residential building (17 floors), St. Petersburg, st. Sofia
11. Residential building with commercial premises and underground parking (17 floors), St. Petersburg, st. Ushinsky
12. Low-rise residential complex, St. Petersburg, st. Mezhozernaya, 16
13. Low-rise residential buildings, Leningrad region, Lomonosovsky district, village. Lebyazhye, st. Stepanyan, 10
14. Cottage village “New Shlisselburg”, Leningrad region, Kirovsky district, Shlisselburg, st. Red Trakt
15. Low-rise residential complex, Leningrad region, Kingisepp district, village. Ust-Luga, Lenryba quarter
16. Regional court building of variable number of floors (4-10 floors), Vladmimir, st. Razina, 22b
17. Residential building (10 floors), Vologda, Microdistrict "Razinsky"
18. Residential complex “Vysota” (16 floors), Vologda, Microdistrict “Mozhaisky”, 32 (according to the general plan)
19. Residential building (5 floors), village. Dubna

DESCRIPTION OF THE INFORMATION SYSTEM NPO "KUB"

KUB-2.5 structures are designed for the construction of buildings up to 25 floors and higher in climatic regions I-IV both under normal conditions and under conditions of increased seismic activity up to 8 points. It is also possible to construct buildings up to 16 floors high and in areas with seismicity up to 9 points.
The frame is easy to manufacture and install. Simple frame products geometric shape and have a limited number of standard sizes, which greatly facilitates its development. The stock of forms is minimal; the forms themselves are simple and technologically advanced.
Elements of a transomless frame can be easily manufactured in newly developed areas, in the absence of an industrial base, as well as in places where the production of frames of existing series has not yet been established. A transomless frame has architectural, planning and structural advantages over traditional block frames.
In some cases, a smooth ceiling allows you to avoid expensive suspended ceilings necessary for hygienic, aesthetic or technical requirements.
The reduced construction dimensions of the floor make it possible to reduce the cubic capacity of the building by 5-8%. The presence of a cantilever part along the perimeter of the ceiling makes it possible to conveniently solve temperature-sedimentation joints, adjoining to other buildings, installing galleries and sun protection elements for the southern regions.

One of the advantages of the frame is the reduced consumption of steel and cement per 1 sq.m of flooring compared to frame systems used both domestically and abroad.
Another advantage is ease of installation.
The form-building capabilities of the frame have a wide range from single-story to multi-storey buildings with a complex architectural and spatial solution.
Experimental and theoretical studies conducted at the TsNIIEP Institute of Housing confirmed the rigidity and strength qualities of the structure, as well as the reliability of the calculation premises.

The frame without crossbars consists of columns square section and flat floor panels. The floor panels have plan dimensions of 2.98 x 2.98 m, so the gap between them is only 20 mm and this makes it possible to embed the seams without installing formwork.
Panel thickness 160 mm.
The system provides two-module panels obtained by combining two adjacent panels:
1. Supracolumnar and intercolumnar.
2. Intercolumnar and middle.

This allows you to speed up installation by half and save on sealing joints.
Floor panels, depending on their location in plan, are divided into above-column, inter-column and insert panels. The division of the floor is designed in such a way that the joints of the panels are located in zones where the magnitude of the bending moments is zero. The spatial rigidity of the structure is ensured by the monolithic connection of elements (floors and columns) and, if necessary, by the inclusion of connections and diaphragms in the system.

After installing the reinforcement in the seams between the panels, the seams are grouted, and at the same time the joints of the above-column slabs with the columns are grouted throughout the entire floor at this level.

The seams between the slabs are used to pass utility lines.

Frame structures are designed for the construction of buildings using a frame or frame-braced design.

The number of storeys according to the frame scheme is limited to 5 floors; according to the frame-braced scheme it is practically unlimited, provided that the strength properties of the columns are ensured by increasing the percentage of reinforcement for the introduction of rigid reinforcement.

The joints of the frame elements are monolid, forming a frame structural system, the crossbars of which are the floors.

Installation of multi-storey frame frames is carried out using simple devices. Mobile or tower cranes with a lifting capacity of 5 tons and above are used as lifting equipment.

Installation of structures is carried out in next order: columns are mounted and embedded in foundation glasses, above-column panels are installed and welded to the column reinforcement, then inter-column panels and insert panels are mounted.

The range of products provided in the KUB-2.5 releases allows you to design buildings with spans of 6 and 3 m with column spacing of 6 and 3 m, floor heights of 2.8; 3.0; 3.3 m. Frame structures involve the use of external interior walls as from piece material, and in the form of large-sized elements - panels.

The external wall panels are designed as vertically cut single-layer expanded clay concrete panels.
Builders note the ease of installation of the frame, the ease of mastering it on the construction site, and the possibility of achieving high labor productivity.

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