RU33136U1 - Domokomplekt prefabricated frame-panel building - Google Patents

Abstract

1. Home set of prefabricated frame-panel building, including reinforced wooden frame parts in the form of racks, beams, rafters, girders, ridge timber, fencing panels and floor panels with reinforcing element, connecting metal elements and sealing elements, characterized in that the reinforced wooden racks made in the form of a bar containing inside a metal core protected by an anticorrosive coating in the form of a rectangular tube, lined along the perimeter with treated antiseptic and antip irene with wooden plates connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and bumps, protection of the metal from corrosion, increased fire resistance and adhesive ability, reinforced wooden beams, rafters, the runs are made with a metal core treated with an anti-corrosion coating in the form of an I-beam made of two profiles of a T-section or brands made up of two corners, with a sheet welded between them of a smaller cross section than the wall of the brand, and the ratio of the thickness of the shelf of the brand, wall of the brand and the welded sheet is 10: 6: 2 ÷ 3, while the core is lined around the perimeter with antiseptic treated and fire-retardant wooden plates connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and irregularities

Description

Domokomplekt prefabricated frame-panel building.

The invention relates to the field of construction and can be used in the construction of new, in the reconstruction of existing buildings and for the construction of attic superstructures above buildings.

A known structure of the attic, containing a frame consisting of beams, racks, rafters, girders and struts, covered with panels on the outside. Cross rafter beams are connected among themselves and with struts with the help of overlays. The auxiliary transverse run and the vertical strut are also connected to the rafters by means of overlays (see French Patent 2547340, Method for equipping roof structures and living quarters obtained with this method, Е04С23 / 02, Е04В7 / 04 publ. 12/14/1984).

The frame is made of wood, it does not have sufficient strength, is lightweight, and this leads to the fact that the structure can not withstand extreme external forces, as a result of which the superstructure on the existing building can be carried out only one-story.

Closest to the proposed technical solution is the house kit frame-panel building, including (see US patent 4265061 Building construction E04B1 / 00 published in 1981) wooden racks, beams, rafters, crossbars, a ridge beam with a reinforcing element, waterproof coating panels and fencing panels with

reinforcing element, connecting metal elements, sealing elements. In this case, the reinforcing element of the frame parts is a wooden beam located parallel to the reinforced part and attached to it with brackets, bolts, nails, passed through holes in the connecting metal elements located between the connected parts and made in the form of cross-shaped planar or spatial structures. The connecting elements perform mainly the function of local stiffness elements and do not effectively transfer the load flow (cutting forces and moments, both in the load plane and from the disturbing forces acting from the plane of the main load flows).

The disadvantage of this technical solution is the low strength of the building due to the presence of only hinged nodes in the building structure, which leads to an increase in the operating stresses in the beams and racks, as a result of which the building cannot be more than two-story, and in some cases cannot be two-story due to insufficient rigidity of the nodes. In addition, the installation of compounds of elements in the form of cruciform structures inside the connected parts of the frame is complicated and increases the complexity of the Assembly and the cost of installation.

The objective of this technical solution is to create a building structure with ease of assembly with high accuracy of assemblies, strength, ease, allowing its use in

mass reconstruction of existing buildings and with new construction, reducing the cost of construction, the creation of frame-panel buildings of increased number of storeys, comfort.

The technical result of the proposed technical solution is the creation of prefabricated frame-panel buildings of increased number of storeys having lightness, strength, ease of assembly with high accuracy of the assembly units, low cost of construction and the necessary fire resistance.

The specified technical result is achieved by the fact that in the well-known house kit of a frame-panel building, including reinforced wooden frame parts in the form of racks, beams, rafters, girders, ridge timber, fencing panels and floor panels with a reinforcing element, connecting metal elements and sealing elements are available differences, namely: reinforced wooden posts are made in the form of a beam containing inside a metal core protected by a corrosion-resistant coating in the form of a rectangular pipe, f wood lining around the perimeter treated with an antiseptic and flame retardant, connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that fills voids and bumps, protects the metal from corrosion, increased fire resistance and adhesiveness, reinforced

wooden beams, rafters, girders are made with a metal core treated with an anticorrosive coating in the form of an I-beam, made up of two profiles of T-sections or brands, made up of two corners, with a sheet welded between them of a smaller section than the wall of the brand, and the ratio of the thickness of the brands of the shelf, the walls of the brand and the welded sheet are 10: 6: 2-gZ, while the core is lined along the perimeter with wooden plates treated with an antiseptic and flame retardant connected to a metal core with metallic pins with holes for connecting elements, while the borders and joints between metal and wood are filled with material that ensures the filling of voids and bumps, protection of metal from corrosion, increased fire resistance and adhesive ability, fencing panels, overlapping and coating panels are made in the form of those located between the outer and inner linings filled with heat-insulating material with vapor barrier cells treated with an antiseptic and flame retardant wooden frame formed by longitudinal and pop slatted boards, and located between two machined anti-corrosion coating metal frames of the U-shaped section, connected mechanically to the wooden frame, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and irregularities, the protection of metal from corrosion, increased fire resistance, and adhesiveness , a

metal frames at the joints of the cells are provided with stiffeners, while the coating and overlapping panels additionally contain supporting metal plates attached at the ends of the lower metal frame of the U-shaped cross section, and the connecting metal elements are made in the form of brackets containing holes coaxial with the holes of the nails of the connected parts frame for skipping fasteners, while the bracket in the node connecting the floor beams and racks is a welded structure, consisting of the three vertical plates, forming in the plan the letter H and the fourth support plate, attached horizontally and perpendicularly to the lower ends of two parallel vertical plates to the left or right of the crossbar, and in the vertical parallel plates of the part of the bracket that does not have a horizontal plate, there are holes coaxial the holes of the frame rack pins, and in the vertical parallel plates of the bracket part having the horizontal plate, there are holes coaxial with the holes of the beam pins I, or a welded structure formed of three vertical plates, of which two are parallel to each other and spaced at a distance equal to the width of the beam, and are attached perpendicular to the third plate, and a fourth support plate attached horizontally from the bottom to the ends of the vertical parallel plates while vertical parallel plates have holes coaxial with the holes of the dowels of the lateral sides of the floor beams, and the holes in

