[0001] The object of the invention is a glued-laminated timber element comprising two or
more longitudinal and wedge-shaped timber pieces glued together, in at least two of
which pieces the grain runs in different directions, so that these timber pieces narrow
in the opposite directions, so that they together form a timber element of uniform
width and thickness.
[0002] Known timber elements, such as glulam timber beams, usually comprise sawn timber
of uniform thickness and uniform width glued together. However, since natural timber
is always to some extent conical, the wood's grain structure is broken in timber sawn
to uniform thickness and width. The breaking of the grain naturally reduces the strength
of the sawn pieces and hence the strength of the timber elements formed by gluing
them together. The breaking of the grain also reduces the capacity of a glued-laminated
timber element, such as a glulam beam, to remain straight.
[0003] The above-mentioned problems are particularly pronounced in glulam panels. Present
glued and laminated panels are made of regular sawn timber by dividing it into smaller
pieces. The grain structure of regular sawn timber is broken in the sawing process,
which reduces the strength and aesthetic appeal of the sawn timber. Another problem
in this situation is that split sawn knots remain on the panel surface, in which case
the knots often come loose in working the panels. Large split sawn knots reduce the
aesthetic appeal of the panel and therefore its value. The raw material of the panels
is also non-homogeneous because of the colour variation of heartwood and sapwood and
dry and fresh knots. The tree's heart pith also often remains visible because of the
way the timber is cut. This occurs, for instance, when a sawn piece with a 50 x 100
mm cross section is cut into two 50 x 50 mm pieces. In this case, the heart pith remains
on the edge of the blank and therefore visible in the glued panel.
[0004] The grain pattern also varies depending on the position of the outer and inner face
of the wood. When the outer face of sawn timber is on the surface of the panel, the
tree's grain may rise, forming a dangerously sharp crack.
[0005] The warping of glulam panels made of regular sawn timber is also great because of
the variations in the radial and tangential contraction of the timber pieces used
in their manufacture. This causes variable contraction on the various surfaces of
the glulam panel, as the inner and outer sides and edges of the timber are not present
to equal degrees in the various surfaces of the glulam panel. The diameter of the
top end of the wood used as raw material is usually at least 15 cm, which means that
knots are also relatively large. Sawlog grade timber would not have knots, but it
would be uneconomical to use it for manufacturing glulam panels.
[0006] For the above-mentioned reasons, an effort has also been made to saw timber parallel
to its surface, which results in wedge-shaped timber pieces instead of timber of uniform
thickness and width. Since the grain structure is not broken in timber obtained in
this way, the sawn pieces are markedly more durable than pieces of uniform thickness
and width. In this way it is also possible to utilise the entire tree stem substantially
more efficiently. When these wedge-shaped pieces are glued together in a variety of
combinations, the result is a glulam element, such as a glulam beam, which is stronger
than known beams. Also the proportion of glued seams in the finished beam is smaller.
[0007] Various glulam elements made of wedge-shaped timber pieces and the methods of manufacturing
them have been demonstrated in publications DK-167566, CH-645837, CH-683828, DE-4135247,
DE-4212687, EP-388507, EP-518246, DE- 4209407 and DE-1628884.
[0008] However, glulam elements made of wedge-shaped timber pieces have not proved to have
sufficiently good properties in demanding conditions of use. The purpose of this invention
is to eliminate the disadvantages of known elements and to create a novel kind of
glulam element.
[0009] In the glulam element relating to the invention, the surfaces of wedge-shaped timber
pieces have been sawn parallel to the grain, since in resawing, the block is sawn
in two parallel to the heart and the opposite sides of the blanks are then resawn
parallel to the grain at that point. In this way the grain structure of the wood remains
intact, which has the effect that the wedge-shaped timber pieces and the elements
made of them are stronger than known glulam elements. The glulam elements relating
to the invention also have fewer seams than known glulam elements and they and also
keep their straightness better than known glulam beams.
[0010] According to one preferred embodiment of the glulam element relating to the invention,
the outside face of a wedge-shaped timber piece is made to face towards the inside
of the element, and the heartwood is on the surface of the glulam element. In this
way the softer outside face which is more susceptible to splitting is protected inside
the element, and the stronger and more weather-proof heartwood is on the surface.
