[0001] The present invention concerns an arrangement for joining wood-based construction
elements according to the introduction of claim 1.
[0002] The manufacture of houses and other types of building takes place evermore often
with the aid of construction elements, for several reasons. Not only is it possible
for the assembly of the house to take place with fewer persons involved at the building
site, but also is the manufacture of the construction elements carried out in a controlled
environment, such as that in a factory. The construction elements comprise modules
that are put together, forming in this manner a building. The module may be fully
complete, with its outer surface coated with a weather-resistant surface layer, the
inner surface wallpapered, and the interior of the module provided with insulation
and conduits installed for, for example, the electrical installations. The module
may be one complete wall, a wall with at least one of windows and doors, and floor
structure modules.
[0003] Various methods and arrangements for the joining of construction elements are known.
A wall module of reinforced concrete designed to be used for the completion of a multi-storey
building is described in the Swedish patent
SE 527783, with applicant NCC AB. The wall module comprises two vertical joining arrangements
in the form of a male part, such as a peg, and a female part, together with two horizontal
joining arrangements.
[0004] One disadvantage of this variant is that the motions of the modules in the vertical
direction are limited only by the weight of the modules, and that they are locked
by the arrangements of the horizontal joints. A further disadvantage is that it is
possible to displace the vertical joints in a horizontal direction. This solution
makes possible large tolerances during the manufacture, but it places at the same
time heavy demands on the personnel who are to assemble the various modules.
[0005] The degree to which the modules are completed during the manufacturing phase thus
places heavy demands on those parts with which the modules are to be joined.
[0006] One aim of the present invention is to offer an arrangement for the joining of wood-based
construction elements that gives an exact fitting of the elements to each other.
[0007] A second aim is to offer an arrangement for the fitting of the construction elements
against each other that gives at the same time locking in both the vertical direction
and the horizontal direction during the joining process.
[0008] An embodiment will be described below with reference to the attached drawings, of
which:
Figure 1 shows a construction element arranged vertically with a plate,
Figure 2 shows a detail of an I-beam,
Figure 3a shows a cross-sectional view seen in the longitudinal direction of two wall
elements before joining,
Figure 3b shows a view of the wall elements from Figure 3a obliquely from the side,
Figure 3c shows a cross-sectional view of the wall elements from Figure 3a after joining,
Figure 3d shows the wall elements during disassembly,
Figures 4a-4d show a second variant of the connection arrangement in positions corresponding
to those of Figures 3a-3d,
Figure 5 shows two wall elements with an installation layer, and
Figure 5A shows a second variant of the two wall elements corresponding to those in
Figure 5.
[0009] Figure 1 shows a construction element in the form of a wall element 1 manufactured
from wooden material that extends essentially parallel with a central place C. The
wall element 1, which for reasons of clarity will be described as standing in a vertical
direction, comprises a structural body having structural battens of elongated I-beams
2, one of which is shown in more detail in Figure 2. It is an advantage if the webs
3 of the I-beams 2 are manufactured from wood-fibre sheet. The two edges of the web
3 are attached at the sides to a pressure flange 4 and a tensile flange 5 manufactured
from wood. These may be, for example, solid wooden flanges, or they may also comprise
LVL material or glulam. The term "pressure flange" 4 is used to denote the flange
at which compression forces usually arise, and in an equivalent manner, the term "tensile
flange" 5 to denote the flange at which tensile forces usually arise. The I-beams
2 are arranged essentially parallel to each other and at a certain separation, with
their tensile flanges 5 attached to a first surface covering 6, for example a building
sheet, adapted for an outdoor environment and advantageously provided with facade
material such as panels or similar. It is appropriate that the separation between
the I-beams 2 be adapted for insulation material of standard dimensions. It should
be realised in this respect that the I-beams can be arranged with a greater or lesser
distance between them, depending on the load that it is intended that the wall element
is to carry, and depending on whether the wall element is to be insulated or not.
It is an advantage that nogging pieces be arranged between the I-beams 2. It is an
advantage if also a transverse I-beam 7 is arranged at the ends of the longitudinal
I-beams, forming an end wall.
