RU2528769C2 - Wall wooden panel - Google Patents

Abstract

FIELD: construction.

SUBSTANCE: invention relates to construction and is designed for use in erection of bearing walls of wooden low-rise buildings of carcass type. A wooden wall of a building comprises a carcass made from vertical stands and panels placed on them in staggered order. Panels are U-shaped, comprise a bar equipped with stiffening ribs and end ledges mounted on opposite external and internal faces of vertical stands, forming external and internal surface of bearing walls of the building with external dimensions in the row of its dimension types from 5×5 to 15×15 m. The upper part adjoining the vertical stand in the upper end ledge of each panel is equipped with a slope extended along the horizontal line, forming between the panel and the stand a cavity of prismatic shape, filled with sealant, and the lower part of the bar and the lower end ledge of each panel are equipped with a drainage groove.

EFFECT: provision of unification, universality in continuous flow technology of construction, increased strength, reliability, stability of erected walls.

3 cl, 5 dwg

Description

The invention relates to construction and is intended for use in the construction of load-bearing walls of wooden low-rise buildings of frame type.

A building is known according to the application of France No. WO-89/11008 (E04B 1/10, published on November 16, 1989, claimed by RASANEN Youko), in which the frame of the load-bearing walls is formed by vertical posts connected to the panels by means of nails or similar fastening means.

This design is quite simple and stable, in the initial period of operation, however, the use of nails and similar fastening means in it does not provide its strength, reliability, tightness, or environmental friendliness.

Known collapsible wall construction for low-rise construction according to the patent for invention RU No. 2121549 (E04B 2/70, patented. Tanashchuk VR, Gamzov Yu.T., publ. 10.11.1998), containing racks and wall panels made from standard modules consisting of longitudinal lamellas stacked on each other and interconnected.

Such a system is assembled from partially unified assemblies, elements and parts and does not require additional internal and external decoration, however, it is complex and laborious in the manufacture of its parts and their assembly.

The building according to the invention patent RU No. 2287643 (E04B 1/10, E04H 1/10, patented YANDL Adolf, publ. November 20, 2006) is known, having external and internal walls, coatings and ceilings, consisting of plates containing at least at least one inner and one outer panel held by spacer elements and made in one direction solid.

The use of such a technical solution involves the creation of arbitrary layouts from building plates, however, it is characterized by complexity, high material consumption, as well as laboriousness both in the manufacture of a large number of constituent elements, and in construction.

Known wall of the house according to the patent for invention RU No. 2168592 (E04B 2/70, E04B 1/10, E04C 2/10), containing corner panels and ordinary panels made without end columns, the outer skin of which are joined and interconnected on the outer vertical faces I-shaped and L-shaped elements without the formation of a through gap.

Such a wall is environmentally friendly and ergonomic, however, it is also characterized by an excessive number of unified components, the complexity and complexity of both the manufacture and the process of their installation.

Closest to the claimed is the wooden wall of the building according to the patent for invention RU No. 2112116 (E04B 2/80, patented. Suvorin G.G., Tretyakov O.A., publ. 05.27.1998), containing a frame made of uprights and lamellas placed on them in a checkerboard pattern.

However, the well-known wall in the manufacture of its components and assembly requires very precise execution and compliance with all gaps, is characterized by an excessive number of vertical and horizontal parts, non-versatility and disadvantages with regard to its sealing, manufacturing and assembly processes, as well as ensuring environmental requirements, ergonomics and aesthetics.

The technical task of the invention is to ensure its unification and versatility when using in-line construction technology, as well as increasing the strength, reliability, stability and tightness of the load-bearing walls and the entire building as a whole.

This result is achieved by the fact that in the wooden wall of the building made of vertical struts and panels placed on them in a checkerboard pattern, the latter are given a U-shaped shape consisting of lamellas equipped with stiffening ribs and frontal protrusions mounted on opposite outer and inner faces of the vertical struts , forming the outer and inner surface of the bearing walls of the building with external dimensions in the series of its standard sizes from 5 × 5 to 15 × 15 m in compliance with the parametric proportions given in the table

Parameter The length of the wall of the building, m Increment, m 5 ... 8 9 ... 11 12 ... 15 but 0.15 0.30 0.45 0.15 b 0,03 0,045 0.06 0.015 from 0.25 0.4 0.55 0.15 d 0.3 0.45 0.6 0.15 e 0.6 0.8 1,0 0.20 where a is the thickness of the lamella, m; b is the thickness of the frontal protrusions, m; с - panel width, m; d is the step between the ribs, m; e - step between the uprights, m

moreover, the upper part of the upper frontal protrusion of each panel adjacent to the vertical strut is equipped with a horizontally elongated bevel, which forms a prismatic cavity between the panel and the strut, filled with sealant, and the lower part of the lamella and the lower pritortal protrusion of each panel are provided with a drainage groove. In addition, the outer panels are attached to the outer faces, and the inner panels to the inner faces of the uprights in a horizontal position parallel and opposite each other, apart, overlap and (or) staggered; if there is a gap hole between the upper end plane of the underlying panel and the lower end plane of the adjacent overlying panel with a thickness of more than 5 mm at the place where this hole exits onto the adjacent side edge of the vertical rack, a horizontal strip is additionally attached to the last one, the length of which corresponds to the width of this edge of the rack or the length of the entire panel.

