Technical Field
[0001] The present invention relates to a rebar coupler, and more particularly, to a rebar
coupler capable of interconnecting rebars during arrangement of rebars for building
construction.
Background Art
[0002] In general, concrete, which is a composite composed of cement, sand, gravel, water,
etc. mixed in suitable ratios, has a relatively high compression strength, but has
very low tensile strength compared to compression strength and easily cracks. In order
to reinforce concrete (to enhance tensile strength), rebars are bound (arranged) inside
forms within which the concrete is poured.
[0003] These conventional rebar-concrete structures are widely used in various construction
and civil engineering works because they have excellent compression and tensile strengths
sufficient for use in building various types of structures and have excellent physical
properties.
[0004] Rebars used in reinforced concrete are reinforcing bars and are divided into round
rebars and deformed rebars. Round rebars have a smooth surface, while deformed rebars
have sections and ribs.
[0005] Deformed rebars are more adhesive to concrete than round rebars and reduce crack
width when concrete cracks. As main rebars, deformed rebars are generally used instead
of round rebars. The modulus of elasticity of deformed rebars is 2,040,000 kg/cm
2 and the coefficient of linear expansion is about 1.2x10-5/°C, which is almost the
same as that of concrete.
[0006] These rebars are arranged in fabricating concrete structures for building construction
and various civil engineering works. Since rebars are manufactured in standardized
lengths, rebars of a predetermined length need to be interconnected in arranging the
rebars.
[0007] Methods for connecting rebars during a typical rebar arrangement operation include
a lap joint method, a welding joint method, a screw joint method, and a joining method
with a joining device. In the lap joint method, wires are wound around ends of mutually
overlapping deformed rebars to interconnect the same. With this method, rebar arrangement
is relatively easily performed. However, this method is inconvenient since wires should
be wound around each rebar. Moreover, the bending strength of the connecting portion
is weak, which poses a safety problem. In the welding joint method, the end portions
of the rebars are welded to each other, and the strength of the connection portion
is good. However, the work is very inconvenient and takes a long time, causing construction
delays. In the screw joint method, the connecting ends of deformed bars are screwed
and interconnected. Thus, this method requires equipment for machining the connecting
ends.
[0008] In view of the above, Korean Patent No.
1030579 (April 21, 2011) discloses a reinforcing bar coupler. In this document, a pair of reinforcing bars
is inserted into a hollow cylindrical tube from the outer ends of both sides of the
hollow cylindrical tube and the reinforcing bars are arranged so as to be symmetrical
about the center in the longitudinal direction, and the coupler includes a coupler
cap provided with threads and a fastening spring coupled to the threads.
[0009] With this rebar coupler, each portion contacting the fastening spring is subjected
to intense stress and the gripping portion is likely to be sheared.
[0010] Korean Patent No.
1003302 (December 22, 2010) discloses a high strength steel reinforcement coupler. The disclosed reinforcement
coupler includes a plurality of coupler housings having tapered portions and coupled
to each other, and a plurality of coupler locks provided inside the coupler housings
and having tapered portions corresponding to the respective tapered portions of the
coupler housings.
[0011] In the conventional couplers configured as described above, the gripping portions
of the rebars are supported by the respective coupler locks, and thus the supporting
force is distributed over the gripping portions and displacement of the rebars is
relatively large while the connected rebars are gripped.
[0012] In addition, manufacturing costs of the conventional couplers are relatively high.
Further, there are many parts to tighten in using the coupler in the field, and thus
it takes a lot of time to assemble the reinforcing bars.
[0013] Korean Patent Registration No.
0977658 (Aug. 17, 2010) discloses a bar connecting apparatus. The bar connecting apparatus includes a pair
of bodies each having a cylindrical shape facing each other and adapted to receive
an object such as a bar, a plurality of stoppers provided in the pair of bodies and
having two or more steps to hold the object such as a bar tightly; a spring provided
on a bottom surface of the plurality of stoppers to elastically support the plurality
of stoppers in a longitudinal direction of the pair of bodies; and an elastic ring
provided on the inner periphery of the plurality of stoppers to elastically support
the plurality of stoppers in a radial direction of the pair of bodies.
[0014] The conventional bar connecting apparatus configured as described above has collet
type stoppers stacked inside the body in the longitudinal direction, and accordingly
tightening force is concentrated on parts corresponding to the respective collets.
Particularly, as described above, since the body has a complex structure in which
a plurality of stoppers is stacked in the longitudinal direction, it is difficult
to manufacture the apparatus and rebars are interfered with by the stoppers in connecting
the rebars to be coupled. In addition, since a plurality of stoppers is stacked in
the longitudinal direction, displacement of the rebars becomes severe when the coupled
rebars are tensioned as described above.
Disclosure
Technical Problem
[0015] Therefore, the present invention has been made in view of the above problems, and
it is an object of the present invention to provide a high-strength one-touch rebar
coupler capable of causing a uniform gripping force to act relatively strongly on
the rebar coupling portions for coupling rebars to prevent shearing of the rebars
at a specific portion of the coupling portions when the connected rebars are tensioned.
