KR101389113B1 - Intergrated deck plate with truss girder - Google Patents

Intergrated deck plate with truss girder Download PDF

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Publication number
KR101389113B1
KR101389113B1 KR1020120133501A KR20120133501A KR101389113B1 KR 101389113 B1 KR101389113 B1 KR 101389113B1 KR 1020120133501 A KR1020120133501 A KR 1020120133501A KR 20120133501 A KR20120133501 A KR 20120133501A KR 101389113 B1 KR101389113 B1 KR 101389113B1
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South Korea
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bent
truss girder
welded
male
portions
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KR1020120133501A
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Korean (ko)
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전주희
전성진
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(주)다즈종합건축사사무소
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
    • E04C5/0631—Reinforcing mats combined with separate prefabricated reinforcement cages or girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78—Heat insulating elements
    • E04B1/80—Heat insulating elements slab-shaped

Abstract

The present invention relates to a deck plate integrated with truss girders which the truss girders are welded and joined. The deck plate integrated with the truss girders includes a deck panel to which the truss girders are welded and joined on the top surface. The deck panel includes a connection male port, a connection female port, and a pair of supporters. The connection male port is formed on one side of a metallic plate in the width direction, and the connection female port is formed on the other side of the metallic plate. The supporters are formed on the top surface of the metallic plate in the longitudinal direction and include a recessed unit. The recessed unit of the center is bent downward to be recessed and includes two welded portions on both ends. A reversed triangle space unit is integrally formed by the recessed unit, the two welding portions, and two inclined portions on the inner lower part of the recessed unit. A post portion vertically bent is formed on the lower part of the inclined portion. A reinforcing protrusion protruding upward is formed between the left and right supports. Lattice members bent into a wave shape are welded and joined to both sides of an upper steel bar of the truss girder, and lower steel bar is welded and joined to the outer side of the lower part of the lattice member so that the truss girder is formed into a triangle shape. Each lower part of the lattice members is horizontally bent to the outer side so that foot units are formed. The lower parts of the foot units of the truss girder are welded and joined to the welding portions of the supporters of the deck panel.

Description

트러스거더 일체형 데크플레이트{Intergrated Deck Plate with Truss Girder}Truss girder integrated deck plate {Intergrated Deck Plate with Truss Girder}

본 발명은 장스팬용으로 개발된 트러스거더의 하부에 받침구를 통하여 용접결합되는 데크패널과 이러한 방식으로 데크패널과 트러스거더가 용접결합되어진 트러스거더 일체형 데크플레이트에 관한 것이다. The present invention relates to a deck panel welded to the bottom of the truss girder developed for the long span through the support and the truss girder integrated deck plate is welded to the deck panel and the truss girder in this way.

일반적으로 콘크리트 구조물은 먼저 거푸집을 설치하고, 거푸집에 철근 등을 배근한 후 콘크리트의 타설 및 양생 그리고 거푸집을 해체하는 과정에서 공기가 길어지는 문제점이 있었다.In general, a concrete structure has a problem in that the air is long in the process of installing the formwork, reinforcing the reinforcing bars, etc. and then placing and curing the concrete and dismantling the formwork.

이러한 문제점을 해결하기 위하여 보 사이에 가설되어 그 위에 타설되어지는 콘크리트의 하중을 지지할 수 있는 트러스거더와 데크패널이 일체화된 데크플레이트가 제안되었다.In order to solve this problem, a deck plate in which a truss girder and a deck panel are installed between beams to support the load of concrete to be placed thereon has been proposed.

그러나 종래의 데크플레이트는 용접과정에 있어서, 라티스재의 하부를 데크패널에 모두 용접결합하거나, 단순히 산의 형태로 받침구를 절곡하였으므로 작업과정이 매우 비효율적이며 장시간이 소요되었다.However, in the conventional deck plate welding process, all of the bottom of the lattice material is welded to the deck panel, or simply bent the support in the form of an acid, the work process is very inefficient and takes a long time.

그럼에도 불구하고 산의 형태를 갖는 1 접점 방식으로 용접됨으로, 용접면적이 상대적으로 작아 녹이나 부식으로 인하여 이탈될 염려가 있었으며, 콘크리트 타설 후에 콘크리트의 하중을 효과적으로 전달하지 못하였다.Nevertheless, the welded area was welded in the form of a one-contact type, so that the welding area was relatively small, which could lead to delamination due to rust or corrosion.

