WO2018230810A1 - 철근연결구 - Google Patents
철근연결구 Download PDFInfo
- Publication number
- WO2018230810A1 WO2018230810A1 PCT/KR2018/002099 KR2018002099W WO2018230810A1 WO 2018230810 A1 WO2018230810 A1 WO 2018230810A1 KR 2018002099 W KR2018002099 W KR 2018002099W WO 2018230810 A1 WO2018230810 A1 WO 2018230810A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcing bar
- pair
- connector
- spacer
- reinforcing
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 137
- 125000006850 spacer group Chemical group 0.000 claims abstract description 32
- 238000009940 knitting Methods 0.000 claims description 39
- 238000000034 method Methods 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 7
- 230000007423 decrease Effects 0.000 claims description 6
- 230000006835 compression Effects 0.000 claims description 5
- 238000007906 compression Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 229920003002 synthetic resin Polymers 0.000 claims description 3
- 239000000057 synthetic resin Substances 0.000 claims description 3
- 238000003825 pressing Methods 0.000 description 14
- 230000002093 peripheral effect Effects 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000452 restraining effect Effects 0.000 description 4
- 238000002788 crimping Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000007726 management method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 210000002784 stomach Anatomy 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
- F16B7/0406—Clamping or clipping connections for rods or tubes being coaxial
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5887—Connections for building structures in general of bar-shaped building elements using connectors with sockets
Definitions
- the present invention relates to a reinforcing bar connector which can be prevented from loosening against tensile stress and compressive stress as well as shock and vibration.
- the present invention relates to a reinforcing bar connector that is configured to press the outer surface of the reinforcing bar to generate a plurality of binding bodies having the same shape and size to reduce the manufacturing cost and easy maintenance and management.
- the present invention relates to a reinforcing bar connector provided with a spacer to allow a plurality of knitting bodies to be radially spaced apart, thereby making reinforcing bar work easier and significantly reducing work time.
- the present invention relates to a reinforcing bar connector that can be arranged in a spiral form to minimize the deformation (poor load) when pressing the sleeve to prevent the fastening failure in advance.
- the general reinforced concrete structure is constructed to integrate each of the advantages and disadvantages of the reinforcement and concrete to complement each other, it is a structure to be able to resist the external force by placing the reinforcement in the portion where the tensile stress acts.
- concrete has a weak resistance to tensile stress, that is, tensile strength, compared to the resistance to pressure and strength, so that even a slight tensile stress causes cracking and destruction. Therefore, when an external force acts on the reinforced concrete structure, the pressure stress acts on the concrete and the tensile stress acts on the reinforcement, thereby improving durability.
- connection operation is carried out in a number of ways, such as overlapping the two reinforcing bars and then tied to connect the joints, gas pressure welding, and mechanical joints.
- lap joints are inferior in durability when applied to high-rise structures, and gas pressure joints are not safe due to cracking due to thermal deformation of the heated part.
- Figure 1 is a schematic diagram showing the configuration of the reinforcing bar connector according to the prior art.
- the conventional reinforcing bar connector 1 has a substantially cylindrical shape, and the end of the reinforcing bar 5 is inserted and screwed into the inside through the left and right sides.
- a conical fastening portion 4 is formed in which the inner diameter gradually decreases from the outside to the center portion.
- the fastening portion 4 has a shape in which a screw thread is wound, and an external thread 6 having a shape corresponding to the fastening portion 4 is processed at an end of the reinforcing bar 5.
- the rebar connector 1 having the configuration as described above has the following problems.
- the thread 6 in order to connect the reinforcing bar 5 using the reinforcing bar connector 1, the thread 6 must be processed at the end of the reinforcing bar 5, and the machining of the thread 6 causes damage to the reinforcing bar 5. This reduces the durability of the rebar.
- the conventional reinforcing bar joint disclosed in Korean Patent Registration No. 1036594 and Korean Patent Registration No. 0650376 also includes a large number of parts, thereby increasing the price of the rebar connector, which takes a lot of time when connecting, Difficulty in managing materials such as loss and damage.
- Korean Patent Laid-Open Publication No. 10-2010-0009774 discloses a reinforcing bar connector 7 for inserting a pair of reinforcing bars F from both sides as shown in FIG. have.