This structure reduces the occurrence of visible splits in the glulam beam.
[0011] The purpose of the invention is also to create a new glulam element, such as a glulam
panel, which does not have the above-mentioned disadvantages.
[0012] It is characterised to the glued-laminated timber element according to the invention
that the glued-laminated timber element consists of one or more such layers made up
of at least two timber pieces, in which the cores of the joined timber pieces face
towards the inside of the layer, mainly equidistant from both planar surfaces of the
layer.
[0013] The glulam panel relating to the invention has no harmful split sawn knots in sight,
as the knots start from inside the panel towards the surface. This means that the
knots stay in place well when the panel is worked, and the panel is homogeneous in
terms of both appearance and knottiness. It is also light-coloured, and the heart
pith is always concealed inside the product. The grain structure remains better intact
and the panel surface obtains a scantling structure in which the grain is perpendicular
to the surface. The grain pattern is even and the grain structure does not disintegrate.
The contraction of both sides of the glulam panel is equal and the panel's lateral
contraction is smaller than with present panels. The timber pieces used for the glulam
panel can be sawn from thin pulpwood grade timber with a diameter of 7-15 cm at the
top of the stem. This saves raw material and improves the wood utilisation ratio.
Using sawn timber obtained from pulpwood grade for the panels is also less expensive.
[0014] It is characterised to a preferred embodiment of the glued-laminated timber element
according to the invention that the timber pieces in the layer of the glued-laminated
timber element have been joined in such a way that the core of every other timber
piece faces one side of the layer and the core of every other timber piece faces the
opposite side of the layer.
[0015] It is characterised to a second preferred embodiment of the glued-laminated timber
element according to the invention that the outermost timber pieces in the layer of
the glued-laminated timber element face outwards.
[0016] It is characterised to a third preferred embodiment of the glued-laminated timber
element according to the invention that the glued-laminated timber element is a glued-laminated
timber beam comprising two or more layers, in each of which the cores of the timber
pieces face the inside of the layer mainly equidistant from both planar surfaces of
the layer.
[0017] It is characterised to a fourth preferred embodiment of the glued-laminated timber
element according to the invention that the glued-laminated timber element is a glued-laminated
timber panel, in which one layer comprises several timber pieces, the cores of which
face towards the inside of the layer mainly equidistant from both planar surfaces
of the glued-laminated timber panel.
[0018] It is characterised to a fifth preferred embodiment of the glued-laminated timber
element according to the invention that the glued-laminated timber element is a door
panel, on both sides of which mainly identical recesses or the like have been milled
in such a way that also at the recesses, the cores of the timber pieces are in the
centre of the door panel, mainly equidistant from the bottom of the recess.
[0019] It is characterised to a sixth preferred embodiment of the glued-laminated timber
element according to the invention that the cores of the outermost timber pieces of
the door panel face outwards and that their pith rays have been removed.
[0020] According to one preferred embodiment of the glued-laminated timber element invention,
the timber pieces are sawn in such a way that first of all a block is sawn in which
the opposite sawn sides are parallel. Then the flat block is resawn in two through
the centre at the heart and at the sides it is sawn parallel to the wood's surface
and grain. In this way the block produces two wedge-shaped pieces. A timber panel
is assembled in such a way that the wedge-shaped pieces are laid together so that
the heart pith remains in the middle of the panel and the knots start from the inside
of the panel towards the surface. This ensures that no split sawn knots remain visible
on the panel surface.
[0021] The glulam panel has a scantling structure, in which the grain runs at right angles
to the panel's surface. The grain structure does not break on the panel surface, because
the wedge-shaped timber pieces have been sawn parallel to the wood surface and parallel
to the grain. Because the grain runs perpendicular to the surface, the grain does
not disintegrate from the panel surface and the grain pattern on the surface is even.
Moreover, since the grain structure is always perpendicular to the surface and in
the same direction, equally strong tensions are created on both panel surfaces and
their contraction is equal.
[0022] Since the radial contraction in the timber pieces is smaller than the tangential
contraction, the lateral warping is less in the glulam panel than in a traditional
panel. Because of the scantling structure, the warping and twisting of the glulam
panel relating to the invention is less than with panels in which the angles of the
grain vary in the timber pieces.
