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WO2014030891A1 - Rail supporter for installing track assembly on concrete track-bed - Google Patents

Rail supporter for installing track assembly on concrete track-bed Download PDF

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Publication number
WO2014030891A1
WO2014030891A1 PCT/KR2013/007427 KR2013007427W WO2014030891A1 WO 2014030891 A1 WO2014030891 A1 WO 2014030891A1 KR 2013007427 W KR2013007427 W KR 2013007427W WO 2014030891 A1 WO2014030891 A1 WO 2014030891A1
Authority
WO
WIPO (PCT)
Prior art keywords
rail
support
connecting rod
concrete
fixture
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/KR2013/007427
Other languages
French (fr)
Korean (ko)
Inventor
노영채
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YOUNG JOONG INDUSTRY Co Ltd
Original Assignee
YOUNG JOONG INDUSTRY Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by YOUNG JOONG INDUSTRY Co Ltd filed Critical YOUNG JOONG INDUSTRY Co Ltd
Publication of WO2014030891A1 publication Critical patent/WO2014030891A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/40Means or arrangements for temporarily supporting laid tracks, or rails or sleepers in the track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28Fastening on wooden or concrete sleepers or on masonry with clamp members
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B26/00Tracks or track components not covered by any one of the preceding groups

Definitions

  • the present invention relates to a rail support for installation on the concrete island to fix the position of the rail to install the rail on the concrete road.
  • the rail support is an important component for constructing the rail.
  • Conventional rail guide support is formed of a plate-like body at the same time and is formed to protrude at a constant height vertically on one side, the base plate is formed with a plurality of fixing holes in the center, and fixed to one side bottom of the rail located in the center of the base plate
  • a clamp comprising a fixing plate to be installed and a fixing block fixed to the other bottom of the rail by bolts;
  • An angle support which is fixedly installed on the bottom concrete sheet and at the same time a fixing hole is formed; It is composed of a support that connects the clamp and the angle support and at the same time transmits the force acting on the light guide to the ground.
  • the rail rail supporter supports the rail on the concrete in the form of connecting the clamp and the angle support to each other by using the support after fixing the rail to the clamp and fixing the angle support on the concrete diagram.
  • the rail rail supporter requires a lot of time to install the rail support because the anchor bolt is installed on the concrete floor to fix the angle support, and requires a lot of manpower to increase the construction cost, When installing the anchor bolt, there was a problem that the concrete phase is broken.
  • the present invention is to solve the problems as described above, the problem to be solved by the present invention can be installed quickly and easily by eliminating the use of the anchor bolt when installing the rail support, as well as the manpower required for the work It is possible to reduce the construction cost by reducing the construction, to prevent damage to the concrete, and to provide a rail support for installing the duct on the concrete can prevent the deformation in the set position of the rail by improving the bearing capacity for supporting the rail.
  • Rail support for installing the guide on the concrete roof is a connecting rod formed inside the hollow bar, the thread is formed on the outer surface so that the length of the connecting rod is extended to both sides of the connecting rod.
  • a support including an extension portion inserted into each end and provided with a link member at an end thereof, and a length adjustment portion provided at both ends of the connection portion to adjust the insertion length of the extension portion from the connection portion;
  • a rail clamp coupled to the link member of the extension part provided on one side of the connecting part so as to be rotatable up and down to hold a rail;
  • an in-vehicle fixture supporting the support in such a way that it is rotatably coupled to the link member of the extension provided on the other side of the connecting rod, and covers the upper end of the sidewall of the concrete.
  • the inverted fixture is seated on the top of the side wall, one side support portion having a fastener coupling portion is bent downward at one end of the seating portion is supported on one side of the side wall and the link member is coupled, and the other side of the seating portion The other end portion may be bent downward at the end and supported on the other side of the side wall.
  • the ballast fixture may include a reinforcing rib which protrudes outwardly to connect the seating portion, the one side support portion, and the other side support portion to reinforce the rigidity of the ballast fixture.
  • the icon fixing fixture may include a fixing member for penetrating one of the one side support portion or the other support portion to fix the icon fixing fixture to the side wall.
  • the length adjusting portion is coupled to the connecting rod is a length adjusting nut portion is formed threaded to screw the extension and the thread is formed in the connecting rod is rotated so as to be opposite to the length adjusting nut portion is screwed to the connecting rod It may include a fixing nut.
  • the thread formed in the connecting rod may be a square thread.
  • a tooth formed radially about a rotation center may be formed on surfaces of the link members which are in contact with each other and the rail clamp and the icon stopper, which are in contact with each other.
  • the rail clamp supports a lower end of the rail and includes a base plate having a clamp coupling part rotatably coupled to the link member, one side rail fixing part provided on the base plate to which one side of the rail is fixed, and the base plate. It is detachably provided at and fixes the other side of the rail and may include the other rail fixing part.
  • the rail in the form of hanging the ball on the side wall of the concrete, it can be installed quickly and easily, minimizing the work force to lower the construction cost, and prevent damage to the concrete Can be.
  • the rail clamp and the in-vehicle fixture, and the support for coupling them are coupled to each other by the engagement of the teeth not only easy to adjust the angle of the rail, but also can improve the bearing capacity of the rail.
  • FIG. 1 is a side cross-sectional view schematically showing a state in which the rail support for installing the light on the concrete diagram according to an embodiment of the present invention is installed on the concrete diagram.
  • Figure 2 is a perspective view showing a rail support for installation of concrete on the concrete diagram according to an embodiment of the present invention.
  • Figure 3 is an exploded perspective view showing a rail support for installing the light on the concrete diagram according to an embodiment of the present invention.
  • Figure 4 is a side cross-sectional view showing the support constituting the rail support for erosion installation on the concrete diagram according to an embodiment of the present invention.
  • FIG. 5 is a perspective view showing a rail clamp constituting the rail support for installing the light on the concrete diagram according to an embodiment of the present invention.
  • FIG. 6 is a perspective view illustrating the in-vehicle fixture that constitutes the rail support for installing the light on the concrete road according to the embodiment of the present invention.
  • clamp coupling portion 136 rail one side fixture
  • the concrete phase 200 in the present invention is a concrete phase 200 on each of both sides of the concrete phase 200 in order to prevent foreign matter from flowing into the interior of the concrete phase 200
  • the side wall 210 is formed to a height of about 1 m along the bottom of the).
  • the erosion installed in the concrete phase 200 is installed so that the pair of rail 230 has a different height in the curved portion to prevent overturning of the railway vehicle, the rail 230 has a different height
  • the duct is installed on the concrete road 200 in the form of placing concrete between the path and the concrete road 200.
  • the rail support for rail installation 100 on the concrete diagram can be used to support the rail 230 in a straight section, as well as a curved section, of course, the deterioration in the present specification is concrete Refers to an assembly in which the sleepers 250 supporting the rails 230 and the rails 230 are coupled to the island 200.
  • the rail support 100 for installing the rock on the concrete diagram may include a support (110).
  • the support 110 is a member supporting the rail 230 by connecting the rail 230 and the concrete phase 200 to each other, and may support the rail 230 positioned at a variable position in the concrete phase 200. It is configured to be adjustable in length.
  • the support 110 may include a connecting table (111).
  • the connecting rod 111 may be formed of a hollow cylindrical rod.
  • a handle hole may be formed at the central portion of the support 110 so that a handle (not shown) may be installed to rotate about a central axis in the longitudinal direction of the support 110.
  • the handle may be formed in the shape of a rod, the handle may be installed in the form penetrating through the connecting rod 111 through the handle hole.
  • the handle is of course coupled to the detachable connecting 111.
  • the support 110 may include extensions 113 and 113 ′.
  • the extensions 113 and 113 ' may be formed in a rod shape having a circumference smaller than the circumference of the connecting rod 111, and the extension rods 113 and 113' are inserted into both sides of the connecting rod 111 so that the connecting rod 111 may be connected to the connecting rod 111.
  • 111 can be slidably moved in the longitudinal direction.
  • threads may be formed on the outer surfaces of the extension members 113 and 113 ', and the extension members 113 and 113' positioned on both sides of the connecting member 111 may have threads that rotate in opposite directions, ie, are symmetrical to each other. It may be configured to have a thread of the form.
  • an extension 113 provided at one side of the connecting rod 111 may be formed with a screw thread rotating to the left side, and an extension 113 'provided at the other side of the connecting rod 111 may be formed with a screw thread rotating to the right side.
  • the threads formed on the extensions 113 and 113 ′ may be rectangular threads whose cross sections are formed in a quadrangular shape.
  • the threads formed on the extension 113, 113 'to form a square thread it can be fastened with a strong force, it is possible to prevent the dust or foreign matter caught between the thread and the thread.
  • link members 114 and 114 ' may be provided at the outer ends of the extension parts 113 and 113', respectively.
  • the link members 114 and 114 ' may be coupled in a form of being screwed into the extensions 113 and 113', and each link member 114 and 114 'may have hinge holes 115 and 115' through which hinge pins HP are formed. Can be.
  • teeth (116, 116 ') formed in a triangular shape and arranged radially around the hinge holes (115, 115') may be formed on both sides or one side of the link members (114, 114 '), respectively.
  • the hinge pin (HP) may be implemented as a bolt and nut that can be fixed through the hinge holes (115, 115 ').
  • the support 110 may include a length adjusting unit 117.
  • the length adjusting unit 117 can adjust the length of the extension (113, 113 ') inserted into the connecting rod (111).
  • the length adjusting part 117 may include a length adjusting nut part 118 and a fixing nut 119.
  • Length adjusting nut portion 118 may be provided at both ends of the connecting rod 111, respectively.
  • the length adjusting nut part 118 may extend through the extending rods 113 and 113 ', and a thread is formed on the inner circumferential surface of the length adjusting nut part 118 to correspond to the threads formed in the extension bands 113 and 113'.
  • the adjustment nut part 118 and the extension 113 and 113 ' may be screwed together.
  • the length adjusting nut portion 118 may be configured in the form that the nuts to be screwed with the extension (113, 113 ') is welded to both sides of the connecting rod 111, and forms a screw thread on both ends of the connecting rod 111 It can also be configured in the form.
  • the fixing nut 119 is formed with a thread corresponding to the Nasan acid formed in each of the extensions 113 and 113 'and may be screwed into each of the extensions 113 and 113'.
  • the thread formed on the length adjusting nut part 118 and the thread formed on the fixing nut 119 installed on the extension bars 113 and 113 'corresponding to the length of the adjusting nut part 118 may be formed as threads that rotate in opposite directions. have.
  • a thread formed in the length adjusting nut part 118 to which one of the extensions 113 and 113 'positioned on both sides of the connecting rod 111 is coupled is formed as a thread that rotates to the right
  • the thread formed in the fixing nut 119 coupled to the extension may be formed as a thread rotating to the left.
  • the support 110 configured as described above is coupled to the handle hole of the connecting rod 111 in a state where the link members 114 and 114 'provided at each of the extensions 113 and 113' are fixed, and then the handle is rotated. Together, the connecting rod 111 rotates, and the extending rods 113 and 113 'are screwed to the length adjusting nut part 118 in the rotating connecting rod 111 in the longitudinal direction of the connecting rod 111. Move.
  • the extension (113,113 ') located on both sides of the connecting rod 111 has a screw thread that rotates in different directions, the extension (113,113') of the connecting rod 111 according to the rotation direction of the connecting rod 111