- the pair of reinforcing bars (F) coupled as described above has a problem that the torsion occurs when the external force (tensile or compressive force) is received because the center is connected to each other.
- Korean Patent Laid-Open Publication No. 10-2004-0024686 discloses a reinforcing bar connector capable of assembling a screw regardless of the shape of various bars as shown in FIG. 3.
- the prior art is configured to fasten with the fastening nut 120 by forming the thread 111 only at any one of both ends with respect to the pair of couplers 110.
- the coupler 110 is not screwed with the entire inner circumferential surface of the thread 122 of the fastening nut 120, but is screwed only by a semicircle, so that the coupling force is lowered so that the fastening nut 120 when external shock or vibration occurs. There is a problem that the deviation can occur.
- the reason why the threads 111 are not all formed as described above is that the pitch of the threads 111 is not matched when the pair of couplers 110 is placed so as to surround the coupler 110 due to various spacing between the bars of the reinforcing bars. It is a way to do it.
- the threaded portion (20a) (21a) is formed on the inner peripheral surface, respectively, tapered surface 22 inclined in both directions are formed on the outer peripheral surface and the reinforcement (10)
- a pair of fastening tubs 20 and 21 pressed against the outer circumferential surface of 11 and tapered surfaces 32 are formed on the inner circumferential surfaces so as to correspond to the tapered surfaces 22, respectively.
- a crimped coupler for connecting reinforcing bars comprising a pair of fastening caps 30 and 31 fitted to face each other on both sides.
- An object of the present invention is to provide a reinforcing bar connector which can be prevented from loosening against tensile stress and compression stress as well as impact or vibration.
- Another object of the present invention is to provide a reinforcing bar connector that is configured to press the outer surface of the reinforcing bar to generate a restraining force having the same shape and size to reduce the manufacturing cost and easy maintenance and management.
- the rebar connector according to the present invention has the same shape and is disposed radially, and supports a plurality of bodies seated on the outer surface of the reinforcing bar in a state in which a pair of reinforcing bar ends are accommodated at the same time, and the plurality of pieces are accommodated therein to be spaced at a predetermined interval. It is characterized in that it comprises a spacer and a pair of sleeves to close the plurality of knitted bodies in close proximity to each other so that the inner circumferential surface and a pair of reinforcing bar outer surface of the knitted body.
- the knit body has a spiral shape and is characterized by a decrease in cross-sectional area from the center to the edges.
- the knitted fabric has a hardness higher than that of the reinforcing bars, and a plurality of crimping protrusions are integrally formed on the inner circumferential surface, and the crimping protrusions generate a restraining force by digging into the outer surface of the reinforcing bar.
- the spacer is characterized in that it is made of synthetic resin.
- the spacer is a knitted receptacle perforated in a shape corresponding to the cross section of the central portion of the knitting body, a depth limiting portion for contacting the pair of reinforcing bar ends to limit the insertion depth of the reinforcing bar, and in contact with the pair of sleeves Characterized in that it comprises a complete display to inform the completion of the reinforcing bar connection.
- the sleeve is characterized in that the outer diameter is constant and the cross-sectional area decreases in one direction.
- An inclined surface is formed inside the sleeve, and the inclined surface has a slope and a curvature corresponding to the outer surface of the knitted body.
- the knitting body is composed of three, characterized in that it has a spindle-shaped appearance at the time of spaced apart arrangement by the spacer.
- the sleeve is characterized in that it has a higher strength than the knitting.
- the spacer has an elastic restoring force and generates a repulsive force when pressed by the pair of sleeves.
- the reinforcing bar connector according to the present invention as described above was configured such that a large number of pieces having a constraint force by pressing the outer surface of the reinforcing bar had the same shape and size.
- the present invention is to provide a reinforcing bar connector that can be arranged in a spiral form to minimize the deformation (bad delivery) when pressing the sleeve to prevent the fastening failure in advance.
- FIG. 1 is a schematic view showing a coupling configuration of a reinforcing bar connector according to the prior art.
- Figure 2 is a longitudinal cross-sectional view showing the configuration of the reinforcing bar connector disclosed in Republic of Korea Patent Publication No. 10-2010-0009774.