[0023] Another advantage of the glulam panel relating to the invention is the fact that
it is sawn from the top portion of trees, which means that its knottiness is sound
and homogeneous, and the panel is of uniform light colour. Sawing the timber into
wedge-shaped pieces at the resawing stage saves timber raw material and makes panel
production less expensive.
[0024] Another object of the invention is a novel method for sawing timber, in which method
two wedge-shaped timber pieces are sawn from a tree stem in such a way
- that first a block is sawn from the stem, in which block the opposite sawn sides are
parallel
- two wedge-shaped timber pieces are sawn from the block of uniform thickness, in such
a way that the block is mainly split through the centre, and the timber surfaces on
the sides are removed parallel to the grain.
[0025] It is characterised to the method according to the invention for sawing timber that
the wedge-shaped timber pieces are in this method sawn in such a way
- that once the opposite sides of the block have been sawn parallel to each other, the
block is resawn in two through the centre mainly at the core of the block at,
- that the first sawn half of the block is turned around so that its narrower top end
faces the butt end of the other block half and that surfaces of the block halves sawn
at the core part are pressed against each other,
- and that the outer surfaces of both halves of the block pressed together are sawn
or worked off along parallel lines, such as sawing lines, preferably simultaneously.
[0026] According to one preferred embodiment of the method relating to the invention, the
timber is sawn so that first normal block sawing is done, which gives the block two
parallel flat surfaces. Then the block is resawn in two through the centre, and the
side pieces are resawn or worked to form flat surfaces in line with the side surfaces
of the stem. This way wedge-shaped timber pieces are obtained, which are blanks with
sawn, hewn or planed surfaces. Then two or more blanks are joined on top of each other,
side by side or end to end, with the narrowing and widening ends of the wedges either
pointing in the same direction or in opposite directions. This allows glulam beams
of desired size and form to be formed.
[0027] According to a second preferred embodiment of the method relating to the invention
- in the timber sawing method, a block sawn from a crooked stem is resawn in two through
the core of the stem at guided by guide rollers or similar, supporting the block from
the sides, thus making the sawing line crooked as well,
- that the first half of the block is turned around so that its narrower top end faces
the butt end of the other block half,
- that the sawn surfaces of the block halves are pressed together using pressure rollers
or similar,
- and that the surfaces of the halves of the block are sawn or worked off along parallel
sawing lines.
[0028] Since it is possible, using the method relating to the invention, to utilise the
entire tree length more efficiently, almost to the surface parts, the sawn timber
pieces are relatively larger in relation to the thickness of the stem than when sawing
timber of uniform thickness and width. Therefore fewer timber pieces are required
and the number of glued seams needed decreases in the glulam elements relating to
the invention.
[0029] According to a third preferred embodiment of the method relating to the invention
- while the block halves are being pressed together by pressure rollers or similar,
the form of their outer surface is measured by photocells or similar members in order
to detect the narrowest part of the halves of the block,
- and that on the basis of this measurement, the position of the saw blades is adjusted
so as to saw or work off the surfaces of the halves of the block along parallel sawing
lines.
[0030] In the following, the invention is described using examples with reference to the
appended drawings, in which
- Figures 1a-1c
- show diagrammatically timber sawn according to the invention.
- Figures 2a-2c
- show a timber element relating to the invention.
- Figures 3a-3c
- are analogous to figure 2a-2c and show a second embodiment of the timber element.
- Figures 4a-4c
- are analogous to figure 2a-2c and show a third embodiment of the timber element.
- Figure 5
- shows a fourth embodiment of the timber element.
- Figures 6-10
- show various embodiments of the timber element.
- Figures 11a-11b
- show a tree stem from which a wedge-shaped block has first been sawn.
- Figures 12a-12b
- show the stage of resawing the wedge-shaped block.
- Figures 13-17
- show embodiments of a timber element.
- Figures 18-21
- show embodiments of a timber panel element.
- Figures 22-23
- show diagrammatically the manufacture of a timber element.
- Figures 24-28
- show diagrammatically the stages of manufacturing a timber element according to the
invention.