또한, 데크패널과 트러스거더의 용접 후 운반시 공간상의 제약을 받았고, 현장 용접결합을 할 경우에는 공기가 길어지는 문제점이 있었을 뿐만 아니라 장스팬의 공간이 필요한 경우에는 획일화된 규격의 데크페널로 인하여, 불필요한 자재가 낭비되어 경제적으로 비효율적인 문제점이 있었다. In addition, when the deck panel and the truss girder were transported after welding, they were limited in space, and when they were welded on site, the air was not only long, but when the space of the long span was needed, the deck panel of uniform size was used. Due to this, unnecessary materials are wasted and there was a problem of economic inefficiency.

뿐만 아니라, 타설되는 콘크리트의 양이 많아 슬라브가 무거워져 비경제적인 단점이 있었으며, 덕트부의 확보를 위해서, 별도의 공간을 마련하여야 하는바, 층고가 낮아지는 문제가 있었다. In addition, the amount of concrete to be poured is a lot of slabs are heavy, there was an uneconomical disadvantage, in order to secure the duct portion, to provide a separate space, there was a problem that the floor height is low.

또한, 보강철근을 배치하는 과정에서 별도의 이음철사로 고정하는 번거로움이 있었으며, 최상층의 경우, 시공후 단열재 설치를 별도의 공정으로 해야만 하는바, 공기가 길어지는 단점이 있었다. In addition, in the process of arranging the reinforcing bar was a hassle to fix with a separate joint wire, in the case of the top floor, the installation of the heat insulating material after the construction must be a separate process, there was a disadvantage that the air is long.

상기한 문제점을 해소하기 위하여 본 발명은 데크패널을 형성함에 금속판체를 일체로 절곡하여 제조가 용이하며, 받침구를 형성시켜되 2 접점 방식으로 용접부에 의한 용접면적을 상대적으로 넓히고, 상기 받침구가 역삼각형의 형상을 취함으로 구조적으로 안정되게 하중을 전달할 수 있으며, 용접시간을 단축시켜 미숙련공도 현장에서 간편히 시공품질을 유지하면서 경제적으로 시공할 수 있고, 길이에 제약받지 않고 유연하게 데크패널의 스팬을 넓힐 수 있으며, 타설되는 콘크리트의 양을 경량화할 수 있는 트러스거더 일체형 데크플레이트를 제공하고자 한다. In order to solve the above problems, the present invention is easy to manufacture by integrally bending the metal plate body to form a deck panel, to form a support port, and relatively wider the welding area by the welding part in the two-contact method, the support hole By taking the shape of an inverted triangle, it is possible to transfer the load structurally and stably, and by shortening the welding time, the unskilled workers can be installed economically while maintaining the construction quality easily in the field, and it is flexible without being restricted by the length of the deck panel. It is intended to provide a truss girder integrated deck plate that can widen the span and reduce the amount of concrete to be poured.