the third vertical plate coaxial with the holes of the stud rails, the bracket in the junction of the ridge beam and rafters is a welded structure of two polyhedral parallel vertical plates and a third plate located mainly horizontally and attached perpendicular to the upper faces of the vertical plates, while two are perpendicularly attached to the third plate parallel vertical plates located at a distance equal to the width of the ridge beam from each other, and polyhedral the vertical plates are made with holes coaxial with the rafters and reinforced with ribs perpendicular to these plates, and the holes on the vertical plates for fastening the ridge beam are aligned with the holes of the ridge rods, these vertical plates are reinforced with stiffeners, and the horizontal plate has holes for mounting elements or a welded structure consisting of a plate with holes coaxial with the rafters of the rafters, and two parallel plates perpendicular to it, located one on the other from a friend at a distance equal to the thickness of the ridge beam, the holes in which are aligned with the holes of the ridge of the ridge beam, the bracket in the node connecting the rafters and the girder is made in the form of a plate with holes, the coaxial holes of the rafters of the rafters, to the surface of which an inverted U-shaped table is attached, in the walls of which there are holes coaxial with the holes of the girders of the run, the bracket in the node connecting the rafters and the floor beams and the floor or cover panel is made in

in the form of a flat platinum with holes, coaxial holes of the dowels of the frame parts to be connected, to which a stiffener is perpendicularly attached, which is also a support element for the floor panel, the bracket in the connection site of the rafters or floor beams and floor panels (coatings), the upper edges of which are located above the upper edge rafters, made in the form of a plate with holes for a threaded connection, through which the ends of the threaded rods are passed, tightened with a nut, while the rods covering t the beam from the sides and welded to the reference angles attached to the lower part of the rafter beam, the bracket in the junction of the vertical and inclined racks or rafters is a welded structure consisting of two polygonal parallel plates located at a distance equal to the thickness of the rack from each other, perpendicular to which the horizontal and inclined plates are attached, forming an acute angle between themselves, interconnected by a stiffener, perpendicular to them and parallel to polygonal plates, When in use, the holes in the upper portions of the polygonal plates are aligned dowel holes inclined rack or rafters, and the holes in the lower parts of polygonal plates aligned dowel holes vertical strut and to the beam or rafter cover attached fixing elements passed through the dowel hole beams or rafters, the support area.

In addition, racks or rafters are additionally equipped with metal flanges at the ends.

In addition, the ridge beam is made with a metal core treated with an anticorrosive coating in the form of an I-beam made up of two profiles of T-sections or brands made of two corners with a sheet welded between them of a smaller section than the wall of the brand, and the ratio of the thicknesses of the shelf of the brand, wall of the brand and the welded sheet is 10: 6: 2-gZ.

In addition, the fence panels are additionally provided with bars.

In addition, the floor and cover panels are additionally provided in their lower part with bars attached to the outer longitudinal board of the panel frame.

The implementation of the frame parts in the form of the proposed metal-wooden structures with thin-walled metal cores allows to increase the strength of prefabricated frame-panel buildings while maintaining their lightness, which allows to increase the spatial rigidity of the building, and therefore, the number of floors in the building. In addition, the implementation of the connecting metal elements in the form of brackets, reducing the possibility of rotation of the supporting parts of the connected parts of the frame, allows you to effectively perceive and transfer loads, which additionally leads to an increase in the strength and rigidity of the prefabricated building.

The unification and constructive consistency of the docking assemblies for the various connected frame parts in combination with the lack of marking for fasteners due to the presence of holes in the tubular pins,

connecting the elements of the frame parts allow you to simply, accurately and quickly assemble the building, which reduces the cost of construction. At the same time, technological holes in the beams will, if necessary, be fastening elements for suspended ceilings and utilities.

Filling the boundaries of the connection between metal and wood with material that ensures the filling of voids and bumps increases the fire resistance of the building, because it protects the metal from the effects of fire, which increases the strength of the building at elevated temperatures.

The choice of the cross section of the metal core of the struts, beams, girders and rafters depends on the level of strength that must be ensured. Racks with a section in the form of a square tube and beams with a section in the form of an I-beam made up of two profiles of a T-section with a sheet welded between them of a smaller section than the wall of the brand have maximum strength, and the ratio of the thicknesses of the shelf of the brand, wall of the brand and welded sheet is 10: 6 : 2 + 3 provides the necessary level of strength while saving metal and, therefore, lower cost. The necessary level of strength is achieved with all variants of the cross section of metal racks and beams, and their choice, ultimately, depends on the cost of manufacturing cores.

An additional supply of racks at the ends with metal flanges facilitates the height of the racks. A similar implementation of rafters with metal flanges at the ends facilitates their installation. The construction of the coating, floor panels used in the building,

fencing provides not only the required level of thermal insulation, fire resistance, strength of the panel itself, but also in combination with the proposed structures of racks, beams, brackets, significantly improves the overall frame of the building, due to the presence of two upper and lower metal U-shaped frames in the frame of the panels themselves separated by a height of wooden longitudinal boards of panels. The design of the panels and the design of the brackets in the nodes of the connection of the panels with the frame provides the rigidity of the floor and cover disk of the building, which redistributes the loads from the panel to the building frame, making it work, while reducing deformation, both in individual elements of the frame and in the building as a whole.

The implementation of the connecting metal elements in the form of brackets, covering the connected frame parts in most cases from three sides, can significantly reduce the possibility of rotation of the connected frame parts, improves the operation of the building as a whole, increasing its strength, while reducing the weight of the used frame parts.

