DE202014008049U1 - Creation of structures from a variety of individual handy, compatible and modular structural members for dry and self-assembling timber structures - Google Patents

Abstract

Structure for the construction of structures with components from timber construction, wherein the structure consists of a plurality of individual timber components, characterized in that a load-bearing component of a structure, modular and compatible formed of individual elements, according to a coordinate system (X, Y, Z ), geometric, three-dimensional and non-positive structural member (1) which is formed from at least one horizontally arranged support plate (2, 3) and at least one vertically arranged support (4, 5, 6, 7), wherein two horizontal support plates (2, 3) are spaced by at least four vertical supports (4, 5, 6, 7) and form a hollow body.

Description

The invention relates, according to the preamble of claim 1, a supporting structure for the construction of buildings, preferably of buildings, in dry and self-construction with components from the timber industry, the structure is formed from a variety of individual wood components in skeleton construction, which makes it From a support structure of the timber frame construction and / or plastic construction differs gravely and can be clad as a new wooden structure with components from the plastic industry, preferably from the Dämmstoffbau, in the composite system.

The prior art, the following terms are to be taken from the construction industry. The term construction refers to the construction of buildings and buildings. This includes both the design process and the result, ie the structure of the components in the finished structure, here in particular the wall construction. The term "structure" refers to a man-made structure with a resting contact with the ground, while the term "building" is a sub-concept of a building. A building is created by the construction of a permanent construction on the ground and consists of individual components. Components in construction are individual parts, individual elements or individual components that make up a building. A component is a geometrically contiguous surface or body, which surface or body may be of uniform construction and construction. The components in turn can consist of different building materials. Building materials, such as those used for the construction of structures for buildings or the like., In particular, bricks, concrete blocks, sand-lime bricks and much more.

For a long time, however, there has been a desire in the construction sector to use the cold season for construction activities in order to achieve the completion of a building as quickly as possible and, above all, to save time and thus costs. This can be achieved in the construction of structures for buildings only by the application of dry construction.

This dry construction is said to be one of DE 21 2004 000 002 U1 known block composite meet, for example, in a wall. The module composite consists of a supporting structure, which consists of a plurality of individual, connected by plastic material blocks such. As brick, is made. The brick bricks are connected instead of mortar by means of adhesive and have a very small bond gap between the blocks. Furthermore, the bricks have hollow chambers which are filled with a PUR foam or other insulating material. The disadvantage of this design is that a large amount of environmentally harmful polyurethane foam must be used to connect the blocks and the use of low temperatures and frost is suitable only conditionally.

A kit of cubic block blocks made of cellular concrete and wooden rod-shaped connectors for the construction of structures is in the disclosed composite system of DE 298 04 074 U1 described. The wooden connectors are used instead of mortar to connect the plan blocks with each other and for the construction of dry masonry. The abutment surfaces of the plano blocks have corresponding profilings, which engage in a form-fitting manner in the wall composite and have slots for the connectors on the side surfaces. This composite system is suitable for building a drywall support structure for cold-season buildings. The structure of a consisting of limestone or aerated dry masonry, has over conventional masonry in which the stones are connected by mortar o. The like., Benefits. The disadvantage of such a composite system, however, is that special aerated concrete blocks (cubic plano blocks) with profiles for the connectors on the side surfaces are required for accurate fitting. Even slight deviations in the accuracy of fit bring difficulties when inserting the connector and thus when installing the Planblocksteine. Another disadvantage is that the thin edges on the dovetail slots of the plano blocks during transport and during installation can be easily damaged and thus are quickly unusable. Such a composite system of plano blocks and rod-shaped connectors for the creation of dry masonry in solid construction contains no supporting structure of renewable resources, such. Wood.

From the DE 195 02 979 A1 Therefore, a kit for a facing masonry is known, the blocks as shaped stones, equipped with blind holes, grooves and springs, which are connected to each other in a dry construction to a supporting structure. Also, this system has defects that can be caused by pollution. Dirt and particles prevent a precisely fitting arrangement of the building blocks. A disadvantage has also been found that in the filling openings of the blocks metal pipes must be introduced as supports to meet the static requirements of a wall.

In the embodiments shown above, concrete floor slabs are still drawn in or used, which naturally require construction machines. In order to avoid the aforementioned disadvantages of the prior art and in order to build even in cold seasons buildings, especially structures for buildings, it is necessary to leave the construction of classic masonry and its special forms and the half timbered and prefabricated houses To turn wood.

The half-timbered house has a load-bearing scaffold of all-wood, whereby the full cross-section of the whole wood is used as full-edged or edged for beams or squared timber. The scaffolding is built in dry construction, but its spaces are not. The interstices are filled with a wood-clay composite or a brickwork. Each space of a wooden framework represents a compartment, the so-called Gefach. The Gefach comes in the half-timbered building (half-timbered house), the so-called skeleton structure made of wood in stand construction, often before. Also, this construction has the disadvantage that the compartments in the cold season can not be filled in mortar technique and the shell must therefore rest. A disadvantage has also been found that when setting up, the so-called setting a truss wall, for weight reasons (due to the strong wood cross sections) and due to the size (length of the beam), construction machinery or a variety of professionals, such as carpenters, are necessary. Another disadvantage arises in the production of the supports (beams). Whole tree trunks are required for the production of the supports, which is not sensible for resource and ecological reasons and should therefore be avoided. Another shortcoming is that a support or beam as a load-bearing timber stand may undergo a change in volume due to the effects of temperature, thereby causing the mortar to rupture in the joints between the uprights and the bricks.

A further development of the stand construction is the so-called wood prefabricated house. A prefabricated timber house is a building that is not industrially prefabricated on site but in a factory and partially delivered to the construction site where it is finally assembled in dry construction. The term prefabricated house means that the building is not built on site, but prefabricated in a factory. Traditionally, two types of construction, the timber frame construction or the wood panel construction can be used in the production. Therefore, in the wood frame and wood panel construction, the prior art is to be understood to understand the inventive task and solution.

Timber frame construction is one of the most important modern timber construction systems and is a further development of timber frame construction. The features are the predominant use of two-inch planks. A special form of timber frame construction is the timber panel construction, in which the wall and ceiling elements in the manufacturing plant as far as possible, as described below, are prefabricated. The timber frame construction is distinguished, in contrast to other timber structures, such as the block construction or the timber construction, the fact that a wooden frame with vertical beams and horizontal struts vertical support function takes over and the horizontal stiffening is done by plate-shaped wall building materials or diagonally applied boards. Timber frame construction has long been known in North America, Canada and the Nordic countries as "Balloon Framing" and "Platform Framing". The main feature of "Balloon Framing" is the wall posts or columns that go over the floors. As a support for the beam position a wooden screed is embedded at ceiling height, placed the beam position and attached to the side of the support. The outer walls are either stiffened with recessed struts or planked diagonally outside with boards. The outer wall inside, inner walls and ceiling undersides are usually boarded with thin wooden strips, which serve as a plaster base for gypsum plaster. Today, mainly plasterboard and gypsum fiber boards (eg known as Rigips boards) are used for this purpose. Although a mounting of the structures in Holzständerbauweise can be done in the cold season, but these structures are not suitable for DIY because of their size, their dimensions and their weight. Another disadvantage is also here that whole tree trunks are required for the production of the wall posts or columns, which is not useful and therefore should be avoided for resource and ecological reasons. Furthermore, a plastering of the outer walls outside and inside in the cold season, so in frosty temperatures, not possible. Another disadvantage is that for the erection of such a stand construction machines and / or a variety of skilled workers or craftsmen are necessary.

