WO2010062084A2 - Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same - Google Patents

Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same Download PDF

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Publication number
WO2010062084A2
WO2010062084A2 PCT/KR2009/006871 KR2009006871W WO2010062084A2 WO 2010062084 A2 WO2010062084 A2 WO 2010062084A2 KR 2009006871 W KR2009006871 W KR 2009006871W WO 2010062084 A2 WO2010062084 A2 WO 2010062084A2
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WO
WIPO (PCT)
Prior art keywords
composite
cheolgolbo
shaped connector
locker
web
Prior art date
Application number
PCT/KR2009/006871
Other languages
French (fr)
Korean (ko)
Other versions
WO2010062084A3 (en
Inventor
강경인
조훈희
이웅균
신윤석
최희복
진일권
김태훈
김주헌
Original Assignee
고려대학교 산학협력단
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Filing date
Publication date
Application filed by 고려대학교 산학협력단 filed Critical 고려대학교 산학협력단
Publication of WO2010062084A2 publication Critical patent/WO2010062084A2/en
Publication of WO2010062084A3 publication Critical patent/WO2010062084A3/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2409Hooks, dovetails or other interlocking connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2469Profile with an array of connection holes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements
    • E04B2001/389Brackets

Definitions

  • the present invention relates to a steel golbo assembly work in the construction environment of the center of gravity, more specifically, one end is fastened and fixed to the steel pillars and the other free end is formed to have a constant inclination so that the lower flange is longer than the upper flange
  • the lower flange protrudes longer than the web and is coupled to the Y-shaped connector; It consists of a composite plate including an upper plate formed in a bent form so as to easily accommodate the cheolgolbo to be assembled, and a straight bottom plate is fitted with the web of the composite cheolgolbo and the web of the composite bracket is fixed thereto
  • a guiding Y-shaped connector including a plurality of connection holes at both side ends and formed of a pair of composite plates and formed in a Y-shape; Both ends are formed to have the same inclination as that of the composite bracket so that the upper flange is longer than the lower flange, and the lower flange of the both ends is formed shorter than the
  • Composite bracket that is inclined at the time of assembling cheolgolbo by using a cheolgolbo assembling mechanism which is formed at the bottom of the lower flange located at the other free end of the bracket, and has a locker receiver through which a locker with a guiding rope is passed. And a cheolgolbo assembling mechanism using a guiding wire-shaped connector to allow the cheolgolbo to be assembled more safely, simply and accurately by the weight of the complex cheolgolbo and the cheolgolbo assembling method using the same.
  • cheolgolbo assembly work is one of the construction work that a lot of safety accidents occur frequently in the construction work.
  • the conventional building construction method there is always a risk of safety accidents because the field worker is relying only on the fall prevention harness or lifeline to assemble the cheolgolbo in the upper floor to the pillar.
  • construction of the building structure that can maintain the building quality within the displacement allowed by the building only if the assembly of both ends of the cheolgolbo at the same time.
  • the assembling work of the cheolgolbo is undergoing a dangerous process of fastening the bolts after the site worker to get on the cheolgolbo and pull or push the steel frame members that are moved down from the lifting device such as tower cranes.
  • the lifting device such as tower cranes.
  • due to the sudden rotation of the cheolgolbo (rotation) during this work accidents frequently occur, and also safety accidents such as falling, pinching, winding, stenosis of the field workers during the assembly work.
  • Korean Patent Application No. 10-2004-75941 filed on September 22, 2004 discloses a steel structure assembly set using H-beams.
  • the prior art H of the column and beam forming the coupling holes in the entire H-beams based on the size and spacing of the coupling holes forming the joint according to the various specifications of the H-beams
  • connecting members of various shapes used for joining and fixing columns and columns, beams and beams, and columns and beams by forming joining holes having the same size and spacing formed in H-beams of columns and beams according to the various specifications.
  • a steel structure assembly set using the H-shaped steel characterized in that it comprises a bolt and nut used to form a steel structure by coupling and fixing the H-shaped steel and the connection member of the column and beam of the various specifications.
  • the steel structure assembly set according to the patent application has a problem that the manufacturing hole is cumbersome, costly and structurally fragile because the coupling hole is formed in the entire H-shaped steel and the connecting member of the column and beam, further connecting the steel members In order to perform the work process that must tighten the bolt after pushing or pulling the steel frame member is connected to the field worker as in the prior art, there is still a problem that still contains the risk of safety accidents.
  • the present invention was devised to fundamentally solve the conventional safety mechanism of the old fist, one end is fastened and fixed to the steel column in the construction of steel cheolgolbo during the construction work environment of the center of gravity and the other side of the free end of the lower flange
  • a composite bracket formed to have a constant inclination to be longer than the flange and having a lower flange projecting longer than the web and connected to the Y-shaped connector; It consists of a composite plate including an upper plate formed in a bent form so as to easily accommodate the cheolgolbo to be assembled, and a straight bottom plate is fitted with the web of the composite cheolgolbo and the web of the composite bracket is fixed thereto
  • a guiding Y-shaped connector including a plurality of connection holes at both side ends and formed of a pair of composite plates and formed in a Y-shape; Both ends are formed to have the same inclination as that of the composite bracket so that the upper flange is longer than the lower
  • a cheolgolbo assembling mechanism formed of a locker receiving port formed by the bottom of the lower flange located on the other free end of the bracket and a locker with a guiding rope is passed.
  • the present invention in the method of assembling cheolgolbo in the construction site,
  • a guiding Y-shaped connector 200 comprising a pair of left and right pairs of straight plates and a top plate bent in an outward direction is provided with a web of the composite bracket 100 and a Y-shaped connector 200.
  • Both ends are formed to have the same inclination as the inclination of the other free end of the composite bracket 100, and the lower flanges of the both ends are formed shorter than the web so that the lower portion formed to protrude from the composite bracket 100
  • a third step of connecting the guiding rope 600 to 400
  • the composite bracket 100 and the composite cheolgolbo 300 are assembled to each other by fastening and fastening to each other through a plurality of connection holes formed in the web of the Y-shaped connector 100 and the composite cheolgolbo 300.
  • the paper provides a method for assembling cheolgolbo using a Y-shaped connector for guiding comprising a sixth step.
  • Figure 3 is a perspective view of a device for assembling cheolgolbo using the Y-shaped connector according to the present invention
  • 7 and 8 are a front view and a side view respectively showing a state in which the composite bracket of the present invention attached to the steel pillar member
  • 11 and 12 are a perspective view and a cross-sectional view showing the composite plate is formed of a pair of left and right, respectively, to form a Y-shaped connector
  • 13 to 15 are respectively a front view, a plan view and a bottom view of the composite cheolgolbo according to a preferred embodiment of the present invention
  • 16 to 18 are a front view, a side view, and a bottom view respectively showing a locker attached to the bottom flange bottom of the composite cheolgolbo according to a preferred embodiment of the present invention.
  • 19 and 20 are front and bottom views, respectively, of a locker receiver attached to the bottom of a bottom flange of a composite bracket according to a preferred embodiment of the present invention.
  • 21 to 24 is a view showing a process in which the locker attached to the bottom of the composite cheolgolbo of the present invention passes through the locker receiving hole attached to the bottom of the composite bracket
  • 25 is a view showing a state in which the cheolgolbo is assembled using a Y-shaped connector for guiding according to an embodiment of the present invention
  • FIG. 26 is a view illustrating a state in which a Y-shaped connector for guiding is fastened and fixed to a hybrid connector according to a preferred embodiment of the present invention, and a guiding rope is connected to a locker accommodation hole attached to the hybrid connector.
  • 27 is a view showing a state in which the composite cheolgolbo connected to the tower crane to the ground in accordance with a preferred embodiment of the present invention and connecting the guiding rope to the rocker attached to the complex cheolgolbo
  • FIG. 28 is a view showing a state in which a complex steel ball connected to a guiding rope is moved to an assembly position on the ground by a tower crane and then moved to a composite bracket according to a preferred embodiment of the present invention.
  • 29 is a view showing a state in which the web of the composite cheolgolbo is moved into the Y-shaped connector installed in the composite bracket by the direction control of the guiding rope in accordance with a preferred embodiment of the present invention
  • FIG. 30 is a view showing a state in which the locker attached to the lower web of the composite cheolgolbo moved into the Y-shaped connector passes through the locker receiver attached to the lower web of the composite bracket according to the preferred embodiment of the present invention.
  • connection hole 200 Y-shaped connector
  • composite plate 220 upper plate
  • connection hole 400 locker
  • FIG 3 is a perspective view showing a device for assembling cheolgolbo using the Y-shaped connector according to the present invention.
  • the cheolgolbo assembly device according to a preferred embodiment of the present invention is basically a composite bracket 100, Y-shaped connector 200, inclined form cheolgolbo 300 inclined form, lockers (locker, 400) and the locker receiver (500).
  • the composite bracket 100 and the composite cheolgolbo 300 according to the present invention is inclined form
  • the composite cheolgolbo 300 guided by a crane (crane) and rope (rope) is a composite bracket
  • the locker 400 attached to the bottom of the compound cheolgolbo is attached to the bottom of the compound bracket
  • the assembly of the steel member is simple and quick Is completed.
  • 4 to 6 are side views, plan views and bottom views of the composite bracket 100, which is one of the basic components of the present invention.
  • the composite bracket 100 has one end is fastened and fixed to the pillar 800, the other end is a composite by the Y-shaped connector 200 will be described later It is assembled integrally with cheolgolbo 300.
  • the composite bracket 100 has a lower inclination 120 is formed longer than the upper flange 110 to achieve a constant inclination, when the composite cheolgolbo 300 is assembled by the weight of the composite cheolgolbo easily Allow it to slide.
  • the internal inclination angle of the free end of the composite bracket is preferably made of 50 degrees to 70 degrees, and more particularly preferably made of 63 degrees, but excludes forming another angle that can achieve the same purpose. It is not.
  • the lower flange 120 of the other end of the composite bracket 100 is formed to protrude more than the web 130, so that the lower flange of the end is mated with the composite cheolgolbo 300 is formed shorter than the web Will be combined.
  • the length of the lower flange protruding from the end is formed to be about 200 mm to about 300 mm, and more particularly, it is particularly preferable to protrude about 260 mm, but to achieve the same purpose. It does not preclude the formation of other protruding lengths that may be.
  • the bottom of the lower flange 120 of the other free end of the composite bracket 100 is attached to the locker receiving port 500 to which the guiding rope 600 is connected, which will be described in detail below.
  • FIGS. 7 and 8 illustrate a state in which the composite bracket 100 described above is integrally fastened to the pillar 800, and the composite bracket 100 is bolted or nut using welding or plate. It can be fastened using.
  • the Y-shaped connector 200 which is one of the basic components of the present invention will be described.
  • 9, 10, 11, and 12 illustrate a composite plate of the Y-shaped connector 200 according to the present invention and a pair of such composite plates forming a Y-shaped connector as a pair.
  • the Y-shaped connector 200 is made by the composite plate 210 forms a pair of left and right.
  • the composite plate 210 is combined with the upper plate 220 is formed in a bent shape so that the cheolgolbo 300 can be easily accommodated when the complex cheolgolbo 300 is moved to the assembly position
  • the web of the type cheolgolbo (web) and the web of the composite bracket includes a straight bottom plate 230 is fitted and fixed together.
  • the upper plate 220 of the inductive Y-shaped connector 200 is preferably bent in the outward direction 30 degrees to 60 degrees with respect to the vertical line, more specifically It is particularly preferred to bend it at about 45 degrees, but it does not exclude other angles of angle that can achieve the same purpose.
