Structure of stands connection with external and internal elements of building walls

FIELD: construction.

SUBSTANCE: in a structure of stands connection with external and internal elements of building walls with the help of embedded parts, both angular and row stands are given a boxy shape, comprising external and internal links and embedded parts of square or rectangular cross section, besides, the external link and one of internal links of angular stands have a L-shaped or square cross section, and the second internal link of the same stands - cross section of one fourth of the circle; external and internal links of row stands are made with a U-shaped cross section or in the form of a solid insert of rectangular shape using in the body each angular and row stand, at least of two mounting seats, arranged from cuts and ledges entering into each other.

EFFECT: invention provides for universality, industrial quality, simplicity and convenience of manufacturing and assembly, reliability of operation and aesthetic appearance of the proposed structure.

3 cl, 5 dwg

 



 

Same patents:

FIELD: construction.

SUBSTANCE: invention relates to the field of construction, in particular, to the method to manufacture a 3D building element. The 3D building element is mainly made of plate stocks of material cut by size. Stocks are stage by stage cut from at least one material band, and then connected to each other in the form of a building element.

EFFECT: reduced material consumption.

7 cl, 8 dwg

Building structure // 2510446

FIELD: construction.

SUBSTANCE: building structure includes straight-line elements attached to each other and made from a glued plywood profile containing walls made from plywood and shelves made from bars fixed on the wall along longitudinal edges. There have been used three straight-line elements that are fixed so that an equilateral triangle is formed in a plan view; the shelves of straight-line elements face each other.

EFFECT: increasing carrying capacity of long glued plywood building structures owing to forming a stiff load-carrying element at their operation as part of panels, which is related to perception and redistribution of vertical loads.

2 dwg

FIELD: construction.

SUBSTANCE: collapsible wall structure includes: top and bottom plates, vertical posts between which rows of modules out of profiled straight elements form panels, heat insulator, and facing plates. Modules are made of glued plywood profile with plywood walls bearing shelves out of bars. Profiled elements are attached in groups of three elements forming equilateral triangles. Side modules are made of straight elements forming right triangle with hypotenuse equal to module side and base angle of 60. Modules and side modules are interconnected, and each module is attached to both facing plates. Each module row consists of top and bottom layers. Module bases in bottom layer of bottom row and module bases in top layer of top row are attached to bottom and top plates, respectively. Vertical walls of side modules are attached to surfaces of respective vertical posts facing them. Glued plywood profile shelves face module centre.

EFFECT: enhanced bearing capability.

4 dwg

Wall panel // 2501921

FIELD: construction.

SUBSTANCE: wall panel is made of rows of modules installed onto each other, connected to each other and made from profiled rectilinear elements, is equipped with an insulant and lining boards. Profiled elements are made of a glued veneer profile, comprising walls made of veneer, on which shelves of bars are fixed. At the same time profiled elements are fixed by three to form an equilateral triangle in plan, and their shelves are faced towards the centre of the module. The panel includes side modules, rectilinear elements of which form a right-angled triangle in plan, with a hypotenuse equal to the side of the module and the angle near the base equal to 60. Modules and side modules are fixed to each other, and each module is fixed with both lining boards. Each row in the panel is made from upper and lower layers of modules, at the same time in the lower layer the modules are placed in contact with the adjacent ones and are faced upwards with their tops, and the modules of the upper layer are faced down with their tops and contact with their sides to the sides of the adjacent modules of the lower layer.

EFFECT: increased bearing capacity of a structure.

4 dwg

FIELD: construction.

SUBSTANCE: method to erect multi-layer walls includes formation of at least one wall from at least two rows of lengthy elements laid onto each other. Each row is formed by means of coupling of lengthy elements at the angle by means of connecting units. At the same time the connecting unit is made in each lengthy element in the form of at least one lock slot, having depth and width equal to the sum of thicknesses of at least two lengthy elements coupled with it and forming a wall layer. At least one coupled lengthy element is installed with a lock slot upwards, where at least two lengthy elements are laid as coupled with it, from which at least one is laid by the lock slot downwards, and the other one is laid with the lock slot upwards.

EFFECT: reduced labour intensiveness of wall erection process and reduced time for their erection.

12 cl, 5 dwg

Wall structure // 2499106

FIELD: construction.

SUBSTANCE: wall structure includes an inner bearing layer, a frame for wall bordering, steam insulation, external bordering shields and an insulant. The inner bearing layer is made from prefabricated laminated blocks of horizontal cutting, coupled in corners and abutments of inner walls to outer walls with the help of laminated L-shaped and T-shaped inserts. Laminated blocks and inserts shaved only along one side face at the side of inner rooms are connected to each other along the height of the wall structure on pins glued into the lower face of each laminated block or insert when they are manufactured, and into seats 10 of the below mounted elements during assembly of the wall structure.