In "platform framing", the raw construction - in contrast to the "balloon framing" - is built floor by floor and each completed with a platform on which the next floor or the next floor is then built. The wooden supporting structure of the walls, consisting of wall posts, which form the structure, together with upper and lower straps, is initially prefabricated lying on the respective floor, then set up and connected to each other by means of an additional upper chord. On the outside and on the floor slab are panels made of plywood or similar applied. The rest will be boarded with gypsum plasterboard after completion of the shell. The degree of prefabrication is relatively high and such a timber stand construction can be done in the cold season. However, these systems for building rough buildings in wood construction have the disadvantage that they are not suitable for DIY and too much machine and a staff effort in the construction of timber structures is necessary.

In the field of civil engineering is found as a widespread type of timber construction and the wood panel construction, which uses the building material wood. Timber construction is an old, independent field of expertise that distinguishes itself from other areas of construction, such as masonry construction, with its specific techniques and materials. In wood panel construction, the flat, self-supporting wooden structures are referred to as panels. The wooden panels are composite structures made of ribs, which are covered with nails, staples, screws or glue with different building materials, such as solid wood or wood-based materials. First, a wooden frame, which forms the structure, created. After the construction, the wooden frame becomes a wood panel through insulation, fixtures and final planking. According to their arrangement in the building, or building, as wall, ceiling or roof panels, the individual components and their building materials are meaningfully combined and dimensioned so that they can take supporting, stiffening, raumabschließende, insulating and building physics functions. The spatial structure is composed of individual wooden panels. From the individual wooden panels, large panels in building dimensions are then assembled in the manufacturing plant, the sizes of which are determined by the standard formats of the paneling materials. They represent the supporting structures (walls) of the entire structure, including all essential installations, and are prefabricated at the manufacturing plant, as indicated above, and then transported to the construction site with heavy vehicles. After delivery to the construction site, the large panels are assembled during assembly using a crane to form a building. The assembly of a prefabricated house can be done in the cold season. The disadvantage of a prefabricated wooden house is that after the production in the factory, for the transport and assembly of the wood panels on the construction site, larger tools and construction machinery, are necessary. This is due to the large dimensions and thus heavy weight of the structures (finished walls), the ceilings, the stairs, etc., owed. Another significant disadvantage is that a mounting of the panels in DIY is not possible.

A further development in the field of building systems for the creation of timber buildings, is the DE 296 18 705 U1 refer to. DE 296 18 705 U1 discloses a building system with a support structure made of wood, wherein the interspaces of the support structure are filled with form stones. As a result, the wooden stand of the support structure of parts of the neighboring mold blocks are covered to the outside on the outer walls of the building. The arranged on both sides of a wooden stand shaped stones thus overlap the wooden stand on the outside. As a result, a gap between the wooden stands and stones is avoided, which creates a direct connection between the building interior and the outside of the building. If the wooden stand experiences a change in volume due to the effects of temperature, there is a risk that the mortar breaks in the joints between the uprights and the bricks, thereby affecting the tightness of the building and the thermal insulation properties. In order to avoid mortar in the bricking of the stones, they should be made of building biology materials that can be glued together with biocompatible adhesive. This shaped block is particularly suitable for the infill of skeleton structures, such as the building system described above. It has proven to be disadvantageous that this building in skeleton construction as a supporting structure requires a large number of wood existing timber stand as a supporting structure. The compartments can be bricked out in a simple way with bricks or molded bricks, but not in dry or modular construction. Also, the installation of the support structure is not possible in self-construction. The state of the art does not include any real DIY that works without machines such as concrete mixers, cranes and similar machines. Another disadvantage is that the compartments have no, in the vertical direction continuous cavity, but they form a variety of cavities, which are not suitable for the use of Einblasdämmstoffen because the compartments do not allow a continuous insulation layer.

The invention is therefore based on the object to the above-mentioned disadvantages of the prior art, such as the use of structural engineering of the classic masonry as building block with brick (sand-lime brick, aerated concrete stone, etc.) and their bonding materials (mortar, adhesive, polyurethane, seals between molded bricks etc.) and / or connecting elements (groove, spring, dovetail, metal pipes as columns, etc.) as a supporting structure to dispense, because these components z. B. are not made from renewable resources and not in the cold season, z. As frost period, can be used and these components require a large amount of machinery during transport, processing, etc., which are necessary for the use of any type of mortar, concrete, adhesive, etc.

Furthermore, on solid wood, as known from the framework construction or stand construction, the continuous vertical wooden stands, such as wall posts, columns or beams, which form the vertical support function of a supporting structure, also be dispensed with. That is, it should not be used made of logs trunks, because they are not suitable for the self-construction of wooden structures due to the dimensions and their weight. The manufacture and assembly of such wooden structures is only possible with construction machinery and specialized personnel. The same waiver applies to structures that are produced according to the timber frame or wood panel construction. These structures are due to their size and weight only with heavy transport and construction machinery to act on the site, with specialized personnel or craftsmen are needed to create such a prefabricated timber house.

According to the present technical problems and the resulting objects, the invention is based on the solution to provide, provide and use a structure for the construction of structures with components from wood construction, in skeleton construction, wherein the structure consists of a plurality of individual structural members, which are needed for the creation of structures for timber structures, especially dry-built and self-made wooden houses. These structures are to avoid the aforementioned disadvantages of the prior art, and allow the construction of a building or a building in dry and self-construction, especially with a continuous thermal insulation or insulation layer.

The invention solves these problems with the characterizing features of claim 1.

Further embodiments of the invention are the subject of the dependent claims.

To solve these diverse tasks, the invention therefore proposes a completely new construction system for structures constructed in timber construction. The structure of the invention must dispense with the aforementioned disadvantages and should still be provided in dry and self-construction and with a continuous thermal barrier coating. D. h., Such a structure should be able to be created without heavy construction machinery and professionals, but with renewable resources. Therefore, a known structure made of wood in many items (components) is broken down and provided these individual components with good craftsmanship and developed and formed a new inventive building construction for the self-construction of structures. The invention of a provided with good handling component, combined of individual wood elements, will be described in more detail below and referred to in the description as a structural member.

The invention of such a structural member was developed with the waiver of the heavy and too large structures from the timber and the aforementioned disadvantages of the prior art. The structural member should have a handy size and thus a low weight and still meet the static forces according to standards and beyond. The development also took into account the further processing of the structural members in a supporting structure. The further processing is that the inventive structural member must be designed so that it can be part of a composite system. The structural members of the building, which come from the timber industry and / or the plastic industry, preferably from the timber industry, are to be combined with materials from Dämmstoffbau. The inventive structural member can be used in the composite system due to its design, in which the components of the timber, the plastic construction and the components of the insulation can be installed together in modular and dry construction. This composite system allows the construction of a building without specialized personnel and especially in self-construction in every season.

Under self-construction is to be understood here that the handyman can be enabled to increase the own contribution to the shell of a building in order to save costs. Already half of the construction costs (material and labor costs) disappear in the trades of the structural work (earth, masonry, concrete, carpentry, roofing, etc.). Therefore, it is necessary to do without some of the artisan work, such as masonry and concrete work, and increase the own work in the other areas. An increase in own contribution can only be made possible if the structural members to be laid meet certain requirements and requirements of the building owners in order to reduce the construction costs. It is therefore an important prerequisite to make the handling of the structural members as simple as possible. The weight and size of the structural member are to be adapted to the aforementioned requirements. Another requirement is that the items and the assembly of the structural members are in a simple manner as technical semi-finished in production processes in large numbers produced. With the semi-finished products here are the individual structural members meant, from which the complete structures can be created. Such, created from a variety of structural members structure, can be assembled with other, arranged on the inside and outside of the structure components. The components are, for example, OSB boards, insulation boards and cellulose materials a composite component is created. Only with such innovative structural members, which can be assembled into a structure, own performance will make strong. When assembling a structure, special expertise, machines and tools are not required. The assembly work can thus be carried out without great technical aids. Furthermore, the need of the builders, as variable as possible to build their own customized building, to take into account. From the individual structural members therefore a variety, manageable, different and complete structures can be assembled. The prefabricated structures are not only built in wood construction structures of structural members, but also to the Beplankungsbauteile, z. B. the insulation for the outer wall and inner wall. The cavity between the outer and inner walls is formed by the inventive structural members and can be filled, for example, with inflatable insulation materials, such as cellulose insulation. This also meets the requirements for a low-energy house and the use of so-called friendly building materials. D. h., A structural member as a single component forms a composite system with the other components.