  • One side end side of the lower plate 230 is formed at the same size and spacing as the connection hole (hole, 140) of the composite bracket to be integrally fixed to the web 130 of the composite bracket 100 It has a plurality of first connection holes 240, and the other end side has a plurality of second connection holes 250 which are fastened and fastened integrally with the web of the composite cheolgolbo to be assembled. .
  • both ends of the composite cheolgolbo 300 is formed to be inclined so that the upper flange is longer than the lower flange, the inclination of the composite cheolgolbo 300 is the composite bracket 100 It is formed to have the same inclination of the so that it can be paired when assembled with each other. Therefore, the inner inclination angle formed by both ends of the composite cheolgolbo 300 is preferably made of 50 degrees to 70 degrees, more preferably made of 63 degrees.
  • the lower flange 320 at both ends of the composite cheolgolbo is formed to be shorter than the web 330 to mate with the lower flange 120 protrudingly formed of the composite bracket 100 during assembly. Therefore, it is preferable that the length of the lower flanges of both ends of the composite cheolgolbo is retracted from about 200 mm to about 300 mm, and more particularly about 260 mm.
  • the web 340 at both ends has a plurality of connection holes 340 formed at the same size and spacing as the second connection holes 250 of the Y-shaped connector so as to be integrally fixed to the Y-shaped connector. ) Is formed.
  • the locker 400 is preferably composed of a locker body portion 410, a locker side portion 420 and a rocker head portion 430.
  • the locker side view 420 retracts into the locker body when the locker 400 passes through the locker receiver 500 which will be described below and returns to its original position once it has completely passed through the locker receiver 500. At this time, the on-site worker can visually check whether the assembly is completed.
  • the locker head portion 430 is preferably formed in a different color from the locker body portion 410. Therefore, when the locker 400 passes completely through the locker accommodation port 500, the field operator can visually check the color of the locker head 430 that was not initially visible.
  • the locker 400 according to the present invention as described above is not simply to check the fastening state of the composite bracket 100 and the composite cheolgolbo 300, so that the field worker to climb on the cheolgolbo as in the prior art does not perform dangerous work
  • One of the components for the purpose is to guide the cheolgolbo to the Y-shaped connector through the guiding rope connected to the locker 400.
  • the locker 400 is preferably attached to the center of the bottom flange bottom of the composite cheolgolbo 300.
  • the locker receiver 500 is composed of a locker receiver body portion 510 and a locker receiver head portion 520.
  • the locker receiver body 510 is attached to the bottom of the lower flange 120 of the composite bracket, the locker receiver head 520 protrudes from the composite bracket to the bottom of the composite cheolgolbo Attached locker 500 is made to pass through.
  • the locker receiver head portion 520 is preferably made of a circular ring, but does not exclude the use of other shapes such as squares if the same purpose can be achieved.
  • FIG. 21 to 24 sequentially illustrate a process in which the locker 400 attached to the bottom of the composite cheolgolbo 300 passes through the locker receiver 500 attached to the bottom of the composite bracket 100. I'm doing it.
  • the locker 400 according to a preferred embodiment of the present invention may be connected to the guiding rope 600 through a hole formed in the rocker head portion 430, and further, the locker ( It may be connected to each other through a connecting ring (not shown) attached additionally to 400.
  • the locker 400 but the locker head portion 430 is made of a semi-circular, other locker 400, such as conical to easily pass through the locker receiving port 500 It may be made in a shape.
  • FIG. 25 uses the composite bracket 100, the Y-shaped connector 200, the composite cheolgolbo 300, the locker 400, and the locker receiver 500, which are basic components of the present invention described above. Cheolgolbo is shown as assembled.
  • FIGS. 26 to 30 are views illustrating each step of the method of assembling the cheolgolbo construction site that is performed using the cheolgolbo assembly mechanism using the Y-shaped connector for guiding according to the present invention.
  • a Y-shaped connector 200 for guiding comprising a pair of left and right pairs of composite plates comprising a straight bottom plate and an upper plate bent in an outward direction is formed.
  • connection holes holes formed in the web of the composite bracket 100 and the Y-shaped connector 200 (first step), and then formed to be inclined of the composite bracket 100
  • the guiding rope 600 is connected to the locker receiver 500 attached to the bottom of the lower flange located at the other free end. (Second step).
  • both ends are formed to have the same inclination as the inclination of the other free end of the composite bracket 100 and the lower flanges of both ends are formed to be shorter than the web so that the composite bracket 100 protrudes.
  • Locker attached to the bottom of the lower flange is located at both ends formed inclined to move the composite cheolgolbo 300 paired with the formed lower flange to the ground by the crane 700, the composite cheolgolbo 300
  • the guiding rope 600 is connected to the locker 400 (third step).
  • the guiding rope 600 may be connected to each other through a connecting ring (not shown) additionally attached to the locker 400, or may be connected to each other through a hole formed in the rocker head 430, and other skilled in the art May be connected in a manner commonly known to them.
  • the Guide the locker 400 attached to the composite cheolgolbo 300 through the direction control of the guiding rope 600 to the locker receiving port 500 attached to the composite bracket 100, installed in the composite bracket When moved into the Y-shaped connector 200, the web of the composite cheolgolbo is moved along the inclined surface of the web of the composite bracket by the weight of the steel member (step 5).
  • the locker 400 attached to the lower flange of the composite cheolgolbo 300 moved into the Y-shaped connector 200 passes through the locker receiver 500 attached to the lower flange of the composite bracket 100.

Abstract

The present invention relates to the operation of assembling steel beams in a manpower-intensive construction work environment, and more specifically to a method of assembling a steel beam using a Y-shaped connector for guidance that enables steel beams to be assembled more safely, easily, and accurately during steel beam assembly work using an inclined composite bracket and the self weight of a composite steel beam, and that uses a steel beam assembly machine comprising: a composite bracket one end part whereof is joined and fixed with a steel column, another free end part is formed to have a certain slope so that the lower flange is longer its upper flange, and the lower flange protrudes further than the web and connects with a Y-shaped connector; a Y-shaped connector for guidance comprising an upper plate formed in a folded form to accommodate steel beams to be assembled easily and a linear lower plate that is fixed to this when the web of the composite steel beam and the web of the composite bracket are inserted, and that includes a plurality of connection holes on the end parts of both sides and comprises a pair of composite plates to form a Y-shape; a composite steel beam both end parts whereof are formed to have the same slope as the slope of said composite bracket so that the upper flange is longer than the lower flange, and lower part flanges of said both end parts are formed to be shorter than the web to mate with the lower flange of said composite bracket that is formed in a protruding mode; and a locker that is formed on the floor part of the lower flange of said composite steel beam, attaches to a guidance rope, and passes through a locker receiving hole when the composite steel beam and the composite bracket are assembled with each other, and the locker receiving hole that is formed on the floor part of the lower flange located at the other free end part of said composite bracket and attaches to a guide rope.

Description

가이딩용 와이자형 커넥터를 이용한 철골보 조립기구 및 이를 이용한 철골보 조립방법Steel golbo assembly mechanism using guiding wire-shaped connector and steel golbo assembly method using the same
본 발명은 인력중심의 건설공사 환경 중 철골보 조립작업에 관한 것으로서, 더욱 상세하게는 일측 단부는 철골기둥과 체결고정되어지고 타측 자유단부는 하부 플랜지가 상부 플랜지보다 더 길게 되도록 일정한 경사도를 가지도록 형성되며 하부 플랜지는 웨브보다 더 길게 돌출되고 Y자형 커넥터와 연결되는 복합형 브라켓과; 조립되어지는 철골보를 용이하게 수용할 수 있도록 꺽여진 형태로 이루어지는 상부 플레이트와, 복합형 철골보의 웨브와 복합형 브라켓의 웨브가 끼워져서 이와 함께 고정되는 직선형 하부 플레이트를 포함하는 복합형 플레이트로 이루어지며 양쪽 측면 단부에 다수의 연결홀(hole)을 포함하고 한쌍의 복합형 플레이트로 이루어져서 Y자형으로 형성되는 가이딩용 Y자형 커넥터와; 양쪽 단부는 상부 플랜지가 하부 플랜지보다 더 길게 되도록 상기 복합형 브라켓의 경사도와 동일한 경사도를 가지게 형성되어지며 상기 양쪽 단부의 하부 플랜지는 웨브보다 더 짧게 형성되어져서 상기 복합형 브라켓의 돌출되게 형성된 하부 플랜지와 짝을 이루게 되고 양쪽 단부의 웨브는 Y자형 커넥터와 일체로 체결고정 되어지는 복합형 철골보와; 그리고 상기 복합형 철골보의 하부 플랜지의 바닥부에 형성되어지고 가이딩용 로프가 부착되어지며 복합형 철골보와 복합형 브라켓이 서로 조립되어질 때 락커 수용구를 통과하게 되는 락커(locker)와, 상기 복합형 브라켓의 타측 자유단부에 위치한 하부 플랜지의 바닥부에 형성되어지며 가이딩용 로프가 부착된 락커(locker)가 통과되어지는 락커 수용구로 이루어진 철골보 조립기구를 이용하여, 철골보 조립공사시 경사진 복합형 브라켓과 복합형 철골보의 자중에 의해서 보다 안전하면서도 간단하고 정확하게 철골보가 조립될 수 있도록 하는 가이딩용 와이자형 커넥터를 이용한 철골보 조립기구 및 이를 이용한 철골보 조립방법에 관한 것이다.The present invention relates to a steel golbo assembly work in the construction environment of the center of gravity, more specifically, one end is fastened and fixed to the steel pillars and the other free end is formed to have a constant inclination so that the lower flange is longer than the upper flange The lower flange protrudes longer than the web and is coupled to the Y-shaped connector; It consists of a composite plate including an upper plate formed in a bent form so as to easily accommodate the cheolgolbo to be assembled, and a straight bottom plate is fitted with the web of the composite cheolgolbo and the web of the composite bracket is fixed thereto A guiding Y-shaped connector including a plurality of connection holes at both side ends and formed of a pair of composite plates and formed in a Y-shape; Both ends are formed to have the same inclination as that of the composite bracket so that the upper flange is longer than the lower flange, and the lower flange of the both ends is formed shorter than the web so that the protruding lower flange of the composite bracket A pair of steel cheolgolbo paired with the web is fastened and fastened integrally with the Y-shaped connector; And a locker formed at the bottom of the lower flange of the composite cheolgolbo and having a guiding rope attached thereto, and passing through the locker receiver when the cheolgolbo and the composite bracket are assembled with each other. Composite bracket that is inclined at the time of assembling cheolgolbo by using a cheolgolbo assembling mechanism which is formed at the bottom of the lower flange located at the other free end of the bracket, and has a locker receiver through which a locker with a guiding rope is passed. And a cheolgolbo assembling mechanism using a guiding wire-shaped connector to allow the cheolgolbo to be assembled more safely, simply and accurately by the weight of the complex cheolgolbo and the cheolgolbo assembling method using the same.
