Technical Field
[0001] The present invention relates to a reinforcing holder against vibrations mounted
on the joining part of structural members such as foundations, columns, beams and
cross-beams or the like to reinforce them so that a wooden building may not be broken
down even if strong vibrations are loaded by an earthquake, a typhoon or the like.
Background Art
[0002] So far, as methods of reinforcing the joining part of structural members of a wooden
building, there have been various methods employed: providing bracings or horizontal
braces, or mounting clamps or L-shaped metal fittings.
[0003] However, in such conventional methods as described above, no sufficient reinforcing
effect can be obtained in a case where strong vibrations are loaded by an earthquake,
a typhoon or the like, and the structural members tend to be easily disjoined or sustain
damage in the joining parts so that wooden buildings sometime may break in the joining
parts, or in a severe case, the buildings may fall down.
[0004] In view of the foregoing, the reinforcing holder against vibrations 41 shown in the
perspective view of FIG. 5 has been devised and used to sufficiently withstand even
strong vibrations caused by an earthquake, a typhoon or the like.
[0005] The reinforcing holder against vibrations 41 comprises an L-shaped base member 42
formed by bending a plate formed of high tension steel in the form of an L-shape and
formed with bent and swelled parts 43a and 43b bent inward in intermediate parts of
both piece parts 42a and 42b, a reinforcing member 44 formed by bending a plate formed
of high tension steel and fixedly mounted by welding on a bent corner part 42c of
the L-shaped base member 42, and absorbing members 45 formed of shock-absorbing rubber
or the like stopped at several locations of the L-shaped base member 42.
[0006] According to the above-mentioned arrangement, both vertical and horizontal strong
vibrations can be absorbed by the whole L-shaped base member 42 and its bent and swelled
parts 43a and 43b, and deformation of the L-shaped base member 42 can be removed and
the original shape thereof can be restored. Therefore, even if strong vibrations are
loaded, a wooden building may not easily break in the joining parts or may not easily
fall down.
[0007] However, since the above-mentioned reinforcing holder against vibrations 41 is provided
with the L-shaped base member 42, there is a limitation that the reinforcing holder
needs to be mounted, for its structural reasons, with the both piece parts of the
L-shaped base member 42 being attached astride on the same inner surface sides of
the structural members crossed at right angles. Therefore, for instance, in a case
where another structural member exists between the structural members to be joined,
another structural member comes to be an obstacle and there is the inconvenience of
incapacitating the reinforcing holder against vibrations 41 for being mounted.
[0008] Further, since the reinforcing member 44 is fixedly mounted by welding on the L-shaped
base member 42, and the bent corner part 42c of the L-shaped base member 42 and the
bent corner part 44c of the reinforcing member 44 are placed in close contact, the
amount of elastic deformation is small, and the effect of removing the deformation
of the L-shaped base member 42 and restoring the original shape thereof is also insufficient.
Disclosure of Invention
[0009] The present invention is accomplished to solve such problems as noted above with
respect to prior art. It is an object of the present invention to provide a reinforcing
holder against vibrations with enhanced absorption of vertical and horizontal vibrations
and vertical oscillations and enhanced vibration-proof performance so that a wooden
building may not fall down even if strong vibrations caused by an earthquake, a typhoon
or the like are loaded thereupon.
[0010] The present invention is intended to solve the problems and achieve the aforementioned
object by providing the reinforcing holder against vibrations comprising a reinforcing
base member formed by twisting and bending both end parts of a plate in one direction
to form fixing piece parts and absorbing members with rubber elasticity, characterized
in that the reinforcing base member is fixed to structural members via the absorbing
members.
[0011] In the reinforcing holder against vibrations, a bent and swelled part is formed by
bending twice outward the intermediate part of the reinforcing base member or a curved
and swelled part is formed by curving outward the intermediate part and, preferably,
a cushion round is formed in an approximate center part of the bent and swelled part
or the curved and swelled part.
[0012] It is more preferable that the plate is formed of high tension steel, since it is
excellent in tensile strength, weldability, notch toughness, workability and corrosion
resistance.
Brief Description of Drawings
[0013] FIG. 1 is a perspective view of an embodiment of the present invention. FIG. 2 is
a perspective view of an embodiment of the present invention mounted on the structural
members. FIG. 3 is a sectional view of the embodiment cut along arrows X-X shown in
FIG. 2. FIG. 4 is a perspective view of another embodiment of the present invention.
FIG. 5 is a partially perspective view of a twisted and bent corner of a fixing piece
formed in the reinforcing base member of the present invention. FIG. 6 is a perspective
view of a conventional reinforcing holder against vibrations.