- Figure 3 is an exploded perspective view showing the configuration of the reinforcing bar connector disclosed in Republic of Korea Patent Publication No. 10-2004-0024686.
- Figure 4 is an exploded perspective view showing the configuration of the crimping coupler for connecting reinforcing bar disclosed in Republic of Korea Patent Publication No. 10-2011-0017551.
- FIG. 5 is a perspective view showing an example of the use of the reinforcing bar connector according to the present invention.
- Figure 6 is an exploded perspective view showing a detailed configuration of the rebar connector according to the present invention.
- Figure 7 is a plan view showing the appearance of the spacer as one configuration in the reinforcing connector according to the present invention.
- Figure 8 is a perspective view showing a state in which the main body configuration in the reinforcing connector connector spaced apart by the spacer.
- Figure 9 is a perspective view showing a state in which the knitted body is seated on the outer surface of the reinforcing connector in accordance with the present invention.
- Figure 10 is a longitudinal cross-sectional view showing a state in which the knitting body is placed on the outer surface of the reinforcing bar connector according to the present invention.
- Figure 11 is a schematic view showing the action of the body when the sleeve is close in the reinforcing connector according to the present invention.
- FIG. 12 is a longitudinal sectional view showing a state in which a pair of reinforcing bars are connected using a reinforcing bar connector according to the present invention.
- FIG. 5 is a perspective view showing an example of the use of the reinforcing bar connector 100 according to the present invention.
- the rebar connector 100 is a mechanism for connecting a pair of reinforcing bars F in a straight line, having a cylindrical shape, and having a pair of reinforcing bars F adjacent to each other. By pressing the outer surface of the reinforcing bars (F) in a state to generate a restraining force.
- the reinforcing bar connector 100 can be connected to all types of reinforcing bars (F), for example, deformed reinforcing bars or spiral reinforcing bars, and various types of reinforcing bars (F). Do.
- the reinforcing connector 100 is a plurality of pieces 120 to be seated on the outer surface of the pair of reinforcing bars (F), and a plurality of spacers 120 to accommodate the plurality of pieces 120 in the interior spaced apart at a predetermined interval, and It includes a pair of sleeves 160 to close the plurality of knitted body 120 in close proximity to each other so that the inner peripheral surface and a pair of reinforcing bars (F) outer surface of the knitted body 120 is compressed.
- FIG. 6 is an exploded perspective view showing a detailed configuration of the reinforcing bar connector 100 according to the present invention.
- the reinforcing connector 100 may connect a pair of reinforcing bars F in a straight line using three knitted bodies 120, one spacer 140, and a pair of sleeves 160. have.
- the knitting body 120 is composed of a plurality of having the same size and shape, when the plurality of knitting body 120 is placed radially on the outer peripheral surface of the reinforcing bars (F), the outer surface of the reinforcing bars (F) is spaced apart from the body 120 It is covered by the knitted body 120 except for the gap.
- the knitted body 120 was composed of three having the same shape and size, and the three knitted fabrics 120 were disposed radially by 120 ° so as to be seated on the reinforcing bar (F) outer surface.
- the knitted body 120 has the same shape as the main configuration of the present invention, but configured to have a spiral shape.
- the knitting body 120 is configured to have a spindle shape when three are arranged radially, and more specifically, after drilling in the longitudinal direction of the column of the spindle shape in the circumferential direction at 120 ° intervals, the position to be cut Is formed to have a spiral shape by inclining not parallel to the center of the reinforcing bars (F).
- the knitted body 120 is formed to have a spiral shape, so that even if the pair of sleeves 160 are compressed close to each other, the knitted body 120 overlaps each other by spiral bones spaced apart from each other. The amount of flesh was reduced to prevent bad full stomach.
- the knitted body 120 has an asymmetrical shape in left / right, front / rear and up / down directions, and the cross-sectional area decreases from the center to the edge.
- the knitted body 120 is configured to have a higher hardness than the reinforcing bar (F). Therefore, when the knitted body 120 exerts a pressure on the outer surface of the reinforcing bars (F) it is possible to crimp.
- the inner circumferential surface of the knitted body 120 is formed with a plurality of pressing projections 122 for increasing the restraining force when pressing on the outer peripheral surface of the reinforcing bars (F).