일반적으로 철골보 조립작업은 건설공사 중에서 많은 안전사고가 빈번하게 발생하는 공사작업 중 하나이다. 종래의 건축물 시공방법을 살펴보면, 상층부의 철골보를 기둥에 조립하기 위해서 현장 작업자가 추락방지용 안전대 또는 구명줄에만 의지하여 철골보 조립작업을 수행하고 있기 때문에 항상 안전사고의 위험이 내포되어 있다. 또한, 철골보 양쪽 끝단의 조립을 동시에 수행하여야만 건축물이 허용하는 변위 내에서 건축품질을 유지할 수 있는 건축 구조물을 시공할 수 있다는 제한이 있다. 따라서 이러한 철골보의 조립작업은 현장 작업자가 철골보 위에 올라타고 타워크레인과 같은 양중장치에서 이동되어 내려오는 철골부재를 잡아당기거나 밀어서 정위치 시킨 후 볼트를 체결하는 위험한 작업과정을 거치고 있다. 그러나 이러한 작업과정 중에 철골보가 갑작스럽게 로테이션(rotation)함으로써 인명사고가 빈번하게 발생하고 있고, 또한 조립작업 중에 현장작업자의 추락, 끼임, 감김, 협착 등의 안전사고도 빈번하게 발생하고 있는 실정이다. 나아가, 철골부재를 전문적인 조립할 수 있는 기능인력이 부족하기 때문에 공사비용이 증가하고 공사기간이 지연되는 등의 문제점이 발생함으로써 전체적으로는 건설산업의 경쟁력을 크게 저하시키는 원인이 된다. In general, cheolgolbo assembly work is one of the construction work that a lot of safety accidents occur frequently in the construction work. Looking at the conventional building construction method, there is always a risk of safety accidents because the field worker is relying only on the fall prevention harness or lifeline to assemble the cheolgolbo in the upper floor to the pillar. In addition, there is a limitation that construction of the building structure that can maintain the building quality within the displacement allowed by the building only if the assembly of both ends of the cheolgolbo at the same time. Therefore, the assembling work of the cheolgolbo is undergoing a dangerous process of fastening the bolts after the site worker to get on the cheolgolbo and pull or push the steel frame members that are moved down from the lifting device such as tower cranes. However, due to the sudden rotation of the cheolgolbo (rotation) during this work, accidents frequently occur, and also safety accidents such as falling, pinching, winding, stenosis of the field workers during the assembly work. In addition, there is a shortage of functional personnel capable of assembling steel members professionally, resulting in increased construction costs and delayed construction periods, which in turn causes a significant reduction in the competitiveness of the construction industry.
실제로 2004년 9월 서울시 용산구의 신축공사현장에서 4층 바닥 철골보 가조립 작업을 하기 위하여 현장 작업자가 철골보 부재 접합부 양쪽에 서서 볼트 가체결 작업을 하던 중 현장 작업자가 갑자기 몸의 중심을 잃고 15m 아래로 추락하여 사망한 안전사고가 발생하였으며, 2008년 1월경에도 경기도 평택시에서 지상 2층 철골기둥을 조립하기 위해 현장 작업자가 철골보 위를 이동하던 중 몸의 중심을 잃고 약 9m 아래 지상1층 지면으로 추락하여 사망한 재해가 발생하는 등 철골보 조립작업과 관련하여 안전사고가 지속적으로 발생되고 있으며, 철골보 조립 작업을 수행하는 현장작업자는 항상 안전사고의 위험에 노출되어 있다는 심각한 문제점이 있다. 따라서 보다 안전하면서도 보다 신속하고 간단하게 철골보 조립작업을 수행할 수 있는 근본적인 대책을 확보하는 것은 아무리 강조해도 지나치지 않다 할 것이다. In fact, in September 2004, the site worker suddenly lost the center of the body and fell below 15m while the site worker suddenly lost the center of the body while standing on both sides of the steel girder member joints to perform the prefabrication of the four-floor steel gimbal at the new construction site in Yongsan-gu, Seoul. In January 2008, in order to assemble the two-story steel frame pillar in Pyeongtaek-si, Gyeonggi-do, the workers lost their center and fell to the ground floor below ground about 9m. There is a serious problem that safety accidents are continuously occurring in relation to the steel cheolbo assembly work, such as a dead disaster, and the field workers who perform the steel cheolbo assembly work are always exposed to the risk of safety accidents. Therefore, it can not be overemphasized to secure the fundamental measures to be safer, faster and simpler to perform the steel cheolgolbo assembly work.
그러나, 지금까지의 건설공사현장에서는 이러한 철골보 조립작업시 발생하는 안전사고에 대한 근본적인 대책없이, 단순히 철골조립작업을 진행하는 때에는 주요 이동통로에 고정된 가설통로를 설치하고, 안전대 부착설비(구명로프) 설치 후 작업자로 하여금 안전대를 착용시키고 부착설비에 걸어 작업하도록 하는 주먹구구식 안전대책만을 제시하고 있다는 문제점이 있다. However, in the construction sites to date, without a fundamental countermeasure against safety accidents occurring during the assembly of the steel frame beams, when the steel frame assembly work is simply performed, a temporary passage is fixed to the main moving passage, and a safety belt attachment facility (life rope) After installation, there is a problem that only the old-fashioned safety countermeasures for workers to wear the safety belts and work on the attachment facilities are presented.
이러한 철골보 조립작업이 가지는 문제점을 일부를 해결하기 위하여, 2004년 9월 22일자로 출원된 대한민국 특허출원 제10-2004-75941호는 H형강을 이용한 철골 구조물 조립세트를 개시하고 있다. 도 1 및 도 2에 도시된 바와 같이, 상기 종래의 기술은 H형강의 다양한 규격에 따라 접합부를 형성하는 결합공의 크기와 간격에 기초하여 H형강 전체에 결합공을 형성한 기둥 및 보의 H형강과, 상기 다양한 규격에 따라 기둥과 보의 H형강에 형성시킨 동일한 크기와 간격을 가진 결합공을 형성하여 기둥과 기둥, 보와 보 및 기둥과 보를 결합 고정하는데 사용되는 다양한 형태의 연결부재와, 그리고 상기 다양한 규격의 기둥과 보의 H형강과 연결부재를 결합 고정하여 철골구조를 이루는데 사용되는 볼트와 너트를 구비하는 것을 특징으로 하는 H형강을 이용한 철골 구조물 조립세트를 개시하고 있다. In order to solve some of the problems of the steel cheolgolbo assembly work, Korean Patent Application No. 10-2004-75941 filed on September 22, 2004 discloses a steel structure assembly set using H-beams. As shown in Figures 1 and 2, the prior art H of the column and beam forming the coupling holes in the entire H-beams based on the size and spacing of the coupling holes forming the joint according to the various specifications of the H-beams And connecting members of various shapes used for joining and fixing columns and columns, beams and beams, and columns and beams by forming joining holes having the same size and spacing formed in H-beams of columns and beams according to the various specifications. And it discloses a steel structure assembly set using the H-shaped steel, characterized in that it comprises a bolt and nut used to form a steel structure by coupling and fixing the H-shaped steel and the connection member of the column and beam of the various specifications.
그러나, 상기 특허출원에 따른 철골 구조물 조립세트는 결합공이 기둥과 보의 H형강 및 연결부재 전체에 형성되어지기 때문에 제작이 번거롭고 비용이 증가하며 구조적으로 취약해지는 문제점이 있었으며, 나아가 철골부재를 서로 연결하기 위해서는 종래의 기술과 같이 현장 작업자가 연결되는 철골부재를 밀거나 당겨서 정위치 시킨 후에 볼트를 체결해야만 하는 작업과정을 수행하여야만 하기 때문에 여전히 안전사고의 위험을 여전히 내포하고 있다는 문제점이 있다.However, the steel structure assembly set according to the patent application has a problem that the manufacturing hole is cumbersome, costly and structurally fragile because the coupling hole is formed in the entire H-shaped steel and the connecting member of the column and beam, further connecting the steel members In order to perform the work process that must tighten the bolt after pushing or pulling the steel frame member is connected to the field worker as in the prior art, there is still a problem that still contains the risk of safety accidents.
본 발명은 이러한 종래의 주먹구구식 안전대책을 근본적으로 해결하기 위하여 창안된 것으로서, 인력중심의 건설공사 환경 중 철골보 조립작업에 있어서 일측 단부는 철골기둥과 체결고정되어지고 타측 자유단부는 하부 플랜지가 상부 플랜지보다 더 길게 되도록 일정한 경사도를 가지도록 형성되며 하부 플랜지는 웨브보다 더 길게 돌출되고 Y자형 커넥터와 연결되는 복합형 브라켓과; 조립되어지는 철골보를 용이하게 수용할 수 있도록 꺽여진 형태로 이루어지는 상부 플레이트와, 복합형 철골보의 웨브와 복합형 브라켓의 웨브가 끼워져서 이와 함께 고정되는 직선형 하부 플레이트를 포함하는 복합형 플레이트로 이루어지며 양쪽 측면 단부에 다수의 연결홀(hole)을 포함하고 한쌍의 복합형 플레이트로 이루어져서 Y자형으로 형성되는 가이딩용 Y자형 커넥터와; 양쪽 단부는 상부 플랜지가 하부 플랜지보다 더 길게 되도록 상기 복합형 브라켓의 경사도와 동일한 경사도를 가지게 형성되어지며 상기 양쪽 단부의 하부 플랜지는 웨브보다 더 짧게 형성되어져서 상기 복합형 브라켓의 돌출되게 형성된 하부 플랜지와 짝을 이루게 되고 양쪽 단부의 웨브는 Y자형 커넥터와 일체로 체결고정 되어지는 복합형 철골보와; 그리고 상기 복합형 철골보의 하부 플랜지의 바닥부에 형성되어지고 가이딩용 로프가 부착되어지며 복합형 철골보와 복합형 브라켓이 서로 조립되어질 때 락커 수용구를 통과하게 되는 락커(locker)와, 상기 복합형 브라켓의 타측 자유단부에 위치한 하부 플랜지의 바닥부에 형성되어지며 가이딩용 로프가 부착된 락커(locker)가 통과되어지는 락커 수용구로 이루어진 철골보 조립기구를 이용하는 가이딩용 Y자형 커넥터를 이용한 철골보를 조립하는 기구 및 방법을 제공함으로써, 철골보 조립공사시 경사진 복합형 브라켓과 복합형 철골보의 자중에 의해서 보다 안전하고 간단하게 철골보가 정위치 되어지며, Y자형 커넥터를 이용하여 보다 안전하고 신속하게 철골보가 조립될 수 있도록 하는 것을 그 목적으로 한다.The present invention was devised to fundamentally solve the conventional safety mechanism of the old fist, one end is fastened and fixed to the steel column in the construction of steel cheolgolbo during the construction work environment of the center of gravity and the other side of the free end of the lower flange A composite bracket formed to have a constant inclination to be longer than the flange and having a lower flange projecting longer than the web and connected to the Y-shaped connector; It consists of a composite plate including an upper plate formed in a bent form so as to easily accommodate the cheolgolbo to be assembled, and a straight bottom plate is fitted with the web of the composite cheolgolbo and the web of the composite bracket is fixed thereto A guiding Y-shaped connector including a plurality of connection holes at both side ends and formed of a pair of composite plates and formed in a Y-shape; Both ends are formed to have the same inclination as that of the composite bracket so that the upper flange is longer than the lower flange, and the lower flange of the both ends is formed shorter than the web so that the protruding lower flange of the composite bracket A pair of steel cheolgolbo paired with the web is fastened and fastened integrally with the Y-shaped connector; And a locker formed at the bottom of the lower flange of the composite cheolgolbo and having a guiding rope attached thereto, and passing through the locker receiver when the cheolgolbo and the composite bracket are assembled with each other. Assembling the cheolgolbo using the Y-shaped connector for guiding using a cheolgolbo assembling mechanism formed of a locker receiving port formed by the bottom of the lower flange located on the other free end of the bracket and a locker with a guiding rope is passed. By providing mechanism and method, steel beams are securely and simply positioned by the weight of composite bracket and composite steel beams inclined during steel beam assembly construction, and steel beams are assembled more safely and quickly by using Y-shaped connector. The purpose is to make it possible.