- Figure 29
- shows diagrammatically resawing according to the invention.
- Figure 30
- shows diagrammatically the formation of a pair of timber pieces according to the invention.
- Figure 31
- shows diagrammatically the sawing of the edges of the block halves.
- Figure 32
- shows diagrammatically the cross section of a timber panel made according to the prior
art.
- Figure 33
- shows diagrammatically the cross section of a timber panel made according to this
invention.
- Figure 34
- is analogous with figure 33 and shows diagrammatically a door panel made according
to this invention.
[0031] Figures 1a and 1b show diagrammatically a block 31, which has been sawn from a round,
conical stem, in such a way that parallel sawn surfaces 32a and 32b have been formed,
the distance between which surfaces is, for instance, 150 mm. Thus the width of the
block is 150 mm throughout its whole length. Since the block 31 has been sawn symmetrically
from the stem, the core 50 of the block 31 is mainly equidistant from both surfaces
32a, 32b of the block 31. Then the block 31 is resawn in two through the centre at
the core 50 at the point 33, which results in two wedge-shaped block halves 34a and
34b. Next, the sides opposite the core 50 of both block halves 34a and 34b are sawn
parallel to the surface along lines 35a and 35b.
[0032] If, then, the thickness of the block halves 34a and 34b, or the wedge-shaped timber
pieces 38a and 38b sawn from them, at the narrow top 36 of the block 31 is, for instance,
50 mm, and due to the conical form of the block the thickness of the halves 34a and
34b increases towards the butt 37, for instance, by 5 mm per one metre, then the thickness
of the 5-metre long halves 34a and 34b of the block 31 at the butt end 37 is 75 mm.
[0033] Figures 2a-2c show a timber element (30) seen from three different angles, which
element has been formed of the wedge-shaped sawn from the halves 34a and 34b of the
block 31. One wedge-shaped timber piece 38a has been turned around 180° so that its
faces the butt end 37 of the opposite wedge-shaped timber piece 38b. The outer faces
of both wedge-shaped timber pieces 38a and 38b have been laid to face each other and
the inner faces 39 to face outwards. This way a 5-metre long, 125-mm wide and 150-mm
thick timber element 30 is created, which element is in this example a glued-laminated
timber beam.
[0034] The wedge-shaped block 31 halves 34a and 34b can be joined to one another either
side by side, as in figures 2a-2c, or on top of each other, as shown in figures 3a-3c.
In both cases the stem's heart side 39 has been laid to face outwards in the glulam
beam 30 and the outer face, more susceptible to splitting, to face inwards. In this
way any splits occurring remain concealed inside the beam.
[0035] Figures 4a-4c show a glulam beam with several wedge-shaped timber pieces 38 on top
of each other. The timber pieces 38 may also be placed end to end, as shown in figure
5, or side by side, as shown in figures 6a-6c.
[0036] Figures 7a-7c show a glulam beam 30 in which the wedge-shaped timber pieces 38 are
placed in the same direction. Figures 8a-8c show two beams, shown in figures 7a-7c,
joined in such a way that two wedge-shaped timber pieces 38 are placed in one direction
and two timber pieces in the opposite direction.
[0037] All the glued-laminated timber elements 30 shown in figures 2-8 have only one layer
of wedge-shaped timber pieces 38, which have been joined to each other in such a way
that the core 50 of each timber piece 38 always faces towards the inside of the beam,
i.e. is mainly equidistant from the outer surfaces 32a and 32b of the glued-laminated
timber beam 30. When there are several timber pieces 38 to be joined, the cores 50
of the timber pieces 38 can either face one another, away from one another or in the
same direction in the glued-laminated timber beam 30. Most preferably, however, the
outermost timber pieces 38 in the glued-laminated timber beam 30 have the heart face
39 of the core 50 facing outside. In this way the surface parts of all timber pieces
38 remain enclosed in the glued-laminated timber beam 30, and possible splits occurring
as the timber dries will not show. As is well known, timber shrinks significantly
more in the longitudinal than in the radial direction.