The bracket in the node connecting the floor beam and the strut is a welded structure consisting of three vertical plates forming the letter H in plan and a fourth supporting plate attached horizontally and perpendicular to the lower ends of two parallel

vertical plates to the left or right of the crossbar, and in the vertical parallel plates of the bracket part that does not have a horizontal plate, there are holes coaxial with the holes of the frame rack nails, and in the vertical parallel plates of the bracket part with a horizontal plate there are holes coaxial with the holes of the ceiling beams .

The bracket in the junction of the floor beam and the strut can also be a welded structure formed of three vertical plates, of which two are parallel to each other and are located at a distance equal to the width of the beam and are attached perpendicular to the third plate, and the fourth base plate, attached horizontally from the bottom to the ends of the vertical parallel plates, while the vertical parallel plates have holes coaxial with the holes of the nails of the sides of the floor beams, and tions in the third vertical plate are aligned dowel holes rack.

The bracket in the junction of the ridge beam and rafters is a welded structure of two multifaceted parallel vertical plates and a third plate, located mainly horizontally and attached perpendicularly to the upper faces of the vertical plates, while two parallel vertical plates are perpendicularly attached to the third plate at a distance equal to the width of the ridge beam, and multifaceted vertical plates are made with holes, coaxial holes pits

the rafters are reinforced and reinforced with ribs perpendicular to these plates, and the holes on the vertical plates for fastening the ridge beam are aligned with the ridge holes of the ridge beam, and these vertical plates are reinforced with stiffeners, and the horizontal plate has holes for fasteners. Or the bracket in the connection node can be a welded structure consisting of a plate with holes coaxial with the rafters and two parallel plates perpendicular to it, spaced from each other at a distance equal to the thickness of the ridge beam, the holes in which are aligned with the holes of the ridge of the ridge beam.

The bracket in the node connecting the rafters and the girder is made in the form of a plate with holes coaxial with the rafters of the rafters, to the surface of which an inverted U-shaped table is attached, in the walls of which there are holes coaxial with the holes of the rail girders.

The bracket in the connection site of the rafters, floor beams and floor or cover panels is made in the form of a flat plate with holes, coaxial holes of the nails of the frame parts to be connected, to which a stiffener is perpendicularly attached, which is also a support element for the floor panel. the edges of the rafters, made in the form of a plate with holes for threaded

the connection through which the ends of the threaded rods are passed, tightened with a nut, while the rods cover the beam from the sides and are welded to the reference angles attached to the lower part of the rafter beam

The bracket in the junction of the vertical and inclined racks or rafters is a welded structure consisting of two polygonal parallel plates located at a distance equal to the thickness of the rack, perpendicular to which the horizontal and inclined plates are attached, forming an acute angle between them, interconnected a stiffener perpendicular to them and parallel to the polygonal plates, and the holes in the upper parts of the polygonal plates are aligned with the holes of the nails of the inclined steel racks or rafters, and the holes in the lower parts of the polygonal plates are coaxial with the holes of the nails of the vertical rack, and the support corner is attached to the coating beam or rafters by fastening elements passed through the hole of the nails of the beam or rafters.

In the case of a small angle of inclination of the roof, the bracket in the junction of the ridge beam and rafters is a welded structure consisting of a plate with holes coaxial with the rafters and two plates perpendicular to it, spaced from each other at a distance equal to the thickness of the ridge beam, the holes in which are coaxial ridge stud holes. The implementation of the ridge beam with a metal core,

made up of two profiles of the T-section or Taurus from two corners with a sheet welded between them of a smaller section than the wall of the brand, with a ratio of the thicknesses of the shelf of the brand, wall of the brand and the welded sheet and 10: 6: 2h-3 provides the necessary strength and lightness of the ridge beam, which allows roofs to be made with a small angle of inclination.

The supply of fencing panels, coating panels and flooring with wooden blocks improves the work of panel joints and their installation.

In FIG. 1 shows a vertical section of a building (frame diagram).

In FIG. 2 shows a view of the building from above (without coating panels).

In FIG. 3 shows the construction of a stand with a metal core in the form of a square tube.

In FIG. 4 shows the construction of a stand with a metal core in the form of a pipe of rectangular cross section.

In FIG. 5 shows the construction of a stand with a metal core in the form of a square tube and with a flange at the end.

In FIG. Figure 6 shows the construction of a beam with a metal core in the form of an I-beam made up of two profiles of T-section with a sheet welded between them of a smaller section than the wall of the brand.

In FIG. Figure 7 shows the construction of the rafters of a beam with a core in the form of an I-beam made of Tauri composed of two corners with a sheet welded between them of a smaller cross section than the wall of the Taurus. In FIG. 8 shows the construction of a rafter with a core in the form of an I-beam,

composed of two profiles of the T-section with a sheet welded between them of a smaller section than the wall of the brand with a flange at the end.

In FIG. 9 (a, 6) shows the construction of the guard panel, with FIG. 9 (a) the panel is shown without sheathing and thermal insulation.

In FIG. 10 (a, b) shows the design of the coating and floor panel.

In FIG. 11 shows the connection node of two guard panels to each other without an intermediate rack.

In FIG. 12 shows the attachment point of two guard panels to a corner post.

In FIG. 13 shows the mount of the rack to the monolithic belt. In FIG. 14 shows a node for interfacing racks with flanges with each other.

In FIG. 15 shows a bracket in the form of the letter P, which serves to connect the floor beam and the rack.

In FIG. 16 shows the attachment point of the floor beam and the rack of rectangular cross section using the cornice P.

In FIG. 17 shows a node supporting the floor panel to the beam.

In FIG. 18 shows the support unit of the guard panel on an ordinary rack.

In FIG. 19 shows a bracket in the form of the letter H, used to fasten the coating beam or floor to the rack.