상기와 같은 발명의 목적을 달성하기 위하여, 본 발명은 건설현장에서 철골보를 조립하는 방법에 있어서, In order to achieve the object of the invention as described above, the present invention in the method of assembling cheolgolbo in the construction site,
일측 단부는 기둥에 부착되고 타측 자유단부는 하부 플랜지가 상부 플랜지보다 더 길게 되도록 일정한 경사도를 가지게 형성되며 상기 타측 단부의 하부 플랜지는 웨브보다 더 돌출되게 형성된 복합형 브라켓(100)의 상기 타측 자유단부에, 직선형 하부 플레이트와 바깥쪽 방향으로 꺽인 상부 플레이트로 이루어지는 복합형 플레이트가 좌우 한쌍으로 이루어지는 가이딩용 Y자형 커넥터(connector, 200)를 상기 복합형 브라켓(100)의 웨브와 Y자형 커넥터(200)에 동일하게 형성된 다수의 연결홀(hole)을 통해서 상호 체결고정하는 제 1 단계와, One end is attached to the pillar and the other free end is formed to have a constant inclination so that the lower flange is longer than the upper flange and the other free end of the composite bracket 100 formed to protrude more than the web A guiding Y-shaped connector 200 comprising a pair of left and right pairs of straight plates and a top plate bent in an outward direction is provided with a web of the composite bracket 100 and a Y-shaped connector 200. A first step of fastening and fastening to each other through a plurality of connection holes formed in the same manner;
상기 복합형 브라켓(100)의 경사지게 형성된 타측 자유단부에 위치된 하부 플랜지의 바닥부에 부착된 락커 수용구(500)에 가이딩용 로프(600)를 연결시키는 제 2 단계와, A second step of connecting the guiding rope 600 to the locker receiver 500 attached to the bottom of the lower flange positioned at the other free end of the composite bracket 100 inclinedly;
상기 복합형 브라켓(100)의 타측 자유단부의 경사도와 동일한 경사도를 가지도록 양측 단부가 형성되고 상기 양쪽 단부의 하부 플랜지는 웨브보다 더 짧게 형성되어져서 상기 복합형 브라켓(100)의 돌출되게 형성된 하부 플랜지와 짝을 이루게 된 복합형 철골보(300)를 크레인(700)에 의해서 지면으로 이동시키고, 상기 복합형 철골보(300)의 경사지게 형성된 양측 단부에 위치된 하부 플랜지의 바닥부에 부착된 락커(locker, 400)에 상기 가이딩용 로프(600)를 연결시키는 제 3 단계와, Both ends are formed to have the same inclination as the inclination of the other free end of the composite bracket 100, and the lower flanges of the both ends are formed shorter than the web so that the lower portion formed to protrude from the composite bracket 100 A locker attached to the bottom of the lower flange located at both ends of the compound cheolgolbo paired with the flange to the ground by the crane 700, the inclined sides of the compound cheolgolbo 300 And a third step of connecting the guiding rope 600 to 400,
상기 가이딩용 로프(600)가 연결된 복합형 철골보(300)를 크레인(700)에 의해 지상의 조립위치로 이동시킨 후 상기 복합형 브라켓(100)으로 이동시키는 제 4 단계와, A fourth step of moving the composite cheolgolbo 300 to which the guiding rope 600 is connected to the assembly bracket on the ground by the crane 700 and then moving to the hybrid bracket 100;
상기 가이딩용 로프(600)의 방향조절을 통해서 복합형 철골보(300)에 부착된 락커(400)를 복합형 브라켓(100)에 부착된 락커 수용구(500)로 유도하고, 상기 복합형 브라켓에 설치된 Y자형 커넥터(200) 속으로 이동되면 상기 복합형 철골보의 웨브가 철골부재의 자중에 의해서 복합형 브라켓의 웨브의 경사면을 따라서 이동되어지는 제 5 단계와, Guide the locker 400 attached to the composite cheolgolbo 300 through the direction control of the guiding rope 600 to the locker receiving port 500 attached to the composite bracket 100, to the composite bracket A fifth step in which the web of the composite steel beam is moved along the inclined surface of the web of the composite bracket by the weight of the steel member when moved into the installed Y-shaped connector 200;
상기 Y자형 커넥터(200) 속으로 이동되어진 복합형 철골보(300)의 하부 플랜지에 부착된 락커(400)가 복합형 브라켓(100)의 하부 플랜지에 부착된 락커 수용구(500)를 통과한 후, Y자형 커넥터(100)와 복합형 철골보(300)의 웨브에 동일하게 형성된 다수의 연결홀(hole)을 통하여 상호 체결고정함으로써 복합형 브라켓(100)과 복합형 철골보(300)가 서로 조립되어지는 제 6 단계로 이루어지는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립방법을 제공한다.After the locker 400 attached to the lower flange of the composite cheolgolbo 300 moved into the Y-shaped connector 200 passes through the locker receiving port 500 attached to the lower flange of the composite bracket 100 The composite bracket 100 and the composite cheolgolbo 300 are assembled to each other by fastening and fastening to each other through a plurality of connection holes formed in the web of the Y-shaped connector 100 and the composite cheolgolbo 300. The paper provides a method for assembling cheolgolbo using a Y-shaped connector for guiding comprising a sixth step.
본 발명에 따른 가이딩용 와이자형 커넥터를 이용한 철골보 조립기구 및 이를 이용한 철골보 조립방법은, 종래의 철골보 조립작업과 같이 현장 작업자가 철골보 위에 올라타서 수행하던 위험한 작업과정이 필요없이 지면상에서 가이딩 로프를 통해서 철골보 조립작업을 수행하기 때문에 건설현장에서 철골보 조립작업 과정에서 발생하던 안전사고의 발생가능성을 획기적으로 경감시키는 효과가 있으며, 복합형 철골보에 부착된 락커와 복합형 브라켓에 부착된 락커 수용구를 통해서 철골보의 조립작업이 수행되어지기 때문에 항상 일정한 품질을 유지하게 됨으로써 종래의 기능인력의 숙련도에 따라서 좌우되던 철골보 조립의 품질문제를 해결하는 효과가 있고, 경사지게 형성된 복합형 브라켓 및 복합형 철골보 그리고 가이딩용 Y자형 커넥터를 이용한 철골보 조립과정시 가이딩 효과로 인하여 자동화된 철골보 조립이 이루어지기 때문에 작업시간이 단축되고 이로 인한 인건비 절감 및 건설장치(크레인)의 운용시간 단축 등으로 인한 경제적인 시공을 수행할 수 있다는 장점이 있다.The cheolgolbo assembly mechanism using the guiding wire-shaped connector according to the present invention and the cheolgolbo assembly method using the same, as the conventional cheolgolbo assembling the guiding rope on the ground without the dangerous work process carried out by the site worker on the cheolgolbo Since the steel gibbo assembly work is carried out through the construction site, it is possible to drastically reduce the possibility of safety accidents occurring during the steel gibbo assembly work in the construction site, and the locker port attached to the composite cheolgolbo and the locker receiver attached to the composite bracket. Since the assembling work of the cheolgolbo is carried out through it to maintain a certain quality at all times, it is effective to solve the quality problem of the cheolgolbo assembly, which was dependent on the skill of the conventional manpower, and the inclined formed bracket and compound cheolgolbo and guy Y-shaped connector for ding Automated cheolgolbo assembly is performed due to the guiding effect during the assembling process of the cheolgolbo, which reduces the working time and thus economical construction by reducing labor cost and operating time of construction equipment (crane). have.
도 1 및 도 2는 종래의 기술에 따라서 철골 구조물이 조립되는 상태를 도시한 모습1 and 2 show a state in which the steel structure is assembled according to the prior art
도 3은 본 발명에 따른 Y자형 커넥터를 이용하여 철골보를 조립하는 장치에 대한 사시도Figure 3 is a perspective view of a device for assembling cheolgolbo using the Y-shaped connector according to the present invention
도 4 내지 도 6은 각각 본 발명의 선호적인 실시예에 따른 복합형 브라켓(bracket)의 측면도와 평면도 그리고 저면도를 도시한 모습4 to 6 respectively show a side view, a top view and a bottom view of a composite bracket according to a preferred embodiment of the present invention.
도 7 및 도 8은 각각 본 발명의 복합형 브라켓이 철골 기둥부재에 부착된 상태를 도시한 정면도 및 측면도7 and 8 are a front view and a side view respectively showing a state in which the composite bracket of the present invention attached to the steel pillar member
도 9 및 도 10은 각각 본 발명의 선호적인 실시예에 따른 Y자형 커넥터의 복합형 플레이트를 도시한 모습9 and 10 respectively show a composite plate of a Y-shaped connector according to a preferred embodiment of the present invention.
도 11 및 도 12는 각각 상기 복합형 플레이트가 좌우 한쌍으로 이루어져 Y자형 커넥터를 형성하는 모습을 나타낸 사시도와 단면도11 and 12 are a perspective view and a cross-sectional view showing the composite plate is formed of a pair of left and right, respectively, to form a Y-shaped connector
도 13 내지 도 15는 각각 본 발명의 선호적인 실시예에 따른 복합형 철골보의 정면도, 평면도 그리고 저면도를 도시한 모습13 to 15 are respectively a front view, a plan view and a bottom view of the composite cheolgolbo according to a preferred embodiment of the present invention
도 16 내지 도 18은 각각 본 발명의 선호적인 실시예에 따른 복합형 철골보의 하부 플랜지 바닥에 부착되어지는 락커를 도시한 정면도, 측면도, 저면도16 to 18 are a front view, a side view, and a bottom view respectively showing a locker attached to the bottom flange bottom of the composite cheolgolbo according to a preferred embodiment of the present invention.
도 19 및 도 20은 각각 본 발명의 선호적인 실시예에 따른 복합형 브라켓의 하부 플랜지 바닥에 부착되어지는 락커 수용구를 도시한 정면도 및 저면도19 and 20 are front and bottom views, respectively, of a locker receiver attached to the bottom of a bottom flange of a composite bracket according to a preferred embodiment of the present invention.
도 21 내지 도 24는 본 발명의 복합형 철골보의 바닥에 부착된 락커가 복합형 브라켓의 바닥에 부착된 락커 수용구를 통과하는 과정을 나타낸 모습21 to 24 is a view showing a process in which the locker attached to the bottom of the composite cheolgolbo of the present invention passes through the locker receiving hole attached to the bottom of the composite bracket
도 25는 본 발명의 선호적인 실시예에 따른 가이딩용 Y자형 커넥터를 이용하여 철골보가 조립된 상태를 도시한 모습25 is a view showing a state in which the cheolgolbo is assembled using a Y-shaped connector for guiding according to an embodiment of the present invention
도 26은 본 발명의 선호적인 실시예에 따른 복합형 커넥터에 가이딩용 Y자형 커넥터가 체결고정 되어지고 상기 복합형 커넥터에 부착된 락커 수용구에 가이딩용 로프가 연결되어지는 상태를 도시한 모습FIG. 26 is a view illustrating a state in which a Y-shaped connector for guiding is fastened and fixed to a hybrid connector according to a preferred embodiment of the present invention, and a guiding rope is connected to a locker accommodation hole attached to the hybrid connector.