For example, the supporting structure of an inner and outer wall, as known from the prior art, can be divided into individual parts, which are referred to as components or components. The structure of a masonry association, for example, in individual structural members, consisting of artificial stones such as brick, aerated concrete, clinker, etc., are decomposed. In the invention, in contrast to the aforementioned prior art, not artificial stones as masonry members or continuous stands, wall posts, etc., or wooden support structure in which the compartments must be lined with molded blocks used. Furthermore, the "ISORAST ^® system" known under the brand name is also not used. In the "ISORAST ^® -System" instead of a wall to wall, formwork elements made of self-assembled Neopor by mating to a wall. The formwork elements have a gap, which must be filled with fluid concrete. This concrete represents the supporting structure of the wall, or the outer wall, and not individual structural members. The formwork elements serve to insulate the concrete wall. The requirement of dry construction and a waiver of necessary construction machinery are therefore not met, and in the cold season, a creation of such a structure according to the "ISORAST ^® -System" also not done.

To be able to do without the specialized personnel, another solution of the tasks is to create the building, in particular a building, in self- and drywall and without construction machinery. When self-building of the building should be a manual skill, which is naturally required in manual work. In order to realize a building in the home, is proposed as a solution according to the invention, in the construction therefore on pillars, columns, posts u ä., Such. B. known from the stator, to dispense. Instead, an advantageous kit, similar to the Legosystem, made available from a modular system. The kit has a plurality of individual timber frame members which meet the same structural requirements as the prior art timber structures. Due to its relatively small size approx. Max. 100 cm × 40 cm × 50 cm and weight approx. Max. 12 kg, the handy and modular structural members can be easily installed by anyone. An important solution of the problem is therefore to provide inventive structural members in handy formats for the kit available, which are easy to install and which comply with the specified in the standards and legal requirements structural design, for example, the static requirements according to the building code , Therefore, in order to allow self-construction of a building, it is necessary to develop a completely novel, inventive structure. The inventive structure must therefore be able to be formed from a variety of inventive structural members.

According to the invention, therefore, in wood construction a load-bearing component of the structure is a structural member made of individual elements that is modular and compatible. By modular is meant here the modularity of the structural member, which can be assembled into a large whole, the structure. The structure is composed of many small parts, the individual structural members, each structural member represents a single, created in skeleton construction module. This module or structural member in turn is composed of a certain number of different components, more on that below. Modular systems offer greater adaptability and variability in use when compatible modules are available as components. These modular structural members for a building structure may consist of different shapes of structural members, with each structural member being modular.

These combinations are inventive, so that individual handy structural members, due to their modular properties, according to a modular principle, such as tokens on simple Assemble way, whereby different structures in height, width and length windows, doors, etc., can arise.

The advantage of such a handy and modular solution is that the intelligibility of such a modular system and its structural members easily accessible to any home builder and thus facilitate the application. The advantage for the manufacturer increases in the inventive modular system, in particular by the fact that the individual structural members (components) can be produced cheaply as standardized individual components. Even a skilful builder is thus able to produce such standardized structural members themselves, because the building material, preferably made of wood, can be processed with simple tools and simple woodworking machines. The inventive handy and modular structural members can be laid and connected together by simple assembly processes. Such a modular system provides high adaptability when various designs of modular structural members are available that can be attached, removed, changed and / or otherwise grouped. The present various modular structural members can respond to the different requirements and conditions in the construction of a building and the wishes of a builder, for. B. at the base of the house, in the number of rooms, in the room size, etc., meet. Also, the static requirements that are placed on a structure of an outer wall, an inner wall, a ceiling and / or a roof construction, can be met with the inventive structural members.

In the present invention, the design method for wood construction or the building material wood was used. Every building must be stable and durable in its entirety and in its individual components. In order to assemble the calculated and thus required structures from individual structural members, then, according to the modular principle, the corresponding structural members (components) are assembled and mounted.

The inventive structural member in the embodiment of a geometric, three-dimensional and non-positive timber component is shown and described here using a coordinate system (X, Y, Z). The structural member is formed from at least one horizontally disposed support plate and at least one vertically arranged support, preferably two horizontal support plates which are spaced by at least four vertical supports, wherein the support plates and the supports form a hollow body for a continuous thermal barrier coating.

The two support plates of the structural member, which are spaced apart by supports, form an upper and a lower support plate, wherein the lower support plate forms a base and the upper support plate forms a supporting surface and the standing and bearing surfaces have the shape of a double T-profile.

Furthermore, the support plates used in a structural member advantageously have in each case two flanges and a web, the two flanges being spaced parallel by the web. In a plan view of a support plate thus results in the shape or profile of a cross-sectional shown steel profile from the product group of steel beams. The profile of the support plate in plan view thus corresponds to a so-called I-profile or double-T profile. The parallel distance between two, arranged in a structural member support plates is advantageously carried out on the same length supports. The supports are designed as vertical solid or hollow rods, wherein the vertical rods in cross section have a square, rectangular or round shape. The same length and the same cross-section supports are arranged at the free ends of the flanges of two support plates.

Due to this inventive arrangement of the vertical supports and horizontal support plates to each other, a structural member is advantageously formed as a geometric hollow body, which viewed in the side view of the structural member and in the longitudinal direction of the Z-axis, having an opening which a hollow profile in the form of a square or Rectangular tube corresponds. The opening of the hollow profile is formed by the two parallel spaced and vertically arranged supports, as well as the two parallel spaced and horizontally arranged support plates. The size of the square or rectangular shape of the side openings depends on the height (length) of the columns and the length of the flanges of a support plate. The same applies to the front view of the structural member, viewed in the longitudinal direction of the X-axis, too. Due to the advantageous arrangement of the support plates and supports each other a structural member is formed as a geometric hollow body. The hollow body has an opening in the front view. The opening corresponds in cross section to a square or rectangular hollow profile of a pipe. Whether the opening is a square or rectangular cross-section of a hollow profile results from the dimensions of the structural member. Furthermore, the opening of the hollow profile or the size of the hollow body is also dependent on the height of the supports but also on the length of the web of the support plate. Also at the Viewing the geometric hollow body in plan view or in the longitudinal direction of the Y-axis, the hollow body formed from supports and support plates on two separate and spaced by the web openings, each corresponding to a hollow profile in the form of a square or rectangular tube.