  • the length of the support 110 can be adjusted in such a way that the length is increased by moving away from each other at the same time on both sides, or the length is reduced by getting closer to each other.
  • the rail support 100 for installation on concrete diagrams may include a rail clamp 130.
  • the rail clamp 130 is coupled to the link member 114 of the extension 113 provided on one side of the connecting rod 111 may grip the rail 230.
  • the rail clamp 130 may be rotatably coupled up and down in the link member 114, the rail clamp 130 is the base plate 131, the rail one side fixture 136, and the other side fixture 137 ) May be included.
  • the base plate 131 may be formed in a plate shape to support the lower end of the rail 230, and the base plate 131 may have a clamp coupling part 132 protruding upward to be coupled to the link member 114. Can be.
  • a hinge hole 134 through which the hinge pin HP penetrates is formed in the clamp coupling portion 132 so that the hinge pin HP is connected to the link member 114 while the clamp coupling portion 132 and the link member 114 overlap.
  • the hinge hole 115 and the clamp coupling portion 132 of the hinge hole 134 of the through-hole are installed together to be installed so that the rail clamp 130 can be rotatably coupled up and down in the extension 113.
  • the link member 114 and the clamp coupling portion 132 is formed on the surface of the clamp coupling portion 132 in contact with each other teeth 135 of the shape corresponding to the teeth 116 formed on the link member 114 is formed link
  • the clamp coupling portion 132 and the link member 114 may be coupled to each other in such a manner that the teeth 116 formed on the member 114 and the teeth 135 formed on the clamp coupling portion 132 are engaged with each other.
  • the link member 114 and the clamp coupling portion 132 are coupled in a form in which teeth are engaged with each other to improve the supporting force of the rail clamp 130 at the support 110, as well as at the support 110.
  • the rotation angle of the rail clamp 130 can be easily adjusted.
  • the clamp coupling portion 132 may be provided on the base plate 131 in a state in which the pair is spaced apart from each other and arranged side by side, the link between the pair of clamp coupling portion 132
  • the member 114 may be inserted and coupled to each other by a hinge pin HP.
  • the rail one side fixing tool 136 may be provided in the base plate 131 to form a fitting groove 138 in which one side lower end of the rail 230 is fitted together with the base plate 131, and the fitting groove 138 is provided. The lower end of one side of the rail 230 is inserted into the rail 230 can be fixed.
  • the rail-side fastener 137 may be provided on the base plate 131 in a shape symmetrical with each other the rail one-side stopper 136, the bottom of the other side of the rail 230 together with the base plate 131 is fitted
  • the groove 138 may be formed, and the rail 230 may be fixed to the fitting groove 138 in a form in which the other lower end of the rail 230 is fitted.
  • any one of the rail one side fixture 136 and the other side fixture 137 is detachably coupled to the base plate 131 to fit the bottom of one side of the rail 230 or the other bottom of the rail 230 fitting groove 138 ),
  • the rail clamp 130 may be fixed to the rail 230 in a form of coupling the rail one side fixture 136 or the other side fixture 137 to the base plate 131.
  • the rail support for rail installation 100 on the concrete diagram may include a phase fixing 150.
  • the ball fixture 150 may support the support 110 to which the rail clamp 130 held by the rail 230 is coupled in the concrete phase 200.
  • the statue fixture 150 may support the support 110 in the form spanning the upper end of the side wall 210 of the concrete phase 200, the statue fixture 150 is a mounting portion 151, one side support ( 152, and the other side support 156.
  • the seating part 151 may be formed in a plate shape, and may be seated on an upper end of the sidewall 210 of the concrete drawing 200.
  • the one side support portion 152 extends downward in a form bent at one side of the seating portion 151 in a plate shape to support one side surface of the side wall 210, and the connection table 111 as an outer side surface of the one side support portion 152.
  • Fixture coupling portion 153 is rotatably coupled to the link member 114 'of the extension 113' provided on the other side of the).
  • the fastener coupling part 153 may protrude from one side support part 152 and a hinge hole 154 may be formed at the center thereof, and the fastener coupling part 153 may overlap the link member 114 'and hinge pin HP.
  • the in-vehicle fixture 150 rotates up and down in the extension 113 '. Possibly combined.
  • the fastener coupling part 153 may be arranged side by side with one pair spaced apart from each other, the link member 114 'is inserted between the pair of fastener coupling portion 153, a pair of hinge pins (HP)
  • the one side support 152 may support one side of the side wall 210 of the concrete phase 200 facing the rail 230 among the side walls 210 of the concrete phase 200.
  • teeth 116 'and 155 are formed in a triangle shape on the surfaces of the fixture coupling portion 153 and the link member 114' contacting each other and disposed radially around the hinge holes 115 'and 154. ) May be formed.
  • the teeth 116 ′ and 155 are formed on the surface where the fastener coupler 153 and the link member 114 ′ contact each other and are coupled to each other, thereby supporting the support force of the in-vehicle fixture 150 in the support 110. In addition, it is possible to easily adjust the angle of the statue fixture 150 in the support 110.
  • the other side support part 156 is formed in a plate shape and extends downward in the form of being bent at the other end of the opposite direction in which the one side support part 152 is provided from the seating part 151, that is, the seating part 151. It can support the other side of).
  • the distance between the other support part 156 and the one side support part 152 may be greater than or equal to the thickness of the side wall 210.
  • the statue fixture 150 may include a fixing member 159.
  • the fixing member 159 may fix the island fixture 150 seated on the side wall 210 of the concrete phase 200 to the side wall 210 of the concrete phase 200.
  • the fixing member 159 may be a thread formed on the outer surface
  • the fastening hole 157 is formed with a screw thread that can be screwed with the screw thread of the fixing member 159 in one support 152 or the other support 156 ) Is formed to secure the in-vehicle fastener 150 to the side wall 210 in a form that the fastening member 159 is screwed to the fastening hole 157.
  • the fixing member 159 is screwed on the outer side of the other support portion 156 or one side support portion 152, the end of the fixing member 159 screwed through the fastening hole 157 is the side wall 210
  • the fixing member 159 may be fixed to the side wall 210 in a form in which the fixing member 159 supports the side wall 210 together with the other supporting part 156 or the one side supporting part 152.
  • the fixing member 159 in the embodiment is configured to form a fastening hole 157 in the other support portion 156, the fixing member 159 is fixed to the fastening hole 157.
  • the statue fixture 150 may include a reinforcing rib 158.
  • the reinforcing rib 158 may reinforce the rigidity of the ball stopper 150.
  • the reinforcing rib 158 may be formed in the form of protruding to the outside in the form of connecting to each other around the outer surface of the seating portion 151, the other side support portion 156, and one side support portion 152, The rib 158 may be formed in plural to be spaced apart from each other in the inlet fitting 150.
  • Rail support 100 for the installation of the light on the concrete diagram according to an embodiment of the present invention first, construct the concrete phase 200, and arrange the sleepers 250 in the concrete phase 200. Then, the rail 230 is disposed on the upper part of the sleeper 250 to manufacture the guide in the form of coupling the sleeper 250 and the rail 230.
  • the rail support 100 for installing the duct on the concrete diagram is fixed to the rail 230 to fix the rail 230.
  • the concrete phase 200 is provided between the side wall 210 and the side wall 210 and the adjacent rail 230 in the form of installing the rail support 100 for installing concrete on concrete (see FIG. 1).
  • the rail support 100 for installing the duct on the concrete road is supported by the support 110, more specifically, both sides of the connecting rod 111, the extension 113, 113 'are respectively coupled to the ends of each of the extension 113, 113' Link members 114 and 114 'are coupled.
  • both ends of the connecting rod 111 is provided with a length adjusting nut part 118 constituting the length adjusting part 117, the thread formed on the extension (113, 113 ') is formed on the thread formed on the length adjusting nut part 118 Screwed to each other in the form of screwing, the fixing nut 119 is screwed to the extension (113, 113 ') for each extension (113,113').
  • a hinge pin HP is provided at the link member 114 of the extension 113 coupled to one side of the connecting rod 111, and the clamp is provided at the hinge hole 115 and the rail clamp 130 of the link member 114.
  • the rail clamp 130 is coupled to the extension 113 in a form penetrating through the hinge hole 134 of the coupling portion 132.
  • another hinge pin HP is connected to the hinge member 115 'of the link member 114' in the link member 114 'of the extension 113' coupled to the other side of the connecting rod 111.
  • the inlet fixture 150 is coupled to the extension 113 ′ in a form penetrating through the hinge hole 154 of the fastener coupling part 153 provided in the 150.
  • teeth (116, 116 ', 135, 155) are formed on the surface where the link members (114, 114'), the clamp coupling portion 132 and the fastener coupling portion 153 contact each link member 114, 114 'and the clamp coupling portion ( 132 and the fastener coupling portion 153 is coupled in a form in which the teeth 116, 116 ', 135, 155 are engaged with each other.
  • the rail support for rail installation 100 according to the embodiment of the present invention configured as described above is fitted to the handle hole of the connecting rod 111 and then rotate the connecting rod 111 by using the handle rail support for rail mounting for concrete installation 100 adjusts the length of the support 110 to a length that can connect the side wall 210 and the rail 230.
  • the connecting rod 111 is screwed together by the extension bars 113 and 113 'and the length adjusting nut part 118 on both sides, the extension bars 113 and 113 coupled to the connecting rod 111 according to the rotation direction of the connecting rod 111. ')
  • the length of the support 110 is adjusted in such a way that the length of the closer or farther each other.
  • the base plate 131 is positioned in the lower portion of the rail 230 in the fitting groove 138 of the rail one side fixture 136 Fitting the lower end of one side of the 230, and the other side lower end of the rail 230 in the opposite direction is coupled to the base plate 131 so that the other side lower end fitting 137 is fitted into the fitting groove 138 of the other side fixing fixture 137
  • the rail clamp 130 is coupled to the rail 230 in the form to be.
  • the support 110 is seated on the side wall 210 of the concrete drawing 200, the island fixture 150 provided in the extension 113 'in the opposite direction coupled to the rail clamp 130.
  • the mounting fixture 151 in the form that the side wall 210 is inserted between the one side support portion 152 and the other side support portion 156 so that the seating portion 151 of the in-situ fixture 150 is seated on the upper end of the side wall 210. ) Is seated on the sidewall 210.
  • the fastener 150 is fastened to the sidewall 210 by fastening the fixing member 159 to the fastening hole 157 formed in the other side support part 156.
  • the hinge clamp (HP) is fastened to each link member (114, 114 ') by adjusting the rotation angle of the rail clamp (130) and the drawing fixture (150) coupled to the support (110). Correct the position of the rail 230 in the form.
  • the rail clamp 130 and the drawing fixture 150 connected to each link member (114, 114 ') is formed in the contact surface with the teeth (116, 116', 135, 155) is formed in the link members 114, 114 '
  • the teeth 116, 116 ′, 135, and 155 are engaged with each other so as to cross each other, so that the correct rotation angle and the support force between each other can be firmly established.
  • the sleeper 250 and the rail 230 are fastened to produce a pit, and a formwork (not shown) is installed around the pit to form and cure concrete. Construction of the ducts on the concrete phase 200, and after the construction of the erosion, the construction of the rail 230 in the form of removing the formwork, the spacing 270 and the rail support 100 for the erosion installation on the concrete phase.
  • the rail support for rail installation 100 on the concrete road by supporting the phase fixing device 150 on the side wall 210 to exclude the installation of the anchor bolt for installing the rail support as in the prior art, It is possible to prevent breakage of the concrete phase 200, and can not only quickly and easily install the support for installing the erosion on the concrete phase, but also to minimize the manpower required for the work can lower the construction cost.
  • the support 110 is connected to the in-vehicle fixture 150 and the rail clamp 130 is formed in the form of meshing teeth (116, 116 ', 135, 155) is radially coupled to adjust the rail of the correct angle,
  • the bearing force can be improved to prevent deformation of the set position of the rail.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