도 27은 본 발명의 선호적인 실시예에 따라서 타워크레인에 연결된 복합형 철골보를 지면으로 이동시키고 상기 복합형 철골보에 부착된 락커에 가이딩용 로프를 연결시키는 상태를 도시한 모습27 is a view showing a state in which the composite cheolgolbo connected to the tower crane to the ground in accordance with a preferred embodiment of the present invention and connecting the guiding rope to the rocker attached to the complex cheolgolbo
도 28은 본 발명의 선호적인 실시예에 따라서 가이딩용 로프가 연결된 복합형 철골보를 타워크레인에 의해 지상의 조립위치로 이동시킨 후 복합형 브라켓으로 이동시키는 상태를 도시한 모습FIG. 28 is a view showing a state in which a complex steel ball connected to a guiding rope is moved to an assembly position on the ground by a tower crane and then moved to a composite bracket according to a preferred embodiment of the present invention.
도 29는 본 발명의 선호적인 실시예에 따라서 가이딩용 로프의 방향조절에 의해서 복합형 브라켓에 설치된 Y자형 커넥터 속으로 복합형 철골보의 웨브가 이동되는 상태를 도시한 모습29 is a view showing a state in which the web of the composite cheolgolbo is moved into the Y-shaped connector installed in the composite bracket by the direction control of the guiding rope in accordance with a preferred embodiment of the present invention
도 30은 본 발명의 선호적인 실시예에 따라서 Y자형 커넥터 속으로 이동되어진 복합형 철골보의 하부 웨브에 부착된 락커가 복합형 브라켓의 하부 웨브에 부착된 락커 수용구를 통과하는 상태를 도시한 모습30 is a view showing a state in which the locker attached to the lower web of the composite cheolgolbo moved into the Y-shaped connector passes through the locker receiver attached to the lower web of the composite bracket according to the preferred embodiment of the present invention.
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
100 : 복합형 브라켓 110 : 상부 플랜지100: composite bracket 110: upper flange
120 : 하부 플랜지 130 : 웨브120: lower flange 130: web
140 : 연결홀(hole) 200 : Y자형 커넥터140: connection hole 200: Y-shaped connector
210 : 복합형 플레이트 220 : 상부 플레이트210: composite plate 220: upper plate
230 : 하부 플레이트 240, 250 : 연결홀(hole)230: lower plate 240, 250: connection hole
300 : 복합형 철골보 310 : 상부 플랜지300: composite cheolgolbo 310: upper flange
320 : 하부 플랜지 330 : 웨브320: lower flange 330: web
340 : 연결홀(hole) 400 : 락커(locker)340: connection hole 400: locker
410 : 락커 몸체부 420 : 락커 측면부410: locker body portion 420: locker side portion
430 : 락커 헤드부 500 : 락커 수용구430: locker head 500: locker accommodation port
510 : 락커 수용구 몸체부 520 : 락커 수용구 헤드부510: locker receiving portion body 520: locker receiving portion head
600 : 가이딩용 로프 700 : 크레인600: guiding rope 700: crane
800 : 기둥800: pillar
도 3은 본 발명에 따른 Y자형 커넥터를 이용하여 철골보를 조립하는 장치를 도시하고 있는 사시도이다. 상기 도면에서 도시된 바와 같이 본 발명의 선호적인 실시예에 따른 철골보 조립장치는 기본적으로 경사지게 형성된 복합형 브라켓(100), Y자형 커넥터(200), 경사진 형태의 복합형 철골보(300), 락커(locker, 400) 그리고 락커 수용구(500)로 이루어진다. 따라서 본 발명에 따른 복합형 브라켓(100)과 복합형 철골보(300)는 경사진 형태로 이루어져 있기 때문에 크레인(crane)과 로프(rope)에 의해 유도되는 복합형 철골보(300)가 복합형 브라켓(100)에 부착된 Y자형 커넥터(200) 속으로 들어오게 되면 철골부재의 자중에 의해서 경사면을 따라서 자연스럽게 하강하게 되고, 복합형 철골보의 바닥에 부착된 락커(400)가 복합형 브라켓의 바닥에 부착된 락커 수용구(500)를 통과하게 되면, Y자형 커넥터(200)를 이용하여 복합형 브라켓(100)과 복합형 철골보(300)를 서로 체결고정하게 됨으로써, 철골부재의 조립작업이 간단하고 신속하게 완료되어진다.Figure 3 is a perspective view showing a device for assembling cheolgolbo using the Y-shaped connector according to the present invention. As shown in the drawings, the cheolgolbo assembly device according to a preferred embodiment of the present invention is basically a composite bracket 100, Y-shaped connector 200, inclined form cheolgolbo 300 inclined form, lockers (locker, 400) and the locker receiver (500). Therefore, because the composite bracket 100 and the composite cheolgolbo 300 according to the present invention is inclined form, the composite cheolgolbo 300 guided by a crane (crane) and rope (rope) is a composite bracket ( When it enters into the Y-shaped connector 200 attached to the 100 is naturally lowered along the inclined surface by the weight of the steel member, the locker 400 attached to the bottom of the compound cheolgolbo is attached to the bottom of the compound bracket When passing through the locker receiving port 500, by using the Y-shaped connector 200 to fasten the composite bracket 100 and the composite cheolgolbo 300 to each other, the assembly of the steel member is simple and quick Is completed.
이하에서는 본 발명의 선호적인 실시예와 첨부된 도면을 참고로 하여 본 발명의 기본적인 구성요소에 대해서 보다 상세하게 설명한다. 도 4 내지 도 6은 본 발명의 기본적인 구성요소들 중 하나인 복합형 브라켓(100)의 측면도와, 평면도 그리고 저면도를 도시하고 있는 모습이다. Hereinafter, with reference to the preferred embodiment of the present invention and the accompanying drawings will be described in more detail with respect to the basic components of the present invention. 4 to 6 are side views, plan views and bottom views of the composite bracket 100, which is one of the basic components of the present invention.
상기 도면에서 도시된 바와 같이, 본 발명에 따른 복합형 브라켓(100)은 일측단부가 기둥(800)에 체결고정 되어지며, 타측 단부는 다음에서 설명하게 되는 Y자형 커넥터(200)에 의해서 복합형 철골보(300)와 일체로 조립되어진다. 상기 복합형 브라켓(100)은 하부 플랜지(120)가 상부 플랜지(110)보다 더 길게 형성되어 일정한 경사도를 이루게 됨으로써, 복합형 철골보(300)가 조립되어질 때 상기 복합형 철골보의 자중에 의해서 용이하게 미끄러질 수 있도록 한다. 상기 복합형 브라켓의 자유단부가 이루는 내부 경사각도는 50도 내지 70도로 이루어지는 것이 선호되고, 더욱 상세하게는 63도로 이루어지는 것이 특히 선호되지만, 동일한 목적을 달성할 수 있는 다른 각도를 형성하는 것을 배제하는 것은 아니다. As shown in the figure, the composite bracket 100 according to the present invention has one end is fastened and fixed to the pillar 800, the other end is a composite by the Y-shaped connector 200 will be described later It is assembled integrally with cheolgolbo 300. The composite bracket 100 has a lower inclination 120 is formed longer than the upper flange 110 to achieve a constant inclination, when the composite cheolgolbo 300 is assembled by the weight of the composite cheolgolbo easily Allow it to slide. The internal inclination angle of the free end of the composite bracket is preferably made of 50 degrees to 70 degrees, and more particularly preferably made of 63 degrees, but excludes forming another angle that can achieve the same purpose. It is not.
상기 복합형 브라켓(100)의 타측 단부의 하부 플랜지(120)는 웨브(130)보다 더 돌출되게 형성되어짐으로써, 단부의 하부 플랜지가 웨브보다 더 짧게 형성되는 복합형 철골보(300)와 짝을 이루어 결합하게 된다. 본 발명의 선호적인 실시예에 따르면, 상기 단부의 하부 플랜지가 돌출되는 길이는 약 200mm 내지 약 300mm 정도로 형성되는 것이 선호되며, 더욱 상세하게는 260mm 정도 돌출되는 것이 특히 선호되지만, 동일한 목적을 달성할 수 있는 다른 돌출길이의 형성을 배제하는 것은 아니다. 또한 상기 복합형 브라켓(100)의 타측 자유단부의 하부 플랜지(120) 바닥에는 가이딩용 로프(600)가 연결되는 락커 수용구(500)가 부착되어지는데, 이에 대해서는 아래에서 상세하게 설명하도록 한다. The lower flange 120 of the other end of the composite bracket 100 is formed to protrude more than the web 130, so that the lower flange of the end is mated with the composite cheolgolbo 300 is formed shorter than the web Will be combined. According to a preferred embodiment of the present invention, it is preferred that the length of the lower flange protruding from the end is formed to be about 200 mm to about 300 mm, and more particularly, it is particularly preferable to protrude about 260 mm, but to achieve the same purpose. It does not preclude the formation of other protruding lengths that may be. In addition, the bottom of the lower flange 120 of the other free end of the composite bracket 100 is attached to the locker receiving port 500 to which the guiding rope 600 is connected, which will be described in detail below.
상기 복합형 브라켓(100)의 타측 단부는 Y자형 커넥터(200)와 결합되어지는데, 이러한 결합을 위하여 복합형 브라켓(100)의 웨브(130)에 다수의 연결홀(hole, 140)들이 형성되어진다. 상기 다수의 연결홀(140)들은 구조계산을 통하여 필요한 개수만큼 형성되어질 수 있으며, 필요에 따라서는 지그재그식으로 형성되어질 수도 있다. 한편 도 7 및 도 8은 상기에서 설명된 복합형 브라켓(100)이 기둥(800)에 일체로 체결고정된 상태를 도시하고 있는데, 상기 복합형 브라켓(100)은 용접 또는 플레이트를 이용한 볼트와 너트를 이용하여 체결되어질 수 있다. The other end of the hybrid bracket 100 is coupled to the Y-shaped connector 200, for this coupling a plurality of connection holes (hole, 140) is formed in the web 130 of the hybrid bracket 100 Lose. The plurality of connection holes 140 may be formed as many as necessary through structural calculation, and may be formed in a zigzag manner as necessary. Meanwhile, FIGS. 7 and 8 illustrate a state in which the composite bracket 100 described above is integrally fastened to the pillar 800, and the composite bracket 100 is bolted or nut using welding or plate. It can be fastened using.