In principle, in the development of the structural member is a geometric body in the form of a hollow cuboid, which has six open side surfaces to ensure the solution of the problem, a continuous thermal barrier coating in a supporting structure. The solution is that a structural member in vertical and horizontal directions through openings and thus has a cavity. Such a body is in geometry a three-dimensional figure that can be described by its surface and thus a three-dimensional body. The surface of the hollow cuboid consists of flat surfaces, which may have different sizes and shapes. The size of the surfaces depends on the size of the support plates used and the supports from which the hollow cuboid and thus a structural member is formed. The shape of the surfaces for support plates in turn depends on the profile used. As a profile of the surface for a support plate, a double T-profile was chosen. The hollow cuboid, or the structural member, can be described by its six sides. The six sides of the hollow cuboid, or the structural member, consist of two side surfaces which correspond to the left and right sides (viewed from the left and right along the Z axis), two front surfaces which correspond to the front and back (of viewed from the front and back along the X-axis) and from two plan view surfaces corresponding to the top and bottom (viewed from above and below along the Y-axis). The hollow cuboid, or the structural member, is determined on the one hand by the two sides of the bottom and top and thus by the shape of the support plate and on the other hand by the four sides of the two side and two front surfaces and thus determined by the size of the supports. The supports form the four vertical longitudinal corners of the side and front surfaces in the cuboid or the structural member. This means that the longitudinal edges are closed at the vertical longitudinal corners of the side surfaces. But the four surfaces between the columns are not closed, but have an opening, resulting in four openings. The top and bottom of the structural member form seen in plan view, in principle, two rectangular surfaces, whose shape is determined by the support plate. The support plate has the shape of a double T-profile. D. h., Which are closed at the horizontal longitudinal corners of the side surfaces, the longitudinal edges, due to the flanges of the support plate. The horizontal longitudinal corners of the front surfaces, however, are not closed in the region of the web of the support plate, because the longitudinal edge of the web does not coincide with the horizontal longitudinal corners so not congruent, but set back. Due to the recessed longitudinal edge of the web resulting in the plan view surfaces also openings. These openings are separated by the web, which forms a central web. The hollow cuboid and thus the structural member has an opening from all six sides. In principle, the hollow cuboid and thus the structural member depending on the viewing direction on two to three continuous openings or cavities. An opening in a horizontal plane through the side surfaces and the other opening also in a horizontal plane through the front surfaces. Because of these openings, the inclusion of einblasbarem insulating material is ensured in the cavity formed by the openings. D. h., That created from structural members structure in vertical and horizontal direction through openings and thus has cavities, which are available for a continuous thermal insulation layer.

This so designed inventive, geometric, three-dimensional and non-positive structural member made of wood materials, forms the basis for the new structures. Due to the symmetrical arrangement of the supports and the unusual shape of the support plates and the defined dimensions, the structural member has modular properties and can be used variably in a supporting structure.

To produce the modularity of a structural member, the symmetrical X, Y and Z axes of the structural member, which are perpendicular to one another, each form an axis of rotation about which a structural member can be rotated by 180 degrees. A support member rotated by 180 degrees about an axis of rotation is compatible in a rotor layer of a supporting structure. The structural member behaves similar to a cube because the structural member is square or cuboidal. If the truss member is rotated by 180 degrees about its X-axis, it remains compatible in the position of a rotor layer. Due to this rotation, only the upper support surface changes to the lower support surface and the lower support surface becomes the upper support surface. Furthermore, the support member can be rotated about its Z-axis by 180 degrees, also here takes place due to the rotation of a change between the support and floor space and vice versa. The structural member remains compatible even in this position of a rotor layer. Also, a rotation of the structural member about its Y-axis by 180 degrees is possible. During this rotation, the side surfaces are exchanged. The structural member remains in this position in one Runner layer compatible applicable. This is a structural member variable variable than a Lego stone can be used. D. h., A structural member remains modular despite different rotations, for example, because the standing and supporting surfaces, as well as the cavities in the structural members, remain in the same places, which is the prerequisite of compatibility.

With the aforementioned inventive solutions, a building system with a building construction for the construction of buildings, preferably of buildings in dry and self-construction can be formed. With the components of the timber, preferably formed after the timber frame and / or plastic, a structure with components z. B. from the plastic industry, preferably from the Dämmstoffbau, clad. The structure consists of a variety of structural members, which is planked with chipboard, preferably OSB panels for interior trim and a thermal insulation layer of insulation panels for the outer lining.

The term "supporting structure" refers to components assembled from structural members whose layers are arranged in certain formations. Through a structural association, the loads and forces are distributed not only vertically but also evenly over the entire cross-section of a structural member. Therefore, the structural members must be installed with a well-defined Überbindemaß. Is thus installed in the composite. Through this staggered construction, the structure or the wall only gets the right grip and in the corners forms a toothing. When runners Association, the rows, each offset by half a structural member in the art, superimposed. In the subject invention, however, only the flange width of a structural member is overlapped. The principle of overlap remains the same, but according to the invention is not half the length of a structural member to overlap. The overlap or the Überbindemaß is two flange widths, which are arranged on the support plate on the right and left of the support member member. Furthermore, the structural members of a rotor layer are laid with the longitudinal side to the outside.

First, on the bottom plate, z. B. a concrete slab or basement ceiling of a building shell laid an impregnated frame with unbesandeter or sanded barrier board in the areas of the walls to be created. Since such frames are known in the art, need not be discussed in detail. Only a difference to the normal framework is shown. The frame has a structure derived from a template. The structure contains the information on where to attach a structural member. On this frame, the first row of structural members next to each other, but separated by a gap, laid and fixed. The structural members are, similar to a masonry composite, arranged in a woodworking association. Only these are not like stone masonry next to each other, stone by stone laid, but the laying of the structural members is carried out according to the modular system and in the order described above. Appropriately, it is not laid as in masonry without gap, but the laying of structural members is done with a gap. On a structural member followed by a gap, then the next structural member and then again a gap, etc. The installation begins, for example, with a base structural member, but can also start with a half structural member, preferably with a corner structural member. At the end of the first row, a complete base structural member or a half structural member, preferably a corner structural member, may form the termination. Normally located at the two ends of a first runner layer, which consists of basic structural members as in the 1 described a corner structural member as in the 2 demonstrated. At this last Eck-structural members now the first base-structural member of the outgoing wall side (structure) is now applied laterally. Its outside forms a line with the head side of the corner structural member. The first runner layer is thus completely laid on the base frame for the outer and inner walls. Only in appropriate places a gap or corresponding openings, for z. B. planned doors.

When laying the second set of structural members (second runner layer) on the first row (first runner) of structural members, a mixed offset is necessary to distribute loads and forces evenly throughout the flameproof structural members. Concretely, this means that a base support member of the second runner layer is placed over a gap existing between two base support members in the first runner layer. That is, a flange of the standing surface of a base structural member of the second rotor layer is placed on a flange of the bearing surface of a base structural member of the first rotor layer. The width and length of the flanges form the bearing surface between the lower and upper structural member. D. h., The structural members are arranged with respective offset in the longitudinal direction of the Wandflucht. The offset consists of a gap, wherein the size of the gap consists of the length of a structural member, minus two flange widths. A gap is followed by a next structural element, then another gap, etc., so we speak of a so-called runner association. The two flange widths of a structural member correspond to the transfer of two base structural members from the first rotor layer. With this innovative installation is Ensures that the loads and forces are distributed evenly in the structure and that the supports of the structural members are always arranged vertically one above the other. When laying the base structural members in the second rotor layer, the gap is then over a base structural member of the first rotor layer. The laying of the second runner layer always starts at a corner. In this case, a corner-structural member is laid on the outgoing wall side so that the corner-structural member of the second runner layer in the corner, on the, moved from the first runner layer-structural member, overbindent comes to rest. At this last corner-structural member now the first base-structural member of the outgoing wall side is now attached with gap. The outside of the base structural member forms a line with the head side of the corner structural member. The second runner layer is now laid to completion. In the corners, there is a toothing of the Eck-structural members, because the Eck-structural members in the rotor layers are laid through alternately. Thus, the head end of a corner structural member is always visible on the outer wall of a corner, due to the corner structural members laid alternately in the runner layers. Since the structure is always a structural member width is thick, the Tragwerkcke is always formed in the same way, regardless of whether it is a runners or binder association. Alternately you go through one layer and then the next layer. For displacement of the structural members in a rotor layer has been previously reported.

The second rotor layer is fastened on the first rotor layer. The third runner layer or the third row of the structural members is fixed on the second row, the fourth row on the third, etc., until the intended floor height is reached. The attachment can be done by means of screw connections between the structural members of the composite components, preferably wooden pencils are used, which at the same time make a centering of the structural members during installation. Other types of attachment and other fasteners are conceivable.