[0010] A plate 9 in the form of a lamellar board is attached to the pressure flanges 4 of
the I-beams 2. The plate comprises a core 10 with fibres that are parallel to the
longitudinal direction of the I-beams, and which core is covered by a surface layer
11 on at least the side that faces the I-beams 2. It is an advantage that the core
10 comprise planks 12 that are arranged with their long sides next to each other and
parallel with the I-beams 2. The size of the plate 9 depends on the load to which
the wall element 1 will be subject when the building has been built. When using the
wall element for walls of buildings that will have only one or one and a half storeys,
the pressure flange side 4 of the beams 2 is only partially covered by the plate 9,
since the load on the wall element 1 will be significantly lower than it will be in
a multi-storey building. That part of the pressure flange side 4 of the I-beams 2
that is not covered by the plate 9 is, instead, arranged with a traditional type of
building board. The arrangement of the sheet 9 in this manner can be compared with
a truss beam. If the wall element 1 is to be used in a building with two or more storeys,
then the pressure flange side of the wall element is fully covered by the plate 9.
[0011] It is an advantage that an installation layer 13 be arranged at the plate 9, comprising
structural battens with a surface layer that does not have a load-bearing function,
being intended solely to provide a compartment for, for example, piping. Since this
surface layer face in towards the room that is formed by the connected wall elements,
it is an advantage that it be painted or wallpapered.
[0012] The first edge 14 of the plate 9 comprises a first part 15a that is a component of
a connection arrangement 15 and that is directed away from the edge 14, advantageously
coincident with the direction of the central plane C. The second edge 17 of the plate
9 is arranged in an equivalent manner with the second part 15b that is a component
of the connecting arrangement, and is directed in towards the edge 17, advantageously
coincident with the direction of the central plane C. The plate 9 and the 1-beams
2 are arranged, according to Figure 5, such that one end 8a of the I-beams is located
a certain distance inside of the first edge 14 of the plate 9 while the second end
8b of the I-beams is located a certain distance outside of the second edge 17 of the
plate 9.
[0013] In a further embodiment shown in Figure 5A, the edges of the plate 9 are at the same
level as the transverse I-beam that is arranged at the ends of the longitudinal I-beams,
i.e. when the wall elements are stacked on their edges, one on top of the other, then
the elements will be in contact with their ends against each other.
[0014] The first part 15a, shown in Figure 3a-4d and directed out from the plate 9, has
the form of a peg 16 or a shaft, and is mounted on a bracket 18a. It is an advantage
if the surface of the peg 16a demonstrates a surface structure in order to improve
its locking action with the connection. The bracket 18a has been given the form of
a "U", and it is intended that it make contact with the edge 14 of the plate 9 with
its two free legs 19 one on each side of the lamella 9 and that it be screwed into
the lamella 9 with the peg 16 directed away from the edge 14 of the plate. The purpose
of the bracket 18a and its design is that it provide the possibility to disassemble
the complete wall element 1 if this should become necessary. In a second embodiment,
the bracket has been given the form of an "L", i.e. the bracket is screwed attached
only on one side of the lamella. It should, however, be realised that the peg 16 can
be inserted into and mounted directly on the plate 9. It is an advantage that the
peg 16 be bevelled at its free end in order to facilitate the joining of the connection
arrangement 15. It is an advantage that the bracket 18a be mounted in such a manner
that the peg 16 is centred in the edge 14 of the plate 9.
[0015] The second part 15b that is a component of the connecting arrangement 15 is located
in a hole or an opening that is present in the second edge 17 of the plate 9. The
second part 15b has been given a dimension and a form that correspond to, or are somewhat
greater than, those of the peg 16. The outermost part of the opening 21 is arranged
with a collar or flange 22 against which a locking unit 23 is placed. The locking
unit comprises a washer 24 that is in contact with the flange 22, and a cover 25 is
mounted over the flange 22 and the washer 24 after the washer 24 has been placed in
the locking unit 23, whereby the axial motion of the washer 24 is locked. The cover
25 comprises a "U"-bracket 18b that is screwed attached to the plate 9 and that is
provided with a hole through which it is intended that the first part 15a of the locking
arrangement 15 be inserted. The locking washer 24 is provided in the same manner with
a hole that has the same purpose. The bracket 18b has been given the form of an "L"
in a second embodiment, i.e. the bracket 18b is screwed attached solely to one side
of the lamella. The hole of the locking washer has been given a dimension that is
somewhat smaller than that of the peg that is a component of the first part 15a of
the locking arrangement 15, in order to offer locking interaction with the surface
of the peg 16. The hole of the locking washer 24 furthermore, demonstrates a sharp
or pointed inner surface in order to make better contact and achieve better locking
with the peg 16.