다음으로 본 발명의 기본적인 구성요소들 중 하나인 Y자형 커넥터(200)에 대해서 설명한다. 도 9 및 도 10과 도 11 및 도 12는 본 발명에 따른 Y자형 커넥터(200)의 복합형 플레이트와 이러한 복합형 플레이트가 한쌍으로써 Y자형 커넥터를 형성하는 모습을 도시하고 있다. 도면에서 도시된 바와 같이, 상기 Y자형 커넥터(200)는 복합형 플레이트(210)가 좌우 한쌍을 형성하게 됨으로써 이루어지게 된다. 상기 복합형 플레이트(210)는 복합형 철골보(300)가 조립위치로 이동되어질 때 철골보(300)가 용이하게 수용될 수 있도록 꺽여진 형태로 형성되어지는 상부 플레이트(220)와, 조립되어지는 복합형 철골보의 웨브(web) 및 복합형 브라켓의 웨브가 끼워져서 이와 함께 고정되어지는 직선형 하부 플레이트(230)를 포함한다. 본 발명의 선호적인 실시예에 따르면, 상기 유도용 Y자형 커넥터(200)의 상부 플레이트(220)는 수직선을 기준으로 30도 내지 60도로 바깥쪽 방향으로 꺽여지는 것이 선호되며, 더욱 상세하게는 약 45도 정도로 꺽여지는 것이 특히 선호되지만, 동일한 목적을 달성할 수 있는 다른 꺽임각도를 배제하는 것은 아니다. Next, the Y-shaped connector 200 which is one of the basic components of the present invention will be described. 9, 10, 11, and 12 illustrate a composite plate of the Y-shaped connector 200 according to the present invention and a pair of such composite plates forming a Y-shaped connector as a pair. As shown in the figure, the Y-shaped connector 200 is made by the composite plate 210 forms a pair of left and right. The composite plate 210 is combined with the upper plate 220 is formed in a bent shape so that the cheolgolbo 300 can be easily accommodated when the complex cheolgolbo 300 is moved to the assembly position The web of the type cheolgolbo (web) and the web of the composite bracket includes a straight bottom plate 230 is fitted and fixed together. According to a preferred embodiment of the present invention, the upper plate 220 of the inductive Y-shaped connector 200 is preferably bent in the outward direction 30 degrees to 60 degrees with respect to the vertical line, more specifically It is particularly preferred to bend it at about 45 degrees, but it does not exclude other angles of angle that can achieve the same purpose.
상기 하부 플레이트(230)의 일측 단부 측면은 상기 복합형 브라켓(100)의 웨브(130)와 일체로 체결고정 되어지도록 상기 복합형 브라켓의 연결홀(hole, 140)과 동일한 크기와 간격으로 형성되어지는 다수의 제 1 연결홀(hole, 240)을 구비하며, 타측 단부 측면은 조립되어지는 복합형 철골보의 웨브와 일체로 체결고정 되어지는 다수의 제 2 연결홀(hole, 250)을 구비하고 있다. One side end side of the lower plate 230 is formed at the same size and spacing as the connection hole (hole, 140) of the composite bracket to be integrally fixed to the web 130 of the composite bracket 100 It has a plurality of first connection holes 240, and the other end side has a plurality of second connection holes 250 which are fastened and fastened integrally with the web of the composite cheolgolbo to be assembled. .
도 13 내지 도 15는 본 발명의 기본적인 구성요소인 조립을 위하여 크레인에 의해서 이동되어지는 복합형 철골보(300)의 정면도, 평면도 그리고 저면도를 도시한 모습이다. 관련 도면들에서 도시된 바와 같이, 상기 복합형 철골보(300)의 양쪽 단부는 상부 플랜지가 하부 플랜지보다 더 길게 되도록 경사지게 형성되는데, 이러한 복합형 철골보(300)의 경사도는 상기 복합형 브라켓(100)의 경사도와 동일한 경사도를 가지게 형성됨으로써 서로 조립될 때 짝을 이룰 수 있도록 한다. 따라서 상기 복합형 철골보(300)의 양쪽 단부가 이루는 내부 경사각도는 50도 내지 70도로 이루어지는 것이 선호되며, 더욱 상세하게는 63도로 이루어지는 것이 특히 선호된다. 13 to 15 is a front view, a plan view and a bottom view of the composite cheolgolbo 300 is moved by a crane for the assembly of the basic components of the present invention. As shown in the related drawings, both ends of the composite cheolgolbo 300 is formed to be inclined so that the upper flange is longer than the lower flange, the inclination of the composite cheolgolbo 300 is the composite bracket 100 It is formed to have the same inclination of the so that it can be paired when assembled with each other. Therefore, the inner inclination angle formed by both ends of the composite cheolgolbo 300 is preferably made of 50 degrees to 70 degrees, more preferably made of 63 degrees.
또한 복합형 철골보의 양쪽 단부의 하부 플랜지(320)는 웨브(330)보다 더 짧게 형성되어짐으로써 조립시에 상기 복합형 브라켓(100)의 돌출되게 형성된 하부 플랜지(120)와 짝을 이루도록 한다. 따라서 복합형 철골보의 양쪽 단부의 하부 플랜지가 후퇴되는 길이는 약 200mm 내지 약 300mm 정도로 형성되는 것이 선호되며, 더욱 상세하게는 260mm 정도 후퇴되어지는 것이 특히 선호된다. 한편 양쪽 단부의 웨브(340)에는 Y자형 커넥터와 일체로 체결고정 되어지도록 상기 Y자형 커넥터의 제 2 연결홀(hole, 250)과 동일한 크기와 간격으로 형성되어지는 다수의 연결홀(hole, 340)이 형성되어진다.In addition, the lower flange 320 at both ends of the composite cheolgolbo is formed to be shorter than the web 330 to mate with the lower flange 120 protrudingly formed of the composite bracket 100 during assembly. Therefore, it is preferable that the length of the lower flanges of both ends of the composite cheolgolbo is retracted from about 200 mm to about 300 mm, and more particularly about 260 mm. On the other hand, the web 340 at both ends has a plurality of connection holes 340 formed at the same size and spacing as the second connection holes 250 of the Y-shaped connector so as to be integrally fixed to the Y-shaped connector. ) Is formed.
도 16 내지 도 18은 본 발명에 따른 복합형 철골보(300)의 하부 플랜지(320) 바닥에 락커(locker, 400)가 부착되어진 모습을 도시하고 있는 정면도, 측면도 및 저면도이다. 상기 도면에서 도시된 바와 같이, 락커(400)는 락커 몸체부(410), 락커 측면부(420) 그리고 락커 헤드부(430)로 이루어지는 것이 선호된다. 락커 측면도(420)는 락커(400)가 다음에서 설명하게 되는 락커 수용구(500)를 통과할 때 락커 몸체부 속으로 후퇴하고 되고 락커 수용구(500)를 완전히 통과하게 되면 원래의 위치로 복귀하게 되며, 이때 현장 작업자는 조립 완료여부를 청각적으로 확인 할 수 있다. 또한 본 발명의 선호적인 실시예에 따르면 락커 헤드부(430)는 락커 몸체부(410)와 서로 다른 색깔로 형성되는 것이 선호된다. 따라서, 락커(400)가 락커 수용구(500)를 완전히 통과하게 되면, 처음에는 보이지 않던 락커 헤드부(430)의 색깔을 현장 작업자가 시각적으로 확인할 수 있게 된다. 16 to 18 is a front view, a side view and a bottom view showing a state in which a locker (locker, 400) is attached to the bottom of the lower flange 320 of the composite cheolgolbo 300 according to the present invention. As shown in the figure, the locker 400 is preferably composed of a locker body portion 410, a locker side portion 420 and a rocker head portion 430. The locker side view 420 retracts into the locker body when the locker 400 passes through the locker receiver 500 which will be described below and returns to its original position once it has completely passed through the locker receiver 500. At this time, the on-site worker can visually check whether the assembly is completed. In addition, according to a preferred embodiment of the present invention, the locker head portion 430 is preferably formed in a different color from the locker body portion 410. Therefore, when the locker 400 passes completely through the locker accommodation port 500, the field operator can visually check the color of the locker head 430 that was not initially visible.
상기와 같은 본 발명에 따른 락커(400)는 단순히 복합형 브라켓(100)과 복합형 철골보(300)의 체결 상태만을 확인 하는 것이 아니라, 현장 작업자가 종래와 같이 철골보 위에 올라가서 위험한 작업을 수행하지 않도록 하기 위한 구성요소들 중 하나로서 락커(400)에 연결되는 가이딩용 로프를 통해서 철골보를 Y자형 커넥터로 유도시키는 역할도 수행하게 된다. 상기 락커(400)는 복합형 철골보(300)의 하부 플랜지 바닥부의 중앙부에 부착되는 것이 선호된다. The locker 400 according to the present invention as described above is not simply to check the fastening state of the composite bracket 100 and the composite cheolgolbo 300, so that the field worker to climb on the cheolgolbo as in the prior art does not perform dangerous work One of the components for the purpose is to guide the cheolgolbo to the Y-shaped connector through the guiding rope connected to the locker 400. The locker 400 is preferably attached to the center of the bottom flange bottom of the composite cheolgolbo 300.
도 19 및 도 20는 본 발명에 따른 복합형 브라켓(100)의 하부 플랜지(120)의 바닥부에 부착되어지는 락커 수용구(500)를 도시하고 있다. 도면에서 도시되고 있는 바와 같이, 상기 락커 수용구(500)는 락커 수용구 몸체부(510)와 락커 수용구 헤드부(520)로 이루어진다. 상기 락커 수용구 몸체부(510)는 복합형 브라켓의 하부 플랜지(120)의 바닥부에 부착되어지며, 락커 수용구 헤드부(520)는 복합형 브라켓으로부터 돌출되어 상기 복합형 철골보의 바닥부에 부착된 락커(500)가 통과하도록 이루어진다. 본 발명의 선호적인 실시예에 따르면 상기 락커 수용구 헤드부(520)는 원형의 고리로 이루어지는 것이 선호되지만, 동일한 목적을 달성할 수 있다면 사각형 등의 다른 형상의 사용을 배제하는 것은 아니다. 19 and 20 illustrate a locker receiver 500 which is attached to the bottom of the lower flange 120 of the composite bracket 100 according to the present invention. As shown in the figure, the locker receiver 500 is composed of a locker receiver body portion 510 and a locker receiver head portion 520. The locker receiver body 510 is attached to the bottom of the lower flange 120 of the composite bracket, the locker receiver head 520 protrudes from the composite bracket to the bottom of the composite cheolgolbo Attached locker 500 is made to pass through. According to a preferred embodiment of the present invention, the locker receiver head portion 520 is preferably made of a circular ring, but does not exclude the use of other shapes such as squares if the same purpose can be achieved.
도 21 내지 도 24는 상기 복합형 철골보(300)의 바닥부에 부착된 락커(400)가 복합형 브라켓(100)의 바닥부에 부착된 락커 수용구(500)를 통과하는 과정을 순차적으로 도시하고 있는 모습이다. 상기 도면에서 도시하고 있는 바와 같이, 본 발명의 선호적인 실시예에 따른 락커(400)는 락커 헤드부(430)에 형성된 구멍을 통해서 가이딩용 로프(600)와 서로 연결되어질 수 있으며, 나아가 락커(400)에 추가적으로 부착된 연결용 고리(도시되지 않음)를 통해서 서로 연결되어질 수도 있다. 또한 본 발명의 다른 선호적인 실시예에 따르면, 락커(400)는 락커 헤드부(430)가 반원형으로 이루어져 있으나, 락커(400)가 락커 수용구(500)를 용이하게 통과할 수 있도록 원뿔형 등 다른 형상으로 이루어질 수도 있다. 도 25는 상기에서 설명하고 있는 본 발명의 기본적인 구성요소인 복합형 브라켓(100), Y자형 커넥터(200), 복합형 철골보(300), 락커(400) 그리고 락커 수용구(500)를 이용하고 철골보가 조립된 상태를 도시하고 있는 모습이다. 21 to 24 sequentially illustrate a process in which the locker 400 attached to the bottom of the composite cheolgolbo 300 passes through the locker receiver 500 attached to the bottom of the composite bracket 100. I'm doing it. As shown in the figure, the locker 400 according to a preferred embodiment of the present invention may be connected to the guiding rope 600 through a hole formed in the rocker head portion 430, and further, the locker ( It may be connected to each other through a connecting ring (not shown) attached additionally to 400. In addition, according to another preferred embodiment of the present invention, the locker 400, but the locker head portion 430 is made of a semi-circular, other locker 400, such as conical to easily pass through the locker receiving port 500 It may be made in a shape. FIG. 25 uses the composite bracket 100, the Y-shaped connector 200, the composite cheolgolbo 300, the locker 400, and the locker receiver 500, which are basic components of the present invention described above. Cheolgolbo is shown as assembled.
