WO2016178637A1

WO2016178637A1 - Construction module frame

Info

Publication number: WO2016178637A1
Application number: PCT/SK2016/000002
Authority: WO
Inventors: Matúš POLAK; Martin REZNĺK
Original assignee: Polak Matúš; Reznĺk Martin
Priority date: 2015-05-05
Filing date: 2016-04-25
Publication date: 2016-11-10
Also published as: SK50082015U1; SK8068Y1

Abstract

The construction module frame according to the presented solution consists of the geometric shape structure, advantageously a square or cuboid, made of wooden beams (03), (04), (05), (06) and columns (02) which are connected by connection pieces advantageously two-arm connection pieces (01.5), three-arm connection pieces (01.1), four-arm connection pieces (01.2), five-arm connection pieces (01.3) or six- arm connection pieces (01.4) where the specified connection pieces are made of steel hollow profiles of square or round section, mutually fixed and reinforced by a triangle or more angle reinforcement (08) with at least one opening (09) for the steel drawbar anchoring with the tensioning thread (07) and for the installation. Each arm of the connection piece (01.1, 01.2, 01.3, 01.4, 01.5) is equipped with at least one another opening (11) for the fixation of the wooden beams (03), (04) (05), (06) and columns (02), while there is an installation chamber (13) in the connection of all the arms of the specified connection pieces. The installation chamber (13) is equipped with at least one another opening (10) for the mutual fixation of the neighbouring module frames.

Description

Construction module frame

Field of the invention

This solution is related to the construction^'module frame which can be used also as a separate frame. This system simplifies the construction, installation as well as transport at the construction of various types of objects.

The present invention

Nowadays, the most common conventional construction method of bricks or concrete or other materials is used, the materials having a different material base, however the construction principle is similar.

The main shortcoming of such a construction is that it strongly time demanding with the wet construction process. Another negative factor at such a construction is a more frequent transport supply of materials to the construction site. The main construction disadvantage is also the construction during winter. Such a construction has a negative impact on the environment.

A les represented form of construction is the installation method directly at the construction site via column or wall structures. The main advantage is a substantial increase of the construction speed with comparable or higher construction costs in comparison with the conventional construction method. The main disadvantage is the basement on the basement stripes or basement plate. The wall system must be supplemented at the construction site by the floor, ceiling and roof structure which is usually executed in a way similar to the conventional construction. This in fact extends the installation itself. So the construction dos not use the installed construction advantages in full.

These are the reasons why the module or container construction method is being preferred. Various types of closed self-supporting cells or containers of mostly steel structure are used for the construction. The advantage is the self-supporting structure, low weight, variability, basements on the feet of smaller dimensions. The disadvantage is the completely steel structure of a "cage" less suitable for the residential objects, low fire resistance, thermal conductivity of the material as well as high steel price.

Description of the related art

The above mentioned disadvantages are removed by the construction module frame according to the presented solution whose nature is in the fact that it consists of the geometrical shape structure, advantageously of the square shape or cuboid shape, made of wooden beams and columns in the corners connected via steel connection pieces. The wooden columns and beams will be inserted to the steel connection pieces. The space rigidity of the entire structure is ensured by steel drawbars with the tensioning threads.

The connection pieces may be two-arm up to six-arm pieces and are made of steel profiles with the square or round section.

The section plan base of the basic construction module frame is made by wooden floor beams which are connected in each corner by the connection piece - in the basic embodiment, it is a three-arm connection piece. Wooden columns are inserted in the connection piece. On four poles, three-arm connection pieces are inserted again. The frame is closed by the beams in the roof plan. Eight steel three-arm connection pieces together with the wooden beams and columns make the space self-supporting structure of the module frame. The three-arm connection piece is used at more difficult positions, but also at the edge top position of the saddle roof. The piece is made so that columns or beams may be inserted and fixed into it in each axis x, y, z. It is made of the steel profiles of square or round section, the individual arms being welded together as needed under the angle of 90° or a different angle and reinforced in the corners by a triangle or more angle reinforcement. The reinforcement includes an opening for the drawbar anchoring as well as the anchoring opening for the buckle for the frame manipulation and transport. The rigidity of the entire structure is ensured by steel drawbars with the tensioning threads. The drawbars are located as needed in the vertical or horizontal areas, walls or floors. In the connection piece which will be used in the floor position, there is also the opening for the rectification bar as a connection between the basement. The rectification bar may have a square or round section.

In the connection of all the three arms of the three-arm connection point there is an installation chamber for the manipulation and installation of the individual pieces together. Opening for the fixation with the steel piece of the neighbouring module frame are accessible from the chamber. The chamber serves also for the fixation of the rectification threaded bar in order to balance the individual module frames and fix the neighbouring frame from the upper side.