[0016] Another object of the present invention is to provide a high-strength one-touch rebar
coupler capable of increasing the gripping force to rebars by using a turning force
in connecting the rebars, minimizing the displacement of the rebars when the connected
rebars are tensioned, and minimizing troubles caused by coupling between the rebars
and tightening members in coupling the rebars.
Technical Solution:
[0017] In accordance with one aspect of the present invention, provided is a high-strength
one-touch rebar coupler including:
a coupler body provided with a hollow portion formed in a longitudinal direction,
the coupler body including a first guide screw coupling portion having a first guide
slope formed in a helical shape on an inner circumferential surface of the hollow
portion to provide tightening force to a rebar in a circumferential direction and
inclined from an inside of the hollow portion to an outside of the hollow portion,
and
a tightening unit screw-coupled with the first guide screw coupling portion of the
coupler body and inserted into the hollow portion, the tightening unit including a
plurality of first tightening members each being provided with a first tightening
screw coupling portion of a helical shape having a first tightening slope formed on
an outer circumferential surface thereof so as to be slidably engaged with the first
guide slope and provide tightening force to a rebar to be connected by moving in a
direction opposite to a radial direction when a tensile force acts on the rebar and
a gripping portion formed on an inner circumferential surface thereof to grip an outer
circumferential surface of the rebar.
[0018] The outer circumferential surfaces of the first tightening members are provided with
at least one elastic support ring for maintaining the first tightening members in
an assembled state when the first tightening members are inserted into the coupler
body.
[0019] In accordance with another aspect of the present invention, provided is a high-strength
one-touch rebar coupler including: a coupler body provided with a hollow portion formed
in a longitudinal direction, the coupler body including a first guide screw coupling
portion having a plurality of first guide slopes formed in a helical shape on an inner
circumferential surface of the hollow portion to provide tightening force to a rebar
in a circumferential direction and outwardly inclined from a central portion of the
hollow portion to one side and a second guide the screw coupling portion having a
plurality of second guide is slopes outwardly inclined from the central portion of
the hollow portion to an opposite side;
a first tightening unit screw-coupled with the first guide screw coupling portion
of the coupler body and inserted into one side of the hollow portion, the first tightening
unit including a plurality of first tightening members each being provided with a
first tightening screw coupling portion having a first tightening slope formed on
an outer circumferential surface thereof so as to be slidably engaged with each of
the first guide slopes and provide tightening force to a rebar to be connected by
moving in a direction opposite to a radial direction when a tensile force acts on
the rebar and a first gripping portion formed on an inner circumferential surface
thereof to grip an outer circumferential surface of the rebar; and
a second tightening unit screw-coupled with the second guide screw coupling portion
of the coupler body and inserted into an opposite side of the hollow portion, the
second tightening unit including a plurality of second tightening members each being
provided with a second tightening screw coupling portion having a second tightening
slope formed on an outer circumferential surface thereof so as to be slidably engaged
with each of the second guide slopes and provide tightening force to a rebar to be
connected by moving in the radial direction when a tensile force acts on the rebar
and a second gripping portion formed on an inner circumferential surface thereof to
grip an outer circumferential surface of the rebar.
[0020] The first tightening unit including the first tightening members and the second tightening
unit including the second tightening members are provided with at least one elastic
support ring for maintaining the first tightening unit and the second tightening unit
in an assembled state when the first tightening unit and the second tightening unit
are inserted into the coupler body. The high-strength one-touch rebar coupler further
includes a stopper plate for defining coupling positions of the rebars provided to
a boundary portion of the coupler body between the first guide screw coupling portion
and the second guide screw coupling portion. The inner circumferential surfaces of
the first tightening members and the second tightening members are provided with a
first coupling groove and a second coupling groove, respectively, to allow the first
tightening members or the second leading members to be coupled with the rebar and
rotated when the rebar rotates. The outer circumferential surfaces of the first tightening
members and the second tightening members are provided with a first elastic deformation
groove and a second elastic deformation groove, respectively, the first elastic deformation
groove and the second elastic deformation groove being elastically or plastically
deformed to allow the first tightening members or the second leading members to closely
contact the outer circumferential surface of the rebar when the first tightening members
or the second tightening members are brought into close contact with the outer circumferential
surface of the rebar.
[0021] The high-strength one-touch rebar coupler further includes an elastic member provided
between the stopper plate and the first tightening unit and between the stopper plate
and the second tightening unit, respectively.
Advantageous Effects:
[0022] As apparent from the foregoing description, a high-strength one-touch coupler according
to embodiments of the present invention may facilitate coupling of rebars to be connected,
minimize displacement of the rebars in the direction in which the rebars are tensioned
when tensile force acts on the rebars, and have a relatively simple structure. Therefore,
productivity may be improved.