[0016] It should in this connection be realised that the first part 15a of the connecting
arrangement 15 in one construction element is intended to interact with the second
part 15b of the connecting arrangement 15 in a second construction element 1A that
is stacked on the first construction element. It should be realised also that when
a construction element with a plate 9 that only partially covers it is to be used,
i.e. when the plate 9 can be considered to be similar to a truss beam, the construction
element 1 comprises only one part 15b of the parts that are components of the connecting
arrangement 15. On that part that the construction element is intended to be attached
to at the foundation on which the building is to stand, the second part 15a of the
parts that are components of the connecting arrangement 15 is attached to the transverse
I-beam at the end wall of the element.
[0017] When the peg 16 is pressed into the hole of the washer 24, this hole is expanded
through the edge of the hole being bent in the direction of the direction of motion
of the peg 16, and it is then subject to tension. If the peg attempts to move outwards
from the opening 21 as a result of, for example, wind loading, the tension is reinforced
through the sharp edge of the hole pressing against the surface of the peg whereby
the peg 16 is prevented from leaving the hole of the washer 24. At least one of the
first part 15a and the second part 15b is mounted at the relevant edge 14 or 17 of
the plate 9, but it should be realised that each edge 14, 17 may be provided with
two or more locking arrangements 15. It is, however, a requirement that the edges
14, 17 of two wall elements 1, 1A that are intended to be directed towards each other
demonstrate an equal number of locking arrangements 15. It is an advantage if the
number of locking arrangements 15 increases with increasing height of the building.
[0018] In a second embodiment that is illustrated in Figures 4a-4d, the brackets are designed
to allow the locking arrangements to be arranged externally applied against the edge
of the plate. The locking unit 23 is arranged between two retaining surfaces between
which the vertical motion of the locking unit is locked.
[0019] When two wall elements 1, 1A are to be joined, the first wall element 1 is located
standing in a vertical position and a strip of sealing material is arranged at the
edge 14 of the plate 9 as shown in Figure 5. The pegs 16 of the next wall element
1A, which pegs are arranged in the lamellar edge 17 of this wall element 1A, are subsequently
fitted into the opening 21 of the first wall element 1, which opening is arranged
in the lamellar edge 14 of this wall element. When the lamellar edge 17 of the second
wall element 1A is placed in contact with the lamellar edge 14 of the first wall element
1, the peg 16 of the second wall element is pressed into the opening 21 and a locking
washer 24 of the first wall element 1. The mutual motions of the wall elements 1,
1A in the vertical direction and in the horizontal direction are thus locked.
[0020] If the second wall element 1A must be dismounted, the brackets of the peg 18a and
of the opening 18b are screwed from the respective lamellar edges 14, 17. The wall
element 1A can subsequently be dismounted and the connecting arrangements 15 must
be discarded. When the wall element 1A is to be mounted again, new connecting arrangements
15 are mounted on both of the wall elements 1, 1A, after which the method is repeated.
[0021] The arrangement functions as described below:
[0022] Laying the foundation is carried out in the normal manner by pouring the foundation
of the building or by an assembly of the elements of the crawlspace. A sill is arranged
at the beam at the edge, on which the wall element 1 is to be mounted. It is an advantage
that a first set of the locking unit 23 that is a component of the connecting arrangement
15 is mounted in the sill. It should, however, be realised that the first level of
the wall element 1 can be attached at the sill in a traditional manner without the
connecting arrangement 15 according to the invention.
[0023] The first level of wall elements 1 is attached to the sill and joined at the corners
in a manner that is already known, for example, with the aid of tracks and riders
or with the aid of ready-made corner pieces that are attached in a traditional manner.
The strip of sealing material is placed on the edge 14 of the wall elements. The next
level of wall elements 1A can now be lifted into place. Each wall element 1A is lifted
and positioned with the pegs 16 towards the openings 21, after which the wall elements
1A are lowered such that the pegs 16 are pressed into the openings 21 and the holes
in the washers 24. In association with the insertion of the pegs 16 into the openings
21, the edge 17 of that part of the plate 9 that is located outside of the end pieces
8b of the I-beams is placed in contact against the edge 14 of the plate of the existing
wall elements. The surface layers of the wall elements 1, 1A are placed in this way
at the same level.
[0024] It is an advantage if the component parts 16, 21, 22, 24 of the coupling arrangements
15 described above are manufactured from at least one of high-strength steel and stainless
steel. It should, however, be realised that other types of material, such as composite
materials, can be used. However, in the case in which the parts are manufactured from
composite material the spring washer is manufactured from spring steel in order to
achieve a sharp locking edge.