The floor height is determined by the number of rotor layers. The height of a rotor layer results from the height of a structural member. Depending on requirements, for the room height, which is normally between 2.40 m and 3.20 m, only six to eight rotor layers of structural members are required, preferably seven layers. Of course, other room heights are possible. A frame is again mounted on the uppermost runner layer to accommodate the ceiling construction. The inventive construction of the ceiling element is referred to in another patent application.

Since the structural members are placed in their longitudinal direction, creates a structure created from structural members structure in the runners association. Due to the relative width of the structural members a laying in the binder band is not required because the load distribution and the load capacity of the individual structural members are ensured in the rotor association. Due to the arrangement of the structural members in rotor layers, resulting in the structure in vertical and horizontal directions through openings. The openings form cavities for an all-around thermal barrier coating, which seals against heat loss.

From the above exemplary embodiments it is apparent that with the inventive components of the building system, the creation of a timber structure in dry and self-construction, especially for energy-efficient houses in a simple manner is possible. This novel design is made possible by the inventive base-structure member, which can be used due to its modularity in all rotor layers of the walls to be created. Due to the modification of the inventive base support member z. B. to a quarter, to a half and a corner structural member, other requirements, such as openings for doors and windows or as the pulling of ceilings or the construction of the roof structure, etc. can be met. These modified structural members are also modular, so that they can be installed in the same rotor layers with the base frame member. D. h., The entire building structure for the construction of a shell including roof construction, carried by the construction system of the inventive structural members.

Such inventive components from the kit of the building system are in the 1 to 2 demonstrated. In the in the 1 As shown, the inventive modular component is the base component in the embodiment of a structural member with a double T-profile. This embodiment of a structural member forms the basis for supporting wall elements-outside, for load-bearing wall elements-inside, as a partition and as a supporting ceiling and roof element. Due to the different applications, different requirements are placed on the structural member. The different requirements relate on the one hand to the use of a structural member in a supporting outer wall, in a supporting inner wall, in a partition, as a ceiling element, as a roof element, etc. and on the other hand, it depends on the size of the structural member, on the static properties, the thermal conductivity , Connect to each other, to show just a few functions. Another structural member in the form of a corner element is for example from the 2 seen. The corner structural member is, also like the basic structural member, a load-bearing component of a supporting structure and is formed modularly and compatible with the other structural members of individual elements and is according to the aforementioned coordinate system (X, Y, Z) a geometric, three-dimensional and non-positive structural member, which consists of at least one is formed horizontally arranged support plate and at least one vertically arranged support, preferably from two horizontally arranged support plates, which are spaced by at least five vertical supports and form a hollow body. Such a corner structural member has an upper and lower support plate, each formed of three flanges and a web, wherein two of the flanges are arranged perpendicular and laterally to the web, one right and one left of the web, and the third flange is arranged frontally at one end of the web. The lower support plate forms a base and the upper support plate a support surface in the form of a five-armed profile. The support plates of a corner support member are also, as the support plates at the base frame member, spaced by supports. These supports are designed in the embodiment as solid or hollow rod and in cross section identical to the supports of the base structural member. They are also located at the free ends of the flanges and at one end of the web. This is to clarify that there are various modular structural members that make up the building system.

Each of these structural / non-structural modular components is a geometric, three-dimensional, non-positive and modular structural member formed from individual elements. A variety of structural elements made in wood skeleton construction forms then after assembly the entirety of a supporting structure. In the construction industry, the structure is a designation for the static overall system of the structural members, which are decisive for the stability of a building. The structure of a building, preferably a building, usually consists of ceilings, beams, columns, walls and the foundation. Due to the structural member of the invention, the structure of the building consists in principle of hollow walls, which are created from individual structural members. A structural member is thus a wall component, which can not form closed wooden walls. A closed wooden wall is created only by the planking of the structural members or a supporting structure. A wooden wall produced in this way can be composed of various structural members. A wooden wall may have structural members as a framework for an outer wall, structural members for the floor joists and structural members for the Dachpfetten. The ceiling beams and the purlins can both preferably be made of wooden beams. The different structural members from the set of components are connected together in a composite system. The structural members therefore have a size that is easy to handle for home improvement and home builders and, due to the material used, also relatively easy to install in terms of weight. The individual components of a structural member are self-explanatory and can be easily assembled without expertise. The dimensions of a structural member are in the length of about 30 cm to 100 cm, in the width of about 10 cm to 40 cm and in height from about 25 cm to 50 cm, the spatial dimensions are preferred 70 cm × 30 cm × 40 cm used.

A support is the vertical component of the structural member which receives and transmits loads mainly in the direction of its longitudinal axis. The support is thus a rod-shaped pressure member. The carrying capacity of such a support depends on the strength of the material chosen, the cross-section, the length or the height of the support and on the conditions at the free ends, where they rest against a support plate and are fastened. The strength corresponds to the material used wood and the type of wood used. The cross section of a column depends on whether a square, rectangular or round shape is used as a solid or hollow bar. The decision of which cross section to use is dependent on several construction criteria that the structural member has to meet. For example, the statics and the length of the support or the height corresponding to about three quarters of the length of the structural member. Such a support, preferably four such supports, is or are used in a structural member. In such an advantageously designed, skeletal structural member, it is the base part in the embodiment for supporting wall elements outside and inside. Increases z. B., due to a multi-storey construction of a building, the load on a structural member, there are various measures to accommodate the larger forces in the structural member. Measures that contribute to increasing the static properties of a structural member are, for. B. the enlargement of the cross section of the columns. If these measures are insufficient in extreme cases, that is to say under very high static loads, it is possible to produce instead of the structural element made of solid wood, the complete structural element made of glued laminated timber, so-called laminated beams / timber. With the above measures, load capacities can be achieved that are not achievable with solid wood of the same cross-section. As an advantageous side effect is avoided by the use of glulam wood a possible cracking in solid wood. Another way to increase the strength of a structural member is the production of individual components or the complete structural member made of plastic. But there is also the possibility, only replace individual components of the structural member with other materials. For example, the supporting component, the rod-shaped supports in the structural member, be made of the material metal. Such a metallic support element can transmit a multiple of compressive strength. The structural member would thus be made of two different materials. Furthermore, it is possible to create the structural member, which is completely made of wood, exclusively from metallic materials.

A structural member in principle forms a framework, which consists of several supports and a plurality of support plates, wherein the supports form the supporting elements. The basis of the invention is therefore based on the further development of the rod and truss with similarities to timber frame construction. Therefore, the inventive structure composed of the inventive modular structural members has no vertical wall posts and no compartments, as is the case with the framework on.

To prove the stability, different failure mechanisms have to be proven individually. They can be broken down into system failure and local failure. In the event of a system failure, the entire system becomes unstable. An example would be the tilting of a wall (a structure) made with the inventive structural members. According to the invention this is avoided by the optimal structural design of the structural member, because the size and number of columns, which are arranged perpendicular to the support plates of a structural member, prevent this. In the case of a local failure, a stress that is too great for the material used would occur at a localized area. This could lead to undesirable stresses or cracks on a butt joint in the structure. Due to the advantageous embodiment of a structure according to the modular principle, this consists of a variety of inventive structural members, the maximum absorbable forces (voltage) in the structure can not be exceeded. This means that the occurring loads and actions (forces, stresses) are inferior to the existing resistances by the structural member (eg tensile, compressive and shear strength). Defined as the effect known in the construction industry Standard DIN 1055 the forces acting on the structure and the deformation sizes. The greater the resistance of a structural member to the loads, the greater the safety factor. The occurring loads must be able to be discharged into the subsoil or the stand area. The derivation of the forces takes place on the large contact surface of the support plates of a structural member, without the structure is endangered in its stability. Also, to large deformations of the structural member are to be avoided.