Description of Drawings
[0023]
Fig. 1 is an exploded perspective view illustrating a high strength one-touch reinforced
concrete couple according to an embodiment of the present invention.
Fig. 2 is a cross-sectional illustrating the high-strength one-touch rebar coupler
shown in Fig. 1.
Fig. 3 is a cross-sectional view illustrating a high-strength one-touch rebar coupler
according to another embodiment of the present invention.
Fig. 4 is an exploded perspective view illustrating a high-strength one-touch rebar
coupler according to still another embodiment of the present invention.
Fig. 5 is an exploded perspective view illustrating a tightening unit.
Fig. 6 is a cross-sectional view of the tightening unit shown in Fig. 5.
Fig. 7 is an exploded perspective view illustrating a tightening unit according to
another embodiment of the present invention.
Fig. 8 is a cross-sectional view of the tightening unit shown in Fig. 7.
Fig. 9 is an exploded perspective view illustrating a high-strength one-touch rebar
coupler according to other embodiments of the present invention.
Fig. 10 is a cross-sectional view of the high-strength one-touch rebar coupler shown
in Fig. 9.
Figs. 11 and 12 are cross-sectional views illustrating installation of a protective
cap on a high-strength one-touch coupler of the present invention.
Fig. 13 is a cross-sectional view illustrating operation of a high-strength one-touch
rebar coupler according to the present invention.
Best mode
[0024] The high-strength one-touch rebar coupler according to the present invention interconnects
rebars when the rebars are arranged for civil engineering works, construction of buildings
and the like. One embodiment thereof is shown in Figs. 1 to 3.
[0025] Referring to Figs. 1 to 3, a high-strength one-touch rebar coupler 10 according to
the present invention serves to connect rebars or circular rods to each other in the
longitudinal direction and includes a coupler body 20 for connecting rebars 300, and
first and second tightening units 40 and 50 for providing gripping force to coupling
portions of the rebars 300 inserted into and supported by the hollow portion of the
coupler body 20.
[0026] The coupler body 20 has a hollow portion 21 formed in the longitudinal direction
thereof. A first guide screw coupling portion 23 having a first guide slope 22 for
providing gripping force to a rebar and formed in a helical shape is provided on an
inner circumferential surface of the hollow portion 21 at one side of the center portion
of the coupler body 20, and a second guide screw coupling portion 26 having a plurality
of second guide slopes 25 for providing tightening force to a rebar and formed in
a helical shape is formed on an inner circumferential surface of the hollow portion
21 at the opposite side of the coupler body 20 corresponding to the one side.
[0027] The first and second guide slopes 22 and 25 provided to the first and second guide
screw coupling portions 23 and 26 formed on the inner circumferential surface of the
coupler body 20 are formed in opposite directions. The first and second guide slopes
22 and 25 are formed from the inner circumferential surface toward the outer circumferential
surface of the coupler body 20 so as to have a uniform inclination angle. The inclination
angle is preferably set to be in a range between 10° and 45° with respect to the central
axis of the hollow portion of the coupler body 20. The first and second guide slopes
22 and 25 are formed to be inclined from the inside of the coupler body 20 toward
the center of the hollow portion 21 in the outward direction. That is, the slopes
are inclined so as to gradually protrude from the inside to the outside.
[0028] A first support step 22a is formed at boundary portions of the first guide slopes
22 in a normal direction with respect to the center of the hollow portion 21, and
a second support step 25a is formed at boundary portions of the second guide slopes
25 in a normal direction with respect to the center of the hollow portion 21. The
first guide slope 22 and the second guide slope 25 are formed in a helical shape.
The first guide slope 22 and the second guide slope 25 have a continuous spiral structure
in the longitudinal direction.
[0029] When the first guide screw coupling portion 23 and the second guide screw coupling
portion 26 are formed on both sides of the coupler body 20 with respect to the longitudinal
center of the coupler body 20 as described above, a stopper plate 30 integrated with
the coupler body 20 or formed of a separate member is provided therebetween.
[0030] The stopper plate 30 restricts the insertion length of the rebar coupling portions
of rebars to be coupled. That is, the stopper plate 30 installed inside the central
portion of the coupler body 20 may define a length by which the two rebars 300 to
be coupled are inserted through the rebar insertion portions 45 and 55 of the first
and second tightening units 40 and 50, such that the lengths of the coupling portions
of the two rebars are substantially equal to each other.
[0031] As shown in Figs. 1 and 2, the stopper plate 30 may be formed in a disc shape so
as to be screw-coupled to one side of the first or second guide screw coupling portions
23, 26 and positioned at the central portion of the coupler body 20. The edge of the
disc-shaped stopper plate 30 is bent according to the angle of the helix of the first
or second guide screw coupling portion 23, 26, such that the stopper plate 30 can
remain perpendicular to the longitudinal direction of the coupling body 20 when coupled
with the coupling body 20. In this process, a part of the disc-shaped stopper plate
30 is preferably cut away from the edge toward the center, such that bending can be
smoothly maintained.