In FIG. 20 shows the attachment point of the cover beam or floor to the rack.

In FIG. 21 shows a crowstein serving to connect a ridge beam to a rafter (option 1).

In FIG. 22 shows the connection node of the ridge beam with the rafter using the bracket shown in FIG. 20.

In FIG. 23 shows a U-shaped bracket without a support shelf, used to connect the ridge beam to the rafter (option 2).

In FIG. 24 shows the connection point of the ridge beam with the rafter using the bracket shown in FIG. 22.

In FIG. 25 shows a bracket for connecting the rafter and the girder.

In FIG. 26 shows the connection node of the rafter and the run with the bracket.

In FIG. 27 shows the connection node of the rafter, the run and the cover panel.

In FIG. 28 shows the assembly of two rafters or panels and a beam using a bracket with rods.

In FIG. 29 shows a bracket for connecting a vertical stand and an inclined stand or rafter.

In FIG. 30 shows the connection node of two racks - vertical or inclined between each other or vertical racks and rafters.

In FIG. 31 shows the attachment point of two floor panels to each other. Domokomplekt prefabricated frame-panel building includes

(see Fig. 1,2) racks 1, beams 2, rafters 3, girders 4, ridge beam 5, fencing panels 6, cover panels 7 and overlap panels 8, connecting metal elements (not shown in these figures) and sealing elements (not shown).

Racks 1 (see Figs. 3, 4) are made in the form of a bar containing inside protected by an anticorrosive coating (for example, with a primer, paintwork, cadmium plating, galvanizing, etc.) a metal core in the form of a square tube 9 (see Fig. 3), pipes of rectangular cross section 10 (see Fig. 4), lined around the perimeter with treated antiseptic and flame retardant, for example, a composition based on magnesium salts, wooden plates 11 connected to the metal core by tubular metal pins 12 with an opening for fasteners ents (not shown). At the same time, the boundaries of the connection between metal and wood are filled with material that ensures the filling of voids and irregularities, the protection of the metal from corrosion, increased fire resistance and adhesive ability. As such a material, the GARANT composition can be used - sealing and adhesive mastic based on liquid glass or liquid glass with a filler in the form of finely ground quartz sand. The choice of rack design is determined by the load. Racks with a core in the form of a square tube are used in cases of the highest loads acting on the racks at

the construction of two to three story buildings.

To increase the height of the building, racks 1 can be made with metal flanges 13 at the ends (see Fig. 5) with holes 14 for fasteners. The flange 13 is welded to the metal core 9 of the rack 1. The wood paneling does not reach the flanges. As fasteners, bolts, screws, riveted joints are used.

Beams 2, rafters 3, runs 4 (see Fig. 6) can be made with a metal core in the form of an I-beam 15, formed from two profiles of a T-section with a sheet welded between them of a smaller section than the wall of the brand, and the ratio of the thicknesses of the shelf of the brand, the walls of the brand, the welded sheet is 10: 6: 2b. The core 11 is treated with a corrosion-resistant coating and lined along the perimeter with treated antiseptics and flame retardants, for example bischofite (MgC / solution) or its derivatives, wooden plates 11 connected to the metal core with metal dowels 12 with holes for fasteners, while the boundaries of the connection between metal and wood filled with material that ensures the filling of voids and irregularities, protection of metal from corrosion, increased fire resistance and adhesive ability. As such material, for example, GARANT sealing and adhesive mastic can be used - a composition based on liquid glass or liquid glass with a filler in the form of finely ground quartz sand and additives. Beams 2, rafters 3, runs 4 (see Fig. 7) can be performed with

a metal core 16 in the form of an I-beam, formed of two brands made up of two corners, with a sheet welded between them of a smaller cross section than the wall of the brand, and the ratio of the thicknesses of the shelf of the brand, wall of the brand and welded sheet is 10: 6: 2-4-3 .

Rafter 3 can also be performed with a metal flange 13 (see Fig. 8), welded to the metal core 15 at the ends of the rafter 3. The flanges 13 are provided with holes 14 for fasteners.

The fencing panels 6 (see Fig. 9 a, b) have a wooden frame 17 treated with an antiseptic and flame retardant, formed by longitudinal 18 and transverse 19 boards and located between two U-shaped metal frames 20 treated with an anti-corrosion coating, mechanically connected to the wooden frame 17 while the boundaries of the connection between metal and wood are filled with material that ensures the filling of voids and irregularities, the protection of metal from corrosion, increased fire resistance and adhesive ability.

As such material, for example, GARANT sealing and adhesive mastic can be used - a composition based on liquid glass or liquid glass with a filler in the form of finely ground quartz sand and additives.

The metal frames at the junction of the cells of the frame 17 are provided with stiffeners 21. The metal frames 20 can be attached to the wooden frame using bolts, screws, riveted joints 22.

Sheathing - the outer 23 and inner 24 are fixed to the frame 17 using standard fasteners, such as screws (not labeled), etc.

Sheathing is made - the outer 23 is made of waterproof material, for example, fiber cement boards, metal or plastic siding, the inner 24 is made of individual materials at the request of the customer.

The space between the claddings 23 and 24 is filled with a heat insulating material 25 with a vapor insulating coating 26. As a heat insulating material 25, poroisol, mineral wool, etc. can be used as a vapor insulating coating 26, a polyethylene film, polycraf, etc.

The cover panels 7 and overlap 8 (see Fig. 10 a, b) have a similar design as the fence panels, but additionally contain metal support plates 27 attached to the ends of the lower metal frame 20 by welding or self-tapping screws (not indicated) .

The fencing panels 6 may also be autumn-symmetrical, have door and / or window openings. rack 1, is additionally equipped with a beam 28, which is adjacent to the beam 28

adjacent panel through a seal 29, which can be used as a rubber cord or other elastic sealing element. The panels 6 are interconnected by a bolt 30.