Due to the advantageous embodiment, the four vertical supports are perpendicular to the longitudinal axis of a structural member. Two supports each are arranged on one side of the web of a support plate. The supports are spaced parallel to the web, wherein they are arranged symmetrically to the right and left of the longitudinal axis of a structural member. The parallel distance of the vertical supports to the web of a support plate is determined by the length of execution of the flanges of a support plate. The longer the flange of a support plate, the larger the structural member width, and the further the supports are spaced from the web of a support plate. The longer a flange becomes, the larger the bearing surface of a structural member and, analogously, the footprint become larger. With an increase in the support and floor space, the stability of a structural member increases.

Conveniently, the free ends of the vertical supports between two horizontal support plates of the upper and lower support plate of a structural member, arranged. The two end faces of a support, the upper and lower end faces, are correspondingly in contact with one of the facing sides of upper and lower flanges.

With this construction and embodiment of the structural member according to the invention even the risks of collapse by earthquakes are substantially reduced or eliminated. This means that the vibrations of the earthquake are largely absorbed by the individual, widely spaced supports of a structural member. This economic modular principle with its functional and advantageous structural members as components, reduces the effects of earthquakes on the building to such a low level that no or almost no damage to the building arise or are to be expected.

According to the invention is dispensed wooden stand and stones. The inventive structural member and a variety of built in a structure structural members, have no wooden stand and no compartments that need to be filled with stones. Since there are no usual wooden stand and stones for the compartments in the invention, no joints between the stones and the wooden stands are to be avoided. In the arrangement of the structural members of the invention including the connecting elements, preferably consisting of wooden pins, arises, according to the rotor assembly, a supporting structure. This is achieved by the superimposed structural members. In order to ensure the wind-tightness and thermal insulation of a structural wall created with outer members, it is proposed to plank the outer and inner sides of such a wall. The planking is made by the fact that on the outside and Inner sides of the structure are arranged wood or plasterboard. For planking the outer and inner sides of the plates overlap several structural members in length and in height. In height, the plates therefore overlap a plurality of rotor layers and in the length of several structural members. The plates are attached to the supports of the structural members. With this measure, the resulting when installing the structural members leaks, eliminated at the bed joints and increases the thermal resistance, or the heat conductivity decreases. Subsequently, the existing between the supports of the structure cavities are filled with known einblasbarem insulation material.

Another proposal to reduce the passage of heat energy through an outer wall made with structural members is to provide the outside with insulating elements to provide a composite thermal insulation system instead of the outside and inside of a structural member with insulation and wood or plasterboard to plank. The thermal insulation composite system is a system for insulating the exterior walls of buildings. The use of a thermal composite system has the advantage of using insulation materials for outdoor use, which meet higher standards than required in interior design. Important for this purpose and for the use of a thermal insulation composite system is, in addition to the good insulation, and the prevention of condensation in the outer wall. Due to the respective structure of the outer wall conditions for both the course of the temperature and thus the saturation vapor pressure, as well as for the course of the vapor pressure are specified. Only if the vapor pressure in the wall cross-section is always below the saturation vapor pressure, condensation will never be lost.

These building physics requirements must be taken into account when dimensioning insulation elements on an exterior wall. The further construction of an outer wall is known from the prior art and need not be further explained.

Embodiments of the invention are shown purely schematically in the drawings and are explained in more detail in the description of the figures. It shows

1 an inventive structural member, designed as a base element for creating structures for load-bearing inner and outer walls of a building, and

2 an inventive structural member, designed as a corner element for creating structures for load-bearing inner and outer walls of a building.

From the 1A and 1B is in an illustrated illustration, from vertical supports 4 . 5 . 6 . 7 and horizontal support plates 2 . 3 formed in wood skeleton construction geometric, three-dimensional and non-positive component according to the invention can be seen, which as a structural member 1 is trained. The 1A shows the structural member 1 in perspective and the 1B the structural member 1 in plan view 17.1 , The structural member 1 is, as previously shown in the description, an inventive component of a building construction for the construction of structures with components from the timber industry. The illustrated component is a structural member made in wood frame construction 1 for load-bearing interior and exterior walls of a building. The geometric, three-dimensional and non-positive structural member 1 shall be described here by means of a coordinate system (X, Y, Z). The coordinate center is in the center of the structural member 1 , The longitudinal axis of the structural member 1 is through the Z axis 14 represented by the two side surfaces 18.1 . 18.2 runs while the X axis 12 the front 19.1 and rear front view 19.2 cuts vertically and centrally. The Y-axis 13 is vertical and in the middle of the upper 17.1 and lower plan view 17.2 The structural member 1 is made of two horizontally arranged support plates 2 . 3 , an upper 2 and a lower support plate 3 , formed by four props 4 . 5 . 6 . 7 are spaced. The pillars 4 . 5 . 6 . 7 are designed as vertical solid or hollow rods, the vertical supports 4 . 5 . 6 . 7 may have a square, rectangular or round shape. A support plate 2 . 3 will be made of two flanges 9 . 10 passing through a footbridge 11 are formed, formed. The jetty 11 is centered on the two flanges 9 . 10 arranged. The lower support plate 3 forms a stand space 15 and the upper support plate 2 a support surface 16 , The two support plates 2 . 3 due to the arrangement of the flanges 9 . 10 and the jetty 11 , in top view 17.1 . 17 . 2 considered the shape of a double T-profile 8th on. The shape of the double T-profile 8th can be described as follows. The length 21 a flange 9 . 10 in X direction 12 considered corresponds to the width of a support plate 2 . 3 and thus the width of a structural member 1 , The length of a support plate 2 . 3 is from the individual lengths 24 a footbridge 11 and the individual lengths 22.1 . 22.2 the two widths of the flanges 9 . 10 , in z-direction 14 considered, formed. The width 22.1 . 22.2 a flange 9 . 10 With the aid of a scale, this corresponds to approx. 9/50 parts of the total length 23 a structural member 1 (two flanges correspond to approx. 18/50) and the length 24 a footbridge 11 corresponds to about 32/50 parts of the total length 23 a structural member 1 , From the individual lengths 22.1 . 22.2 and 24 results in the total length 23 a structural member 1 or a support plate 2 . 3 from 50/50. The ratio of the web width 25 to the flange length 21 is in the range of about 1: 3.5 to 1: 4. The ratio of the structural member width 21 to the structural member height 26 is about 1: 1.3 to 1: 1.4, while the ratio of the structural member height 26 to the total length 23 a structural member 1 in the range of about 1: 1.1 to 1: 1.2.

The ratio of the structural member length 23 to the structural member width 21 is approximately in the range 1: 1.5 to 1: 1.6 settled.

At the free ends of the flanges 9 . 10 the horizontally arranged support plates 2 . 3 are the supports 4 . 5 . 6 . 7 arranged perpendicular thereto. One of supports 4 . 5 . 6 . 7 and support plates 2 . 3 formed structural member 1 forms a geometric hollow body, which in the front 18.1 and rear side view 18.2 or in the longitudinal direction of the Z-axis 14 considered, having an opening which corresponds to a hollow profile in the form of a square or rectangular tube. In the front view 19.1 . 19.2 or in the longitudinal direction of the X-axis 12 considered, results in an opening which corresponds to a hollow profile in the form of a rectangular tube. In plan view 17.1 . 17.2 or in the longitudinal direction of the Y-axis 13 considered, two separate and through a bridge arise 11 spaced openings, which also correspond to a hollow profile in the form of a rectangular tube. This has a structural member 1 in vertical Y direction 13 and horizontal Z direction 14 through openings through which the structural member 1 a cavity 20 having. This is a cavity 20 passing through the four symmetrical in the Y direction 13 aligned and vertically spaced supports 4 . 5 . 6 . 7 and the two horizontally spaced support plates 2 . 3 is formed. The distance of the columns 4 . 5 . 6 . 7 to each other and thus the size of the cavity 20 is on the one hand by the structural member width 21 , which the flan length 21 corresponds to the structural member length 23 and the structural member height 26 certainly. The structural member height 26 is again determined by the length of the columns 4 . 5 . 6 . 7 which the two support plates 2 . 3 spacing. Furthermore, the supports have 4 . 5 . 6 . 7 at the front 19.1 and rear front 19.2 a contact surface 27 for the planking materials. Due to the symmetrical embodiment of a structural member 1 , This is rotatable about the coordinate axes X, Y, Z in each case by 180 degrees. The coordinate axes X, Y, Z thus each form an axis of rotation which is identical to the coordinate axes X, Y, Z. After a rotation through each 180 degrees about an axis of rotation, the support member has 1 again a stance position, which corresponds to the original starting position. Only the stand 15 and bearing surface 16 has changed her position 180 degrees, or the front 19.1 and rear front surface 19.2 have exchanged their position or both position changes are possible. Despite the exchange of space 15 . 16 . 19.1 . 19.2 remains the structural member 1 identical. Such a structural member 1 is therefore compatible in a rotor layer of a structure in several positions.