[0032] The first and second guide screw coupling portions 23 and 26 formed on the inner
circumferential surface of the coupler body 20 may be provided by machining, forging,
or shaping the inner circumferential surface of the coupler body 20. As shown in Fig.
3, the coupler body 20 may include first and second body members 20a and 20b which
are screw-coupled to each other with respect to the central portion thereof. Alternatively,
as shown in Fig. 4, the first and second body members 20a and 20b may be screw-coupled
to a connecting member 20c, respectively.
[0033] The coupler body is not limited to the above-described embodiment, only a first guide
screw coupling portion having a first guide slope may be formed in the hollow portion
of the coupler body, and one first tightening unit may be installed in the coupler
body. In this case, although not shown in the figures, the first guide screw coupling
portion of the coupler body and the first tightening unit have substantially the same
structures as those of the above-described embodiment. A flange for coupling the coupler
body to rebar or a building structure may be formed on one side of the coupler body.
[0034] The first and second tightening units 40 and 50 are screw-coupled to the first and
second guide screw coupling portions 23 and 26 formed on both sides of the central
portion of the coupler body 20 to provide gripping force to the rebars 300. The first
and second tightening units 40 and 50 have substantially the same configuration.
[0035] As shown in Figs. 1 and 2, the first tightening unit 40 is slidably engaged with
the first guide slope 22 of the first guide screw coupling portion 23, and is moved
in a direction opposite to the radial direction to provide tightening force to the
coupled rebars 300 when force is exerted on the rebars. The first tightening unit
40 includes a plurality of first tightening members 43, which are provided with a
plurality of first tightening slopes 41 formed on the outer circumferential surface
thereof so as to form a helix corresponding to the first guide slope 22 of the first
guide screw coupling portion 23 and with a first gripping portion 42 formed on the
inner surface thereof to grip an outer circumferential surface of a rebar to be connected.
The first tightening members 43 are arranged in the circumferential direction such
that the first tightening slopes 41 of the first tightening members 43 form a continuous
helix in contact with the first guide slope 22. That is, as shown in Figs. 1 and 2,
the first tightening members 43 constituting the first tightening unit 40, namely,
two to six (substantially three) tightening members 43, are arranged in the circumferential
direction to form a first tightening screw coupling portion 44 having the first tightening
slopes 41 on the outer circumferential surface thereof. When the rebars are inserted
into the first tightening unit 40, the first tightening members 43 forming the first
tightening screw coupling portion 44 are separated while being moved in the radial
direction. The first tightening slope 41 formed on the outer circumferential surface
of the first tightening member 43 is guided along the first guide slope 22 formed
on the inner circumferential surface of the coupler body 20, thereby maintaining a
circular arrangement.
[0036] As the first tightening members 43 are arranged in a circumferential direction, the
first gripping portions 42 formed on the inner circumferential surface of each first
tightening member 43 form a rebar insertion portion 45 into which the rebars 300 to
be coupled are inserted. The first tightening members 43 are supported by an elastic
support ring 46 so as to maintain the arrangement thereof in the circumferential direction.
The outer circumferential surfaces of the first tightening members 43 constituting
the first tightening unit 40 are provided with support grooves 46a for preventing
the elastic support rings 46 from being supported when the first tightening members
43 are displaced. The support groove 46a may be formed in an extended portion 43a
extending from both ends of the first tightening member 43 by a predetermined length.
However, the present invention is not limited thereto, and a support groove 46a may
be formed between the first tightening slopes 41 in the circumferential direction.
[0037] As shown in Figs. 1 and 2, the first tightening slopes 41 formed on the first tightening
members 43 have a structure gradually drawn in from the inside to the outside such
that the first tightening member 43 can be moved to the outer circumferential surface
of the connected rebar 300 when the first tightening slopes 41 slide in contact with
the first guide slope 22. The height H1 of the first tightening slopes 41 is set to
be substantially equal to the height H2 of the first guide slope 22. The width W1
of each of the first tightening slopes 41 is set to be substantially equal to the
width W2 of the first guide slope 22.
[0038] The first tightening slopes 41 formed on the first tightening members 43 are formed
in the circumferential direction or in an oblique direction with respect to the central
axis of the coupler body.
[0039] A third support step 41a is formed at a boundary portion between the first tightening
slopes 41 in a direction normal to the center of the hollow portion 21 by being inclined
with respect to the first tightening slopes 41. The first gripping portion 42 of the
first tightening member 41 may be formed with bumps or helical protrusions to increase
frictional interaction with the rebar 300 coupled to the first gripping portion 42.
The helical protrusions may be formed of a double helix or multiple helixes. However,
the present invention is not limited thereto.