Best Mode for Carrying out the Invention
[0014] Preferred embodiments of the reinforcing holder against vibrations according to the
present invention will be described concretely hereinafter based upon the drawings.
[0015] FIG. 1 is a perspective view of an embodiment of the present invention, FIG. 2 is
a perspective view of an embodiment of the present invention mounted on the structural
members, FIG. 3 is a sectional view of the embodiment cut along arrows X-X shown in
FIG. 2, FIG. 4 is a perspective view of another embodiment of the present invention
and FIG. 5 is a partially perspective view of a twisted and bent corner of a fixing
piece formed in the reinforcing base member of the present invention.
[0016] As shown in perspective views of FIGs. 1, 2 and 4, the reinforcing holder against
vibrations according to the present invention comprises a reinforcing base member
1 formed by twisting and bending both end parts of a plate in one direction to form
fixing pieces 11, 11 and absorbing members 2 with rubber elasticity, and is characterized
in that the reinforcing base member 1 is fixed to structural members A via the absorbing
members 2. The reinforcing holder against vibrations is also characterized in that
the reinforcing base member 1 is bent twice outward in the intermediate part 12 to
form a bent and swelled part 13 having a plane face or is curved outward in the intermediate
part 12 to form a curved and swelled part 14. Preferably, a cushion round 15 is formed
in the approximate center part of the intermediate part 12 of the reinforcing base
member 1.
[0017] According to the present invention, the absorbing members 2 are securely fixed on
the reinforcing base member 1, and the bent and swelled part 13 or the curved and
swelled part 14 is formed outside of the intermediate part 13 of the reinforcing base
member 1, wherefore vertical and horizontal vibrations and vertical oscillations can
be absorbed, and the restoring performance can be enhanced so that the resistance
to inclinations and torsions can be enhanced even if strong vibrations caused by an
earthquake, a typhoon or the like are loaded upon the wooden building. Further, if
the cushion round 15 is formed in the approximate center part of the intermediate
part 12 of the bent and swelled part 13 or the curved and swelled part 14, vibration-proof
performance can be much more enhanced owing to the absorbing effect thereof.
[0018] Further, as shown in FIG. 2, even if another structural member B exists between the
structural members A to be jointed, the reinforcing holder against vibrations can
be mounted on the structural members avoiding the said another structural member B,
wherefore the reinforcing holder against vibrations is so convenient as to be mountable
on such parts that a conventional reinforcing holder against vibrations cannot be
mounted on.
[0019] The reinforcing holder against vibrations of the present invention comprises a reinforcing
base member 1 and absorbing members 2. The reinforcing base member 1 is formed preferably
of a plate with a thickness of 5 mm formed of iron and steel material with both flexibility
and strength, and both end parts thereof are twisted and bent in one direction to
form fixing pieces 11 and 11 having edge pieces 17 and 17, as shown in FIGs. 1 and
4.
[0020] Preferably, construction steel is employed for iron and steel material, and particularly
preferably, high tension steel is employed. High tension steel is obtained by adding
to low carbon steel a small quantity of a suitable combination of alloy elements such
as manganese, silicon, nickel, chrome, molybdenum and generally has tensile strength
of not less than 50 kg/mm
2 and yield point of not less than 30 kg/mm
2 and is excellent in tensile strength, weldability, notch toughness, workability and
corrosion resistance.
[0021] With regard to the twisted and bent corners of the fixing pieces 11 and 11 formed
on both end parts of the plate, as shown in the partially perspective view of FIG.
5, since the reinforcing base member 1 needs to be fixed along side surfaces of structural
members A showing the cross-sectional shape of a square column and the angle θ-1 viewed
from the direction of the arrow x should be set at 90°, whereas the angle θ-2 viewed
from the direction of the arrow y in bent corner parts of the fixing pieces 11 and
11 should be set properly according to the angle at which the reinforcing holder against
vibrations is mounted on the structural member A.
[0022] The fixing pieces 11 and 11 are provided with fixing holes 16 through which fixing
members 3 such as screws, nails or the like are fixed to the structural members A
such as foundations, columns, beams and cross-beams via the absorbing members 2.
[0023] In the reinforcing base member 1, the bent and swelled part 13 having plane face
131 is formed by bending twice outward the intermediate part 12 as shown in FIG. 1,
or the curved and swelled part 14 having curved face 141 is formed by curving outward
the intermediate part 12 as shown in FIG. 4.
[0024] Preferably, the approximate center part of the bent and swelled part 13 or the curved
and swelled part 14 can be swelled inward or outward in the shape of an Ω to form
the cushion round 15 to enhance the absorbing effect.