콘크리트도상의 궤광 설치용 레일지지대Rail support for installation on the concrete road

본 발명은 콘크리트도상에서 레일을 시공하기 위해 레일의 위치를 고정하는 콘크리트도상의 궤광 설치용 레일지지대에 관한 것이다.The present invention relates to a rail support for installation on the concrete island to fix the position of the rail to install the rail on the concrete road.

근래에는 철도차량이 주행하는 레일을 시공하기 위해 콘크리트도상을 시공하고, 그 상부에 레일과 침목이 결합된 궤광을 콘크리트로 타설하는 형태로 시공한다.Recently, in order to construct rails on which railroad cars run, they construct concrete phases, and in the form of pouring concrete in which the rails and sleepers are combined on top thereof.

한편, 콘크리트도상에 레일을 시공하기 위해서는 콘크리트도상에 일정 간격 침목을 배치하고, 레일지지대로 레일의 위치를 설정하여 시공하는데, 레일지지대가 레일의 위치를 잘못 설정하여 고정하는 경우, 철도차량이 레일에서 이탈되는 문제점이 발생될 수 있다. 따라서, 레일지지대는 레일을 시공하기 위해 중요한 구성요소이다.On the other hand, in order to construct the rail on the concrete diagram, a certain interval sleeper is placed on the concrete diagram, and the rail is positioned with the rail support. When the rail support is fixed by setting the rail position incorrectly, the railroad vehicle rail Problems that deviate from may occur. Therefore, the rail support is an important component for constructing the rail.

종래의 레일지지대는 한국공개특허 제10-2009-0021510호(2009.03.04. 공개)의 "콘크리트 도상용 레일 궤광지지대"와 같이 개시된 바 있다.Conventional rail support has been disclosed as "concrete rail rail support support" of Korea Patent Publication No. 10-2009-0021510 (published on March 4, 2009).

종래의 레일 궤광지지대는 전체적으로 판상체로 이루어짐과 동시에 일측에 수직으로 일정한 높이로 돌출 형성되며, 가운데에 복수의 고정공이 형성되는 베이스판과, 상기 베이스판의 중앙에 위치되는 레일의 일측 저부에 고정 설치되는 고정판과, 상기 레일의 타측 저부에 볼트로 고정설치되는 고정블록으로 이루어지는 클램프와; 저부 콘크리트 도상에 고정 설치됨과 동시에 고정공이 형성되는 앵글서포트와; 상기 클램프와 앵글서포트를 연결함과 동시에 궤광에 작용하는 힘을 지반에 전달시키는 서포트로 구성된다.Conventional rail guide support is formed of a plate-like body at the same time and is formed to protrude at a constant height vertically on one side, the base plate is formed with a plurality of fixing holes in the center, and fixed to one side bottom of the rail located in the center of the base plate A clamp comprising a fixing plate to be installed and a fixing block fixed to the other bottom of the rail by bolts; An angle support which is fixedly installed on the bottom concrete sheet and at the same time a fixing hole is formed; It is composed of a support that connects the clamp and the angle support and at the same time transmits the force acting on the light guide to the ground.

이러한 구성을 가지는 종래의 레일 궤광지지대는 클램프에 레일을 지지하고 앵글서포트를 콘크리트도상에 고정한 후, 서포트를 이용하여 클램프와 앵글서포트를 서로 연결하는 형태로 콘크리트도상에서 레일을 지지하였다.The rail rail supporter according to the related art supports the rail on the concrete in the form of connecting the clamp and the angle support to each other by using the support after fixing the rail to the clamp and fixing the angle support on the concrete diagram.

하지만, 종래의 레일 궤광지지대는 앵글서포트를 고정하기 위해 콘크리트도상의 바닥에 앵커볼트를 설치하기 때문에 레일지지대를 설치하기 위한 시간이 많이 소요되고, 많은 인력이 필요하여 시공비용이 증대될 뿐만 아니라, 앵커볼트를 설치할 때, 콘크리트도상이 파손되는 문제점이 있었다.However, the rail rail supporter according to the related art requires a lot of time to install the rail support because the anchor bolt is installed on the concrete floor to fix the angle support, and requires a lot of manpower to increase the construction cost, When installing the anchor bolt, there was a problem that the concrete phase is broken.

또한, 클램프와 서포트가 볼트에 의해 서로 결합되기 때문에 레일을 지지하는 지지력이 약해 레일의 설정된 위치가 변형되는 문제점이 있었다.In addition, since the clamp and the support are coupled to each other by bolts, there is a problem in that the supporting position of the rail is weak and the set position of the rail is deformed.

본 발명은 전술한 바와 같은 문제점들을 해결하기 위한 것으로서, 본 발명이 해결하고자 하는 과제는 레일지지대의 설치 시 앵커볼트의 사용을 배제하여 신속하고 용이하게 설치할 수 있을 뿐만 아니라, 작업에 소요되는 인력을 감소시켜 시공비용을 낮추고, 콘크리트도상의 파손을 방지할 수 있으며, 레일을 지지하는 지지력을 향상시켜 레일의 설정된 위치에 변형을 방지할 수 있는 콘크리트도상의 궤광 설치용 레일지지대를 제공하는 것이다.The present invention is to solve the problems as described above, the problem to be solved by the present invention can be installed quickly and easily by eliminating the use of the anchor bolt when installing the rail support, as well as the manpower required for the work It is possible to reduce the construction cost by reducing the construction, to prevent damage to the concrete, and to provide a rail support for installing the duct on the concrete can prevent the deformation in the set position of the rail by improving the bearing capacity for supporting the rail.

상기한 과제를 달성하기 위한 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대는 내부가 빈 막대형상으로 형성되는 연결대, 상기 연결대의 길이가 연장되도록 외면에 나사산이 형성되어 상기 연결대의 양측에 각각 삽입되고 링크부재가 끝단에 구비되는 연장대, 및 상기 연결대의 양단에 구비되어 상기 연결대에서 상기 연장대의 삽입되는 길이를 조절하는 길이조절부를 포함하는 서포트; 상기 연결대의 일측에 구비되는 상기 연장대의 링크부재에 상,하로 회전가능하게 결합되어 레일을 파지하는 레일클램프; 및 상기 연결대의 타측에 구비되는 상기 연장대의 링크부재에 상,하로 회전 가능하게 결합되어 콘크리트도상의 측벽의 상단에 걸쳐지는 형태로 상기 서포트를 지지하는 도상고정구;를 포함한다.Rail support for installing the guide on the concrete roof according to an embodiment of the present invention for achieving the above object is a connecting rod formed inside the hollow bar, the thread is formed on the outer surface so that the length of the connecting rod is extended to both sides of the connecting rod. A support including an extension portion inserted into each end and provided with a link member at an end thereof, and a length adjustment portion provided at both ends of the connection portion to adjust the insertion length of the extension portion from the connection portion; A rail clamp coupled to the link member of the extension part provided on one side of the connecting part so as to be rotatable up and down to hold a rail; And an in-vehicle fixture supporting the support in such a way that it is rotatably coupled to the link member of the extension provided on the other side of the connecting rod, and covers the upper end of the sidewall of the concrete.

상기 도상고정구는 상기 측벽의 상단에 안착되는 안착부, 상기 안착부의 일측 끝단에서 하향 절곡되어 상기 측벽의 일측 면에 지지되고 상기 링크부재가 결합되는 고정구결합부를 구비한 일측지지부, 및 상기 안착부의 타측 끝단에서 하향 절곡되어 상기 측벽의 타측 면에 지지되는 타측지지부를 포함할 수 있다.The inverted fixture is seated on the top of the side wall, one side support portion having a fastener coupling portion is bent downward at one end of the seating portion is supported on one side of the side wall and the link member is coupled, and the other side of the seating portion The other end portion may be bent downward at the end and supported on the other side of the side wall.

상기 도상고정구는 상기 안착부, 상기 일측지지부, 및 상기 타측지지부를 연결하는 형태로 외측으로 돌출되어 상기 도상고정구의 강성을 보강하는 보강리브를 포함할 수 있다.The ballast fixture may include a reinforcing rib which protrudes outwardly to connect the seating portion, the one side support portion, and the other side support portion to reinforce the rigidity of the ballast fixture.

상기 도상고정구는 상기 일측지지부 또는 상기 타측지지부의 어느 하나를 관통하여 상기 측벽에 상기 도상고정구를 고정하는 고정부재를 포함할 수 있다.The icon fixing fixture may include a fixing member for penetrating one of the one side support portion or the other support portion to fix the icon fixing fixture to the side wall.

상기 길이조절부는 상기 연결대에 결합되어 상기 연장대와 나사체결되도록 나사산이 형성되는 길이조절너트부, 및 상기 연결대에서 상기 길이조절너트부와는 서로 반대되도록 회전하는 나사산이 형성되어 상기 연결대에 나사체결되는 고정너트를 포함할 수 있다.The length adjusting portion is coupled to the connecting rod is a length adjusting nut portion is formed threaded to screw the extension and the thread is formed in the connecting rod is rotated so as to be opposite to the length adjusting nut portion is screwed to the connecting rod It may include a fixing nut.

상기 연결대에 형성되는 나사산은 사각 나사산일 수 있다.The thread formed in the connecting rod may be a square thread.