[0038] Another essential advantage of positioning the timber pieces 38 as presented above
is that in this way, there will be no elongated knots on the surface of the glued-laminated
timber beam 30, which knots might cause dangerous cracks and break and come loose
when the beam is being worked. In the structure presented, the knots face the surface
of the glued-laminated beam 30 almost at right angles, which means that they are smaller.
This has a favourable effect on the appearance of the glued-laminated timber beam
30 and the knots will not cause trouble when the beam is worked. The scantling structure
thus formed also has the effect that the grain pattern of the glued-laminated timber
beam 30, made up of timber pieces 38 glued together, is more intact and has a more
pleasant appearance. Perhaps the most attractive surface pattern is achieved by placing
the simultaneously sawn pairs of timber pieces 38a and 38b side by side in the glued-laminated
timber beam 30.
[0039] Figures 9a-9c and 10a-10c show two examples of glulam beams 30, which comprise several
wedge-shaped timber pieces 38 placed in different directions. Both beams 30 have two
pairs of timber pieces 38 placed in such a way that in both pairs two timber pieces
38 together form a rectangular prism, which can be joined to a similar rectangular
prism formed by the timber pieces in the other pair. In the glulam beams 30, the heart
sides of the stem face outwards and the outer faces inwards towards the inside of
the beam, or vice versa.
[0040] Figures 11a and 11b show a conical tree stem 40, from which a wedge-shaped block
31 has been sawn in such a way that it is wider at the butt end 37 of the stem 40
than at the top end 36. In connection with sawing the block 31, schaalboards 41 have
also been sawn at both sides, parallel to the grain of the stem 40.
[0041] Figures 12a and 12b show the sawing of a wedge-shaped block 31, outlined by flat
surfaces 32a and 32b, at the resawing stage into timber pieces 38 of uniform thickness.
This results in similar wedge-shaped timber pieces as above, where the sawing was
done so that the block sawing was uniform-thickness and the resawing wedge-like.
[0042] Figures 13a-13c show a glulam beam 31, in which two timber pieces 38, sawn to be
wedge-shaped at the block sawing stage, have been joined one on top of the other.
Figures 14a-15c show glulam beams 31, in which wedge-shaped timber pieces 38 have
been placed both one on top of the other and side by side.
[0043] Figures 16a and 16b show a sawing method in which only side pieces 42 are sawn from
the block 31 parallel to the grain and sides of the stem. After this the block 31
can be utilised as raw material for a glulam beam.
[0044] Figures 17a-17c show vanous glulam beams 31, in which the heart face 39 of the timber
pieces has been placed so as to face towards the inside of the beam 31, unlike in
the previous examples.
[0045] Figure 17d shows glued-laminated timber beam 30 where two layers 51a and 51b have
been joined, in which layers the cores 50 of interconnected timber pieces 38 face
the inside of each layer, mainly equidistant from both outer surfaces 32a and 32b
of the layers. In this sample case, the outermost timber pieces 38 of both layers
51a and 51b in the glued-laminated timber beam 30 have been placed so that the cores
50 of the timber pieces 38 are not visible. Alternatively, the outermost timber pieces
38 in the glued-laminated timber beam 30 can also be placed so that their cores 50
face outwards, as in the single-layer solutions shown in figures 4, 6 and 8. A similar
double-layer solution is also shown in figures 9 and 10.
[0046] Figure 18 shows a timber element 30 relating to the invention, which in this case
is a timber panel. It has been glued together from wedge-shaped timber pieces 38 in
such a way that every two adjacent timber pieces 38 are placed to face in opposite
directions and their heart sides are facing each other. In this way the stems' heart
piths remain concealed inside the glulam panel 30. The panel has a scantling structure,
in which the grain structure is mainly perpendicular to the surface. In this particular
case this means that in the timber piece 38, the annual rings are almost at right
angles to the surface of the glulam panel 30. Figure 18 shows the angle a between
the tangent of the annual rings and the normal of the surface of the glulam panel
30, which angle is most advantageously as small as possible. The angle a should at
least be less than 45°. The wedge-shaped timber pieces 38 have been sawn in the direction
of the grain of the stem, as shown in figure 20. In this way the timber's grain structure
is intact on the surface of the glulam panel 30.