- the pressing protrusion 122 is formed to protrude at equal intervals from the inner circumferential surface of the knitting body 120, is integrally formed with the knitting body 120, and acts to squeeze into the outer circumferential surface of the reinforcing bar (F).
- the pressing protrusion 122 was formed by drilling a hole of a predetermined inner diameter in the inside of the spindle cylinder in the embodiment of the present invention by screwing the inner circumferential surface of the hole, by inclining the pipe of the threaded spindle shape inclined in three equal parts ( It is possible to manufacture three pieces 120 formed integrally with 122.
- both the pressing protrusion 122 and the knitting body 120 are higher than the reinforcing bar F. It is preferred to be configured to have a hardness.
- the sleeve 160 is composed of a pair, it is configured to be compressed by applying a compressive force to the outer surface of the reinforcing bar (F) by receiving a pressure from the inside of the edge of the knitting body 120 to generate the pressure.
- the sleeve 160 has the same outer diameter in the embodiment of the present invention, the inside is configured to increase the cross-sectional area toward the outer direction (left / right direction as seen in Figure 6).
- the interior is inclined to form the inclined surface 162.
- the inclined surface 162 has an angle corresponding to the inclination of the outer circumferential surface of the knitting body 120, and the pair of sleeves 160 when the pair of sleeves 160 are close to each other to have a curvature corresponding to the outer surface curvature of the knitting body 120 It can be pressed to the center direction.
- a spacer 140 is provided at the center of the reinforcing connector 100.
- the spacer 140 is configured to support the plurality of pieces 120 to be radially spaced apart, is made of synthetic resin and has an elastic restoring force.
- FIG. 7 is a plan view showing the appearance of the spacer 140, which is one configuration in the reinforcing connector 100 according to the present invention.
- the spacer 140 has a disc shape in which a plurality of holes are drilled therein, and a depth limiting part 142 is provided at the center of the spacer 140.
- the depth limiting part 142 is to limit the insertion depth of the reinforcing bars (F) in contact with the end of the pair of reinforcing bars (F), has a size smaller than the outer diameter of the reinforcing bars (F), each of the reinforcing bars ( The end of F) comes into contact.
- a knitted body receiving portion 144 is formed perforated.
- the knitting receiving portion 144 is formed by drilling three holes radially with respect to the center of the spacer 140, and is perforated in a shape and size corresponding to the central longitudinal section of the knitting body 120.
- the knitting receiving portion 144 when the knitting 120 is inserted into the inside of the knitting receiving portion 144, the knitting receiving portion 144 is positioned at the center of the knitting body 120 to generate frictional force, thereby limiting the depth of the three knitting bodies 120. 142 may be supported by being spaced apart from each other by a distance.
- the knitting receiving portion 144 may be formed to be spaced apart at an angle of 120 ° to maintain a state in which the three knitting bodies 120 are spaced at equal intervals.
- the completion display unit 146 is provided on the outer side of the knitting container 144.
- the completion display unit 146 is a portion exposed to the outside as shown in Figure 5 when the pair of reinforcing bars (F) by using the reinforcing bar connector 100, predetermined to be in contact with the end of the sleeve 160 It has a width of and is formed in a circular shape.
- the three pieces 120 are assembled to be supported in a spaced apart state by the spacer 140.
- the reinforcing bars F are respectively inserted through the left and right sides of the knitting body 120, and the sleeves 160 are inserted to the outside of the reinforcing bars F.
- FIG. 9 is a perspective view showing a state in which the knitted body 120 is seated on the outer surface of the reinforcing bars (F) in the rebar connector 100 according to the present invention, since the reinforcing bars (F) have a relatively long length, The end portion of the reinforcing bar F is inserted into the knitted body 120 while the sleeve 160 is fitted in advance.
- the knitted body 120 may be kept spaced apart from each other by the spacer 140, and may be opened by a predetermined range in a direction away from each other with the help of the elastic restoring force of the spacer 140.
- the reinforcement (F) can be inserted into the inside of the knitting body 120, and the knitting body 120 is seated on the outer circumferential surface of the inserted reinforcing steel (F) as shown in FIG.