상기 레일클램프 및 상기 도상고정구와 서로 결합하는 각각의 상기 링크부재의 서로 접촉하는 면에는 상,하의 회전 각도조절이 용이하도록 회전 중심을 중심으로 방사상으로 형성된 톱니가 형성될 수 있다.A tooth formed radially about a rotation center may be formed on surfaces of the link members which are in contact with each other and the rail clamp and the icon stopper, which are in contact with each other.

상기 레일클램프는 상기 레일의 하단을 지지하고 상기 링크부재에 회전가능하게 결합되는 클램프결합부를 구비한 베이스판, 상기 베이스판에 구비되어 상기 레일의 일측이 고정되는 일측레일고정부, 및 상기 베이스판에 착탈가능하게 구비되어 상기 레일의 타측을 고정하며 타측레일고정부를 포함할 수 있다.The rail clamp supports a lower end of the rail and includes a base plate having a clamp coupling part rotatably coupled to the link member, one side rail fixing part provided on the base plate to which one side of the rail is fixed, and the base plate. It is detachably provided at and fixes the other side of the rail and may include the other rail fixing part.

본 발명에 따르면, 콘크리트도상의 측벽에 도상고정구를 걸치는 형태로 레일을 지지함으로써, 빠르고 용이하게 시공할 수 있으며, 작업인력을 최소화하여 시공비용을 낮출 수 있을 뿐만 아니라, 콘크리트도상의 파손을 방지할 수 있다.According to the present invention, by supporting the rail in the form of hanging the ball on the side wall of the concrete, it can be installed quickly and easily, minimizing the work force to lower the construction cost, and prevent damage to the concrete Can be.

또한, 레일클램프 및 도상고정구 그리고, 이들을 결합하는 서포트가 톱니의 맞물림에 의해 서로 결합되어 레일의 각도 조절이 용이할 뿐만 아니라, 레일의 지지력을 향상시킬 수 있다.In addition, the rail clamp and the in-vehicle fixture, and the support for coupling them are coupled to each other by the engagement of the teeth not only easy to adjust the angle of the rail, but also can improve the bearing capacity of the rail.

도 1은 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 콘크리트도상에 설치한 상태를 개략적으로 도시한 측단면도이다.1 is a side cross-sectional view schematically showing a state in which the rail support for installing the light on the concrete diagram according to an embodiment of the present invention is installed on the concrete diagram.

도 2는 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 도시한 사시도이다.Figure 2 is a perspective view showing a rail support for installation of concrete on the concrete diagram according to an embodiment of the present invention.

도 3은 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 도시한 분해 사시도이다.Figure 3 is an exploded perspective view showing a rail support for installing the light on the concrete diagram according to an embodiment of the present invention.

도 4는 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 구성하는 서포트를 도시한 측단면도이다.Figure 4 is a side cross-sectional view showing the support constituting the rail support for erosion installation on the concrete diagram according to an embodiment of the present invention.

도 5은 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 구성하는 레일클램프를 도시한 사시도이다.5 is a perspective view showing a rail clamp constituting the rail support for installing the light on the concrete diagram according to an embodiment of the present invention.

도 6은 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대를 구성하는 도상고정구를 도시한 사시도이다.FIG. 6 is a perspective view illustrating the in-vehicle fixture that constitutes the rail support for installing the light on the concrete road according to the embodiment of the present invention. FIG.

[부호의 설명][Description of the code]

100: 콘크리트도상의 궤광 설치용 레일지지대 110: 서포트100: rail support for concrete installation on concrete road 110: support

111: 연결대 113,113': 연장대111: connecting rod 113,113 ': extension

114,114': 링크부재 115,115'134,154: 힌지공114,114 ': Link member 115,115'134,154: Hinge ball

116,116',135,155: 톱니 117: 길이조절부116,116 ', 135,155: tooth 117: length adjusting part

118: 길이조절너트부 119: 고정너트118: length adjusting nut part 119: fixing nut

130: 레일클램프 131: 베이스판130: rail clamp 131: base plate

132: 클램프결합부 136: 레일일측고정구132: clamp coupling portion 136: rail one side fixture

137: 레일타측고정구 138: 끼움홈137: rail lateral lock 138: fitting groove

150: 도상고정구 151: 안착부150: statue fixture 151: seating part

152: 일측지지부 153: 고정구결합부152: one side support 153: fastener coupling portion

156: 타측지지부 157: 체결공156: other support portion 157: fastening hole

158: 보강리브 159: 고정부재158: reinforcing rib 159: fixing member

200: 콘크리트도상 210: 측벽200: concrete diagram 210: side wall

230: 레일 250: 침목230: rail 250: sleeper

이하, 첨부된 도면을 참조하여 본 발명의 실시예를 설명하도록 한다.Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

먼저, 도 1에 도시된 바와 같이, 본 발명에서의 콘크리트도상(200)은 콘크리트도상(200)의 내부로 이물질이 유입되는 것을 방지하기 위해 콘크리트도상(200)의 양측의 각각에 콘크리트도상(200)의 바닥을 따라 대략 1m 가량의 높이로 측벽(210)을 형성한다.First, as shown in Figure 1, the concrete phase 200 in the present invention is a concrete phase 200 on each of both sides of the concrete phase 200 in order to prevent foreign matter from flowing into the interior of the concrete phase 200 The side wall 210 is formed to a height of about 1 m along the bottom of the).

한편, 콘크리트도상(200)에 설치되는 궤광은 철도차량의 전복을 방지하기 위해 곡선 부분에서는 한 쌍의 레일(230)이 서로 다른 높이를 가지도록 설치되고, 레일(230)이 서로 다른 높이를 가지도록 설치하기 위해 콘크리트도상의 궤광 설치용 레일지지대(100)로 레일(230)을 지지한 후 콘크리트를 궤광과 콘크리트도상(200) 사이에 타설하는 형태로 궤광을 콘크리트도상(200)에 시공한다.On the other hand, the erosion installed in the concrete phase 200 is installed so that the pair of rail 230 has a different height in the curved portion to prevent overturning of the railway vehicle, the rail 230 has a different height After the rail 230 is supported by the rail support 100 for installing the duct on the concrete road to install the concrete, the duct is installed on the concrete road 200 in the form of placing concrete between the path and the concrete road 200.

이때, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)를 사용하여 레일(230)의 위치를 설정하여 지지한다.At this time, by using the rail support 100 for installing the guide on the concrete diagram according to an embodiment of the present invention to set and support the position of the rail 230.

여기서, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 곡선구간뿐만 아니라, 직선구간에서도 레일(230)을 지지하기 위해 사용될 수 있음은 물론이고, 본 명세서에서의 궤광은 콘크리트도상(200)에서 레일(230)을 지지하는 침목(250)과 레일(230)을 결합한 조립체를 의미한다.Here, the rail support for rail installation 100 on the concrete diagram according to an embodiment of the present invention can be used to support the rail 230 in a straight section, as well as a curved section, of course, the deterioration in the present specification is concrete Refers to an assembly in which the sleepers 250 supporting the rails 230 and the rails 230 are coupled to the island 200.

도 2 내지 도 4에 도시된 바와 같이, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 서포트(110)를 포함할 수 있다.As shown in Figures 2 to 4, the rail support 100 for installing the rock on the concrete diagram according to an embodiment of the present invention may include a support (110).

이 서포트(110)는 레일(230)과 콘크리트도상(200)을 서로 연결하여 레일(230)을 지지하는 부재로서, 콘크리트도상(200)에서 가변적인 위치에 위치되는 레일(230)을 지지할 수 있도록 길이조절이 가능하게 구성된다.The support 110 is a member supporting the rail 230 by connecting the rail 230 and the concrete phase 200 to each other, and may support the rail 230 positioned at a variable position in the concrete phase 200. It is configured to be adjustable in length.

한편, 서포트(110)는 연결대(111)를 포함할 수 있다. 이 연결대(111)는 내부가 빈 통 형상의 막대로 형성될 수 있다.On the other hand, the support 110 may include a connecting table (111). The connecting rod 111 may be formed of a hollow cylindrical rod.

그리고, 서포트(110)의 중앙 부분에는 서포트(110)의 길이방향의 중앙의 축을 중심으로 회전시킬 수 있도록 손잡이(미도시)가 설치될 수 있는 손잡이공(미도시)이 형성될 수 있다. 이때, 손잡이는 막대형상으로 형성될 수 있으며, 손잡이는 손잡이공을 통해 연결대(111)를 관통하는 형태로 설치될 수 있다.In addition, a handle hole (not shown) may be formed at the central portion of the support 110 so that a handle (not shown) may be installed to rotate about a central axis in the longitudinal direction of the support 110. At this time, the handle may be formed in the shape of a rod, the handle may be installed in the form penetrating through the connecting rod 111 through the handle hole.

이때, 손잡이는 연결대(111)에 착탈 가능하게 결합되는 것은 물론이다.At this time, the handle is of course coupled to the detachable connecting 111.

서포트(110)는 연장대(113,113')를 포함할 수 있다. 이 연장대(113,113')는 연결대(111)의 둘레보다 작은 둘레를 가지는 막대형상으로 형성될 수 있으며, 연장대(113,113')는 연결대(111)의 양측에 삽입되어 연결대(111)에서 연결대(111)의 길이방향으로 슬라이딩 이동될 수 있다.The support 110 may include extensions 113 and 113 ′. The extensions 113 and 113 'may be formed in a rod shape having a circumference smaller than the circumference of the connecting rod 111, and the extension rods 113 and 113' are inserted into both sides of the connecting rod 111 so that the connecting rod 111 may be connected to the connecting rod 111. 111 can be slidably moved in the longitudinal direction.

한편, 연장대(113,113')의 외면에는 나사산이 형성될 수 있으며, 연결대(111)의 양측에 각각 위치되는 연장대(113,113')에는 서로 반대방향으로 회전하는 나사산을 가지도록 즉, 서로 대칭되는 형태의 나사산을 가지도록 구성될 수 있다.Meanwhile, threads may be formed on the outer surfaces of the extension members 113 and 113 ', and the extension members 113 and 113' positioned on both sides of the connecting member 111 may have threads that rotate in opposite directions, ie, are symmetrical to each other. It may be configured to have a thread of the form.

예컨대, 연결대(111)의 일측에 구비되는 연장대(113)는 왼쪽으로 회전하는 나사산이 형성되고, 연결대(111)의 타측에 구비되는 연장대(113')는 오른쪽으로 회전하는 나사산이 형성될 수 있다.For example, an extension 113 provided at one side of the connecting rod 111 may be formed with a screw thread rotating to the left side, and an extension 113 'provided at the other side of the connecting rod 111 may be formed with a screw thread rotating to the right side. Can be.