EFFECT: increased spatial stiffness of a building.

2 cl, 7 dwg

FIELD: construction.

SUBSTANCE: in a wooden building the elements perceiving load are attached to inner side surfaces, limited with structural elements of the building, comprising stands, ties and horizontal elements so that to make it possible to close the front surface of the bearing wall panel on the outer side with front surfaces of structural elements on the outer side and front surface of the adjacent non-bearing wall on the outer side.

EFFECT: improved earthquake stability of a building.

7 cl, 26 dwg

Blockhouse facade // 2378460

FIELD: construction.

SUBSTANCE: blockhouse facade for lining of internal and external walls includes two extended profile parts for lining of wall surface, which are installed one onto another, angular parts coupled with parts and installed in the form of cross connection of logs laid with an overlap, besides profile parts together with angular parts create an image of whole log structure. Profile parts are arranged as mirror-symmetrical in longitudinal direction and contain cross groove near their ends for opposite profile part of cross connection. Angular parts are arranged in the form of round log sections with cur surface that forms end, and also with opposite first flat joint surface and second joint surface adjacent to it, which matches external surface of cross profile part and angular part. Profile parts and angular parts create a set of component elements to create facade with formation of external and internal angle.

EFFECT: simplified assembly and manufacturing of facade parts.

17 cl, 7 dwg

House wall // 2168592
The invention relates to construction and is intended for the construction of low-rise houses with walls of panels based on wood and drevesnoplitnye or other sheet cladding materials

The invention relates to wall wooden building construction for low-rise construction

FIELD: construction.

SUBSTANCE: wall is erected from favus bars, consisting of three wooden walls and lock members perpendicular to them with holes drilled in the centre. Bars stacked on each other are fastened by means of vertical ties, installed in the foundation of building and passing through the transverse wooden walls of bars. Bars are connected by length via installing and gluing the dowels into the end cuts of longitudinal walls. Angle coupling of wooden bars is accomplished by placing part of one bar end, equal to the width of bar, formed by the outer and middle wall, perpendicularly to the sawed out groove of another bar at some distance from its end, and vertical compressor pumping of insulant (ecological cotton wool) is performed after construction of the first and subsequent floors.

EFFECT: increased air-tightness of the wall.

2 cl, 7 dwg

Bar module // 2524106

FIELD: construction.

SUBSTANCE: bar module of an off-measurement length is formed by joining the bars of an exact length. The Bars of the exact length are hollow-centered and built-up, having trihedral locks at one or both ends, installed inside of the hollow bar, wherein the base of the trihedral is located from below or from above.

EFFECT: bar weight reduction at provision of its required strength.

8 dwg

FIELD: construction.

SUBSTANCE: crowns are set, walls made of wooden units are mounted and roof is installed in the method of construction and assembly of wooden houses, buildings, structures. Binding is mounted preliminary, the upper and lower rims are connected with vertical racks to form the frame, besides the vertical racks, walls and roof are made from wooden units designed in the form of three boards of the same size, connected in such a manner that they form tenon and groove by length and width. Wooden units of upper and lower rims during the assembly are oriented so that the tenons of wooden units of vertical racks enter into the grooves of wooden units of rims, wall installation is carried out by filling the frame with wooden units, inserting the tenon of each subsequent wooden unit into the groove of the previous wooden unit.

EFFECT: increase of productivity by simplifying the technology of construction and assembly of structure while ensuring high ecological compatibility and comfort of the constructed building.

2 cl, 10 dwg

FIELD: construction.

SUBSTANCE: invention relates to the construction, in particular the construction of buildings on permafrost, weak and heaving soils, as well as in seismic zones. The building includes ventilated foundations, walls and cover made with the spatial structure of the core and combined into a single closed fully meshed with slatted frame of diagonally-rod type. The building is erected from the core element by element, of plate and beam elements made of wood materials. Elements are assembled into a single collapsible spatial shield-rod structures bolted through a system of prefabricated moulded node elements with bolt holes. A regular shaped nodal element having a hollow core with four plates attached to it along the outer edges of tetrahedral packing, having a shelf and wall units with bolt holes, adjacent walls being docked with a gap in each of which there is a diagonal tip of the rod member.

EFFECT: technical result is to increase fire resistance and corrosion resistance, to increase portability and expanding field of architectural shaping.

19 cl, 29 dwg

FIELD: construction.