[0025] The present invention is not limited to what has been described above and revealed
in the drawings: it can be changed and modified in a number of different ways within
the scope of the innovative concept specified by the attached claims.
1. An arrangement (15) for joining two construction elements (1, 1A) that are components
of a building and that are principally of wood-based material forming walls, stacked
on each other, one on top of the other, built up from structural battens (2) and at
least one surface layer (9) and that extend essentially parallel with a central plane
(C), characterised in that the connection arrangement (15) comprises a first part (15a) and a second part (15b),
of which the first part (15a) is arranged at one edge (14) of the construction element
(1, 1A) and the second part (15b) is arranged at the second edge (17) of the construction
element (1, 1A), which is located, when the elements are stacked, opposite the first
edge (14), in that the first part (15a) can be connected to the second part (15b), and in that the second part (15b) comprises a locking unit (23) for the retention of the first
part (15a) when wall elements (1, 1A) are connected.
2. The connection arrangement according to claim 1, whereby the locking unit (23) comprises
a washer (24) with a hole for the reception and retention of the first part (15a)
that is a component of the connecting arrangement (15).
3. The connection arrangement according to claim 1, whereby the first part (15a) of the
connecting arrangement (15) comprises a peg (16) that protrudes from the first edge
(14) of the construction element (1, 1A) in a direction that coincides with the direction
of the central plane (C).
4. The connection arrangement according to claim 2, whereby the peg (16) is arranged
at a bracket (18a) with the form of a "U" and that is attached at the edge (14) of
the construction element (1, 1A) with its two free legs (19) one on each side of the
construction element (1, 1A).
5. The connection arrangement according to claim 4, whereby the bracket (18a) is attached
to the edge (14) of the construction element (1, 1A) in a manner that allows it to
be removed.
6. The connection arrangement according to any one of the preceding claims, whereby the
second part (15b) of the connecting arrangement (15) comprises an opening (21) that
is directed in through the second edge (17) of the construction element (1, 1A) in
towards the construction element (1, 1A) in a direction that coincides with the central
plane (C), in which opening the locking washer (24) is arranged.
7. The connection arrangement according to claim 6, whereby the locking washer (24) is
arranged at the location at which the opening (21) opens out.
8. The connection arrangement according to claim 6, whereby the hole of the locking washer
(24) is arranged at a certain distance in from the edge (17) of the construction element.
9. The connection arrangement according to claim 3, whereby the hole of the locking washer
(24) comprises a sharp edge intended to interact with the surface of the peg.
10. The connection arrangement according claim 2, whereby the locking washer (24) is arranged
at a flange (22) that is arranged at the first part (15a) that is a component of the
connecting arrangement (15) with a cover (25) provided with a hole that retains the
washer (24) against the flange (22).
11. The connection arrangement according to claim 6, whereby the cover that is provided
with a hole comprises a bracket (18b) that has the form of a "U" and that is attached
at the edge (17) of the construction element (1, 1A) with its two free legs (19) one
on each side of the construction element (1, 1A).
12. The connection arrangement according to any one of claims 1-10, whereby the bracket
(18a, 18b) has been given the form of an "L".
13. The connection arrangement according to claim 11, whereby the bracket (18b) is attached
to the edge (17) of the construction element (1, 1A) in a manner that allows it to
be removed.
14. The connection arrangement according to claim 1, whereby the structural battens (2)
comprise I-beams, one side of which is partially covered by the surface layer in the
form of a plate (9), one edge (14) of which protrudes past the end parts (8a) of the
structural battens (2) of the wall element and comprises the first part (15a) of the
connecting arrangement (15), and in that the second edge (17) of the plate (9) protrudes
past the second end sections (8b) of the structural battens (2) opposite to the first
edge (14) of the plate (9) and comprises the second part (15b) of the connecting arrangement
(15).
15. The connection arrangement according to claim 3, whereby the free end (20) of the
peg (16) demonstrates a bevelled edge.
16. The connection arrangement according to any one of the preceding claims, whereby the
surface of the peg demonstrates a structure.
17. The connection arrangement according to claim 1, whereby at least one of the first
part (15a) and the second part (15b) of the connecting arrangement (15) is arranged
on the side of the construction element parallel to the central plane.
18. The connection arrangement according to any one of the preceding claims, whereby at
least one of the first part (15a) and the second part (15b) of the connecting arrangement
is manufactured from stainless steel.
19. The connection arrangement according to any one of the preceding claims, whereby at
least one of the first part (15a) and the second part (15b) of the connecting arrangement
(15) is manufactured from composite material.