For fastening two panels of the fence 6 to the corner post 1 (see Fig. 12), a connecting corner 31 is used, which is attached to the panel of the fence 6 by means of a wooden beam 28 with a fastening element - a bolt 32 to the panel of the fence 6, and then fixed to the rack 1 by a fastening element - a bolt (not indicated) through the holes of the plug to the rack 1.

Between the wooden beam and the casing of the rack 11 there is a sealing element 29 made of porous rubber, which serves to protect the junction from moisture and outside air.

The attachment unit of the guard panel 6 to the ranked post 1 is shown in FIG. 18. The connecting corner 31 by means of a wooden beam 28 is attached to the guard panel 6 with a fastening element - a bolt 32, passed through the hole of the guard panel nugget and then fastened to the rack 1 by a fastening element - a bolt (not marked) through the holes of the rail 12 to the rack 1. serves protect the junction from moisture and external

air.

The racks 1 of the prefabricated frame building are attached to the monolithic belt by means of anchor bolts 33, passed through the holes 14 in the flanges 13 of the racks 1 (see Fig. 13).

To connect the struts 1 of the frame with the flanges 13 to each other, bolts 34 can be used, passed through the holes 14 of the adjacent flanges 13 (see Fig. 14) or other fasteners.

To connect the rack 1 and the floor beams 2 can be used bracket 35 (see Fig. 15). The bracket 35 in the node connecting the floor beam 2 and the rack 1 is a welded structure formed of three vertical plates, of which two - 36 and 37 are parallel to each other and are located at a distance equal to the width of the beam 2, and are attached perpendicular to the third the plate 38 and to the fourth support plate 39, attached horizontally from the bottom to the ends of the vertical parallel plates 36 and 37. In the vertical parallel plates 36 and 37 there are holes 40, coaxial with the holes of the pins 12 of the sides of the beams Adjustment 2, the openings 41 in the third vertical plate 38 are coaxial holes 12 pegs rack 1.

In FIG. 16 shows the attachment of the floor beam 2 to the rack 1 using the bracket 35. The bracket 35 is mounted on the rack 1 by means of bolts 42, passed through the holes of the pins 12 of the rack 1 and the hole 41 in the bracket 35 on its vertical plate 38. The floor beam 2 is supported on a horizontal plate 39 and is secured with a bolt 32 passed through

hole 40, coaxial with the hole of the Nagel beam overlap 2.

The floor panels 7 and the cover 8 are supported on the floor beam 2 (see Fig. 17) using metal connecting angles 43, which are fixed to the beam 2 using fasteners. The cover panel 7 or floor 8 is supported on the connecting corner 43 using the plate 27 of the floor panel 7 or cover 8 and the panel is fixed using fasteners, for example, rivets.

The bracket 44 can also be used in the node connecting the floor beam 2 and the rack 1 and is a welded structure (see Fig. 19), consisting of three vertical plates 45, 46, 47, forming in plan the letter H and the fourth base plate 48 attached horizontally and perpendicularly to the lower ends of two parallel plates 45 and 46 to the left or right of the crossbar 47. In the vertical parallel plates 45 and 46 of that part of the bracket 44, which is devoid of the horizontal plate 48, there are holes 49, coaxial with the holes of the studs 1 frame ca, and in parallel vertical plates 45 and 46 of the bracket 44 having the horizontal plate 48, has openings 50 coaxial holes nagelej floor beams 2.

In FIG. 20 shows the attachment of the floor beam 2 to the rack 1 using the bracket 44. The bracket 44 is mounted on the rack 1 by means of bolts 32 passed through the holes of the rack 1 and the hole 49

23

the bracket on the vertical plates 45 and 46. The floor beam 2 rests on the horizontal plate 48 of the bracket 44 and is secured by bolts 32 passed through the holes 50 of the plates 45 and 46 and the holes of the girders of the floor beam 2.

The bracket 51 at the junction of the ridge beam 5 and the rafter 3 (see Fig. 21) is a welded structure of two polyhedral parallel vertical plates 52 and a third support plate 53, located mainly horizontally and attached perpendicular to the upper faces of the vertical plates 52 while two vertical plates 54 are perpendicularly attached to the third plate 53, spaced apart from each other at a distance equal to the width of the ridge beam 5. Holes 5 are made in the vertical polyhedral plates 53 5, coaxial with the holes of the nails 12 of the rafters 3. Polyhedral plates 52 have stiffeners 56, perpendicular to these plates 52. The stiffeners 57 are perpendicularly welded to the vertical plates 54, and the plates 54 have holes 58, coaxial with the holes of the nails 12 of the ridge beam 5. On the base plate 53 has holes 59.

The junction of the ridge beam 5 with the rafter 3 using the bracket 51 is shown in FIG. 22. The bracket 51 is fixed to the rafters 3 by means of fasteners - bolts 32 (not shown), passed in the base plate 53, as well as fasteners 32, (not shown), passed through the holes 55 in two polyhedral parallel plates 52. Skate beam 5 leans on a support plate 53 and placed

between two vertical plates 54 and attached to them by fasteners 32 (not shown), passed through the holes 58 of the plates 54 of the bracket 51.

Used in the case of a small slope of the roof, the bracket 60 of the connection node of the ridge beam 5 and rafters 3 is a welded structure (see Fig. 23), consisting of a plate 61 with holes 62, coaxial dowels 12 of the rafters 3 and two parallel plates perpendicular to it 63, located from each other at a distance equal to the thickness of the ridge beam 5, in which the holes 64 are aligned with the holes of the pins 12 of the ridge beam 5.

The junction of the ridge beam 5 and rafters 3 using the bracket 60 is shown in FIG. 24. The plate 61 is fixed to the rafters with fasteners 32 passed through the holes 62, and the ridge beam 5 is placed between the vertical plates 63 and is attached with bolts 32 passed through the holes 64.