그리고, 연장대(113,113')에 형성되는 나사산은 그 단면이 사각형상으로 형성되는 사각 나사산일 수 있다. 여기서, 연장대(113,113')에 형성되는 나사산을 사각 나사산으로 형성할 경우, 강한 힘으로 체결할 수 있으며, 나사산과 나사산 사이에 먼지 또는 이물질이 끼이는 것을 방지할 수 있다.The threads formed on the extensions 113 and 113 ′ may be rectangular threads whose cross sections are formed in a quadrangular shape. Here, when the threads formed on the extension 113, 113 'to form a square thread, it can be fastened with a strong force, it is possible to prevent the dust or foreign matter caught between the thread and the thread.

한편, 각 연장대(113,113')의 외측 끝단에는 링크부재(114,114')가 각각 구비될 수 있다. 이 링크부재(114,114')는 연장대(113,113')에 나사체결되는 형태로 결합될 수 있으며, 각 링크부재(114,114')에는 힌지핀(HP)이 관통하는 힌지공(115,115')이 형성될 수 있다.Meanwhile, the link members 114 and 114 'may be provided at the outer ends of the extension parts 113 and 113', respectively. The link members 114 and 114 'may be coupled in a form of being screwed into the extensions 113 and 113', and each link member 114 and 114 'may have hinge holes 115 and 115' through which hinge pins HP are formed. Can be.

그리고, 링크부재(114,114')의 양측 면 또는 일측 면에는 삼각형상으로 형성되어 힌지공(115,115')을 중심으로 방사상으로 배열되는 톱니(116,116')가 각각 형성될 수 있다.In addition, teeth (116, 116 ') formed in a triangular shape and arranged radially around the hinge holes (115, 115') may be formed on both sides or one side of the link members (114, 114 '), respectively.

여기서, 힌지핀(HP)은 힌지공(115,115')을 관통하여 고정할 수 있는 볼트와 너트로 구현될 수 있다.Here, the hinge pin (HP) may be implemented as a bolt and nut that can be fixed through the hinge holes (115, 115 ').

서포트(110)는 길이조절부(117)를 포함할 수 있다. 이 길이조절부(117)는 연결대(111)에 삽입되는 연장대(113,113')의 길이를 조절할 수 있다.The support 110 may include a length adjusting unit 117. The length adjusting unit 117 can adjust the length of the extension (113, 113 ') inserted into the connecting rod (111).

한편, 길이조절부(117)는 길이조절너트부(118)와 고정너트(119)를 포함할 수 있다. 길이조절너트부(118)는 연결대(111)의 양끝단에 각각 구비될 수 있다.Meanwhile, the length adjusting part 117 may include a length adjusting nut part 118 and a fixing nut 119. Length adjusting nut portion 118 may be provided at both ends of the connecting rod 111, respectively.

그리고, 길이조절너트부(118)는 연장대(113,113')가 관통할 수 있으며, 길이조절너트부(118)의 내주 면에는 연장대(113,113')에 형성된 나사산과 대응되는 나사산이 형성되어 길이조절너트부(118)와 연장대(113,113')가 서로 나사체결될 수 있다.In addition, the length adjusting nut part 118 may extend through the extending rods 113 and 113 ', and a thread is formed on the inner circumferential surface of the length adjusting nut part 118 to correspond to the threads formed in the extension bands 113 and 113'. The adjustment nut part 118 and the extension 113 and 113 'may be screwed together.

이때, 길이조절너트부(118)는 연장대(113,113')와 나사체결되는 너트가 연결대(111)의 양측에 용접되는 형태로도 구성될 수 있으며, 연결대(111)의 양측단에 나사산을 형성하는 형태로도 구성될 수 있다.At this time, the length adjusting nut portion 118 may be configured in the form that the nuts to be screwed with the extension (113, 113 ') is welded to both sides of the connecting rod 111, and forms a screw thread on both ends of the connecting rod 111 It can also be configured in the form.

그리고, 고정너트(119)는 각 연장대(113,113')에 형성되는 나산산과 대응되는 나사산이 형성되어 각 연장대(113,113')에 나사체결될 수 있다.In addition, the fixing nut 119 is formed with a thread corresponding to the Nasan acid formed in each of the extensions 113 and 113 'and may be screwed into each of the extensions 113 and 113'.

여기서, 길이조절너트부(118)에 형성되는 나사산과 이와 대응되는 위치의 연장대(113,113')에 설치되는 고정너트(119)에 형성되는 나사산은 서로 반대되는 방향으로 회전되는 나사산으로 형성될 수 있다.Here, the thread formed on the length adjusting nut part 118 and the thread formed on the fixing nut 119 installed on the extension bars 113 and 113 'corresponding to the length of the adjusting nut part 118 may be formed as threads that rotate in opposite directions. have.

예컨대, 연결대(111)의 양측에 위치되는 연장대(113,113') 중 어느 하나의 연장대가 결합되는 길이조절너트부(118)에 형성되는 나사산이 오른쪽으로 회전하는 나사산으로 형성될 경우, 이와 대응되는 연장대에 결합되는 고정너트(119)에 형성되는 나사산은 왼쪽으로 회전하는 나사산으로 형성될 수 있다.For example, when a thread formed in the length adjusting nut part 118 to which one of the extensions 113 and 113 'positioned on both sides of the connecting rod 111 is coupled is formed as a thread that rotates to the right, The thread formed in the fixing nut 119 coupled to the extension may be formed as a thread rotating to the left.

이와 같이 구성되는 서포트(110)는 각 연장대(113,113')에 구비된 링크부재(114,114')가 고정된 상태에서, 연결대(111)의 손잡이공에 손잡이를 결합한 후 손잡이를 회전시키면, 손잡이와 함께 연결대(111)가 회전하고, 회전하는 연결대(111)에는 연장대(113,113')가 길이조절너트부(118)에 나사체결되기 때문에 연장대(113,113')가 연결대(111)의 길이방향으로 이동한다.The support 110 configured as described above is coupled to the handle hole of the connecting rod 111 in a state where the link members 114 and 114 'provided at each of the extensions 113 and 113' are fixed, and then the handle is rotated. Together, the connecting rod 111 rotates, and the extending rods 113 and 113 'are screwed to the length adjusting nut part 118 in the rotating connecting rod 111 in the longitudinal direction of the connecting rod 111. Move.

이때, 연결대(111)의 양측에 위치되는 연장대(113,113')는 서로 다른 방향으로 회전하는 나사산을 가지기 때문에 연결대(111)의 회전 방향에 따라, 연장대(113,113')가 연결대(111)의 양측에서 동시에 서로 멀어지도록 이동하여 길이가 늘어나거나, 서로 가까워져 길이가 줄어드는 형태로 서포트(110)의 길이를 조절할 수 있다.At this time, since the extension (113,113 ') located on both sides of the connecting rod 111 has a screw thread that rotates in different directions, the extension (113,113') of the connecting rod 111 according to the rotation direction of the connecting rod 111 The length of the support 110 can be adjusted in such a way that the length is increased by moving away from each other at the same time on both sides, or the length is reduced by getting closer to each other.

한편, 연결대(111)를 회전시켜 연장대(113,113')의 길이를 조절한 후, 각 연장대(113,113')에 결합된 고정너트(119)를 길이조절너트부(118)에 밀착되도록 회전시켜 이동시킴으로써, 서로 다른 방향으로 회전하는 길이조절너트부(118)와 고정너트(119)에 의해 연장대(113,113')가 연결대(111)에서 더 이상 회전하지 못하도록 고정시킬 수 있다.Meanwhile, after adjusting the lengths of the extensions 113 and 113 'by rotating the connecting rod 111, the fixing nuts 119 coupled to the respective extensions 113 and 113' are rotated to closely contact the length adjusting nut part 118. By moving, the extension rods 113 and 113 'by the length adjusting nut part 118 and the fixing nut 119 which rotate in different directions can be fixed so that it can no longer rotate in the connecting rod 111. FIG.

도 2 내지 도 3, 및 도 5에 도시된 바와 같이, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 레일클램프(130)를 포함할 수 있다. 이 레일클램프(130)는 연결대(111)의 일측에 구비되는 연장대(113)의 링크부재(114)에 결합되어 레일(230)을 파지할 수 있다.As shown in FIGS. 2 to 3 and 5, the rail support 100 for installation on concrete diagrams according to an embodiment of the present invention may include a rail clamp 130. The rail clamp 130 is coupled to the link member 114 of the extension 113 provided on one side of the connecting rod 111 may grip the rail 230.

한편, 레일클램프(130)는 링크부재(114)에서 상,하로 회전 가능하게 결합될 수 있으며, 레일클램프(130)는 베이스판(131), 레일일측고정구(136), 및 레일타측고정구(137)를 포함할 수 있다.On the other hand, the rail clamp 130 may be rotatably coupled up and down in the link member 114, the rail clamp 130 is the base plate 131, the rail one side fixture 136, and the other side fixture 137 ) May be included.

베이스판(131)은 판 형상으로 형성되어 레일(230)의 하단을 지지할 수 있으며, 베이스판(131)에는 상부로 돌출되어 링크부재(114)가 결합되는 클램프결합부(132)가 형성될 수 있다.The base plate 131 may be formed in a plate shape to support the lower end of the rail 230, and the base plate 131 may have a clamp coupling part 132 protruding upward to be coupled to the link member 114. Can be.

클램프결합부(132)에는 힌지핀(HP)이 관통하는 힌지공(134)이 형성되어 클램프결합부(132)와 링크부재(114)가 겹쳐진 상태에서 힌지핀(HP)이 링크부재(114)의 힌지공(115)과 클램프결합부(132)의 힌지공(134)을 함께 관통하는 형태로 설치되어 레일클램프(130)가 연장대(113)에서 상,하로 회전가능하게 결합될 수 있다.A hinge hole 134 through which the hinge pin HP penetrates is formed in the clamp coupling portion 132 so that the hinge pin HP is connected to the link member 114 while the clamp coupling portion 132 and the link member 114 overlap. The hinge hole 115 and the clamp coupling portion 132 of the hinge hole 134 of the through-hole are installed together to be installed so that the rail clamp 130 can be rotatably coupled up and down in the extension 113.

이때, 링크부재(114)와 클램프결합부(132)가 서로 맞닿는 클램프결합부(132)의 면에는 링크부재(114)에 형성된 톱니(116)와 대응되는 형상의 톱니(135)가 형성되어 링크부재(114)에 형성된 톱니(116)와 클램프결합부(132)에 형성된 톱니(135)가 서로 맞물리는 형태로 클램프결합부(132)와 링크부재(114)가 서로 결합될 수 있다.At this time, the link member 114 and the clamp coupling portion 132 is formed on the surface of the clamp coupling portion 132 in contact with each other teeth 135 of the shape corresponding to the teeth 116 formed on the link member 114 is formed link The clamp coupling portion 132 and the link member 114 may be coupled to each other in such a manner that the teeth 116 formed on the member 114 and the teeth 135 formed on the clamp coupling portion 132 are engaged with each other.