The three-arm connection pieces are designed so that they may be fixed together, if the frames are added together. The frames may be added together in the transversal as well as longitudinal direction and also one onto another. The height location of the frame on frame will be ensured by the threaded rectification bar. The basic section plan dimension of the frame is given by the road traffic to 2450 x 4950 mm, height 3250 mm. The section plan and height dimension of the plan may be adjusted as necessary.

The two-arm connection piece is made so that columns and chevrons may be inserted and fixed into it in axis y, z. A beam may be inserted to the two-arm connection piece from each side part in the central part of figure 12 and 15. The piece made from the steel profiles of square or round section, the individual arms are welded together as needed under the angle of 120° ,135° and 150° or any other angle and reinforced in the connection point by a triangle or more angle reinforcement. 3D display of the piece is on figure 12. The two-arm connection piece will be used at the saddle roof of the basic module shapes. More angle version of the pieces enables several slopes of the saddle roofs. The use of the two-arm connection piece in various positions of the 45° roof may be seen n figures 13, 14 and 15. If you do not consider a raised attic, the two-arm connection piece will be inserted via the extension to the three-arm or four-arm piece. In case of a raised attic, the two-arm connection piece will be inserted directly to the column.

The four-arm connection piece is used in the circumferential positions, but also at the central top position of the saddle roof. Four wooden elements are inserted into the piece - beams and columns - as needed in the angle of 90° or any other angle. The connection piece will be equipped with triangle or more angle reinforcements with openings for the drawbar. In case of one-floor frame structure, the four-arm connection piece will be used in the lower central (floor) part and in the upper central (roof) part, see Fig.7 and 15. In case of multi-floor structure, the four-arm connection piece will be used on the circumference in the lower central (floor) part and in the upper central (roof) part, but also between the first and second floor on the hip. In the connection piece which will be used in the floor position, there will also be an opening for the rectification bar as a connection with the basement. The rectification bar may have a square or round section.

The five-arm connection piece is used in the circumferential and central positions. Five wooden elements are inserted into the piece, as needed in the angle of 90° or any other angle. The connection piece will be equipped with triangle or more angle reinforcements with an opening for the drawbar. In case of one-floor frame structure, the five-arm connection piece is used in the lower central (floor) part and in the upper central (roof) part, see Fig. 7 and 15. In case of multi-floor structure, the five-arm connection piece will be used in the circumference in the position between the first and second floor. In the connection piece which will be used in the floor position, there will also be an opening for the rectification bar, as a connection between the basement. The rectification bar may have a square or round section.

The six-arm connection piece is used in the central positions between the first and the second floor, see Fig. 7. Six wooden elements are inserted into the piece as needed in the angle of 90° or any other angle. The connection piece will be equipped with triangle or more angle reinforcements with openings for the drawbar.

The advantage of the construction module system according to the presented solution is its low weight which is much lower than in the steel frame. The weight of the wooden elements of the frame structure also has impact on the installation as well as transport and finally on the loading of the object basements. The basic frame columns transfer the vertical load and it is not necessary to make the stripe or plate basements, if the situation does not require so. The frame is standing on foot basements, thus eliminating the excavation works on the territory. The module frame may be anchored to the frame foot via the piece of triangular square or round section, so the complete hydro-insulation of the object against the ground moisture is not necessary, as well as the possible soil radon. In the flood areas, the frame may be positioned on raised basements, thus eliminating the risk of the object flooding.

The basic module frame is self-supporting and the beams are ready for the wooden sub-structure of the floor, walls and ceilings. The best advantage is the fact that the individual frames may be produced if needed in the production hall, or the structure filling, as well as the filling of the internal wall, floor and ceilings as well as built-in furniture surfaces may be completed. The hall production method is the most efficient production method, regarding the environment. This way, construction of objects may continue even during the winter.

The production of the basic module frame itself as well as finalisation of the entire set is precise, quick and there are no accidental defects such as during the construction of objects in case of brick or concrete constructions. The speed of such construction has a favourable impact on the environment, the traffic load and also comfort of the surrounding objects. The construction noise is eliminated to minimum, as the basic production is done inside the hall. The biggest benefit of the module frame according to the presented solution is its modularity and unlimited variability during installation and such creation of various types of constructions as well as their forms. It is also possible to make the module frame directly at the installation site, if the installation site has a poor traffic accessibility or if such a method is more suitable. In such case, wooden parts and two to six-arm pieces will be used separately. The connection pieces have the advantage that the wooden parts are inserted into them and are fixed temporarily without any screws thus facilitating the installation.

List of drawing figures

Fig. 1 represents one construction module frame, in the section plan and in two views.

Fig. 2 represents three-arm connection piece in 2D display, in the section plan and in two views.

Fig. 3 represents three-arm connection piece in 3D display, without the inserted wooden prisms.