[0040] The second tightening unit 50 is slidably engaged with the second guide slope 25
of the second guide screw coupling portion 26, and is moved in the opposite direction
to the radial direction to provide tightening force to the coupled rebars 300 when
force is exerted on the rebars. The second tightening unit 50 includes a plurality
of second tightening members 53, which are provided with a plurality of second tightening
slopes 51 formed on the outer circumferential surface thereof so as to form a helix
corresponding to the second guide slope 25 of the second guide screw coupling portion
26 and with a second gripping portion 52 formed on the inner surface thereof to grip
an outer circumferential surface of a rebar to be connected. The second tightening
members 53 are arranged in the circumferential direction such that the second tightening
slopes 51 of the second tightening members 53 form a continuous helix in contact with
the second guide slope 25. That is, as shown in Figs. 1 and 2, the second tightening
members 53 constituting the second tightening unit 50, namely, two to six (substantially
three) tightening members 53 are arranged in the circumferential direction to form
a second tightening screw coupling portion 54 having the second tightening slopes
51 on the outer circumferential surface thereof. When rebars are inserted into the
second tightening unit 50, the second tightening members 53 forming the second tightening
screw coupling portion 54 are separated while being moved in the radial direction.
The second tightening slope 51 formed on the outer circumferential surface of the
second tightening member 53 is guided along the second guide slope 25 formed on the
inner circumferential surface of the coupler body 20, thereby maintaining a circular
arrangement.
[0041] As the second tightening members 53 are arranged in a circumferential direction,
the second gripping portions 52 formed on the inner circumferential surface of each
second tightening member 53 form a rebar insertion portion 55 into which the rebars
300 to be coupled are inserted. The second tightening members 53 are supported by
an elastic support ring 56 so as to maintain the arrangement thereof in the circumferential
direction.
[0042] The second tightening slopes 51 formed on the second tightening members 53 have a
structure gradually drawn in from the inside to the outside such that the second tightening
member 53 can be moved to the outer circumferential surface of the connected rebar
300 when the second tightening slopes 51 slide in contact with the second guide slope
22. The second tightening slopes 51 formed on the second tightening members 53 are
formed in the circumferential direction or in an oblique direction with respect to
the central axis of the coupler body.
[0043] A fourth support step 51a is formed at a boundary portion between the second tightening
slopes 51 in a direction normal to the center of the hollow portion 21 by being inclined
with respect to the second tightening slopes 51. The second gripping portion 52 of
the second tightening member 51 may be formed with bumps or helical protrusions to
increase frictional interaction with the rebar 300 coupled to the second gripping
portion 52. The helical protrusions may be formed in a double helix or multiple helixes.
However, the present invention is not limited thereto.
[0044] As shown in Figs. 5, 6 and 7, in order to prevent the rebar insertion portion 45,
55 formed by the first tightening member 43 or the second tightening members 53 from
being maintained in a non-circular shape, the first tightening member 43 and the second
tightening member 53 may be provided with elastic deformation grooves 47 and 57 for
deformation in the longitudinal direction on the outer circumferential surfaces thereof,
such that, when the gripping force is applied to the rebars, the first tightening
member 43 and the second tightening member 53 can be elastically deformed or plastically
deformed to closely contact the outer circumferential surfaces of the rebars according
to the curvature of the outer circumferential surfaces of the rebars. When rebars
having a diameter larger or smaller than the diameters of the rebar insertion portion
45 formed by the first tightening members 43 and the rebar insertion portion 55 formed
by the second tightening members 53 are connected, the first and second elastic deformation
grooves 47 and 57 formed on the outer side of the first and second tightening members
43 and 53 in the longitudinal direction ensure smooth deformation such that the first
tightening member 43 or the second tightening members 53 can closely contact the outer
circumferential surfaces of the reinforcing bars 300.
[0045] As shown in Figs. 7 and 8, at least one of the first tightening members 43 and the
second tightening members 53 constituting the first tightening unit 40 and the second
tightening unit 50 is provided at the inner side thereof with first or second coupling
grooves 48, 58 coupled to the bead or the lead of the rebar 300 to allow the first
tightening members 43 or the second tightening members 53 to rotate when the rebar
300 rotates. The first and second coupling grooves 48 and 58 are formed on the inner
circumferential surfaces of the first and second tightening members 43 and 54 in the
longitudinal direction, and are preferably formed to be wider than the width of the
bead formed in the longitudinal direction of the rebar 100.
[0046] The inner circumferential surfaces of the first tightening member 43 and the second
tightening member 53 are not limited to the circular shape, but may be formed in a
polygonal shape. That is, they may vary depending on the cross-sectional shape of
the rebars or connecting members to be connected (round bar, square bar, octagonal
bar, hexagonal bar, etc.).
[0047] In the high-strength one-touch rebar coupler as described above, the number of threads
of the first guide screw coupling portion 23 formed on the inner circumferential surface
of the hollow portion of the coupler body 20 is substantially equal to or larger than
the number of threads of the first tightening screw coupling portion 44 formed on
the first tightening member 43 of the first tightening unit 40, and the number of
threads of the second guide screw coupling portion 25 formed on the inner circumferential
surface of the hollow portion of the coupler body 20 is substantially equal to or
larger than the number of threads of the second tightening screw coupling portion
55 formed on the second tightening member 53 of the second tightening unit 50. However,
the present invention is not limited thereto.