이와 같이, 링크부재(114)와 클램프결합부(132)가 톱니가 서로 맞물리는 형태로 결합되어 서포트(110)에서 레일클램프(130)의 지지력을 향상시킬 수 있을 뿐만 아니라, 서포트(110)에서 레일클램프(130)의 회전 각도를 용이하게 조절할 수 있다.As such, the link member 114 and the clamp coupling portion 132 are coupled in a form in which teeth are engaged with each other to improve the supporting force of the rail clamp 130 at the support 110, as well as at the support 110. The rotation angle of the rail clamp 130 can be easily adjusted.

한편, 클램프결합부(132)는 실시예에서와 같이, 한 쌍이 서로 이격되어 나란하게 배치되는 상태로 베이스판(131)에 구비될 수 있으며, 한 쌍의 클램프결합부(132)의 사이에 링크부재(114)가 삽입되어 힌지핀(HP)에 의해 서로 결합되는 형태로도 구성될 수 있다.On the other hand, as in the embodiment, the clamp coupling portion 132 may be provided on the base plate 131 in a state in which the pair is spaced apart from each other and arranged side by side, the link between the pair of clamp coupling portion 132 The member 114 may be inserted and coupled to each other by a hinge pin HP.

그리고, 레일일측고정구(136)는 베이스판(131)에 구비되어 베이스판(131)과 함께 레일(230)의 일측 하단이 끼워지는 끼움홈(138)을 형성할 수 있으며, 이 끼움홈(138)에 레일(230)의 일측 하단이 끼워지는 형태로 레일(230)을 고정할 수 있다.In addition, the rail one side fixing tool 136 may be provided in the base plate 131 to form a fitting groove 138 in which one side lower end of the rail 230 is fitted together with the base plate 131, and the fitting groove 138 is provided. The lower end of one side of the rail 230 is inserted into the rail 230 can be fixed.

또한, 레일타측고정구(137)는 레일일측고정구(136)와는 서로 대칭되는 형상로 베이스판(131)에 구비될 수 있으며, 베이스판(131)과 함께 레일(230)의 타측 하단이 끼워지는 끼움홈(138)을 형성할 수 있으며, 이 끼움홈(138)에 레일(230)의 타측 하단이 끼워지는 형태로 레일(230)을 고정할 수 있다.In addition, the rail-side fastener 137 may be provided on the base plate 131 in a shape symmetrical with each other the rail one-side stopper 136, the bottom of the other side of the rail 230 together with the base plate 131 is fitted The groove 138 may be formed, and the rail 230 may be fixed to the fitting groove 138 in a form in which the other lower end of the rail 230 is fitted.

이때, 레일일측고정구(136)와 레일타측고정구(137) 중 어느 하나는 베이스판(131)에 착탈 가능하게 결합되어 레일(230)의 일측 하단 또는 레일(230)의 타측 하단을 끼움홈(138)에 끼운 상태에서 레일일측고정구(136) 또는 레일타측고정구(137)를 베이스판(131)에 결합하는 형태로 레일클램프(130)을 레일(230)에 고정할 수 있다.At this time, any one of the rail one side fixture 136 and the other side fixture 137 is detachably coupled to the base plate 131 to fit the bottom of one side of the rail 230 or the other bottom of the rail 230 fitting groove 138 ), The rail clamp 130 may be fixed to the rail 230 in a form of coupling the rail one side fixture 136 or the other side fixture 137 to the base plate 131.

도 2 내지 도 3, 및 도 6에 도시된 바와 같이, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 도상고정구(150)를 포함할 수 있다.As shown in Figures 2 to 3, and 6, the rail support for rail installation 100 on the concrete diagram according to an embodiment of the present invention may include a phase fixing 150.

이 도상고정구(150)는 레일(230) 파지한 레일클램프(130)가 결합된 서포트(110)를 콘크리트도상(200)에서 지지할 수 있다.The ball fixture 150 may support the support 110 to which the rail clamp 130 held by the rail 230 is coupled in the concrete phase 200.

한편, 도상고정구(150)는 콘크리트도상(200)의 측벽(210)의 상단에 걸쳐지는 형태로 서포트(110)를 지지할 수 있으며, 도상고정구(150)는 안착부(151), 일측지지부(152), 및 타측지지부(156)를 포함할 수 있다.On the other hand, the statue fixture 150 may support the support 110 in the form spanning the upper end of the side wall 210 of the concrete phase 200, the statue fixture 150 is a mounting portion 151, one side support ( 152, and the other side support 156.

안착부(151)는 판 형상으로 형성될 수 있으며, 콘크리트도상(200)의 측벽(210)의 상단에 안착될 수 있다.The seating part 151 may be formed in a plate shape, and may be seated on an upper end of the sidewall 210 of the concrete drawing 200.

그리고, 일측지지부(152)는 판 형상으로 안착부(151)의 일측에서 절곡되는 형태로 하향 연장되어 측벽(210)의 일측면을 지지하며, 일측지지부(152)의 외측 면으로는 연결대(111)의 타측에 구비된 연장대(113')의 링크부재(114')가 회전 가능하게 결합되는 고정구결합부(153)가 구비될 수 있다.In addition, the one side support portion 152 extends downward in a form bent at one side of the seating portion 151 in a plate shape to support one side surface of the side wall 210, and the connection table 111 as an outer side surface of the one side support portion 152. Fixture coupling portion 153 is rotatably coupled to the link member 114 'of the extension 113' provided on the other side of the).

이 고정구결합부(153)는 일측지지부(152)에서 돌출되고 그 중앙에는 힌지공(154)이 형성될 수 있으며, 고정구결합부(153)은 링크부재(114')와 겹쳐져 힌지핀(HP)이 고정구결합부(153)의 힌지공(154)과 링크부재(114')의 힌지공(115')을 함께 관통하는 형태로 연장대(113')에서 도상고정구(150)가 상,하로 회전 가능하게 결합될 수 있다.The fastener coupling part 153 may protrude from one side support part 152 and a hinge hole 154 may be formed at the center thereof, and the fastener coupling part 153 may overlap the link member 114 'and hinge pin HP. In the form of penetrating the hinge hole 154 of the fastener coupling part 153 and the hinge hole 115 'of the link member 114' together, the in-vehicle fixture 150 rotates up and down in the extension 113 '. Possibly combined.

이때, 고정구결합부(153)는 한 쌍이 서로 이격되어 나란하게 배치될 수 있으며, 한 쌍의 고정구결합부(153)의 사이에 링크부재(114')가 삽입되어 힌지핀(HP)이 한 쌍의 고정구결합부(153)에 형성된 힌지공(154) 및 링크부재(114')의 힌지공(115')을 함께 관통하는 형태로 고정구결합부(153)와 링크부재(114,114')가 서로 결합될 수 있다.In this case, the fastener coupling part 153 may be arranged side by side with one pair spaced apart from each other, the link member 114 'is inserted between the pair of fastener coupling portion 153, a pair of hinge pins (HP) The fixture coupling portion 153 and the link members 114 and 114 'are coupled to each other in a manner that penetrates the hinge hole 154 and the hinge hole 115' of the link member 114 'formed in the fixture coupling portion 153 of the same. Can be.

여기서, 일측지지부(152)는 콘크리트도상(200)의 측벽(210) 중에서 레일(230)을 바라보는 콘크리트도상(200)의 측벽(210)의 일측면을 지지할 수 있다.Here, the one side support 152 may support one side of the side wall 210 of the concrete phase 200 facing the rail 230 among the side walls 210 of the concrete phase 200.

그리고, 고정구결합부(153)와 링크부재(114')가 서로 접촉하는 각각의 면에는 삼각형상으로 형성되어 각 힌지공(115',154)을 중심으로 방사상으로 배치되는 톱니(116',155)가 형성될 수 있다.In addition, the teeth 116 'and 155 are formed in a triangle shape on the surfaces of the fixture coupling portion 153 and the link member 114' contacting each other and disposed radially around the hinge holes 115 'and 154. ) May be formed.

고정구결합부(153)와 링크부재(114')가 서로 접촉하는 면에 톱니(116',155)가 형성되어 서로 결합됨으로써, 서포트(110)에서 도상고정구(150)의 지지력을 견고히 할 수 있을 뿐만 아니라, 서포트(110)에서 도상고정구(150)의 각도를 용이하게 조절할 수 있다.The teeth 116 ′ and 155 are formed on the surface where the fastener coupler 153 and the link member 114 ′ contact each other and are coupled to each other, thereby supporting the support force of the in-vehicle fixture 150 in the support 110. In addition, it is possible to easily adjust the angle of the statue fixture 150 in the support 110.

타측지지부(156)는 판 형상으로 형성되어 안착부(151)에서 일측지지부(152)가 구비되는 반대방향의 끝단 즉, 안착부(151)의 타측에서 절곡되는 형태로 하향 연장되어 측벽(210)의 타측면을 지지할 수 있다.The other side support part 156 is formed in a plate shape and extends downward in the form of being bent at the other end of the opposite direction in which the one side support part 152 is provided from the seating part 151, that is, the seating part 151. It can support the other side of).

한편, 타측지지부(156)와 일측지지부(152)의 사이 거리는 측벽(210)의 두께와 같거나 더 크게 형성될 수 있다.Meanwhile, the distance between the other support part 156 and the one side support part 152 may be greater than or equal to the thickness of the side wall 210.

도상고정구(150)는 고정부재(159)를 포함할 수 있다. 이 고정부재(159)는 콘크리트도상(200)의 측벽(210)에 안착된 도상고정구(150)를 콘크리트도상(200)의 측벽(210)에 고정시킬 수 있다.The statue fixture 150 may include a fixing member 159. The fixing member 159 may fix the island fixture 150 seated on the side wall 210 of the concrete phase 200 to the side wall 210 of the concrete phase 200.

한편, 고정부재(159)는 외면에 나사산이 형성될 수 있으며, 일측지지부(152) 또는 타측지지부(156)에는 고정부재(159)의 나사산과 나사체결될 수 있는 나사산이 형성된 체결공(157)이 형성되어 이 체결공(157)에 고정부재(159)가 나사체결되는 형태로 도상고정구(150)를 측벽(210)에 고정할 수 있다.On the other hand, the fixing member 159 may be a thread formed on the outer surface, the fastening hole 157 is formed with a screw thread that can be screwed with the screw thread of the fixing member 159 in one support 152 or the other support 156 ) Is formed to secure the in-vehicle fastener 150 to the side wall 210 in a form that the fastening member 159 is screwed to the fastening hole 157.

이때, 고정부재(159)는 타측지지부(156) 또는 일측지지부(152)의 외측에서 나사체결되며, 체결공(157)을 관통하여 나사체결된 고정부재(159)의 끝단이 측벽(210)에 지지되는 형태로 고정부재(159)가 타측지지부(156) 또는 일측지지부(152)와 함께 측벽(210)을 지지하는 형태로 도상고정구(150)를 측벽(210)에 고정할 수 있다.At this time, the fixing member 159 is screwed on the outer side of the other support portion 156 or one side support portion 152, the end of the fixing member 159 screwed through the fastening hole 157 is the side wall 210 The fixing member 159 may be fixed to the side wall 210 in a form in which the fixing member 159 supports the side wall 210 together with the other supporting part 156 or the one side supporting part 152.