[0047] Figure 19 shows diagrammatically how the knots 43 in the timber pieces 38 of the
glulam panel 30 start from the inside of the panel 30 towards the surface. In this
way the knots 43 cause the least possible harm to the surface of the glulam panel
30. Due to the symmetrical structure of the glulam panel 30 it also follows that the
radial contraction of the panel is equal on both its surfaces. The scantling structure
also makes it possible to achieve reduced lateral warping and contraction of the panel
compared to a structure where the grain of the timber is at some other angle.
[0048] In the timber piece 38 joined to the glulam element 30 according to the invention,
the grain remains as intact as possible and runs mainly parallel to the surfaces of
the piece, as is clearly shown in figure 20.
[0049] The structure of the panel can be changed by gluing timber pieces 38 together with
their heart sides facing each other or the outer sides facing each other. The sides
can also be in a random order depending on the end use, as in the embodiment of the
timber panel 30 shown in figure 21.
[0050] Figure 22 shows the resawing of a block 31 sawn from a conical stem, in which process
the block 31 is sawn in two along the sawing line 33, which is as close as possible
to the heart pith of the tree.
[0051] Figure 23 shows the next stage of the manufacture of the glulam panel relating to
the invention, at which stage one half 34b of the block 31 has been turned around
180° and placed back to face the other half 34a of the block 31. Thus the heartwoods
of both halves 34a and 34b of the block 31 are still facing each other, but the top
end of one block half 34a faces the butt end of the other block half 34a.
[0052] Figure 24 shows a conical tree stem 40 used as starting material for the glulam element.
It is sawn according to prior art, first to form the block 31 shown in figure 25 using
two usually vertical saw blades, which are not shown in the figure. The saw blades
saw the tree stem 40 so that two opposite, parallel flat surfaces 32 are formed on
the block 31. The distance of the saw blades from each other determines the width
b of the block 31. In figure 25 the block 31 has been turned 90° onto its face.
[0053] Figure 26 shows block 31, which has been sawn in two in the centre at right angles
to the surface 32 along the sawing line 33, which most advantageously follows as closely
as possible the heart pith at the centre of the sawn stem.
[0054] In figure 27 one half 34b of the block 31 has been turned around 180° so that its
top end faces the butt end 37a of the opposite half 34a of the block 31. At the same
time, the half 34b of the block 31 has also had to be turned upside down so that in
the half 34b the bottom surface 32b of the block 31 now faces upwards. The opposite
half 34a of the block 31 is still in its original position, with the surface 32a facing
upwards. After this, the edges 42a and 42b of the block 31 are sawn off along the
sawing lines 35a and 35b, after which the shape of the pair of elements, formed by
the main part of the timber element 30, i.e. the two wedge-shaped timber pieces 38a
and 38b, is complete. It is shown in figure 28.
[0055] Figure 29 shows the resawing relating to the invention, in which the block 31 is
sawn in two by a saw 44. Figure 29 shows that the stem from which the block 31 has
been sawn has been crooked. This means that the block 31 is equally crooked. Since
according to the invention the block 31 is sawn as closely as possible following the
core centre line of the stem, the guide rollers 45a and 45b keep the saw blade 44
in the centre of the block 31 throughout the sawing process, in which case the distance
(a) of the saw blade 44 from both guide rollers 45a and 45b is equal. This means that
the crookedness of the block 31 also causes the sawing line 33, following the core
of the stem, to be crooked. The purpose of this arrangement is to utilise the greatest
possible portion of the sawn timber. It is clear that if the resawing line of a crooked
stem were straight, the sawn halves would turn out indefinitely shaped and wood would
be wasted.
[0056] Figure 30 shows the process of joining the halves 34a and 34b of the block 31 in
figure 29, after the first half 34a of the block 31 has been turned around 180° so
that its top end 36a becomes against the butt end 37 of the second half 34b. The figure
shows that the crooked sawing lines 33a and 33b of the two halves 34a and 34b do not
match each other as such. Therefore pressure rollers 46a and 46b have been arranged
in the sawing equipment, which rollers press the halves 34a and 34b of the block 31
against each other with sufficiently strong pressure. In this way a compact, elongated
beam is obtained, from which the edges can be sawn off.