본 발명은 상기한 과제를 해결하기 위하여, 데크패널(100)의 상부에 트러스거더(200)가 용접결합되어 이루어지는 트러스거더 일체형 데크플레이트(A)에 있어서, 상기 데크패널(100)은 금속판체의 폭방향 일측에는 연결숫구(110)가 형성되어지고, 타측에는 연결암구(120)가 형성되어지며, 상기 금속판체(100)의 상부면에 한 쌍의 받침구(130)가 길이 방향으로 형성되어지되, 상기 받침구(130)는 중앙이 하부로 오목하게 절곡되어진 오목부(131) 양측 단부에 두개의 용접부(132,132')가 형성되어지고, 상기 오목부(131)의 하부 내측에 역삼각공간부(133)가 일체로 형성되어지며, 상기 역삼각공간부(133)는 상기 오목부(131), 두개의 용접부(132)(132') 및 두개의 경사부(134)(134')에 의하여 일체로 형성되어지고, 상기 경사부(134)(134')의 하부에는 지주부(135)(135')가 수직 절곡되어 형성되어지되, 상기 한 쌍의 받침구(130)인 좌, 우측 받침구(130) 사이의 내측에는 상부로 돌출되어지는 보강돌부(140)가 형성되어지며, 상기 트러스거더(200)는 상부철근(210)을 중심으로 양측으로 웨이브 형태로 절곡된 래티스재(220)가 각각 용접결합되고, 상기 래티스재(220) 하부 외측에는 하부철근(230)이 각각 용접결합되어 삼각형태로 형성되어지되, 상기 래티스재(220)의 하단부는 각각 외측 수평방향으로 절곡되어 푸트부(240)가 구비되어지고, 상기 데크패널(100)의 받침구(130)의 용접부(132)(132')에 상기 트러스거더(200)의 푸트부(240) 하부가 용접결합되어지는 것을 특징으로 한다.In order to solve the above problems, the truss girder integrated deck plate (A) is formed by welding the truss girder 200 to the upper portion of the deck panel 100, the deck panel 100 is made of a metal plate body A connecting male ball 110 is formed at one side in the width direction, and a connecting arm ball 120 is formed at the other side, and a pair of support holes 130 are formed in the longitudinal direction on the upper surface of the metal plate 100. However, the support hole 130 has two welded portions 132 and 132 'formed at both ends of the concave portion 131, the center of which is bent concave downward, and an inverted triangular space portion inside the lower portion of the concave portion 131. 133 is integrally formed, and the inverted triangular space part 133 is integrally formed by the recess 131, the two welding parts 132 and 132 ′, and the two inclined parts 134 and 134 ′. And the support portions 135 and 135 'are vertically bent to the lower portions of the inclined portions 134 and 134'. Will be, but the inner side between the left and right support port 130 of the pair of support holes 130 is formed with a reinforcing protrusion 140 is protruded to the top, the truss girder 200 is the upper reinforcement ( The lattice material 220 bent in a wave shape to both sides around the 210 is welded, respectively, the lower reinforcement 230 is welded to the lower outer side of the lattice material 220 is formed in a triangular shape, the The lower end of the lattice material 220 is bent in the outer horizontal direction, respectively, and the foot part 240 is provided, and the truss girder is welded to the weld parts 132 and 132 ′ of the support hole 130 of the deck panel 100. The foot portion 240 of the 200 is characterized in that the welded.

또한, 상기 트러스거더(200)의 양단부에는 각각 보강부재(300)가 결합되어지되, 상기 보강부재(300)는 수직지지부재(310)와 수평지지부재(320)가 결합되어 십자형으로 구성되어지고, 상기 수직지지부재(310)에 상부철근(310)의 일단이 용접결합되어지며, 상기 수평지지부재(320)의 양측에 하부철근(320)의 일단이 용접결합되어지고, 상기 래티스재(220)는 양측 단부가 마주보도록 내측으로 절곡되어 상기 수직지지부재(310)에 용접결합되어지는 것을 특징으로 한다.In addition, both ends of the truss girder 200, respectively, the reinforcing member 300 is coupled, the reinforcing member 300 is a vertical support member 310 and the horizontal support member 320 is combined to form a cross One end of the upper reinforcement 310 is welded to the vertical support member 310, one end of the lower reinforcement 320 is welded to both sides of the horizontal support member 320, and the lattice material 220. ) Is bent inwardly so that both ends face each other, and is welded to the vertical support member 310.

또한, 상기 연결숫구(110)는 상기 금속판체의 일측이 외측 상향으로 경사지게 절곡되어 숫구연결부(111)가 형성되고, 상기 숫구연결부(111)가 외측 수평방향으로 절곡되어 숫구수평부(112)가 형성되며, 상기 숫구수평부(112)가 수직 하향으로 절곡되어 숫구수직부(113)가 형성되고, 상기 숫구수직부(113)가 내측 하향으로 절곡되어 숫구경사부(114)가 일체로 형성되어지되, 상기 연결암구(120)는 상기 금속판체의 타측이 상향으로 절곡되어 암구수직부(121)가 형성되고, 상기 암구수직부(121)가 내측 상향으로 절곡되어 암구경사부(122)가 형성되어지는 것을 특징으로 한다. In addition, the connecting male 110 is bent in one side of the metal plate to be inclined upward upward, the male connecting portion 111 is formed, the male connecting portion 111 is bent in the outer horizontal direction, the male horizontal part 112 is The male horizontal part 112 is bent vertically downward to form a male vertical part 113, and the male vertical part 113 is bent downward to an inner side so that the male ball inclined part 114 is integrally formed. Wherein, the connecting arm 120 is bent upward of the other side of the metal plate body is formed a female ball vertical portion 121, the female ball vertical portion 121 is bent inwardly upward to form a female ball inclined portion 122 It is characterized by being.