An bracket 65 for the rafter joint 3 and the run 4 is shown in FIG. 25. The bracket 65 is a plate 66 with holes 67, pine holes of the pins 12 of the rafter 3, to which an inverted U-shaped table is attached - a metal profile in the form of an inverted letter P, formed of two vertical parallel plates 68 and one horizontal plate 69. B vertical plates 68 have holes 70,

25 coaxial bore holes 12 runs 4. Vertical parallel

plates 68 are spaced one from the other by a distance equal to the width of the run.

The bracket 65 with a plate 66 is attached with fasteners (not indicated) through the holes 67 to the rafter 3 (see Fig. 26). Run 4 rests on a horizontal plate 69 and is mounted on vertical parallel plates 68 using bolts 32 passed through holes 70 of the plates 68.

The bracket 71 in the connection node of the rafter 3, the floor beams 2 and the cover panel 7 (see Fig. 27) is a flat plate 72 with holes 73, the coaxial holes of the nails 12 of the rafters 3 and the floor beams 2, to which the stiffener 74 is perpendicularly attached which is a support element for the floor panel 7 (not shown).

The bracket 75 (see Fig. 28) is used if the upper faces of the cover panels 7 (floors 8) are located above the upper edges of the rafter 3 (beams 2), and in this case it is a plate 76 with holes 77 through which the ends are passed threaded rods 78 tightened by nut 79, the rods being located on the sides of the beam and passed through holes in the abutment angles 43.

The bracket 80 (see Fig. 29) is a welded structure consisting of two polygonal parallel plates 81 located at a distance equal to the thickness of the rack 1 with holes 82, coaxial holes of the nails 12 of the rack 1. A horizontal plate 83 and an inclined plate are welded between the plates 81 plate 84, which is a support for inclined

racks 1 or rafters 3, and the plates 83 and 84 form an acute angle between themselves and a stiffener 85 is vertically welded between them.

The bracket 80 (see Fig. 30) is bolted 32 to the vertical post 1. The inclined post 1 or rafter 3 is supported by the support plate 84 of the bracket 80 and secured by bolts 32 passing through the holes 82, coaxial with the holes of the pins of the inclined post 1 or rafters 3.

To ensure the rigidity of the floor or cover disk, each of the floor panels 8 or cover 7 at the junction between each other is additionally equipped in its lower part with a wooden beam 28. Attached to the outer longitudinal board 18 of the cover panels 7 or floor 8, are fastening elements, for example, self-tapping screws (not shown). The beam 28 is adjacent to the beam 28 of the adjacent panel through the snail element 29, which can be used as a rubber cord or other elastic sealing element. The space above the sealing element is filled with a sealing compound 86, for example, cement mortar, which has the ability to expand upon hardening, with a heat-insulating material 25, for example, poroisol and is covered by a board 87 from above. By means of anchor bolts 33, passing them through the holes 14 in the flanges

13 racks. On racks 1, brackets 35 or 44 are fixed using bolts 42 or 32, respectively. Floor beams 2 are supported on horizontal plates of brackets 35 or 44 and secured with bolts 32. Floor panels 7 or coatings 8 are supported on beams 2 by means of metal connecting angles 43 with the plates 27 of the overlap panel 7 or the cover 8 and are fixed with one-sided blind rivets. Racks 1 are connected to each other in height by means of bolts 34, passed through holes 14 of adjacent flanges 13 of racks 1. An inclined rack 1 or rafter 3 can also be connected to a vertical rack 1 by means of an arm 80. To connect the ridge beam 5 and the rafter 3, use an arm 51 , which is fixed to the rafters 3 by means of bolts 32 through the holes of the bracket 51. The ridge beam 5 is supported by the support plate 53 of the bracket 51 and bolted 32 to its vertical plates 54.

In the case of a small slope of the roof, a bracket 60 is used to connect the ridge beam 54 and the rafter 3. The plate 61 of the bracket 60 is fixed to the rafters 3 with fasteners 32, and the ridge beam 5 is bolted 32 to the vertical plates 63 of the bracket 60.

To connect the rafters 3 and run 4, a bracket 65 is used, which is fixed with its plate 66 by fasteners to the rafter 3. Run 4 rests on the horizontal plate 69 of the bracket 65 and

fixed on the vertical plates 68 of the bracket 65 with bolts 32.

Rafter 3, floor beam 2 and the cover panel is connected using brackets 71. The bracket 71 is fixed with fasteners with its vertical plate 72 to the rafter 3 and floor beam 2, and its stiffener 74 serves to support the cover panel.

If the upper faces of the floor panels 7 are higher than the upper edges of the coating panels 8 above the upper edges of the rafters 3, a bracket 75 is used in the form of a plate 76 with holes 77 through which rods 78 are passed, covering the beam 2 or the rafters 3 from the sides with a threaded thread, tightened with a nut 79, while the rods 78 are passed through holes in the reference corners 43.

The holes for the fasteners are the holes of the tubular pins, which serve to connect the wooden skins and metal cores of the parts of the home kit, which greatly simplifies the process of mounting the building.