[0048] The number of the first guide slopes 22, the number of the first tightening slopes
51, the number of the second guide slopes 25 and the number of the second tightening
slopes 51 are set to be equal to each other, gripping force may uniformly act on each
part of the coupling portions of the rebars to be interconnected.
[0049] In the above embodiment, the first and second guide screw coupling portions 23 and
26 formed on the coupler body and the spiral threads of the first and second fastening
screw coupling portions 44 and 54 may be formed as a double helix or multiple helixes.
[0050] Although not shown in the figures, an elastic member for elastically biasing the
first tightening unit 40 and the second tightening unit 50 in the outward direction
is preferably interposed between the stopper plate 30 and the first tightening unit
40 and between the stopper plate 30 and the second tightening unit 50 to allow rebars
to be smoothly inserted into the rebar insertion portions 45 and 55 to be coupled
with the first tightening members 43 of the first tightening unit 40 and the second
tightening members 53 of the second tightening unit 50. The elastic member may be
formed of an elastic spring, elastic rubber, or a resin having elasticity.
[0051] In addition, cushioning members 70 for supporting the rebars may be installed between
the stopper plate 30 and the connected rebars 300, as shown in Figs. 1 and 2.
[0052] The cushioning members 70 may be fixed to the stopper plate. In this case, the elastic
member preferably protrudes from both surfaces of the stopper plate 30 through the
stopper plate.
[0053] As shown in Figs. 9 and 10, the elastic pieces 75 may be provided between the stopper
plate and the ends of the rebar.
[0054] Referring to the figures, each of the elastic pieces 75 is formed of a plate-shaped
member and includes an elastic body portion 75a supported by the stopper plate 50
and an elastic support 75b that protrudes upward from the elastic body portion 75a
to support the lower surface of the rebars 300 such that the rebars can rotate smoothly.
The elastic support 75b is preferably provided with a conical deforming projection
which is deformable so as to allow the ends of the rebars 300 to closely contact the
upper surface of the stopper place 30 as the first tightening unit 40 or the second
tightening unit 50 moves according to rotation of the rebars and the rebars 300 are
lowered.
[0055] Although not shown in the figures, the elastic supports may be formed by beading
the elastic body portions or formed of elastic pieces bent upward by providing a plurality
of cut portions extending from the central portion in the radial direction. Further,
the elastic supports may be formed by causing the plate-shaped elastic body portions
to protrude to an upper portion through lancing. In addition, the elastic body portion
is preferably provided with coupling pieces (not shown) coupled to the first tightening
member 43 or the second tightening member 53 at the edge thereof such that the elastic
body portion can be inserted into the coupler body 20 while being coupled to the first
tightening unit 40 or the second tightening unit 50.
[0056] Meanwhile, the coupler body may be formed in a cross shape according to the connection
purpose as shown in the figure, but the present invention is not limited thereto.
The coupler body may have a T-shape, multiple outlets having branch portions branched
from the main body, or an elbow shape.
[0057] As shown in Figs. 10 and 11, when it is necessary to connect the rebars after concrete
mortar is laid, the end of the coupling body exposed from the concrete mortar may
be provided with a protective cap 100 for preventing introduction of the concrete
mortar into the coupling body. The outer circumferential surface of the protective
cap 100 may be inclined inward toward the end side, thereby facilitating detachment
of the concrete mortar when the concrete mortar is cured. A handle (not shown) for
separating the cap may be formed on the upper surface of the protective cap 100.
[0058] The shape of the protective cap is not limited to the above-described embodiment,
but the protective cap may have any shape as long as it can prevent the concrete mortar
from being introduced into the exposed coupling body.
[0059] Hereinafter, operation of the high-strength one-touch coupler of the present invention
configured as described above will be described.
[0060] First, in order to interconnect rebars using the one-touch coupler 10 according to
the present invention, rebar to be coupled is inserted into the hollow portion 21
at one side of the coupler body 20. During insertion operation through the hollow
portion 21, the rebar 300 is inserted into the rebar insertion portion 45 of the first
tightening unit 40. At this time, the first tightening slopes 42 of the first tightening
members 43 slide along the first guide slope 22 formed on the inner circumferential
surface of the coupler body 20 as the first tightening members 43 are spread outward.
In the process of inserting the rebar 300 for coupling as described above, insertion
of the rebar 300 is restricted as an end of the rebar contacts the stopper plate 30
located at the center of the coupler body 20.
[0061] As shown in Fig. 10, with the rebars 300 to be connected inserted into the first
and second tightening units 40 and 50, the ends of the rebars 300 are supported by
the elastic supports 75b of the elastic pieces 75 supported by the stopper plate 50.