Design and technological features of the claimed wall are described by drawings, in which Fig. 1 shows a sectional general view of a wall in connection with a vertical strut of a load-bearing wall, Fig. 2 - node A of the connection of the lower frontal protrusion of the lamella with a vertical strut, Fig. 3 - view of the wall top section II, figure 4 is a General view of the wall in section when using the staggered arrangement of panels, figure 5 is a front view of the wall of the building, to the inner faces of the vertical walls of which are attached internal panels.

As can be seen from figure 1, the design of the proposed wall is made of panels (1), which include lamellas (2), frontal protrusions (3) and bevels (4), and vertical posts (5) are used to create the wall frame. In addition, the lower part of the lamella (2) and the lower frontal protrusion (3) are provided with a milling drainage groove (6). Figure 2 presents, using view A, the lower fragment of the panel (1), which includes a bevel (4), drainage grooves (6), a slit hole (9) between adjacent panels, and a bar (10) that closes it and whose length is taken equal to the width of the faces of the uprights (5) or the length of the panel (1). Figure 3 shows a top view of the wall in cross section I-I, in which stiffeners (7) are installed along the entire length of each panel and at right angles to its lamella. The location of the panels (1) adjacent to the vertical strut (5) opposite each other is shown in Fig. 1, Fig. 4 shows how they are attached to the strut (5) in a checkerboard pattern, and in Fig. 5, they are connected from below to beam (8) of the lower floor of the building.

Thus, the claimed technical solution is a wall structure (1), consisting of panels with a U-shaped shape, created by connecting a long lamella (2) and having the same length of bars-prigotoreznyh protrusions (3), and the panel is also equipped with a number of stiffeners (7) located parallel to each other and at right angles to both the frontal ledges (3) and the lamella (2). The panels themselves (1) can be external and are attached to both the outer faces of the vertical posts (5) and the inner faces of the same posts (5). In this case, the panels (1) can be located opposite each other, sideways, overlapping and in a checkerboard pattern, remaining in all cases parallel to each other.

As can be seen from Figs. 1, 2 and 3, the panels are also provided with bevels (4) of the upper frontal ledges (3), slotted holes (9) with the strips (10) covering them, and drainage grooves (6) for the lower parts of the lamella (2) and the lower parietal ledge (3). The bevels (4), the cavity of which is filled with sealant, are designed to prevent the spread of moisture, while the drainage grooves (6) ensure the timely discharge of the water that has got into the panel and the condensate formed there, which contributes to the strength, stability, tightness and durability of the walls of the building.

The drawings show such parametric indicators as a is the thickness of the lamella, b is the thickness of the protrusions, c is the width of the panel, d is the pitch between the stiffeners and e is the pitch between the uprights. The choice of the values of the parameters a, b, c, d and e for the three main building sizes, namely with wall lengths from 5 to 8 m, from 9 to 12 m and from 13 to 15, should be carried out using the table

Parameter The length of the wall of the building, m Increment, m 5 ... 8 9 ... 11 12 ... 15 but 0.15 0.30 0.45 0.15 b 0,03 0,045 0.06 0.015 from 0.25 0.4 0.55 0.15 d 0.3 0.45 0.6 0.15 e 0.6 0.8 1,0 0.20

When developing the proposed technical solution, a thorough check was carried out in full-scale conditions and adjustment of all the main structural and technological features of low-rise construction (using erected from the original lumber and specially manufactured glued units, elements and parts) buildings with external dimensions from 5 × 5 to 15 × 15 For this purpose, the unification of the building materials used was carried out within the framework of stream construction methods, and the additional disclosure of ershenstvovanie panel design provides for increased durability, robustness, reliability, stability and tightness built with the help of load-bearing walls and the whole building, as well as improving the ergonomic performance, environmental friendliness and aesthetics.

Claims (3)

1. The wooden wall of the building, containing a frame made of vertical uprights and staggered panels, characterized in that the latter are given a U-shaped shape, consisting of a lamella equipped with stiffening ribs and frontal protrusions mounted on opposite external and internal faces vertical racks, forming the outer and inner surfaces of the bearing walls of the building with external dimensions in the row of its standard sizes from 5 × 5 to 15 × 15 m in compliance with the parametric proportions shown in the table
Parameter The length of the wall of the building, m Increment, m 5 ... 8 9 ... 11 12 ... 15 but 0.15 0.30 0.45 0.15 b 0,03 0,045 0.06 0.015 from 0.25 0.4 0.55 0.15 d 0.3 0.45 0.6 0.15 e 0.6 0.8 1,0 0.20 where a is the thickness of the lamella, m; b is the thickness of the frontal protrusions, m; с - panel width, m; d is the step between the ribs, m; e - step between the uprights, m
moreover, the upper part of the upper frontal protrusion of each panel adjacent to the vertical strut is equipped with a horizontally elongated bevel, which forms a prismatic cavity between the panel and the strut, filled with sealant, and the lower part of the lamella and the lower pritortal protrusion of each panel are provided with a drainage groove. 2. Wall wood panel according to claim 1, characterized in that the outer panels are attached to the outer faces, and the inner panels to the inner faces of the vertical pillars of the wall in a horizontal position parallel to and opposite to each other, apart, overlapping and (or) staggered. 3. Wall wood panel according to claim 1, characterized in that in the presence of a slit hole between the upper end plane of the underlying panel and the lower end plane of the adjacent overlying panel with a thickness of more than 5 mm at the exit of this hole to the adjacent side face of the vertical rack to the last additionally a horizontal bar is attached, the length of which corresponds to the width of this face of the rack or to the length of the entire panel.

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