- the outer surface of the reinforcing bar (F) is in contact with the pressing projection 122 of the knitting body 120, the end of the reinforcing bar (F) is in contact with the depth limiting portion 142 is no longer inserted. Done.
- the pair of sleeves 160 are brought close by applying opposite pressure.
- the pressure applied to the sleeve 160 may be provided through various pressures such as hydraulic pressure or pneumatic pressure, and an exclusive tool designed to provide pressure only at the end of the sleeve 160 without interfering with the outer surface of the reinforcing bar F. You can also use
- Both ends of the knitting body 120 are received inside the sleeve 160 by the pressure applied to the outer end of the sleeve 160, and the inclined outer surface of the knitting body 120 is inclined with the inclined surface 162 of the sleeve 160. It is in surface contact and moves in the center direction (see the up / down arrows drawn in the center of FIG. 11).
- the knitting body 120 is disposed in the form of a spiral on the outer surface of the reinforcing bar (F), even if it moves in the center direction by the force applied from the left / right due to the movement of the sleeve 160 does not cause a bad load and stress The dispersion effect can be exhibited.
- the spacer 140 when the sleeve 160 deforms the spacer 140 in close proximity to each other, the spacer 140 generates an elastic restoring force and generates a repulsive force that tries to push the sleeve 160 in the opposite direction. The state is completed.
- the knitted body 120 is configured as three, but may be configured to have the same shape in two or four or more if it is within the range to be seated in the spiral form on the outer surface of the reinforcing bars (F) Of course.
- Reinforcing bar connector according to the present invention is prevented from loosening against tensile stress and compression stress, as well as shock or vibration.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Retaining Walls (AREA)
Abstract
Description
Claims (10)
- 동일한 외형을 가지고 방사상으로 배치되며, 한 쌍의 철근 단부를 동시에 수용한 상태에서 철근 외면에 안착되는 다수 편체와,상기 다수 편체를 내부로 수용하여 일정 간격 이격되게 지지하는 이격구와,서로 근접시 상기 다수 편체를 서로 근접시켜 편체의 내주면과 한 쌍의 철근 외면이 압착되게 하는 한 쌍의 슬리브를 포함하여 구성됨을 특징으로 하는 철근연결구.
- 제 1 항에 있어서, 상기 편체는,나선형 외형을 가지며, 중앙에서 가장자리로 갈수록 단면적이 감소하는 것을 특징으로 하는 철근연결구.
- 제 2 항에 있어서, 상기 편체는,상기 철근보다 높은 경도를 가지고, 내주면에 다수 압착돌기가 일체로 형성되며, 상기 압착돌기는 철근 외면을 파고들어 압착됨으로써 구속력을 발생하는 것을 특징으로 하는 철근연결구.
- 제 3 항에 있어서, 상기 이격구는 합성수지로 제조됨을 특징으로 하는 철근연결구.
- 제 4 항에 있어서, 상기 이격구는,상기 편체의 중앙부 단면과 대응하는 형상으로 천공된 편체수용부와,상기 한 쌍의 철근 단부와 접촉하여 철근의 삽입 깊이를 제한하는 깊이제한부와,상기 한 쌍의 슬리브와 접촉하여 철근 연결 완료 여부를 알려주는 완료표시부를 포함하여 구성됨을 특징으로 하는 철근연결구.
- 제 5 항에 있어서, 상기 슬리브는,외경은 일정하며 일방향으로 갈수록 단면적이 감소하는 것을 특징으로 하는 철근연결구.
- 제 6 항에 있어서, 상기 슬리브 내부에는경사면이 형성되며, 상기 경사면은 편체 외면과 대응하는 경사 및 곡률을 갖는 것을 특징으로 하는 철근연결구.
- 제 7 항에 있어서, 상기 편체는 3개로 이루어지며, 상기 이격구에 의해 이격 배치시에 방추형의 외형을 갖는 것을 특징으로 하는 철근연결구.
- 제 8 항에 있어서, 상기 슬리브는 편체보다 높은 강도를 갖는 것을 특징으로 하는 철근연결구.