[0025] The absorbing members 2 mounted on the contact parts 11 and 11 of the reinforcing
base member 1 are formed of shock-absorbing rubber having rubber elasticity with excellent
elastic characteristics and durability. As shown in FIG. 3, a contact surface 22 contacting
the structural member A is provided on the back side of the absorbing member, and
holding parts 23 holding the fixing piece 11 of the reinforcing base member 1 are
provided on the front side thereof, and an adjusting hole 21 is bored in the central
part of the absorbing member, enabling fine adjustment of the position of the reinforcing
base member 1 mounted.
[0026] The process of mounting the reinforcing holders against vibrations of the present
invention will be described hereunder.
[0027] As shown in FIG. 2, in the fixing pieces 11 and 11 of the two reinforcing base members
1 and 1, the absorbing members 2 are attached to a part of the fixing piece 11 to
be fixed to the beam member A-1 of the structural member A and to a part of the fixing
piece 11 to be fixed to the column member A-2 of the structural member A in advance.
After the lower fixing piece 11 of one reinforcing base member 1 is fixed to the beam
member A-1 with the use of the fixing member 3 via the absorbing member 2, the upper
fixing piece 11 thereof is touched to a first face a1 and a second face a2 of the
column member A-2 and is fixed thereto with the use of the fixing member 3 via the
absorbing member 2.
[0028] Subsequently, after the lower fixing piece 11 of the other reinforcing base member
1 is fixed to the beam member A-1 with the use of the fixing member 3 via the absorbing
member 2, the upper fixing piece 11 thereof is touched to a third face a3 and a fourth
face a4 of the column member A-2 and is fixed thereto with the use of the fixing member
3 via the absorbing member 2 attached to the edge piece 17 of the fixing piece 11.
In this manner, the beam member A-1 and the column member A-2 of the structural member
A can be firmly jointed.
[0029] Both of the reinforcing base members 1 can join the beam member A-1 and the column
member A-2 firmly avoiding another structural member B.
[0030] In the above-mentioned embodiment, the reinforcing holder against vibrations of the
present invention is described as to the case where the beam member A-1 is joined
with the column member A-2 of the structural members A. However, the usage of the
reinforcing holder against vibrations is not limited to the case and the reinforcing
holder against vibrations can also be used effectively to join a column member with
a cross-beam member and to join a beam member with a cross-beam member or the like.
[0031] So far, for instance, as shown in FIG. 2, in the case where another structural member
B exists between the beam member A-1 and the column member A-2 of the structural members
A, there has been the inconvenience of incapacitating reinforcing holders against
vibrations for being mounted. According to the present invention, the inconvenience
mentioned above can be avoided. Further, by providing the bent and swelled part 13,
the curved and swelled part 14, or the cushion round 15 formed in the reinforcing
base member 1 and the absorbing members 2 with rubber elasticity existing between
the structural members A and the reinforcing base member 1, vertical and horizontal
vibrations and vertical oscillations applied to the structural members A can be absorbed
and the restoring performance can be enhanced. Therefore, resistance to inclinations
and torsions can be enhanced accordingly even if strong vibrations caused by an earthquake,
a typhoon and the like are loaded upon a wooden building, and the action and effect
that the vibration-proof performance can be much more enhanced is obtained.
[0032] The present invention comprising the above-mentioned construction has the following
effects.
[0033] According to the present invention, vertical and horizontal vibrations and vertical
oscillations can be absorbed and restoring performance can be enhanced, wherefore
resistance to inclinations and torsions can be enhanced accordingly even if strong
vibrations caused by an earthquake or the like are loaded upon a wooden building,
and the action and effect that the vibration-proof performance can be much more enhanced
is obtained. Further, even if another structural member is disposed between the structural
members to be jointed, the reinforcing holders against vibrations of the present invention
is so remarkably convenient and useful as to be mounted avoiding another structural
member.
1. A reinforcing holder against vibrations comprising:
a reinforcing base member formed by twisting and bending both end parts of a plate
in one direction to form fixing pieces, and
absorbing members having rubber elasticity,
the said reinforcing base member being fixed to structural members via the said absorbing
members.
2. The reinforcing holder against vibrations according to claim 1, wherein a bent and
swelled part having plane face is formed by bending twice outward the intermediate
part of the reinforcing base member.
3. The reinforcing holder against vibrations according to claim 1, wherein a curved and
swelled parts having curved face is formed by curving outward the intermediate part
of the reinforcing base member.
4. The reinforcing holder against vibrations according to claims 1, 2 or 3, wherein a
cushion round is formed in the approximate center part of the intermediate part of
the reinforcing base member.
5. The reinforcing holder against vibrations according to claims 1, 2, 3 or 4, wherein
the said plate is formed of high tension steel.