[0057] Figure 31 shows the sawing of the edges of the pair of timber pieces 38a and 38b.
Pressure rollers 46a and 46b press the halves 34a and 34b of the block 31 against
each other, and photocells 47a and 47b or other similar members measure the form of
the outer sides of the pair of timber pieces 38a and 38b. When the narrowest point
48 of the pair of timber pieces 38a and 38b has been found, the edge saw blades 49a
and 49b are placed at the appropriate point and the edge parts 42a and 42b are sawn
off.
[0058] Figure 32 shows a cross section of a timber panel 30a according to the prior art.
The figure illustrates that the timber pieces 38 making up the panel 30a have been
sawn at random and that they have also been placed in the timber panel 30a in no particular
order. Thus the cores 50 of the timber pieces 38 and correspondingly their surface
parts can be located at almost any point in the panel 30a. It follows from this that
the surface of the timber panel 30a may contain harmful elongated knots 43, which
may cause dangerous cracks. Furthermore, since the surface parts of the timber pieces
38 shrink faster than the rest of the timber, splits 52 are caused and these show
on the surface of the timber panel 30a. Uneven shrinkage also exerts torsional forces
in different directions in the timber panel 30a, which forces cause the timber panel
30a to twist and warp.
[0059] Figure 33 shows a cross section, analogous to figure 32, of a timber panel 30, which
however has a structure that is in accordance with the invention. The figure shows
that the cores 50 of all the timber pieces 38 of the timber panel 30 are located symmetrically
near the centre line 53 of the panel 30, mainly equidistant from both surfaces 32a
and 32b of the timber panel 30. No surface parts of the timber pieces 38 show on any
surface of the timber panel 30, so that any splits 52 resulting from shrinkage remain
enclosed within the timber panel 30. As consequence of the mainly symmetrical structure,
at least roughly similar shrinkage forces are present on both surfaces 32a and 32b
of the timber panel 30, which means that the timber panel will not warp or twist.
In the illustrated timber panel 30 relating to the invention, the knots 43 in the
timber pieces 38 can not be harmful elongated knots, as the knots 43 face the surfaces
32a and 32b at right angles and not parallel with the surfaces. The timber panel 30
in the figure 33 can, for instance, be used as a floor panel, in which case its sides
are provided with tongues and grooves.
[0060] Figure 34 shows one preferred embodiment of the timber panel 30 relating to the invention.
Figure 34 shows a massive door panel 30 similar to the one in figure 33, with recesses
54 milled into it. The symmetrical structure of the timber panel 30 and the position
of the cores 50 of the timber pieces 38 near the centre line 53 of the panel 30 have
the effect that any knots 43 occurring will not impede the cutting of the recesses
54. This is because the knots 43 are at right angles to the surfaces of the panel
30 and the parts of knots showing are therefore small and round. Any splits 52 in
the timber pieces 38 also remain enclosed within the door panel 30 despite the milling
of recesses. The outermost timber pieces 38 in the door panel 30 can be positioned
advantageously, with the core 50 facing outward, as they will not show in a disturbing
manner. And even if the pith ray of the core 50 of the timber piece 38 would otherwise
remain visible on the door panel 30, it will be removed when the sides of the door
are milled too their final shape.
[0061] According to the invention the surfaces to be joined can be sawn, honed or planed.
The timber pieces can be wedge-shaped or straight. Most advantageously the element
is made of pairs of timber pieces, in which one piece has been turned around 180°
in respect to the opposite timber piece. In joining the timber pieces together into
an element, it is possible to use, for instance, certain fastening members instead
of gluing. Panels according to the invention can be used in furniture, floorboards,
floor panels, door frames, doors or other timber products. The panels are easy to
work, since they are symmetrical in structure. In the timber element the surface side
of the timber pieces faces outwards and the heart face inwards or vice versa, depending
on the end use of the element.
1. A glued-laminated timber element (30) comprising two or more longitudinal and wedge-shaped
timber pieces (38) glued together, in at least two of which pieces the grain runs
in different directions, so that these timber pieces narrow in the opposite directions,
so that they together form a timber element of uniform width and thickness, characterised in that the glued-laminated timber element (30) consists of one or more such layers
(51) made up of at least two timber pieces (38), in which the cores (50) of the joined
timber pieces face towards the inside of the layer, mainly equidistant from both planar
surfaces (32a, 32b) of the layer.