실시예에서의 고정부재(159)는 타측지지부(156)에 체결공(157)을 형성하고, 이 체결공(157)에 고정부재(159)가 고정되도록 구성하였다.The fixing member 159 in the embodiment is configured to form a fastening hole 157 in the other support portion 156, the fixing member 159 is fixed to the fastening hole 157.

도상고정구(150)는 보강리브(158)를 포함할 수 있다. 보강리브(158)는 도상고정구(150)의 강성을 보강할 수 있다.The statue fixture 150 may include a reinforcing rib 158. The reinforcing rib 158 may reinforce the rigidity of the ball stopper 150.

한편, 보강리브(158)는 안착부(151), 타측지지부(156), 및 일측지지부(152)의 외측 면의 둘레에서 서로 연결하는 형태로 외측으로 돌출되는 형태로 형성될 수 있으며, 보강리브(158)는 도상고정구(150)에 서로 이격되도록 복수 개가 형성될 수 있다.On the other hand, the reinforcing rib 158 may be formed in the form of protruding to the outside in the form of connecting to each other around the outer surface of the seating portion 151, the other side support portion 156, and one side support portion 152, The rib 158 may be formed in plural to be spaced apart from each other in the inlet fitting 150.

이상에서 설명한 각 구성 간의 작용과 효과를 설명한다.The operation and effects between the components described above will be described.

본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 먼저, 콘크리트도상(200)을 시공하고, 콘크리트도상(200)에 침목(250)을 배열한다. 그리고, 침목(250)의 상부에 레일(230)을 배치하여 침목(250)과 레일(230)을 결합하는 형태로 궤광을 제작한다.Rail support 100 for the installation of the light on the concrete diagram according to an embodiment of the present invention, first, construct the concrete phase 200, and arrange the sleepers 250 in the concrete phase 200. Then, the rail 230 is disposed on the upper part of the sleeper 250 to manufacture the guide in the form of coupling the sleeper 250 and the rail 230.

이때, 침목(250)과 레일(230)을 결합하기 전 레일(230)의 위치를 선정한 후, 레일(230)을 고정하기 위해 레일(230)에 콘크리트도상의 궤광 설치용 레일지지대(100)를 복수 개 설치하여 지지한다.At this time, after the position of the rail 230 before the sleeper 250 and the rail 230 are coupled, the rail support 100 for installing the duct on the concrete diagram is fixed to the rail 230 to fix the rail 230. Install and support

여기서, 궤광을 조립하기 위해 한 쌍의 레일(230)의 사이에는 한 쌍의 레일(230)의 사이 간격을 일정하게 유지시키는 막대형상의 간격유지구(270)를 설치하고, 콘크리트도상(200)의 측벽(210)과 측벽(210)과 인접한 레일(230)의 사이에는 콘크리트도상의 궤광 설치용 레일지지대(100)를 설치하는 형태로 레일(230)을 지지한다(도 1 참조).Here, in order to assemble the erosion, between the pair of rails 230 is provided with a rod-shaped gap maintaining 270 for maintaining a constant gap between the pair of rails 230, the concrete phase 200 The rail 230 is supported between the side wall 210 and the side wall 210 and the adjacent rail 230 in the form of installing the rail support 100 for installing concrete on concrete (see FIG. 1).

한편, 콘크리트도상의 궤광 설치용 레일지지대(100)는 서포트(110), 더 구체적으로는 연결대(111)의 양측에는 각각 연장대(113,113')가 결합되고, 각 연장대(113,113')의 끝단에는 링크부재(114,114')가 결합된다.On the other hand, the rail support 100 for installing the duct on the concrete road is supported by the support 110, more specifically, both sides of the connecting rod 111, the extension 113, 113 'are respectively coupled to the ends of each of the extension 113, 113' Link members 114 and 114 'are coupled.

이때, 연결대(111)의 양측단에는 길이조절부(117)를 구성하는 길이조절너트부(118)가 구비되어 연장대(113,113')에 형성된 나사산이 길이조절너트부(118)에 형성된 나사산에 나사체결되는 형태로 서로 나사체결되며, 각각의 연장대(113,113')에는 고정너트(119)가 연장대(113,113')에 나사체결된다.At this time, both ends of the connecting rod 111 is provided with a length adjusting nut part 118 constituting the length adjusting part 117, the thread formed on the extension (113, 113 ') is formed on the thread formed on the length adjusting nut part 118 Screwed to each other in the form of screwing, the fixing nut 119 is screwed to the extension (113, 113 ') for each extension (113,113').

그리고, 연결대(111)에 일측에 결합된 연장대(113)의 링크부재(114)에는 힌지핀(HP)이 링크부재(114)의 힌지공(115)과 레일클램프(130)에 구비된 클램프결합부(132)의 힌지공(134)을 관통하는 형태로 연장대(113)에 레일클램프(130)가 결합된다.In addition, a hinge pin HP is provided at the link member 114 of the extension 113 coupled to one side of the connecting rod 111, and the clamp is provided at the hinge hole 115 and the rail clamp 130 of the link member 114. The rail clamp 130 is coupled to the extension 113 in a form penetrating through the hinge hole 134 of the coupling portion 132.

또한, 연결대(111)의 타측에 결합된 연장대(113')의 링크부재(114')에는 또 다른 힌지핀(HP)이 링크부재(114')의 힌지공(115')과 도상고정구(150)에 구비된 고정구결합부(153)의 힌지공(154)을 관통하는 형태로 연장대(113')에 도상고정구(150)가 결합된다.In addition, another hinge pin HP is connected to the hinge member 115 'of the link member 114' in the link member 114 'of the extension 113' coupled to the other side of the connecting rod 111. The inlet fixture 150 is coupled to the extension 113 ′ in a form penetrating through the hinge hole 154 of the fastener coupling part 153 provided in the 150.

여기서, 각 링크부재(114,114')와 클램프결합부(132) 및 고정구결합부(153)가 접촉하는 면에는 톱니(116,116',135,155)가 형성되어 각 링크부재(114,114')와 클램프결합부(132) 및 고정구결합부(153)는 톱니(116,116',135,155)가 서로 맞물리는 형태로 결합된다.Here, teeth (116, 116 ', 135, 155) are formed on the surface where the link members (114, 114'), the clamp coupling portion 132 and the fastener coupling portion 153 contact each link member 114, 114 'and the clamp coupling portion ( 132 and the fastener coupling portion 153 is coupled in a form in which the teeth 116, 116 ', 135, 155 are engaged with each other.

이렇게 구성된 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 연결대(111)의 손잡이공에 손잡이를 끼운 후 손잡이를 이용하여 연결대(111)를 회전시켜 콘크리트도상의 궤광 설치용 레일지지대(100)가 측벽(210)과 레일(230)을 연결할 수 있는 길이로 서포트(110)의 길이를 조절한다.The rail support for rail installation 100 according to the embodiment of the present invention configured as described above is fitted to the handle hole of the connecting rod 111 and then rotate the connecting rod 111 by using the handle rail support for rail mounting for concrete installation 100 adjusts the length of the support 110 to a length that can connect the side wall 210 and the rail 230.

이때, 연결대(111)는 양측의 연장대(113,113')와 길이조절너트부(118)에 의해 서로 나사체결되기 때문에 연결대(111)의 회전 방향에 따라 연결대(111)에 결합된 연장대(113,113')의 길이가 서로 가까워지거나 멀어지는 형태로 서포트(110)의 길이가 조절된다.At this time, since the connecting rod 111 is screwed together by the extension bars 113 and 113 'and the length adjusting nut part 118 on both sides, the extension bars 113 and 113 coupled to the connecting rod 111 according to the rotation direction of the connecting rod 111. ') The length of the support 110 is adjusted in such a way that the length of the closer or farther each other.

이 상태에서 클램프결합부(132)에 레일(230)을 결합하기 위해 베이스판(131)을 레일(230)의 하부에 위치시킨 상태에서 레일일측고정구(136)의 끼움홈(138)에 레일(230)의 일측 하단을 끼우고, 그 반대방향에 레일(230)의 타측 하단이 레일타측고정구(137)의 끼움홈(138)에 끼워지도록 레일타측고정구(137)를 베이스판(131)에 결합시키는 형태로 레일클램프(130)를 레일(230)에 결합한다.In this state, in order to couple the rail 230 to the clamp coupling portion 132, the base plate 131 is positioned in the lower portion of the rail 230 in the fitting groove 138 of the rail one side fixture 136 Fitting the lower end of one side of the 230, and the other side lower end of the rail 230 in the opposite direction is coupled to the base plate 131 so that the other side lower end fitting 137 is fitted into the fitting groove 138 of the other side fixing fixture 137 The rail clamp 130 is coupled to the rail 230 in the form to be.

그리고, 서포트(110)에서 레일클램프(130)가 결합된 반대방향의 연장대(113')에 구비된 도상고정구(150)를 콘크리트도상(200)의 측벽(210)에 안착시킨다.In addition, the support 110 is seated on the side wall 210 of the concrete drawing 200, the island fixture 150 provided in the extension 113 'in the opposite direction coupled to the rail clamp 130.

이때, 도상고정구(150)의 안착부(151)가 측벽(210)의 상단에 안착되도록 일측지지부(152)와 타측지지부(156)의 사이로 측벽(210)이 삽입되는 형태로 도상고정구(150)를 측벽(210)에 안착시킨다.At this time, the mounting fixture 151 in the form that the side wall 210 is inserted between the one side support portion 152 and the other side support portion 156 so that the seating portion 151 of the in-situ fixture 150 is seated on the upper end of the side wall 210. ) Is seated on the sidewall 210.

그리고, 도상고정구(150), 더 구체적으로는 타측지지부(156)에 형성된 체결공(157)에 고정부재(159)를 체결하여 도상고정구(150)를 측벽(210)에 고정한다.The fastener 150 is fastened to the sidewall 210 by fastening the fixing member 159 to the fastening hole 157 formed in the other side support part 156.

한편, 레일(230)의 정확한 위치를 설정하기 위해 다시 한번, 손잡이를 이용하여 연결대(111)를 회전시키는 형태로 서포트(110)의 길이를 조절하고, 서포트(110)의 길이조절이 마무리되면, 연결대(111)에 결합된 연장대(113,113')를 고정시키기 위해 각 연장대(113,113')에 구비된 고정너트(119)를 각 길이조절너트부(118)가 위치된 방향으로 회전시켜 이동시키는 형태로 서포트(110)를 고정한다.On the other hand, once again in order to set the correct position of the rail 230, by adjusting the length of the support 110 in the form of rotating the connecting rod 111 by using a handle, when the length adjustment of the support 110 is finished, In order to fix the extensions 113 and 113 'coupled to the connecting rod 111, the fixing nuts 119 provided in each of the extensions 113 and 113' are rotated in the direction in which the length adjusting nut portions 118 are positioned. Fix the support 110 in the form.