Fig. 4 represents three-arm connection piece in 3D display, with the inserted

wooden prisms.

Fig. 5 represents in 3D display the frame composition creating the family house, frames are without timbering.

Fig. 6 represents in 3D display the frame composition creating the family house, with timbering and drawbars.

Fig. 7 represents 3D scheme of using three to six-arm connection pieces

Fig. 8 represents three-arm connection piece in 90 ° in 3D display

Fig. 9 represents four-arm connection piece in 90 ⁰ in 3D display

Fig. 10 represents five-arm connection piece in 90 ° in 3D display

Fig. 11 represents six-arm connection piece in 90 ° in 3D display

Fig. 12 represents two-arm roof connection piece in 135 ⁰ in 3D display

Fig. 13 represents 2D view, with four modules in the section, with saddle 45° roof Fig. 14 represents 2D vies, with three modules in the section, with the saddle 45° roof with the raised roof and without roof raising.

Fig. 15 represents in 3D display the composition of the pieces creating the house with saddle 45° roof, with raised roof and without the roof raising.

Example of the embodiment

The basic construction unit of the module system structure, according to figures 1, 2, 4, 5, 6, 7, 13, 14, 15 are the wooden elements - beams 03, 04, 05, 06 which make the rectangular or square floor or ceiling base and also columns 02. The wooden elements will be adjusted according to the loading class in the individual regions. The wooden elements will be supplied in precise dimensions as necessary.

Upon the delivery of the individual construction parts separately, even wooden beams and columns will be used for any roof inclination, according to figures 13, 14, 15, connected by several arm connection pieces 01.1. 01.2. 01.5. and extension 14,. The central wooden column 15 supports the wooden beam liL The wooden chevrons 16 create the roof inclination and are strengthened according to the range by wooden tie 17. If a raised roof is considered, it is created by shorter column 15 located on the circumference. Another wooden beam will be put on these columns 18. Another construction element of the module system represents the more are connection pieces 01.1. 01.2. 01.3. 01.4. 01.5. In the basic embodiment of the module frame, the connection piece has three arms 01.1 and it connects all the wooden beams 03_^ O 05. Q6 and columns Q2 into one frame. The three arm connection piece 01.1 is represented in 2D display in Fig. 2 and 3D display in Fig. 3, 4, 8 separately. The individual positions in sets are represented on figures. 5, 6, 7 and 15.

The three-arm connection piece 01.1 serves also for the anchoring of the steel drawbar 07 with the tensioning thread. In the three-arm connection piece 01.1 in the triangle or more angle reinforcement 08 opening 02 for the anchoring of the steel drawbar Q7 with the tensioning threads is incorporated which may serve as a clamp lock at the transport. In each arm of the three-arm connection part 01.1 there are openings 11 to fix the wooden beams Q PA OJL. Q6_ and columns Q2 upon their insertion. In the connection point of all three arms there is an installation chamber 13, it is a hollow space serving for the manipulation and installation of the individual pieces together. In each three-arm connection piece 01.1 there are openings 10 to fix several module frames to each other.

The installation chamber 13_ will be accessible from the side as needed for the connection. If the three-arm connection piece 01.1 is located in the basis in contacted with the basement, it also includes a rectification steel threaded bar 12, serving for the balancing of the individual module frames, but also for the fixing of the neighbouring frame from the upper side. The rectification threaded bar 12 may have a square or round section. Such installed module frame is self-supporting.

When supplying the individual construction parts separately, all types of the connection pieces will be used, i.e. the two-arm connection piece Q1JL three-arm connection piece 01.1. four-arm connection piece 01.2. five-arm connection piece 01.3 and six-arm connection piece 01.4 as well as the steel extension 14 serving for the roofing of the basic modules with saddle roof. These connection pieces are displayed in 3D display on fig. 8, 9, 10, 11 and 12. On fig. 7 and 15 there is a construction example where all types of the connection pieces are used, i.e. 01.1. 01.2. 01.3. 01.4. 01.5 in various positions.

For the types of the connection pieces 01.1. 01.2. 01.3. 01.4 the same installation chambers 13 and openings QJL UL 11 as described above will be used.

If an extension of the basic module frame with a sloping roof is considered, two-arm connection pieces 01.5 will be used which will be inserted onto the steel extension 14. Extension 14 will be inserted to the installation chamber 12■ The two-arm connection pieces 01.5 have pockets 2Q_ from the lateral side to insert the beams UL In case of the raised roof, the two-arm connection piece 01.5 will be inserted directly to another wooden column lfL In the two-arm connection pieces 01.5 there are even openings 11 to fox the wooden columns 15 and chevrons 23., the best using screws for the wood. Chevron 16 will be inserted to the two-arm connection piece 01.5 from the upper side, three-arm 01.1 or four-arm connection piece 01.2 will be inserted onto it in the top position. Into such a prepared construction, another wooden beam 19 will be inserted. They may together the space frame of the sloping roof.