[0062] In this state, the first tightening member 30 and the second tightening member 40
rotate the coupled rebars 300 to tighten the coupled rebars 300. That is, since helical
protrusions are formed on the inner circumferential surfaces of the first and second
gripping portions 42 and 52, the elastic supports 75b of the elastic pieces 75 are
collapsed as the first and second tightening units 40 and 50 move toward the stopper
plate 30. In this process, the elastic supports 75b support the rebars 300 such that
the rebars 300 can be smoothly rotated.
[0063] In this process, the ribs formed on the outer circumferential surfaces of the rebars
300 are inserted into the first coupling grooves 48 or the second engaging grooves
58 and the protrusions formed on the first and second gripping portions 42 and 52
will pierce the rebars since the first coupling grooves 48 are formed in the longitudinal
direction on the inner surface of each first tightening member 43 constituting the
first tightening unit 40, and the second coupling grooves 58 are formed in the longitudinal
direction on the inner surface of each first tightening member 43 constituting the
second tightening unit 50. In particular, as the rebars 300 coupled with the first
coupling grooves 48 or the second coupling grooves 58 rotate the first tightening
unit 40 and the second tightening unit 50, the first and second tightening units 40
and 50 may be raised with respect to the coupler body 20 and the coupling force to
the rebars may be increased.
[0064] As described above, the first tightening members 43 or the second tightening members
53 closely contact the outer circumferential surface of the rebar 300 during the movement
of the first and second tightening units 40 and 50. Since the elastic deformation
grooves 47 and 57 are formed on the outer circumferential surfaces of the first tightening
members 43 and the second tightening members 53 in the longitudinal direction, the
first tightening members 43 or the second tightening members 53 may be elastically
or plastically deformed so as to be brought into close contact with the gripping portion
of the rebar 300, thereby increasing the gripping force to the rebar.
[0065] By coupling rebar to be connected to the second tightening unit 50 through the hollow
portion at the other side of the coupler body 20 using the method described above,
connection of the rebars 300 is completed.
[0066] When tensile force is applied to the rebars 300 with connection of the rebars 300
completed as described above, the first and second tightening slopes 41 and 51 are
supported along the first and second guide slopes 22 and 25, and the force causing
sliding movement serves to cause the first and second tightening members 43 and 53
to closely contact the outer circumferential surfaces of the rebars, as shown in Fig.
13. Therefore, the gripping force applied to the rebars by the first and second tightening
members 43 and 53 increases according to the tensile force applied to the rebars.
[0067] Thereby, the gripping force acting on the coupling portions of the rebars 300 acts
uniformly on the respective portions of the first and second tightening members 43
and 53 and the coupler body 20 since a plurality of first and second guide slopes
22 and 25 is formed on the inner circumferential surfaces of the hollow portions of
the coupler body 20 in the longitudinal direction, and the first and second tightening
slopes 41 and 51 engaged with the first and second guide slopes 22 and 25 are formed
on the outer circumferential surfaces of the first and second tightening members 43
and 53 of the first and second tightening units 40 and 50.
[0068] In particular, when the coupled rebars are rotated in the tightening direction, the
first and second tightening members 43 and 53 are moved outward in the process of
assembling the rebars to complete the coupling operation since the first and second
guide slopes 22 and 25 formed on the inner circumferential surface of the coupler
body 20 and the first and second tightening slopes 41 and 51 formed on the first and
second tightening members 43 and 53 are formed in a helical shape. Accordingly, even
if a tensile force is applied to the coupled rebars 300, no displacement of the rebars
occurs.
[0069] As described above, the high-strength one-touch rebar coupler according to the present
invention causes the gripping force to the rebar to uniformly act on the respective
parts of the coupled portion of the rebars and the reaction force thereof to uniformly
act on the coupler body in the longitudinal direction. Accordingly, the coupling portions
of the rebars may be prevented from being abnormally deformed or sheared due to the
gripping force acting on a specific portion, in contrast with the conventional cases.
[0070] While this invention has been described in conjunction with the various exemplary
embodiments outlined above, it is evident that many alternatives, modifications and
variations will be apparent to those skilled in the art. Accordingly, the exemplary
embodiments of the invention, as set forth above, are intended to be illustrative,
not limiting.
[0071] Accordingly, the true scope of the present invention should be determined by the
technical spirit of the appended claims.
Industrial Applicability
[0072] The high-strength one-touch rebar coupler apparatus of the present invention is widely
applicable not only to connection of rebars at the time of installation of rebars
but also to connection of pipes, bolts, sections, rods, etc. used in various industrial
facilities.