- 제 9 항에 있어서, 상기 이격구는 탄성복원력을 가지며,상기 한 쌍의 슬리브에 의해 가압될 때 반발력을 발생하는 것을 특징으로 하는 철근연결구.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2020517081A JP6940695B2 (ja) | 2017-06-12 | 2018-02-21 | 鉄筋連結具 |
CA3053999A CA3053999C (en) | 2017-06-12 | 2018-02-21 | Rebar coupler |
US16/677,934 US11242683B2 (en) | 2017-06-12 | 2019-11-08 | Reinforcing bar coupler |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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KR1020170073259A KR101807467B1 (ko) | 2017-06-12 | 2017-06-12 | 철근연결구 |
KR10-2017-0073259 | 2017-06-12 |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US16/677,934 Continuation US11242683B2 (en) | 2017-06-12 | 2019-11-08 | Reinforcing bar coupler |
Publications (1)
Publication Number | Publication Date |
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WO2018230810A1 true WO2018230810A1 (ko) | 2018-12-20 |
Family
ID=60943169
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/KR2018/002099 WO2018230810A1 (ko) | 2017-06-12 | 2018-02-21 | 철근연결구 |
Country Status (5)
Country | Link |
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US (1) | US11242683B2 (ko) |
JP (1) | JP6940695B2 (ko) |
KR (1) | KR101807467B1 (ko) |
CA (1) | CA3053999C (ko) |
WO (1) | WO2018230810A1 (ko) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102064558B1 (ko) * | 2018-09-14 | 2020-02-12 | 현대금속산업(주) | 철근 결합 구조를 개선한 원터치형 철근 커플러 |
KR102062732B1 (ko) * | 2018-07-30 | 2020-01-10 | 장성만 | 나사체결 방식의 원터치형 철근 커플러 |
CN110725480B (zh) * | 2019-10-29 | 2023-12-08 | 中建七局安装工程有限公司 | 一种钢筋对接方法及钢筋对接组件 |
CN113863577A (zh) * | 2020-06-30 | 2021-12-31 | 恒耀工业股份有限公司 | 钢筋续接器 |
KR102550297B1 (ko) * | 2021-05-04 | 2023-07-04 | 기범석 | 철근연결구 |
KR102550300B1 (ko) * | 2021-05-17 | 2023-07-07 | 기범석 | 철근연결구 |
CN114876129A (zh) * | 2022-06-14 | 2022-08-09 | 眉山中车紧固件科技有限公司 | 一种钢筋轴向机械连接系统及其铆接方法 |
CN115324283B (zh) * | 2022-08-29 | 2024-04-26 | 中铁二十四局集团有限公司 | 一种用于钢筋限位组合式灌浆套筒 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100439305B1 (ko) * | 2002-04-03 | 2004-07-07 | 주식회사 동성엔지니어링 | 원터치식 철근이음장치 |
KR200356585Y1 (ko) * | 2004-04-22 | 2004-07-19 | 정인갑 | 철근 이음구 |
KR200359105Y1 (ko) * | 2004-05-29 | 2004-08-16 | 김용근 | 철근 연결구 |
KR20050112967A (ko) * | 2004-05-28 | 2005-12-01 | 주식회사 유성엔지니어링 | 철근고정용 조각편 제조방법 및 이를 이용한 철근연결장치 |
KR20160060070A (ko) * | 2013-12-20 | 2016-05-27 | 왕신민 | 원추형 슬리브 잠금식 철근 연결 커넥터 및 그 설치도구 |
Family Cites Families (57)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US106673A (en) * | 1870-08-23 | Improvement in pump-rod connections for deep wells | ||
US65183A (en) * | 1867-05-28 | photo-litho | ||
US45476A (en) * | 1864-12-20 | Improvement in shaft-couplings | ||
US518793A (en) * | 1894-04-24 | Lightning-rod and coupling | ||
US378540A (en) * | 1888-02-28 | Feank beottgh | ||
US911854A (en) * | 1907-01-11 | 1909-02-09 | Edwin L Upson | Conduit-rod. |
US889776A (en) * | 1907-09-12 | 1908-06-02 | William J Van Meter | Trolley-wire splicer. |
US968382A (en) * | 1910-01-12 | 1910-08-23 | Nilsson Martin | Emergency-coupling. |