2. A glued-laminated timber element (30) according to claim 1, characterised in that the timber pieces (38) in the layer (51) of the glued-laminated timber element
(30) have been joined in such a way that the core (50) of every other timber piece
faces one side of the layer and the core of every other timber piece faces the opposite
side of the layer.
3. A glued-laminated timber element (30) according to claim 1 or 2, characterised in that the outermost timber pieces (38) in the layer (51) of the glued-laminated
timber element (30) face outwards.
4. A glued-laminated timber element (30) according to claim 1, 2 or 3, characterised in that he glued-laminated timber element (30) is a glued-laminated timber beam comprising
two or more layers (51), in each of which the cores (50) of the timber pieces (38)
face the inside of the layer mainly equidistant from both planar surfaces (32a, 32b)
of the layer.
5. A glued-laminated timber element (30) according to claim 1, 2 or 3, characterised in that the glued-laminated timber element (30) is a glued-laminated timber panel,
in which one layer comprises several timber pieces (38), the cores (50) of which face
towards the inside of the layer mainly equidistant from both planar surfaces (32a,
32b) of the glued-laminated timber panel.
6. A glued-laminated timber element (30) according to claim 5, characterised in that the glued-laminated timber element (30) is a door panel, on both sides of
which mainly identical recesses (54) or the like have been milled in such a way that
also at the recesses, the cores (50) of the timber pieces (38) are in the centre of
the door panel, mainly equidistant from the bottom of the recess.
7. A glued-laminated timber element (30) according to claim 6, characterised in that the cores (50) of the outermost timber pieces (38) of the door panel (30)
face outwards and that their pith rays have been removed.
8. A method for sawing timber, in which method two wedge-shaped timber pieces (38) are
sawn from a tree stem (40) in such a way
- that first a block (31) is sawn from the stem (40), in which block the opposite
sawn sides (32a, 32b) are parallel,
- two wedge-shaped timber pieces (38) are sawn from the block (31) of uniform thickness,
in such a way that the block is mainly split through the centre, and the timber surfaces
on the sides are removed parallel to the grain,
characterised in that the wedge-shaped timber pieces (38) are in this method sawn in such a way
- that once the opposite sides (32a, 32b) of the block (31) have been sawn parallel
to each other, the block is resawn in two through the centre mainly at the core (50)
of the block at (33),
- that the first sawn half (34a) of the block (31) is turned around so that its narrower
top end (36a) faces the butt end (37b) of the other block half (34b) and that surfaces
(33a, 33b) of the block halves (34a, 34b) sawn at the core part (50) are pressed against
each other,
- and that the outer surfaces of both halves (34a, 34b) of the block (31) pressed
together are sawn or worked off along parallel lines, such as sawing lines (35a, 35b),
preferably simultaneously.
9. A timber sawing method according to claim 8,
characterised in
- that in the timber sawing method, a block (31) sawn from a crooked stem (40) is
resawn in two through the core (50) of the stem at (33) guided by guide rollers (45a,
45b) or similar, supporting the block from the sides, thus making the sawing line
crooked as well,
- that the first half (34a) of the block (31) is turned around so that its narrower
top end (36a) faces the butt end (37b) of the other block half (34b),
- that the sawn surfaces (33a, 33b) of the block halves (34a, 34b) are pressed together
using pressure rollers (46a, 46b) or similar,
- and that the surfaces of the halves (34a, 34b) of the block (31) are sawn or worked
off along parallel sawing lines (35a, 35b).
10. A timber sawing method according to claim 8 or 9,
characterised in
- that while the block halves (34a, 34b) are being pressed together by pressure rollers
(46a, 46b) or similar, the form of their outer surface is measured by photocells (47a,
47b) or similar members in order to detect the narrowest part of the halves (34a,
34b) of the block (31),
- and that on the basis of this measurement, the position of the saw blades (49a,
49b) is adjusted so as to saw or work off the surfaces of the halves (34a, 34b) of
the block (31) along parallel sawing lines (35a, 35b).