Domokomplekt prefabricated frame-panel building allows you to erect frame-panel buildings of high storeys with low cost, necessary fire resistance, lightweight, which eliminates the need for heavy and energy-intensive transport and lifting machines and facilities and expands the scope of application of small-scale mechanization

1. The home set of prefabricated frame - panel building, including reinforced wooden frame parts in the form of racks, beams, rafters, girders, ridge timber, fencing panels and floor panels with reinforcing element, connecting metal elements and sealing elements, characterized in that the reinforced wooden racks made in the form of a bar containing inside a metal core protected by an anticorrosive coating in the form of a rectangular tube, lined along the perimeter with treated antiseptic and anti pyrene with wooden plates connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and bumps, protection of the metal from corrosion, increased fire resistance and adhesive ability, reinforced wooden beams, rafters, the runs are made with a metal core treated with an anticorrosive coating in the form of an I-beam made of two profiles of a T-section ies or brands made up of two corners, with a sheet welded between them of a smaller cross section than the wall of the brand, and the ratio of the thicknesses of the shelf of the brand, wall of the brand and the welded sheet is 10: 6: 2-kZ, while the core is lined along the perimeter with antiseptic treated and flame retardant wood lining connected to a metal core by metal

Claim. pins with holes for connecting elements, while the borders

the joints between metal and wood are filled with material that ensures filling, voids and bumps, protection of metal from corrosion, increased fire resistance and adhesiveness, fencing panels, overlapping and coating panels are made in the form of cells filled with heat-insulating material with vapor barrier, treated with antiseptics, between the outer and inner cladding and fire-retardant wood frame formed by longitudinal and transverse boards, and located between two treated with anti-corrosion coating by metal U-shaped metal frames connected mechanically to the wooden frame, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and bumps, protection of the metal from corrosion, increased fire resistance, additional corrosion resistance and adhesive ability, and metal frames in places the cell joints are equipped with stiffeners, while the coating and overlapping panels additionally contain supporting metal plates attached at the ends of the lower metal of the U-shaped frame, and the connecting metal elements are made in the form of brackets containing holes coaxial with the holes of the plugs of the connected elements of the frame parts for skipping fasteners, while the bracket in the joint of the floor beam and the rack is welded

& s

2

a structure consisting of three vertical plates forming the letter H in plan and a fourth support plate attached horizontally and perpendicularly to the lower ends of two parallel vertical plates to the left or right of the crossbar, and there are holes in the vertical parallel plates of the bracket part that does not have a horizontal plate coaxial with the holes of the frame rack nails, and in the vertical parallel plates of the part of the bracket having a horizontal plate, there are holes coaxial with the holes of the frame spruce beams, or a welded structure formed of three vertical plates, two of which are parallel to each other and are located at a distance equal to the width of the beam and are attached perpendicular to the third plate, and a fourth base plate attached horizontally from the bottom to the ends of the vertical parallel plates, while the vertical parallel plates have holes coaxial with the holes of the dowels of the lateral sides of the floor beams, and the holes in the third vertical plate are aligned with the holes of the nails it stands, the bracket in the junction of the ridge beam and rafters is a welded structure of two polyhedral parallel vertical plates and a third plate, located mainly horizontally and attached perpendicular to the upper faces of the vertical plates, while two parallel vertical plates are perpendicularly attached to the third plate from each other at a distance equal to the width

ridge beam, and multifaceted vertical plates are made with

holes, coaxial holes of the rafters and reinforced with ribs perpendicular to these plates, and the holes on the vertical plates for fastening the ridge beam are coaxial to the holes of the ridge of the ridge beam, and these vertical plates are reinforced with stiffeners, and in the horizontal plate there are holes for fasteners, or welded a structure consisting of a plate with holes coaxial with the rafters of the rafters and two parallel plates perpendicular to it, spaced from each other at a distance equal to other than a ridge beam, the holes in which are aligned with the ridge holes of the ridge beam, or a welded structure consisting of a plate with holes coaxial with the rafters and two plates perpendicular to it, spaced from each other at a distance equal to the thickness of the ridge beam, the holes in which are aligned with the holes of the nails ridge beam, the bracket in the node connecting the rafters and the girder is made in the form of a plate with holes, coaxial holes of the rafters, to the surface to which the inverted U-shaped table is attached, the walls of which there are holes coaxial with the holes of the girder of the run, the bracket in the node connecting the rafters and the floor beams and the floor or cover panel is made in the form of a flat plate with holes, coaxial holes of the nails of the connected frame parts, to which the stiffener is perpendicularly attached, which is also a support element for floor panels

4 bracket in the node connecting rafters or floor beams and panels

floors or coatings, the upper faces of which are located above the upper edge of the rafters, are made in the form of a plate with holes for a threaded connection, through which the ends of the threaded rods are passed, tightened with a nut, while the rods cover the beam from the sides and are attached to the reference angles attached to the lower part of the rafter beam, the bracket in the junction of the vertical and inclined racks or rafters is a welded structure consisting of two polygonal parallel plates located one another from a friend at a distance equal to the thickness of the rack, perpendicular to which a horizontal and inclined plate is attached, forming an acute angle between each other and connected by a stiffener perpendicular to it and parallel to polygonal plates, and the holes in the upper parts of the polygonal plates are aligned with the holes of the nails of the inclined rack or rafters, and the holes in the lower parts of the polygonal plates are aligned with the holes of the pins of the vertical rack, and attached to the coating beam or rafters by fastening launched through the hole of the nails of the beam, or rafters, the reference corner.

2. Domokomplekt according to claim 1, characterized in that the racks or rafters are additionally equipped with metal flanges at the ends.

3.Domokomplekt under item 1.2, characterized in that the ridge beam is made with a treated anti-corrosion metal coating

 - / JJ

5

a core in the form of an I-beam made up of two profiles of a T-section or brands made of two corners with a sheet welded between them of a smaller section than the wall of the brand, and the ratio of thicknesses

the shelves of the brand, the walls of the brand and the welded sheet is 10: 6: 2- -3.

4. Domokomplekt under item 1,2,3, characterized in that the fence panels are additionally equipped with wooden blocks.

5. Domokomplekt under item 1,2,3,4, characterized in that the floor and cover panels are additionally equipped in their lower part with bars attached to the outer longitudinal board of the panel frame.