US1377101A (en) * | 1919-11-28 | 1921-05-03 | Sparling John Ernest | Shaft-coupling |
US3079186A (en) * | 1960-03-14 | 1963-02-26 | Chester I Williams | Overlap rod connector |
US3253332A (en) * | 1963-05-14 | 1966-05-31 | Howlett Machine Works | Connecting means and method for reinforcing rods |
DE1500759B1 (de) * | 1966-12-14 | 1970-12-10 | Siegfried Gutmann | Stahlstabverbindung,insbesondere fuer Staebe von armierten Betonteilen |
US3480309A (en) * | 1967-07-19 | 1969-11-25 | Kenneth D Harris | Clamp |
US3552787A (en) * | 1968-10-28 | 1971-01-05 | Alfred A Yee | Wire cage-type splice sleeve for reinforcing bars |
JPS5013370Y1 (ko) * | 1970-12-07 | 1975-04-24 | ||
US4024688A (en) * | 1971-08-12 | 1977-05-24 | Calini Anthony J | Concrete reinforcing bar extension construction and method |
US3921281A (en) * | 1971-10-28 | 1975-11-25 | Daido Steel Co Ltd | Method for joining steel bars |
USRE27954E (en) * | 1971-11-19 | 1974-04-02 | Anchor for post-tensioning frestressed concrete | |
US3863891A (en) * | 1971-12-15 | 1975-02-04 | Inst Politehnic Iasi | Concrete prestressing device |
ES199828Y (es) * | 1974-01-25 | 1975-12-16 | Manufacturas De Acero | Dispositivo para el anclaje de trenzas y cordones de arma- duras de construccion. |
JPS5121074U (ko) * | 1974-08-01 | 1976-02-16 | ||
JPS53104011U (ko) * | 1977-01-26 | 1978-08-22 | ||
US4223497A (en) * | 1978-06-26 | 1980-09-23 | Ccl Systems Limited | Coupling assembly |
JPS5598559A (en) * | 1979-01-18 | 1980-07-26 | Shiyoutarou Shimura | Method of joining steel bars with split sleeve |
DE3002846C2 (de) * | 1980-01-26 | 1985-07-18 | Dyckerhoff & Widmann AG, 8000 München | Mehrteiliger Ringkeil einer Keilverankerung |
US4441837A (en) * | 1981-09-04 | 1984-04-10 | Joseph Mastroni | Golf club coupling assembly |
US4408926A (en) * | 1981-05-26 | 1983-10-11 | Amp Incorporated | Axial crimp connection device |
US5152118A (en) * | 1990-08-13 | 1992-10-06 | Richmond Screw Anchor Co., Inc. | Couplings for concrete reinforcement bars |
JP2711605B2 (ja) * | 1991-12-19 | 1998-02-10 | 日本スプライススリーブ株式会社 | モルタル充填式鉄筋継手 |
CA2068666C (en) * | 1992-05-14 | 1995-04-11 | Tsung-Hwei Wu | Coupler for reinforcing bars |
US5746555A (en) * | 1996-02-06 | 1998-05-05 | Mcevoy; William Richard | Connector with engagement indicator |
JP3799097B2 (ja) * | 1996-04-12 | 2006-07-19 | 株式会社トーテック | 異形鉄筋の継手構造 |
JPH1030304A (ja) * | 1996-07-17 | 1998-02-03 | Shinko Kosen Kogyo Kk | コンクリート補強材の継手 |
LU90374B1 (de) * | 1999-03-17 | 2000-09-18 | Ares Sa | Schraubverbindung f-r Gewindest-be |
GB0002006D0 (en) * | 2000-01-29 | 2000-03-22 | Copping Robert | Fixture |
AU768704B2 (en) * | 2000-03-02 | 2004-01-08 | Anderson Technology Corporation | PC steel stranded wire connection structure and construction method thereof |
KR200223729Y1 (ko) * | 2000-12-11 | 2001-05-15 | 김영호 | 삽입식 이형철근용 이음장치 |
US7118299B2 (en) * | 2001-01-23 | 2006-10-10 | Erico International Corporation | Reinforcing bar connection and method |