Indicate is still the thickness 39 a support plate 2 . 3 , which is relatively small and located in the lower two-digit millimeter range and in relation to the height 26 a structural member 1 only about 2.5% to 3% and thus is negligible. The support plates 2 . 3 point in the flange area 9 . 10 where the supports 4 . 5 . 6 . 7 are fixed, one blind bore 28 on. The blind holes 28 are used to hold wooden pencils (not shown).

The solutions of the objects are achieved by the previously shown inventive modular structural member 1 fulfilled, which can be installed in self- and drywall and with easy handling by anyone. Further advantageous embodiments of a structural member 1 , preferably formed as a corner structural member 30 , are the following 2 refer to.

A corner structural member 30 , according to the 2 , approximately corresponds to the structural member 1 of the 1 , The in the 1 indicated reference numerals are therefore taken over here analogously. From the 2A and 2 B is in an illustrated illustration, from vertical supports 4 . 5 . 6 . 7 . 29 and horizontal support plates 31.1 . 31.2 formed in wood skeleton construction geometric, three-dimensional and non-positive component according to the invention can be seen, which as Eck-structural member 30 is trained. The corner structural member 30 is, as previously shown in the description, an inventive component of a building structure for the construction of buildings, with components from the timber industry. The illustrated component is a corner structural member made in wood frame construction 30 for load-bearing interior and exterior walls of a building. According to the embodiment of the 2A and 2 B , consists of the corner structural member 30 also from a load-bearing component of a structure, which is a modular, compatible formed of individual elements, according to a coordinate system X, Y, Z, geometric, three-dimensional and non-positive structural member 1 , is. The corner structural member 30 is made of two horizontally arranged support plates 31.1 . 31.2 , an upper 31.1 and a lower support plate 31.2 , formed by five props 4 . 5 . 6 . 7 . 29 are spaced. The pillars 4 . 5 . 6 . 7 . 29 are designed as vertical solid or hollow rods, the vertical supports 4 . 5 . 6 . 7 . 29 may have a square, rectangular or round shape. A support plate 31.1 . 31.2 becomes of three flanges 9 . 32 . 33 at one web 34 are arranged, formed. The jetty 34 is central to the three flanges 9 . 32 . 33 arranged, with the center line of the bridge 34 to the longitudinal axis Z 14 runs parallel. To produce the compatibility between different structural members, preferably the base structural member 1 and the corner structural member 30 , indicates the flange 9 of the corner structure member 30 the same dimensions as the flange 9 from the base structural member 1 on and is also in the same place of the jetty 34 , analogous to the bridge 11 arranged. That is, the flange 9 is like the base structural member 1 , a continuous flange 9 and at the front end at the end of the bridge 34 arranged. The other flanges 32 . 33 are perpendicular in the X direction 12 and laterally to the jetty 34 arranged, with a flange 32 right and the other flange 33 left of the jetty 34 is arranged. The flange 33 is in the same place as the flange 10 from the base structural member 1 to ensure compatibility and modularity to other structural members, the flange 33 the same flange width 22.1 like the flange 10 having. The flange 10 has been reduced so much that it is now available as a shortened flange 33 to the side and to the left of the extended bridge 34 protrudes while the other half of the flange 10 on the opposite right side of the bridge 34 moved to a new position and as a flange 32 was designated. The new position is at half the distance between the flange 9 and 33 , where the flange 32 mirrored, or reversed to the bridge 34 is arranged. The flange 32 has from the flange 9 an approximate distance 41 of 11.5 / 50 shares, which corresponds to the bridge length 24 of 32/50 parts, less the flange width 22.1 from 9/50 from the flange 10 ,

The lower support plate 31.2 forms a stand space 15 and the upper support plate 31.1 a support surface 16 , The two support plates 31.1 . 31.2 due to the arrangement of the flanges 9 . 32 . 33 and the jetty 34 , in top view 17.1 , 17.2 from above and below on the corner structural member 30 considered the shape of a five-armed profile 35 on. The shape of the five-armed profile 35 can be described as follows. The length 21 of the front side and perpendicular to the end of the bridge 34 arranged flange 9 corresponds to the corner structural member width 21 , which are identical to the dimensions of the basic structural member 1 is. That is, the flange length 21 corresponds to the corner structural member width 21 and is analogous to the base structural member width 21 , The same applies to the flange width 22.2 of the corner structural member 30 , which are identical to the flange width 22.2 of the base structural member 1 is. Also the flange width 22.1 of the flange 33 the support plate 31.1 of the corner structural member 30 is identical to the flange width 22.1 the support plate 2 of the structural member 1 , The flange 9 at the corner structural member 30 opposite and parallel spaced flange 33 , is just as far away as the flange 10 from the flange 9 from the base structural member 1 , These identical distances and dimensions of the flanges 9 to 10 and 9 to 33 ensure the compatibility and modularity of the different structural members 1 . 30 to each other. Because the distance of the flange 33 to the flange 9 in the corner structural member 30 is identical to the distance of the flange 10 to the flange 9 in the base structural member 1 , is a compatibility and modularity of different structural members 1 . 30 guaranteed among each other. Due to a web extension 40 , have the corner structural member 30 or the support plate 31.1 . 31.2 now a total length 37 a corner structural member 30 in the Z direction 14 on, which is about 11/50 parts longer than the total length 23 a base structural member 1 , The length of a support plate 31.1 . 31.2 becomes from the single length 38 a footbridge 34 and the single length 22.2 that is the width 22.2 a flange 9 , educated. At the free ends of the flanges 9 . 32 . 33 and the one free end 36 of the footbridge 34 the horizontal support plates 31.1 . 31.2 , are five, the bearing plates 31.1 . 31.2 spaced supports 4 . 5 . 6 . 7 . 29 arranged. Also from a five-armed profile 35 existing corner structural member 30 is in principle a geometric hollow body, in the horizontal and vertical direction, analogous to the base structural member 1 Having openings, which has a cavity 20 form. The cavity 20 is through the five, symmetrical in the Y direction 13 aligned and vertically to each other about the longitudinal axis Z 14 arranged supports 4 . 5 . 6 . 7 . 29 and the two horizontally spaced support plates 31.1 . 31.2 educated. The distance of the columns 4 . 5 . 6 . 7 . 29 to each other and thus the size of the cavity 20 on the one hand by the Eck-Tragwerkgliedbreite 21 , the corner-structural member length 37 and the corner structural member height 26 determined, wherein the structural member width 21 and height 26 identical to the dimensions of the base frame member 1 are. The structural member height 26 of the corner element 30 is again determined by the length of the columns 4 . 5 . 6 . 7 . 29 which the two support plates 31.1 . 31.2 spacing. Also the length of the columns 4 . 5 . 6 . 7 . 29 of the corner structural member 30 are identical to the lengths of the columns 4 . 5 . 6 . 7 of the base structural member 1 , Furthermore, the supports have 4 . 5 . 6 . 7 . 29 at the front and back front 19.1 . 19.2 , as well as on the front and rear side surfaces 18.1 . 18.2 , Contact surfaces 27 for planking materials.