SUBSTANCE: method to erect multi-layer walls includes formation of at least one wall from at least two rows of lengthy elements laid onto each other. Each row is formed by means of coupling of lengthy elements at the angle by means of connecting units. At the same time the connecting unit is made in each lengthy element in the form of at least one lock slot, having depth and width equal to the sum of thicknesses of at least two lengthy elements coupled with it and forming a wall layer. At least one coupled lengthy element is installed with a lock slot upwards, where at least two lengthy elements are laid as coupled with it, from which at least one is laid by the lock slot downwards, and the other one is laid with the lock slot upwards.

EFFECT: reduced labour intensiveness of wall erection process and reduced time for their erection.

12 cl, 5 dwg

FIELD: construction.

SUBSTANCE: in a wooden building the elements perceiving load are attached to inner side surfaces, limited with structural elements of the building, comprising stands, ties and horizontal elements so that to make it possible to close the front surface of the bearing wall panel on the outer side with front surfaces of structural elements on the outer side and front surface of the adjacent non-bearing wall on the outer side.

EFFECT: improved earthquake stability of a building.

7 cl, 26 dwg

FIELD: process engineering.

SUBSTANCE: match-boarding in mating parts is executed by sawing. Half timber and cant are also sawn at log angle joints. Identical sections are made at all joints. In machining, size between dap top and bottom is varied over log length. Peeling is performed in the last turn. Timber falloff is compensated in assembling log house: butt-top, top-butt.

EFFECT: higher efficiency and yield of industrial wood, reduced costs.

5 cl, 10 dwg

FIELD: construction.

SUBSTANCE: method of panels fixation includes arrangement of panels on a surface and their fixation. Fixation of panels with rabbets on the upper and lower sides is carried out bottom-up by application of an adhesive compound onto a surface, where panels are fixed. At first the lower panel is fixed with simultaneous fixation on its upper rabbet of at least two connection elements mounted as protruding beyond the rabbet. The upper panel is installed above the lower panel, pressed to the wall with an adhesive compound and displaced downwards to close rabbets and entrance of protruding parts of connection elements into an upper panel body. Afterwards the upper side along the rabbet is fixed with simultaneous fixation of connection elements for the next upper panel.

EFFECT: invention makes it possible to simplify the technology of panels fixation, having increased its reliability and tightness at the same time.

7 cl, 5 dwg

FIELD: construction.

SUBSTANCE: wooden precast element comprises at least two longitudinal parts joined to each other by embedded joints, and such parts are arranged in parallel at the specified distance from each other. Embedded links are discretely installed along the length of the precast element in oppositely arranged slots of a rectangular cross section, besides, each slot is cut in the middle part of the longitudinal part and is arranged as continuous along its entire length; fibres of the longitudinal part are aligned along the longitudinal axis of the precast unit, and fibres of embedded links are perpendicular to the direction of vertical fibres of the longitudinal part.

EFFECT: increased stiffness of a wooden element and a cladding structure assembled from specified elements.

19 cl, 8 dwg

FIELD: construction.

SUBSTANCE: method of building construction includes the following: preparation of a foundation and attachment of multiple panels to it. Each panel at least partially forms a building wall. The stage of panel attachment to the foundation includes the preliminary stage of attachment at angle sections of the angular panels connection, having at least two parts installed at the angle to each other and attached to each other at one edge. The method also includes the stage of applying marks onto the foundation, which comply with the walls position. Besides, along the marks to the foundation connection elements are attached, so that they are spaced relative to each other by the specified distance.

EFFECT: higher resistance of building panels during their assembly.

8 cl, 5 dwg

FIELD: building, particularly to construct structures including wooden elements.

SUBSTANCE: method involves drilling holes in timbers, logs and other lumber; piercing timbers, logs and other lumber with transversal ties and tensioning thereof with nuts secured to ties; offsetting timbers, logs and other lumber in groups including two or more timbers, logs and other lumber relative previous ones during building erection so that extensions and depressions are formed in walls; applying glue between timbers, logs and other lumber; installing longitudinal ties in slots and connecting ends of each longitudinal tie not terminating at wall ends with one transversal tie; mounting walls on foundation; connecting all walls, intermediate walls and partitions; packing all joints along with mating extensions of one wall with depressions of another one; pressing all building components together with the use of ties and nuts; passing transversal ties through extensions of walls to be connected; tightening all joints by nuts through resilient members with force application thereto and securing floor, ceiling and roof panels to corbels having orifices for ties receiving. Above panels have vertical holes for ties insertion. Floor and corbel are supported by timbers or logs or other lumber. Walls are connected to foundation, floor, ceiling or roof through resilient members by transversal ties or nuts adapted to move in slots due to wood shrinking or becoming wet.

EFFECT: increased tightness of building joints, strength, reliability, service life, improved ecological safety, quality of building finishing, enhanced appearance, reduced time and cost of building erection.

5 cl, 7 dwg

Up!