Domokomplekt prefabricated 5

building

FIG. 1

Claims (5)

1. Home set of prefabricated frame-panel building, including reinforced wooden frame parts in the form of racks, beams, rafters, girders, ridge timber, fencing panels and floor panels with reinforcing element, connecting metal elements and sealing elements, characterized in that the reinforced wooden racks made in the form of a bar containing inside a metal core protected by an anticorrosive coating in the form of a rectangular tube, lined along the perimeter with treated antiseptic and antip irene with wooden plates connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and bumps, protection of the metal from corrosion, increased fire resistance and adhesive ability, reinforced wooden beams, rafters, the runs are made with a metal core treated with an anti-corrosion coating in the form of an I-beam made of two profiles of a T-section or brands made up of two corners, with a sheet welded between them of a smaller cross section than the wall of the brand, and the ratio of the thickness of the shelf of the brand, wall of the brand and the welded sheet is 10: 6: 2 ÷ 3, while the core is lined around the perimeter with antiseptic treated and fire-retardant wooden plates connected to a metal core with metal pins with holes for connecting elements, while the boundaries of the connection between the metal and the tree are filled with material that ensures the filling of voids and irregularities , protection of metal from corrosion, increased fire resistance and adhesiveness, fencing panels, overlapping and coating panels are made in the form of a wooden frame formed between longitudinal and transverse boards between the outer and inner claddings with vapor insulation of the cells formed with antiseptic and flame retardant wood, and located between two metal frames treated with an anticorrosive coating, mechanically connected to the wooden frame, while the boundaries of the connection m Metal and wood are filled with material that ensures filling voids and bumps, protecting the metal from corrosion, increased fire resistance, additional corrosion resistance and adhesive ability, while the coating and overlapping panels additionally contain supporting metal plates attached at the ends of the lower metal frame, connecting metal elements made in the form of brackets containing holes, coaxial with the holes of the dowels of the connected elements of the frame parts, for skipping the mounting elements entom, the bracket in the node connecting the floor beams and racks is a welded structure consisting of three vertical plates that form the letter "H" in plan and a fourth support plate attached horizontally and perpendicular to the lower ends of two parallel vertical plates to the left or right of crossbars, and in vertical parallel plates of the part of the bracket that does not have a horizontal plate, there are holes coaxial with the holes of the frame rack nails, and in vertical parallel plates on the other side of the bracket having a horizontal plate, there are holes coaxial with the holes of the girders of the floor beams, or a welded structure formed of three vertical plates, of which two are parallel to each other and spaced from each other at a distance equal to the width of the beam and attached perpendicular to the third plate and the fourth support plate attached horizontally from the bottom to the ends of the vertical parallel plates, while the vertical parallel plates have holes coaxial with the holes of the pins of the new sides of the floor beams, and the holes in the third vertical plate are coaxial with the holes of the rack rails, the bracket in the junction of the ridge beam and rafters is a welded structure of two parallel vertical plates and a third plate located mainly horizontally and attached perpendicular to the upper faces of the vertical plates, with two parallel vertical plates spaced apart from each other at a distance equal to the width of of the ridge, and the vertical plates are made with holes, coaxial holes of the rafters and reinforced with ribs perpendicular to these plates, and the holes on the vertical plates for fixing the ridge are coaxial with the holes of the ridge of the ridge, and these vertical plates are reinforced with stiffeners, and in the horizontal plate there are holes for fasteners, or a welded structure consisting of a plate with holes coaxial with the rafters of the rafters, and two parallel plates perpendicular to it, ra spaced apart from each other at a distance equal to the thickness of the ridge beam, the holes in which are coaxial with the holes of the ridge of the ridge beam, or a welded structure consisting of a plate with holes coaxial with the rafters and two plates perpendicular to it, spaced from each other at a distance equal to the thickness of the ridge beam, the holes in which are aligned with the holes of the ridge of the ridge beam, the bracket in the node connecting the rafters and the girder is made in the form of a plate with holes, coaxial holes of the rafters of the rafters, to the surface, the inverted “U” shaped table is attached, the walls of which have holes coaxial with the holes of the girder of the run, the bracket in the node connecting the rafters and the floor beams and the floor or cover panel is made in the form of a flat plate with holes coaxial with the holes of the connected parts of the frame to which a stiffener is perpendicularly attached, which is at the same time an abutment element for the floor panel, the bracket in the junction of the rafter or floor beam and the floor or floor panels, top the other faces of which are located above the upper edge of the rafter, is made in the form of a plate with holes for a threaded connection, through which the ends of the threaded rods are passed, tightened with a nut, while the rods cover the beam from the sides and are attached to the reference angles attached to the lower part of the rafter beam , the bracket in the junction of the vertical and inclined racks or rafters is a welded structure consisting of two polygonal parallel plates located at a distance equal to each other the thickness of the rack, perpendicular to which the horizontal and inclined plates are attached, forming an acute angle between themselves and connected by a stiffener perpendicular to them and parallel to the polygonal plates, with the holes in the upper parts of the polygonal plates being aligned with the holes of the nails of the inclined rack or rafters, and the holes in the lower parts of the polygonal the plates are aligned with the holes of the uprights of the vertical strut, and attached to the coating beam or rafter by fastening elements passed through the hole of the nag Lei beams or rafters, the reference area. 2. Domokomplekt according to claim 1, characterized in that the racks or rafters are additionally equipped with metal flanges at the ends. 3. A home set according to claims 1 and 2, characterized in that the ridge beam is made with a metal core treated with an anticorrosive coating in the form of an I-beam made up of two profiles of T-sections or brands made of two corners with a sheet welded between them of a smaller section than the wall brands, and the ratio of the thicknesses of the shelf of the brand, the wall of the brand and the welded sheet is 10: 6: 2 ÷ 3. 4. Domokomplekt according to claims 1 to 3, characterized in that the fence panels are additionally equipped with wooden blocks. 5. Domokomplekt according to claims 1 to 4, characterized in that the overlap and cover panels are additionally provided in their lower part with bars attached to the outer longitudinal board of the panel frame.