Also the thickness 39 a support plate 31.1 . 31.2 of the corner structural member 30 corresponds to the thickness 39 the support plates 2 . 3 of the base structural member 1 , In the flanges 9 . 33 . 34 and the free end 36 of the footbridge 34 are also blind holes 28 contained, which serve the inclusion of wood pencils (not shown). Further dimensions of the corner structural member 30 which are not listed here correspond to the dimensions of the basic Structural element 1 , For example, the distance between the three supports 4 . 6 . 7 to each other in the corner structural member 30 identical to the distance in the base structural member 1 , only the prop 5 was repositioned and another prop 29 was added to the characteristics of a corner structural member 30 to fulfill. The addition of another prop 29 became possible because of the footbridge 34 was extended. The bridge extension 40 forms the head end 42 a corner structural member 30 ,

LIST OF REFERENCE NUMBERS

1

Structural element

2

Support plate top (v. 1 )

3

Bottom support plate (v. 1 )

4

support

5

support

6

support

7

support

8th

Double-T profile

9

Flange (v. 1 )

10

Flange (v. 1 )

11

Bridge (v. 1 )

12

X-axis (horizontal)

13

Y-axis (vertical)

14

Z axis (longitudinal axis)

15

Stand surface (underside)

16

Bearing surface (upper side

17.1

Top view (top)

17.2

Top view (below)

18.1

Side view (left)

18.2

Side view (right)

19.1

Front view (front)

19.2

Front view (back)

20

cavity

21

Flange long (beam width)

22.1

Flange width (v. 10 )

22.2

Flange width (v. 9 )

23

Structural element length

24

Bridge length (v. 1 )

25

Bridge width (v. 1 . 30 )

26

Structural element height

27

contact surface

28

blind holes

29

Support (v. 30 )

30

Corner structural element

31.1

Support plate (top)

31.2

Support plate (below)

32

Flange (v. 30 )

33

Flange (v. 30 )

34

Bridge (v. 30 )

35

five-armed profile

36

free end (v. 34 )

37

Total length (v. 30 )

38

Bridge length (v. 30 )

39

Thickness (v. 2 . 3 . 31.1 . 31.2 )

40

Bar extension (v. 30 )

41

Distance (v. 9 to 32 )

42

Headboard (v. 30 )

QUOTES INCLUDE IN THE DESCRIPTION

This list of the documents listed by the applicant has been generated automatically and is included solely for the better information of the reader. The list is not part of the German patent or utility model application. The DPMA assumes no liability for any errors or omissions.

Cited patent literature

• DE 212004000002 U1 [0004]
• DE 29804074 U1 [0005]
• DE 19502979 A1 [0006]
• DE 29618705 U1 [0013]

Cited non-patent literature

• Standard DIN 1055 [0047]

Claims (12)

Structure for the construction of structures with components from timber construction, wherein the structure consists of a plurality of individual timber components, characterized in that a structural component of a structure, a modular and compatible formed of individual elements, according to a coordinate system (X, Y, Z ), geometric, three-dimensional and non-positive structural member ( 1 ), which consists of at least one horizontally arranged support plate ( 2 . 3 ) and at least one vertically arranged support ( 4 . 5 . 6 . 7 ) is formed, wherein two horizontal support plates ( 2 . 3 ) by at least four vertical supports ( 4 . 5 . 6 . 7 ) are spaced and form a hollow body. Structural member according to claim 1, characterized in that a structural member ( 1 ) an upper and a lower support plate ( 2 . 3 ), each consisting of two flanges ( 9 . 10 ) and a jetty ( 11 ) are formed, wherein the two flanges ( 9 . 10 ) by a bridge ( 11 ) are spaced parallel and the lower support plate ( 3 ) a stand area ( 15 ) and the upper support plate ( 2 ) a bearing surface ( 16 ) in the form of a double-T-profile ( 8th ). Structural member according to claim 1-2, characterized in that the, the support plates ( 2 . 3 ) spaced supports ( 4 . 5 . 6 . 7 ), are formed as vertical solid or hollow rods, wherein the vertical bars have a square, rectangular or round shape and at the free ends of the flanges ( 9 . 10 ) of the horizontal support plates ( 2 . 3 ) are arranged. Structural member according to claim 1, characterized in that a, from supports ( 4 . 5 . 6 . 7 ) and support plates ( 2 . 3 ) formed structural member ( 1 ), forms a geometric hollow body, which in side view ( 18.1 . 18.2 ) or in the longitudinal direction of the Z-axis ( 14 ), having an opening corresponding to a hollow profile in the form of a square or rectangular tube. Structural member according to claim 1, characterized in that a, from supports ( 4 . 5 . 6 . 7 ) and support plates ( 2 . 3 ) formed structural member ( 1 ), forms a geometric hollow body, which in front view ( 19.1 . 19.2 ) or in the longitudinal direction of the X-axis ( 12 ), having an opening corresponding to a hollow profile in the form of a rectangular tube. Structural member according to claim 1, characterized in that a, from supports ( 4 . 5 . 6 . 7 ) and support plates ( 2 . 3 ) formed structural member ( 1 ), forms a geometric hollow body, which in plan view ( 17.1 . 17.2 ) or in the longitudinal direction of the Y-axis ( 13 ), having two separate and spaced apart by a web openings corresponding to a hollow profile in the form of a rectangular tube. Structural member according to claim 4 to 6, characterized in that a structural member ( 1 ) in vertical and horizontal direction through openings and thus a cavity ( 20 ) having. Structural member according to claim 4 to 7, characterized in that for producing the modularity of a structural member ( 1 ), the mutually perpendicular symmetrical X, Y and Z axes ( 12 . 13 ) of the structural member ( 1 ) each form an axis of rotation about which a structural member ( 1 ) can be rotated in each case by 180 degrees, whereby a structural member ( 1 ) is compatible in a rotor layer of a supporting structure. Structural member according to claim 1, characterized in that a supporting structure, due to the arrangement of the structural members ( 1 Has in running layers in vertical and horizontal direction through openings and thus cavities. Structure for the construction of structures with components from timber construction, wherein the structure consists of a plurality of individual timber components, characterized in that a structural component of a structure, a modular and compatible formed of individual elements, according to a coordinate system (X, Y, Z ), geometric, three-dimensional and non-positive structural member ( 30 ), which consists of at least one horizontally arranged support plate ( 31.1 . 31.2 ) and at least one vertically arranged support ( 4 . 5 . 6 . 7 . 29 ) is formed, wherein two horizontal support plates ( 31.1 . 31.2 ) by at least five vertical supports ( 4 . 5 . 6 . 7 . 29 ) are spaced and form a hollow body. Structural member according to claim 10, characterized in that a structural member ( 30 ) an upper ( 31.1 ) and a lower support plate ( 31.2 ), each consisting of three flanges ( 9 . 32 . 33 ) and a jetty ( 34 ) are formed, wherein two of the flanges ( 32 . 33 ) vertically and laterally to the bridge ( 34 ), one right and one left of the jetty ( 34 ) and the third flange ( 9 ) frontally at one end of the web ( 34 ) are arranged and the lower support plate ( 31.2 ) a stand area ( 15 ) and the upper support plate ( 31.1 ) a bearing surface ( 16 ) in the form of a five-armed profile ( 35 ). Structural member according to claim 10 to 11, characterized in that the, the support plates ( 31.1 . 31.2 ) spaced supports ( 4 . 5 . 6 . 7 . 29 ), are formed as vertical solid or hollow rods, wherein the vertical bars have a square, rectangular or round shape and at the free ends of the flanges ( 9 . 32 . 33 ) and the one free The End ( 36 ) of the bridge ( 34 ) of the horizontal support plates ( 31.1 . 31.2 ) are arranged.

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