1. A high-strength one-touch rebar coupler comprising:
a coupler body provided with a hollow portion formed in a longitudinal direction,
the coupler body comprising a first guide screw coupling portion having a first guide
slope formed in a helical shape on an inner circumferential surface of the hollow
portion to provide tightening force to a rebar in a circumferential direction and
inclined from an inside of the hollow portion to an outside of the hollow portion;
a tightening unit screw-coupled with the first guide screw coupling portion of the
coupler body and inserted into the hollow portion, the tightening unit comprising
a plurality of first tightening members each being provided with a first tightening
screw coupling portion of a helical shape having a first tightening slope formed on
an outer circumferential surface thereof so as to be slidably engaged with the first
guide slope and provide tightening force to a rebar to be connected by moving in a
direction opposite to a radial direction when a tensile force acts on the rebar and
a gripping portion formed on an inner circumferential surface thereof to grip an outer
circumferential surface of the rebar.
2. The high-strength one-touch rebar coupler according to claim 1, wherein the inner
circumferential surfaces of the first tightening members are provided with a first
coupling groove to allow the first tightening members to be coupled with the rebar
and rotated when the rebar rotates.
3. The high-strength one-touch rebar coupler according to claim 1, wherein the outer
circumferential surfaces of the first tightening members are provided with a first
elastic deformation groove elastically or plastically deformed to allow the first
tightening members to closely contact the outer circumferential surface of the rebar
when the first tightening members are brought into close contact with the outer circumferential
surface of the rebar.
4. A high-strength one-touch rebar coupler comprising:
a coupler body provided with a hollow portion formed in a longitudinal direction,
the coupler body comprising a first guide screw coupling portion having a plurality
of first guide slopes formed in a helical shape on an inner circumferential surface
of the hollow portion to provide tightening force to a rebar in a circumferential
direction and outwardly inclined from a central portion of the hollow portion to one
side and a second guide the screw coupling portion having a plurality of second guide
is slopes outwardly inclined from the central portion of the hollow portion to an
opposite side;
a first tightening unit screw-coupled with the first guide screw coupling portion
of the coupler body and inserted into one side of the hollow portion, the first tightening
unit comprising a plurality of first tightening members each being provided with a
first tightening screw coupling portion having a first tightening slope formed on
an outer circumferential surface thereof so as to be slidably engaged with each of
the first guide slopes and provide tightening force to a rebar to be connected by
moving in a direction opposite to a radial direction when a tensile force acts on
the rebar and a first gripping portion formed on an inner circumferential surface
thereof to grip an outer circumferential surface of the rebar; and
a second tightening unit screw-coupled with the second guide screw coupling portion
of the coupler body and inserted into an opposite side of the hollow portion, the
second tightening unit comprising a plurality of second tightening members each being
provided with a second tightening screw coupling portion having a second tightening
slope formed on an outer circumferential surface thereof so as to be slidably engaged
with each of the second guide slopes and provide tightening force to a rebar to be
connected by moving in the radial direction when a tensile force acts on the rebar
and a second gripping portion formed on an inner circumferential surface thereof to
grip an outer circumferential surface of the rebar.
5. The high-strength one-touch rebar coupler according to claim 4, wherein the first
tightening unit comprising the first tightening members and the second tightening
unit comprising the second tightening members are provided with at least one elastic
support ring for maintaining the first tightening unit and the second tightening unit
in an assembled state when the first tightening unit and the second tightening unit
are inserted into the coupler body.
6. The high-strength one-touch rebar coupler according to claim 4, further comprising:
a stopper plate for defining coupling positions of the rebars provided to a boundary
portion of the coupler body between the first guide screw coupling portion and the
second guide screw coupling portion.
7. The high-strength one-touch rebar coupler according to claim 4, wherein the inner
circumferential surfaces of the first tightening members and the second tightening
members are provided with a first coupling groove and a second coupling groove, respectively,
to allow the first tightening members or the second leading members to be coupled
with the rebar and rotated when the rebar rotates.
8. The high-strength one-touch rebar coupler according to claim 4, wherein the outer
circumferential surfaces of the first tightening members and the second tightening
members are provided with a first elastic deformation groove and a second elastic
deformation groove, respectively, the first elastic deformation groove and the second
elastic deformation groove being elastically or plastically deformed to allow the
first tightening members or the second leading members to closely contact the outer
circumferential surface of the rebar when the first tightening members or the second
tightening members are brought into close contact with the outer circumferential surface
of the rebar.
9. The high-strength one-touch rebar coupler according to claim 4 or 5, wherein the coupler
body is divided into a first body member having the first guide screw coupling portion
and a second body member having the second guide screw coupling portion, and is formed
by screw coupling between the first body member and the second body member.
10. The high-strength one-touch rebar coupler according to claim 6, further comprising:
an elastic member provided between the stopper plate and the first tightening unit
and between the stopper plate and the second tightening unit, respectively.
11. The high-strength one-touch rebar coupler according to claim 4, wherein the inner
circumferential surfaces of the first tightening members having the first gripping
portion of the first tightening unit and the inner circumferential surfaces of the
second tightening members having the second gripping portion of the second tightening
unit are provided with protrusions.
12. The high-strength one-touch rebar coupler according to claim 4, further comprising:
a protective cap coupled to both ends of the coupler body to prevent foreign substances
from being introduced into the coupler body when concrete is laid.