The third construction element of the module system are steel drawbars Q7 with the tensioning threadi serving as a static system of wind bracing the module frame sets, but also for the frame transport. The section plan base of the basic frame is made by the floor wooden beams 03. 04. 05, 06 which will be connected using steel three-arm connection pieces 01.1 in each corner under the angle of 90 degrees. To the connection piece 01.1 wooden columns 02 of the entire construction are inserted. On four wooden columns Q2 there are again three-arm connection pieces 01.1. The frame is enclosed by wooden beams 0_4_, 06. The wooden beams Q3, 04, QJL Q6_and wooden columns Q2_ are fixed by screws in the three-arm connection pieces 01.1. Eight steel three-arm connection pieces 01.1 together with the wooden beams 0J3,_04, Ojj>, 06 and wooden columns QZ make a space self-supporting frame construction welded by the steel drawbars 07 with the tensioning threads.

When supplying the individual parts of the construction separately, the individual more arm connection pieces will be designed separately, i.e. 01.1. 01.2. 01.3. 01.4, 01.5 as necessary or according to the designed section plan shape.

The floor and ceiling parts of the frame construction is ready for the floor and ceiling wooding. Lateral frames may be used as well for the wooding of the non-supporting columns. The wooding and non-supporting columns in the final status help the overall static construction strength. After the wooding the entire frame filling may be designed so that it is in compliance with the standard thermal and technical features of the individual regions applied to the circumferential wall structures as well as the ceiling and roof. Between the wooding, window and door openings may be designed according to the requirements. Doors and windows will be installed to these openings.

The completion of the individual module frames, including the interior furniture may be executed in the production hall tailor-made. This solution depends on the concrete order.

When using the construction module system according to the presented solution as a basic construction system during the installation of the remaining objects, we may consider even the technologies and installation distributions installed directly in the ceiling, wall and floor structures. The individual distributions will be ready in the production hall so that they will be connected directly at the working site. After the installation, all the distributions will be functional and will make one set.

Industrial exploitability

The construction module system according to the presented solution will be exploitable mainly in the construction industry. It may be used for several types of constructions with a different function and character, such as:

small constructions: park pavilions, . winter, ..garden, garden house, pergola, shelter, garage, weekend chalet, view-tower and then

residential constructions: mobile residential unit, family house, apartment house with three floors, condominiums as well as ₍

non-residential constructions: guest house, community centre, field hospital, mobile unit, administration, ^" kindergarten, · learning centre, storage houses, shipping and services object. — · ^> - Legend to the figures

01.1 three-arm connection piece

01.2 four-arm connection piece

01.3 five-arm connection piece

01.4 six-arm connection piece

01.5 two-arm connection piece

02 wooden column

03 wooden beam

04 wooden beam

05 wooden beam

06 wooden beam

07 steel drawbar with the tensioning thread

08 reinforcement

09 opening for the steel drawbar anchoring

10 opening for the mutual fixation of the module frames

11 opening for the fixation of wooden beams and columns

12 rectification steel thread bar

13 installation chamber

14 extension

15 wooden column

16 wooden chevron

17 wooden tie

18 wooden beam

19 wooden beam

20 pocket for the wooden beam positioning

Claims

CLAIMS FOR THE PROTECTION

1. The construction module frame characterised in that it consists of the geometric shape structure made of wooden beams (03), (04), (05), (06) and columns (02) connected with the connection pieces, advantageously two-arm connection pieces (01.5), three-arm connection pieces (01.1), four-arm connection pieces (01.2), five-arm connection pieces (01.3) or six-arm connection pieces (01.4) fixed by at least one steel drawbar (07) with the tensioning thread where the connection pieces (01.1, 01.2, 01.3, 01.4.01.5) are made of steel hollow profiles fixed at each other and reinforced by triangle and more angle reinforcement (08) with at least one opening (09) for the steel drawbar anchoring with the tensioning thread (07) and for the installation where each arm of the connection piece (01.1, 01.2, 01.3, 01.4.01.5) is equipped with at least one more opening (11) to fix the wooden beams (03), (04), (05), (06) and columns (02), while there is an installation chamber (13) in the connection of all the arms of the specified connection pieces.

2. The construction module frame according to the claim 1 characterised in that the installation chamber (13) is equipped with at least one more opening (10) for the mutual fixation of the neighbouring module frames.

3. The construction module frame according to the claims lto2 characterised i n that the connection pieces (01.5), (01.1), (01.2), (01.3), (01.4) are made of steel profiles of square or round section.

4. The construction module frame according to the claims lto3 characterised i n t h a t it has an advantageous shape of a square or cuboid.