다음으로 도 26 내지 도 30은 본 발명에 따른 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구를 이용하여 수행되어지는 건설현장의 철골보 조립방법의 각 단계를 설명하고 있는 모습이다. Next, FIGS. 26 to 30 are views illustrating each step of the method of assembling the cheolgolbo construction site that is performed using the cheolgolbo assembly mechanism using the Y-shaped connector for guiding according to the present invention.
본 발명의 Y자형 커넥터를 이용한 철골보 조립방법에 따르면, 먼저 일측 단부가 기둥에 부착되고 타측 자유단부는 하부 플랜지가 상부 플랜지보다 더 길게 되도록 일정한 경사도를 가지게 형성되며 상기 타측 단부의 하부 플랜지는 웨브보다 더 돌출되게 형성된 복합형 브라켓(100)의 상기 타측 자유단부에, 직선형 하부 플레이트와 바깥쪽 방향으로 꺽인 상부 플레이트로 이루어지는 복합형 플레이트가 좌우 한쌍으로 이루어지는 가이딩용 Y자형 커넥터(connector, 200)를 상기 복합형 브라켓(100)의 웨브와 Y자형 커넥터(200)에 동일하게 형성된 다수의 연결홀(hole)을 통해서 서로 체결고정 하며(제 1 단계), 다음으로 상기 복합형 브라켓(100)의 경사지게 형성된 타측 자유단부에 위치된 하부 플랜지의 바닥부에 부착된 락커 수용구(500)에 가이딩용 로프(600)를 연결시킨다(제 2 단계). According to the method of assembling the cheolgolbo using the Y-shaped connector of the present invention, first one end is attached to the pillar and the other free end is formed to have a constant inclination so that the lower flange is longer than the upper flange and the lower flange of the other end than the web On the other free end of the composite bracket 100 further protruded, a Y-shaped connector 200 for guiding comprising a pair of left and right pairs of composite plates comprising a straight bottom plate and an upper plate bent in an outward direction is formed. Fastening and fastening to each other through a plurality of connection holes (holes) formed in the web of the composite bracket 100 and the Y-shaped connector 200 (first step), and then formed to be inclined of the composite bracket 100 The guiding rope 600 is connected to the locker receiver 500 attached to the bottom of the lower flange located at the other free end. (Second step).
다음으로 상기 복합형 브라켓(100)의 타측 자유단부의 경사도와 동일한 경사도를 가지도록 양측 단부가 형성되고 상기 양쪽 단부의 하부 플랜지는 웨브보다 더 짧게 형성되어져서 상기 복합형 브라켓(100)의 돌출되게 형성된 하부 플랜지와 짝을 이루게 된 복합형 철골보(300)를 크레인(700)에 의해서 지면으로 이동시키고, 상기 복합형 철골보(300)의 경사지게 형성된 양측 단부에 위치된 하부 플랜지의 바닥부에 부착된 락커(locker, 400)에 상기 가이딩용 로프(600)를 연결시킨다(제 3 단계). 상기 가이딩용 로프(600)는 락커(400)에 추가적으로 부착된 연결용 고리(도시되지 않음)를 통해서 서로 연결되어지거나, 락커 헤드부(430)에 형성된 구멍을 통해서 서로 연결되어질 수 있고, 기타 당업자들에게 통상적으로 알려진 방식으로 연결되어질 수도 있다. Next, both ends are formed to have the same inclination as the inclination of the other free end of the composite bracket 100 and the lower flanges of both ends are formed to be shorter than the web so that the composite bracket 100 protrudes. Locker attached to the bottom of the lower flange is located at both ends formed inclined to move the composite cheolgolbo 300 paired with the formed lower flange to the ground by the crane 700, the composite cheolgolbo 300 The guiding rope 600 is connected to the locker 400 (third step). The guiding rope 600 may be connected to each other through a connecting ring (not shown) additionally attached to the locker 400, or may be connected to each other through a hole formed in the rocker head 430, and other skilled in the art May be connected in a manner commonly known to them.
다음으로, 상기 가이딩용 로프(600)가 연결된 복합형 철골보(300)를 크레인(700)에 의해 지상의 조립위치로 이동시킨 후 상기 복합형 브라켓(100)으로 이동시키고(제 4 단계), 상기 가이딩용 로프(600)의 방향조절을 통해서 복합형 철골보(300)에 부착된 락커(400)를 복합형 브라켓(100)에 부착된 락커 수용구(500)로 유도하고, 상기 복합형 브라켓에 설치된 Y자형 커넥터(200) 속으로 이동되면 상기 복합형 철골보의 웨브가 철골부재의 자중에 의해서 복합형 브라켓의 웨브의 경사면을 따라서 이동되어진다(제 5 단계).Next, after moving the composite cheolgolbo 300 connected to the guiding rope 600 to the assembly position on the ground by the crane 700 to move to the composite bracket 100 (fourth step), the Guide the locker 400 attached to the composite cheolgolbo 300 through the direction control of the guiding rope 600 to the locker receiving port 500 attached to the composite bracket 100, installed in the composite bracket When moved into the Y-shaped connector 200, the web of the composite cheolgolbo is moved along the inclined surface of the web of the composite bracket by the weight of the steel member (step 5).
다음으로 상기 Y자형 커넥터(200) 속으로 이동되어진 복합형 철골보(300)의 하부 플랜지에 부착된 락커(400)가 복합형 브라켓(100)의 하부 플랜지에 부착된 락커 수용구(500)를 통과한 후, Y자형 커넥터(100)와 복합형 철골보(300)의 웨브에 동일하게 형성된 다수의 연결홀(hole)을 통하여 상호 체결고정함으로써 복합형 브라켓(100)과 복합형 철골보(300)가 서로 조립되어진다(제 6 단계). Next, the locker 400 attached to the lower flange of the composite cheolgolbo 300 moved into the Y-shaped connector 200 passes through the locker receiver 500 attached to the lower flange of the composite bracket 100. Then, the Y-shaped connector 100 and the composite cheolgolbo 300 by the mutual fastening through a plurality of connection holes (hole) formed the same in the web of the composite bracket 100 and the compound cheolgolbo 300 to each other It is assembled (sixth step).
상기에서 기술된 구성과 효과를 가진 본 발명은 다양한 방법으로 변형이 가능하며, 상기에서 기술된 내용은 본 발명의 범위를 한정하고자 하는 것은 아니다. 또한 본 발명의 사상과 범위에서 벗어나지 않는 한도 내에서 다양한 변형과 수정이 가능하며, 본 발명이 속한 분야의 당업자에게 자명한 변형은 다음의 특허청구범위 범위 내에 포함되어진다.The present invention having the configurations and effects described above can be modified in various ways, and the above description is not intended to limit the scope of the present invention. In addition, various modifications and variations are possible without departing from the spirit and scope of the invention, and modifications apparent to those skilled in the art to which the invention pertains are included within the scope of the following claims.

Claims (12)

  1. 건설현장에서 철골보를 조립하는 방법에 있어서, In the method of assembling the cheolgolbo in the construction site,
    일측 단부는 기둥에 부착되고 타측 자유단부는 하부 플랜지가 상부 플랜지보다 더 길게 되도록 일정한 경사도를 가지게 형성되며 상기 타측 단부의 하부 플랜지는 웨브보다 더 돌출되게 형성되는 복합형 브라켓(100)의 상기 타측 자유단부에, 직선형 하부 플레이트와 바깥쪽 방향으로 꺽인 상부 플레이트로 이루어지는 복합형 플레이트가 좌우 한쌍으로 이루어지는 가이딩용 Y자형 커넥터(connector, 200)를 상기 복합형 브라켓(100)의 웨브와 Y자형 커넥터(200)에 동일하게 형성된 다수의 연결홀(hole)을 통해서 상호 체결고정하는 제 1 단계; One end is attached to the pillar and the other free end is formed to have a constant inclination so that the lower flange is longer than the upper flange and the other side of the lower side of the composite bracket 100 is formed to protrude more than the web At the end, a Y-shaped connector 200 for guiding comprising a pair of left and right pairs of a composite plate consisting of a straight lower plate and an upper plate bent in an outward direction is provided with a web of the composite bracket 100 and a Y-shaped connector 200. A first step of fastening to each other through a plurality of connection holes formed in the same;
    상기 복합형 브라켓(100)의 경사지게 형성된 타측 자유단부에 위치된 하부 플랜지의 바닥부에 부착된 락커 수용구(500)에 가이딩용 로프(600)를 연결시키는 제 2 단계; A second step of connecting the guiding rope 600 to the locker receiver 500 attached to the bottom of the lower flange positioned at the other free end of the composite bracket 100 at an inclined side;
    상기 복합형 브라켓(100)의 타측 자유단부의 경사도와 동일한 경사도를 가지도록 양측 단부가 형성되고 상기 양쪽 단부의 하부 플랜지는 웨브보다 더 짧게 형성되어져서 상기 복합형 브라켓(100)의 돌출되게 형성된 하부 플랜지와 짝을 이루게 된 복합형 철골보(300)를 크레인(700)에 의해서 지면으로 이동시키고, 상기 복합형 철골보(300)의 경사지게 형성된 양측 단부에 위치된 하부 플랜지의 바닥부에 부착된 락커(locker, 400)에 상기 가이딩용 로프(600)를 연결시키는 제 3 단계; Both ends are formed to have the same inclination as the inclination of the other free end of the composite bracket 100 and the lower flanges of both ends are formed shorter than the web so that the lower portion formed to protrude from the composite bracket 100. A locker attached to the bottom of the lower flange located at both ends of the compound cheolgolbo paired with the flange to the ground by the crane 700, the inclined sides of the compound cheolgolbo 300 A third step of connecting the guiding rope (600) to (400);
    상기 가이딩용 로프(600)가 연결된 복합형 철골보(300)를 크레인(700)에 의해 지상의 조립위치로 이동시킨 후 상기 복합형 브라켓(100)으로 이동시키는 제 4 단계; A fourth step of moving the composite cheolgolbo (300) to which the guiding rope (600) is connected to the assembly position on the ground by the crane (700) and then moving to the hybrid bracket (100);
    상기 가이딩용 로프(600)의 방향조절을 통해서 복합형 철골보(300)에 부착된 락커(400)를 복합형 브라켓(100)에 부착된 락커 수용구(500)로 유도하고, 상기 복합형 브라켓에 설치된 Y자형 커넥터(200) 속으로 이동되면 상기 복합형 철골보의 웨브가 철골부재의 자중에 의해서 복합형 브라켓의 웨브의 경사면을 따라서 이동되어지는 제 5 단계; 및Guide the locker 400 attached to the composite cheolgolbo 300 through the direction control of the guiding rope 600 to the locker receiving port 500 attached to the composite bracket 100, to the composite bracket A fifth step of moving the web of the composite cheolgolbo along the inclined surface of the web of the composite bracket by the weight of the steel frame member when moved into the installed Y-shaped connector 200; And
    상기 Y자형 커넥터(200) 속으로 이동되어진 복합형 철골보(300)의 하부 플랜지에 부착된 락커(400)가 복합형 브라켓(100)의 하부 플랜지에 부착된 락커 수용구(500)를 통과한 후, Y자형 커넥터(100)와 복합형 철골보(300)의 웨브에 동일하게 형성된 다수의 연결홀(hole)을 통하여 상호 체결고정함으로써 복합형 브라켓(100)과 복합형 철골보(300)가 서로 조립되어지는 제 6 단계로 이루어지는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립방법After the locker 400 attached to the lower flange of the composite cheolgolbo 300 moved into the Y-shaped connector 200 passes through the locker receiving port 500 attached to the lower flange of the composite bracket 100 The composite bracket 100 and the composite cheolgolbo 300 are assembled to each other by fastening and fastening to each other through a plurality of connection holes formed in the web of the Y-shaped connector 100 and the composite cheolgolbo 300. Cheolgolbo assembly method using the Y-shaped connector for guiding, characterized in that the paper comprises a sixth step