DE60200892T2 (de) * | 2001-01-23 | 2005-07-28 | Erico International Corp., Solon | Bewehrungsstabverbindung und Verbindungsverfahren |
KR100375655B1 (ko) * | 2001-02-14 | 2003-03-19 | 김용근 | 철근 연결구 |
GB2373808B (en) * | 2001-03-27 | 2005-03-30 | Roxbury Ltd | Improvements in or relating to connectors |
US6679024B2 (en) * | 2002-02-26 | 2004-01-20 | Kjell L. Dahl | High strength grouted pipe coupler |
ES2237351T3 (es) * | 2002-05-01 | 2007-04-01 | Ultimate Design Solutions Ltd. | Dispositivo de acoplamiento. |
CN1246554C (zh) * | 2002-07-04 | 2006-03-22 | 大暎Pc株式会社 | 用于解除用在锚固方法中的抗拉构件的设备和方法 |
KR20040024686A (ko) | 2002-09-16 | 2004-03-22 | 깨뱉시스템(주) | 철근 연결구 및 그 설치방법 |
KR100650376B1 (ko) | 2005-08-03 | 2006-11-29 | 윤희연 | 철근 연결구 |
KR20100009774A (ko) | 2008-07-21 | 2010-01-29 | 기언관 | 철근연결구 |
KR20110017551A (ko) * | 2009-08-14 | 2011-02-22 | 최정환 | 철근 연결용 압착식 커플러 |
EP2420622A1 (de) * | 2010-08-18 | 2012-02-22 | Sika Technology AG | Vorrichtung zur Krafteinleitung in Zugglieder aus faserverstärkten Kunststoff-Flachbandlamellen |
KR101036594B1 (ko) * | 2011-01-26 | 2011-05-24 | 김병섭 | 철근 커플러 |
KR20120098159A (ko) * | 2011-02-28 | 2012-09-05 | 김사현 | 철근 이음장치 |
US9062457B2 (en) * | 2013-02-11 | 2015-06-23 | Robert Gilling | Assembly and method for anchoring rebar to a mass |
RU2667990C2 (ru) * | 2014-07-07 | 2018-09-25 | Хюн Мин ЯН | Высокопрочная муфта для соединения арматурных стержней в один прием |
GB201417938D0 (en) * | 2014-10-10 | 2014-11-26 | Rolls Royce Plc | Improvements to a joint assembly |
JP5946202B1 (ja) * | 2015-01-07 | 2016-07-05 | 株式会社松永工基 | あと施工アンカー |
ES2942409T3 (es) * | 2016-04-22 | 2023-06-01 | M3S Ip Pty Ltd | Acoplador de elevación compacto y ajustable, y método de utilización |
US10473131B1 (en) * | 2016-07-10 | 2019-11-12 | VIV Solutions LLC | Helical strakes and collar |
-
2017
- 2017-06-12 KR KR1020170073259A patent/KR101807467B1/ko active IP Right Grant
-
2018
- 2018-02-21 JP JP2020517081A patent/JP6940695B2/ja active Active
- 2018-02-21 CA CA3053999A patent/CA3053999C/en active Active
- 2018-02-21 WO PCT/KR2018/002099 patent/WO2018230810A1/ko active Application Filing
-
2019
- 2019-11-08 US US16/677,934 patent/US11242683B2/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100439305B1 (ko) * | 2002-04-03 | 2004-07-07 | 주식회사 동성엔지니어링 | 원터치식 철근이음장치 |
KR200356585Y1 (ko) * | 2004-04-22 | 2004-07-19 | 정인갑 | 철근 이음구 |
KR20050112967A (ko) * | 2004-05-28 | 2005-12-01 | 주식회사 유성엔지니어링 | 철근고정용 조각편 제조방법 및 이를 이용한 철근연결장치 |
KR200359105Y1 (ko) * | 2004-05-29 | 2004-08-16 | 김용근 | 철근 연결구 |
KR20160060070A (ko) * | 2013-12-20 | 2016-05-27 | 왕신민 | 원추형 슬리브 잠금식 철근 연결 커넥터 및 그 설치도구 |
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US20200071932A1 (en) | 2020-03-05 |
JP2020522634A (ja) | 2020-07-30 |
US11242683B2 (en) | 2022-02-08 |
CA3053999A1 (en) | 2018-12-20 |
CA3053999C (en) | 2021-09-07 |
KR101807467B1 (ko) | 2017-12-11 |
JP6940695B2 (ja) | 2021-09-29 |
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