그리고, 레일(230)의 위치에 따라 서포트(110)에 결합된 레일클램프(130)와 도상고정구(150)의 회전각도를 조절하여 힌지핀(HP)을 각 링크부재(114,114')에 완벽히 체결하는 형태로 레일(230)의 위치를 교정한다.And, according to the position of the rail 230, the hinge clamp (HP) is fastened to each link member (114, 114 ') by adjusting the rotation angle of the rail clamp (130) and the drawing fixture (150) coupled to the support (110). Correct the position of the rail 230 in the form.

여기서, 각 링크부재(114,114')와 연결되는 레일클램프(130)와 도상고정구(150)는 서로 접촉하는 면에 톱니(116,116',135,155)가 형성되어 서로 결합되기 때문에 링크부재(114,114')에서 레일클램프(130) 및 도상고정구(150)를 회전 시 각 톱니(116,116',135,155)가 서로 넘나드는 형태로 맞물려, 정확한 회전 각도의 조절 및 서로 간의 지지력을 견고히 할 수 있다.Here, the rail clamp 130 and the drawing fixture 150 connected to each link member (114, 114 ') is formed in the contact surface with the teeth (116, 116', 135, 155) is formed in the link members 114, 114 ' When the rail clamp 130 and the drawing fixture 150 are rotated, the teeth 116, 116 ′, 135, and 155 are engaged with each other so as to cross each other, so that the correct rotation angle and the support force between each other can be firmly established.

이와 같이, 레일(230)의 위치가 설정되면 침목(250)과 레일(230)을 체결하여 궤광을 제작하고, 궤광의 주변 둘레에 거푸집(미도시)을 설치하여 콘크리트를 타설하고 양생하는 형태로 궤광을 콘크리트도상(200)에 시공하며, 궤광의 시공 후, 거푸집, 간격이격대(270) 및 콘크리트도상의 궤광 설치용 레일지지대(100)를 철거하는 형태로 레일(230)의 시공을 완료한다.As such, when the position of the rail 230 is set, the sleeper 250 and the rail 230 are fastened to produce a pit, and a formwork (not shown) is installed around the pit to form and cure concrete. Construction of the ducts on the concrete phase 200, and after the construction of the erosion, the construction of the rail 230 in the form of removing the formwork, the spacing 270 and the rail support 100 for the erosion installation on the concrete phase.

따라서, 본 발명의 실시예에 따른 콘크리트도상의 궤광 설치용 레일지지대(100)는 도상고정구(150)를 측벽(210)에 지지하여 종래와 같이 레일지지대를 설치하기 위한 앵커볼트의 설치를 배제함으로써, 콘크리트도상(200)의 파손을 방지할 수 있으며, 콘크리트도상의 궤광 설치용 지지대를 신속하고 용이하게 설치할 수 있을 뿐만 아니라, 작업에 소요되는 인력을 최소화하여 시공비용을 낮출 수 있다.Therefore, the rail support for rail installation 100 on the concrete road according to an embodiment of the present invention by supporting the phase fixing device 150 on the side wall 210 to exclude the installation of the anchor bolt for installing the rail support as in the prior art, It is possible to prevent breakage of the concrete phase 200, and can not only quickly and easily install the support for installing the erosion on the concrete phase, but also to minimize the manpower required for the work can lower the construction cost.

또한, 서포트(110)가 연결되는 도상고정구(150) 및 레일클램프(130)가 방사상으로 형성되는 톱니(116,116',135,155)가 맞물리는 형태로 결합되어 레일을 정확한 각도의 조절할 수 있으며, 레일의 지지력을 향상시켜 레일의 설정된 위치의 변형을 방지할 수 있다.In addition, the support 110 is connected to the in-vehicle fixture 150 and the rail clamp 130 is formed in the form of meshing teeth (116, 116 ', 135, 155) is radially coupled to adjust the rail of the correct angle, The bearing force can be improved to prevent deformation of the set position of the rail.

이상에서 본 발명의 실시예를 설명하였으나, 본 발명의 권리범위는 이에 한정되지 아니하며 본 발명의 실시예로부터 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에 의해 용이하게 변경되어 균등한 것으로 인정되는 범위의 모든 변경 및 수정을 포함한다.Although the embodiments of the present invention have been described above, the scope of the present invention is not limited thereto, and the present invention is easily changed and equivalent to those of ordinary skill in the art to which the present invention pertains. Includes all changes and modifications to the scope of the matter.

철도관련 산업분야에 이용가능성이 있다.Applicable to the railway industry.

Claims (8)

내부가 빈 막대형상으로 형성되는 연결대,Connecting rod formed inside the hollow bar shape, 상기 연결대의 길이가 연장되도록 외면에 나사산이 형성되어 상기 연결대의 양측에 각각 삽입되고 링크부재가 끝단에 구비되는 연장대, 및Extension threads are formed on the outer surface to extend the length of the connecting rod is inserted into both sides of the connecting rod and the link member is provided at the end, and 상기 연결대의 양단에 구비되어 상기 연결대에서 상기 연장대의 삽입되는 길이를 조절하는 길이조절부를 포함하는 서포트;Supports provided on both ends of the connecting rod including a length adjusting unit for adjusting the insertion length of the extension in the connecting rod; 상기 연결대의 일측에 구비되는 상기 연장대의 링크부재에 상,하로 회전가능하게 결합되어 레일을 파지하는 레일클램프; 및A rail clamp coupled to the link member of the extension part provided on one side of the connecting part so as to be rotatable up and down to hold a rail; And 상기 연결대의 타측에 구비되는 상기 연장대의 링크부재에 상,하로 회전 가능하게 결합되어 콘크리트도상의 측벽의 상단에 걸쳐지는 형태로 상기 서포트를 지지하는 도상고정구;를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.A diagrammatic fixture comprising: a ballast which supports the support in such a way that it is rotatably coupled to the link member of the extension provided on the other side of the connecting rod and spans the upper end of the sidewall of the concrete diagram; Rail support for rail mounting. 제1항에 있어서,The method of claim 1, 상기 도상고정구는The inlet fixture 상기 측벽의 상단에 안착되는 안착부,A seating part seated on an upper end of the side wall; 상기 안착부의 일측 끝단에서 하향 절곡되어 상기 측벽의 일측 면에 지지되고 상기 링크부재가 결합되는 고정구결합부를 구비한 일측지지부, 및One side supporting part having a fixture coupling part to be bent downward at one end of the seating part and supported on one side of the side wall and to which the link member is coupled; and 상기 안착부의 타측 끝단에서 하향 절곡되어 상기 측벽의 타측 면에 지지되는 타측지지부를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.A rail support for concrete installation on the concrete road, characterized in that it comprises the other side support portion bent downward from the other end of the seating portion is supported on the other side of the side wall. 제2항에 있어서,The method of claim 2, 상기 도상고정구는The inlet fixture 상기 안착부, 상기 일측지지부, 및 상기 타측지지부를 연결하는 형태로 외측으로 돌출되어 상기 도상고정구의 강성을 보강하는 보강리브를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.Rail mounting bracket for concrete installation on the concrete road, characterized in that it comprises a reinforcing rib protruding outward in the form of connecting the seating portion, the one side support portion, and the other side support portion to reinforce the rigidity of the in-vehicle fixture. 제2항에 있어서,The method of claim 2, 상기 도상고정구는The inlet fixture 상기 일측지지부 또는 상기 타측지지부의 어느 하나를 관통하여 상기 측벽에 상기 도상고정구를 고정하는 고정부재를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.And a fixing member for penetrating either one of the one side support portion and the other side support portion to fix the in-vehicle fixture on the side wall. 제1항에 있어서,The method of claim 1, 상기 길이조절부는The length adjustment unit 상기 연결대에 결합되어 상기 연장대와 나사체결되도록 나사산이 형성되는 길이조절너트부, 및A length adjusting nut portion coupled to the connecting rod to form a screw thread so as to be screwed with the extension; 상기 연결대에서 상기 길이조절너트부와는 서로 반대되도록 회전하는 나사산이 형성되어 상기 연결대에 나사체결되는 고정너트를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대The rail support for installing the rail on the concrete road, characterized in that the screw thread is formed to be rotated to be opposite to the length adjustment nut portion in the connecting rod is screwed to the connecting rod. 제1항에 있어서,The method of claim 1, 상기 연결대에 형성되는 나사산은Thread formed on the connecting rod is 사각 나사산인 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.Rail support for installation on the concrete road, characterized in that the square thread. 제1항에 있어서,The method of claim 1, 상기 레일클램프 및 상기 도상고정구와 서로 결합되는 각각의 상기 링크부재의 서로 접촉하는 면에는 상,하의 회전 각도조절이 용이하도록 회전 중심을 중심으로 방사상으로 형성된 톱니가 형성되는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.On the surface of each of the link members coupled to each other and the rail clamp and the in-vehicle fixture, the teeth are formed radially around the center of rotation to facilitate the adjustment of the upper and lower rotation angles Rail support for rail mounting. 제1항에 있어서,The method of claim 1, 상기 레일클램프는The rail clamp is 상기 레일의 하단을 지지하고 상기 링크부재에 회전가능하게 결합되는 클램프결합부를 구비한 베이스판,A base plate supporting a lower end of the rail and having a clamp coupling part rotatably coupled to the link member; 상기 베이스판에 구비되어 상기 레일의 일측이 고정되는 일측레일고정부, 및One side rail fixing portion provided on the base plate is fixed to one side of the rail, and 상기 베이스판에 착탈가능하게 구비되어 상기 레일의 타측을 고정하며 타측레일고정부를 포함하는 것을 특징으로 하는 콘크리트도상의 궤광 설치용 레일지지대.Removably provided on the base plate fixed to the other side of the rail and the rail support for installing the guide on the concrete road, characterized in that it comprises the other side rail fixing part.
PCT/KR2013/007427 2012-08-20 2013-08-19 Rail supporter for installing track assembly on concrete track-bed Ceased WO2014030891A1 (en)

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KR20090021510A (en) * 2007-08-27 2009-03-04 삼표이앤씨 주식회사 Concrete rail rail support
KR101114443B1 (en) * 2011-03-23 2012-02-24 강남훈 Construction method of concrete direct track using auxiliary guide

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019047301A1 (en) * 2017-09-07 2019-03-14 朱秀青 Press bar extension device for track slab for use with self-compacting concrete
CN111691246A (en) * 2020-06-04 2020-09-22 中交一公局集团有限公司 Structure is adjusted to road surface paver track support
CN111691247A (en) * 2020-06-04 2020-09-22 中交一公局集团有限公司 Multi-point supporting and adjusting structure for track of road paver

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KR20140024638A (en) 2014-03-03
KR101439527B1 (en) 2014-09-15

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