  2. 제 1 항에 있어서, 상기 복합형 브라켓(100)의 타측 자유단부와 상기 복합형 철골보(300)의 양측 단부의 내부 경사각도는 50도 내지 70도로 서로 동일하게 형성되는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립방법The guiding angle of the guiding Y, characterized in that the internal inclination angle of the other free end of the composite bracket 100 and the both ends of the composite cheolgolbo 300 are formed equal to each other 50 to 70 degrees. How to assemble Cheolgolbo using female connector
  3. 제 2 항에 있어서, 상기 복합형 철골보(300)에 부착된 락커(400)가 상기 복합형 브라켓(100)에 부착된 락커 수용구(500)를 완전히 통과할 때 시각적 또는/및 청각적으로 확인되어지는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립방법The method of claim 2, wherein the locker 400 attached to the composite cheolgolbo 300 is visually and / or audibly confirmed when completely passed through the locker receiver 500 attached to the composite bracket 100. Cheolgolbo assembly method using the Y-shaped connector for guiding
  4. 철골보가 조립위치로 이동되어질 때 철골보가 용이하게 수용될 수 있도록 바깥쪽으로 꺽여지게 형성되어지는 상부 플레이트(220)와 그리고 조립되어지는 철골보의 웨브(web) 및 브라켓의 웨브가 끼워져서 이와 함께 고정되어지는 직선형 하부 플레이트(230)를 포함하는 복합형 플레이트(210)로 이루어지며; When the cheolgolbo is moved to the assembly position, the upper plate 220 is formed to be bent outwardly so that the cheolgolbo can be easily accommodated, and the web of the cheolgolbo and the web of the cheolgolbo are fitted and fixed together Losing a composite plate 210 comprising a straight bottom plate 230;
    상기 하부 플레이트(220)의 일측 측면은 기둥에 부착되어지는 브라켓의 웨브와 일체로 체결고정 되어지도록 상기 브라켓의 연결홀과 동일한 크기와 간격으로 형성되어지는 다수의 제 1 연결홀(hole, 240)을 구비하고 타측 측면은 조립되어지는 철골보의 웨브와 일체로 체결고정 되어지도록 상기 철골보의 연결홀과 동일한 크기와 간격으로 형성되어지는 다수의 제 2 연결홀(hole, 250)을 구비하며;One side of the lower plate 220 has a plurality of first connection holes 240 formed at the same size and spacing as the connection holes of the brackets to be integrally fixed to the web of the brackets attached to the pillars. And the other side has a plurality of second connection holes 250 formed at the same size and spacing as the connection holes of the cheolgolbo to be fastened and fixed integrally with the web of the cheolgolbo being assembled;
    상기 복합형 플레이트(210)는 한쌍으로 이루어져서 Y자형으로 형성되는 것을 특징으로 하는 유도용 Y자형 커넥터The composite plate 210 is a pair of induction Y-shaped connector, characterized in that formed in a Y-shape
  5. 제 4 항에 있어서, 상기 유도용 Y자형 커넥터(200)의 상부 플레이트(220)는 30도 내지 60도로 꺽여지는 것을 특징으로 하는 유도용 Y자형 커넥터5. The inductive Y-shaped connector according to claim 4, wherein the upper plate 220 of the inductive Y-shaped connector 200 is bent at 30 to 60 degrees.
  6. 제 5 항에 있어서, 상기 다수의 연결홀(hole, 240,250)들은 지그재그 식으로 형성되는 것을 특징으로 하는 유도용 Y자형 커넥터The inductive Y-shaped connector of claim 5, wherein the plurality of connection holes 240 and 250 are formed in a zigzag manner.
  7. 건설현장에서 철골보를 조립하는 기구에 있어서, In the mechanism for assembling a steel frame at the construction site,
    일측 단부는 철골기둥과 체결고정 되어지며 타측 단부는 타측 단부는 하부 플랜지(120)가 상부 플랜지(110)보다 더 길게 되도록 일정한 경사도를 가지며, 상기 타측 단부의 하부 플랜지(120)는 웨브(130)보다 더 돌출되게 형성되고, 상기 타측 단부에는 Y자형 커넥터와 연결되는 다수의 연결홀(hole, 140)을 포함하는 복합형 브라켓(100);One end is fastened and fixed to the steel pillar and the other end has a constant inclination so that the lower end 120 is longer than the upper flange 110, the lower flange 120 of the other end of the web 130 Formed to protrude even more, the other end of the hybrid bracket 100 including a plurality of connection holes (hole, 140) connected to the Y-shaped connector;
    바깥쪽으로 꺽여진 형태로 형성되어지는 상부 플레이트(220)와, 조립되는 복합형 철골보의 웨브(web) 및 복합형 브라켓의 웨브가 끼워져서 이와 함께 고정되어지는 직선형 하부 플레이트(230)를 포함하는 복합형 플레이트(210)로 이루어지며, 상기 하부 플레이트(230)의 일측 단부 측면은 상기 복합형 브라켓의 연결홀(hole, 140)과 동일한 크기와 간격으로 형성되어지는 다수의 제 1 연결홀(hole, 240)을 구비하고 타측 단부 측면은 조립되어지는 복합형 철골보의 웨브와 일체로 체결고정 되어지는 다수의 제 2 연결홀(hole, 250)을 구비하며, 상기 복합형 플레이트(210)는 한쌍으로 이루어져서 Y자형으로 형성되는 Y자형 커넥터(200); The composite includes an upper plate 220 formed in an outwardly bent shape, a straight bottom plate 230 in which a web of a composite steel-steel beam to be assembled and a web of a composite bracket are fitted into and fixed thereto. It is made of a plate 210, one side end side of the lower plate 230 has a plurality of first connection holes (holes, formed at the same size and spacing as the connection holes (hole, 140) of the composite bracket, 240 is provided, and the other end side has a plurality of second connection holes 250 which are fastened and fastened integrally with the web of the composite cheolgolbo being assembled, and the composite plate 210 is formed in a pair. A Y-shaped connector 200 formed in a Y shape;
    양쪽 단부는 상부 플랜지(310)가 하부 플랜지(320)보다 더 길게되며 상기 복합형 브라켓의 경사도와 동일하게 형성되고, 상기 양쪽 단부의 하부 플랜지(320)는 웨브(330)보다 더 짧게 형성되어지고, 양쪽 단부의 웨브(330)는 상기 Y자형 커넥터의 제 2 연결홀(hole, 250)과 동일한 크기와 간격으로 형성되어지는 다수의 연결홀(hole, 340)을 포함하는 복합형 철골보(300); Both ends are formed with the upper flange 310 longer than the lower flange 320 and the same degree of inclination of the composite bracket, and the lower flange 320 at both ends is formed shorter than the web 330 The web 330 at both ends has a complex cheolgolbo 300 including a plurality of connection holes 340 formed at the same size and spacing as the second connection holes 250 of the Y-shaped connector. ;
    상기 복합형 철골보(300)의 양측 단부에 위치한 하부 플랜지(320)의 바닥부에 부착되어지고 가이딩용 로프가 연결되어지며, 복합형 철골보와 복합형 브라켓이 서로 조립되어질 때 락커 수용구를 통과하게 되는 몸체부(410)와 측면부(420) 그리고 헤드부(430)로 이루어지는 락커(locker, 400); 및Attached to the bottom of the lower flange 320 located at both ends of the composite cheolgolbo 300, the guiding rope is connected, when the composite cheolgolbo and the composite bracket is assembled with each other to pass through the locker receiving port A locker 400 including a body portion 410, a side portion 420, and a head portion 430; And
    상기 복합형 브라켓(100)의 타측 자유단부에 위치한 하부 플랜지(120)의 바닥부에 형성되어지며, 가이딩용 로프(600)가 연결된 상기 락커(locker, 400)가 통과되어지는 몸체부(510)와 헤드부(520)로 이루어지는 락커 수용구(500)를 포함하는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구The body portion 510 is formed at the bottom of the lower flange 120 located at the other free end of the composite bracket 100, and the locker 400 to which the guiding rope 600 is connected is passed. And cheolgolbo assembly mechanism using a Y-shaped connector for guiding, characterized in that it comprises a locker receiving port 500 consisting of a head portion 520
  8. 제 7 항에 있어서, 상기 락커(locker, 400)의 양쪽 측면부(420)는 압력을 가해지면 눌려지고 압력이 제거되면 원래의 위치로 회복되는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구The method of claim 7, wherein both side portions 420 of the locker (locker) 400 is pressed when the pressure is applied to the steel cheolgolbo assembly mechanism using a Y-shaped connector for guiding, characterized in that to return to its original position when the pressure is removed
  9. 제 8 항에 있어서, 상기 락커(locker, 400)의 헤드부(430)는 몸체부(410)와 다른 색깔로 형성되는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구The method of claim 8, wherein the head portion 430 of the locker (locker) 400 is a cheolgolbo assembling mechanism using a Y-shaped connector for guiding, characterized in that formed in a different color than the body portion 410
  10. 제 9 항에 있어서, 상기 다수의 연결홀(hole, 140, 240, 250, 340)들은 지그재그식으로 형성되는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구10. The method of claim 9, wherein the plurality of connection holes (holes, 140, 240, 250, 340) is zigzag-shaped cheolgolbo assembly mechanism using a guiding Y-shaped connector, characterized in that formed
  11. 제 7 항 내지 제 10 항 중 어느 한 항에 있어서, 상기 복합형 브라켓(100) 타측 자유단부와 복합형 철골보(300)의 양쪽 단부의 내부 경사각도는 50도 내지 70도로 서로 동일하게 형성되는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구The method according to any one of claims 7 to 10, wherein the internal inclination angles of the free ends of the other side of the composite bracket 100 and the two ends of the composite cheolgolbo 300 are formed equal to each other 50 to 70 degrees Steel golbo assembly mechanism using Y-shaped connector for guiding
  12. 제 11 항에 있어서, 상기 유도용 Y자형 커넥터(200)의 상부 플레이트(220)는 30도 내지 60도로 꺽여지는 것을 특징으로 하는 가이딩용 Y자형 커넥터를 이용한 철골보 조립기구According to claim 11, Steel plate assembly using a guiding Y-shaped connector, characterized in that the upper plate 220 of the induction Y-shaped connector 200 is bent 30 to 60 degrees
PCT/KR2009/006871 2008-11-26 2009-11-20 Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same WO2010062084A2 (en)

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KR1020080117971A KR100996935B1 (en) 2008-11-26 2008-11-26 Method for constructing steel beam by using y-type connector
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