또한, 상기 연결숫구(110)의 숫구수직부(113)와 연결암구(120)의 암구수직부(121)의 내측에는 실링부재(150)가 각각 구비되어지되, 연결숫구(110)의 숫구경사부(114)의 단부가 암구실링부재(152)의 홈부(152-1)에 끼움결합되어지고, 연결암구(120)의 암구경사부(122)의 단부가 숫구실링부재(151)의 홈부(151-1)에 끼움결합되어지는 것을 특징으로 한다.In addition, the sealing member 150 is provided on the inside of the male vertical portion 113 and the female vertical portion 121 of the connecting arm 110, respectively, of the connecting male 110, the male diameter of the connecting male 110, respectively. An end portion of the yarn portion 114 is fitted into the groove portion 152-1 of the female sealing member 152, and an end portion of the female inclined portion 122 of the connecting arm hole 120 is formed of the male sealing member 151. It is characterized in that it is fitted into the groove 151-1.

또한, 상기 금속판체의 하부에는 단열재(160)가 일체로 구비되어지는 것을 특징으로 한다.In addition, the lower portion of the metal plate body is characterized in that the heat insulating material 160 is provided integrally.

또한, 상기 단열재(160)의 폭방향 일측에는 연결철부(161)이 형성되어지고, 타측에는 연결요부(162)가 형성되어진 것을 특징으로 한다.In addition, the connection convex portion 161 is formed on one side in the width direction of the heat insulator 160, and the connection recess 162 is formed on the other side.

또한, 상기 데크플레이트(A)의 폭방향 일측에는 연결부재(400)가 구비되어지되, 상기 연결부재(400)는 수평부(410)의 양측으로 내측 하향 절곡되어 측면부(420,420')가 형성되어, 내측에 공간부(480)가 마련되어지고, 상기 연결수평부(430,430')의 일측에는 연결숫구(440)가 형성되어지며, 타측에는 연결암구(450)가 형성되어지는 것을 특징으로 한다.In addition, one side of the deck plate (A) in the width direction is provided with a connecting member 400, the connecting member 400 is bent inward downward to both sides of the horizontal portion 410 is formed with side parts (420, 420 ') The inner space portion 480 is provided, one side of the connection horizontal portion 430, 430 'is formed with a connection male ball 440, the other side is characterized in that the connection arm sphere 450 is formed.

또한, 상기 연결부재(400)의 하부에는 단열재(460)가 일체로 구비되어지며, 연결숫구(440)와 연결암구(450)의 내측에는 실링부재(490)가 구비되어지는 것을 특징으로 한다.In addition, the lower portion of the connecting member 400 is provided with a heat insulating material 460 integrally, characterized in that the sealing member 490 is provided on the inner side of the connecting male 440 and the connecting arm (450).

그리고, 상기 연결부재(400)의 수평부(410) 상단에는 다수개의 철근고정부(470)가 길이방향으로 배치되어지되, 상기 철근고정부(470)는 보강철근(S)이 상기 데크플레이트(A)의 폭방향으로 끼움결합되도록 안착부(471)과 끼움부(472)로 구성되어진 것을 특징으로 한다. In addition, a plurality of reinforcing fixing parts 470 are disposed in the longitudinal direction at the upper end of the horizontal portion 410 of the connecting member 400, and the reinforcing fixing parts 470 are reinforcing bars S having the deck plate ( A) characterized in that consisting of the seating portion 471 and the fitting portion 472 to be fitted in the width direction.

데크패널을 형성함에 금속판체를 일체로 절곡하여 제조가 용이하며 경제적일 뿐만 아니라 금속판체에 보강돌부가 있어 인장력에도 효과적으로 대응할 수 있다.It is easy to manufacture and economical by integrally bending the metal plate body to form the deck panel, and also has a reinforcing protrusion on the metal plate body can effectively cope with the tensile force.

또한, 데크패널에 받침구를 형성시켜 2 접점 방식으로 용접부에 의한 용접면적을 상대적으로 넓혀 녹이나 부식으로부터 보호함과 동시에 콘크리트 하중으로 인한 처짐으로부터 강도를 증대시킬 수 있을 뿐 아니라, 역삼각형 형상으로 절곡시켜 구조적으로 하중을 효과적으로 전달할 수 있다.In addition, by forming a support hole on the deck panel, the welding area by the welded part can be relatively expanded by the two-contact method to protect it from rust and corrosion, and to increase the strength from deflection due to the concrete load. It can be bent to transfer load effectively structurally.

또한, 지주부는 가운데 접합되도록 두개의 지주부가 맞대어져 형성되어 인장력으로 인한 지주부의 절곡을 효과적으로 방지할 수 있는 이점이 있다. In addition, the strut portion has an advantage that can be effectively prevent the bending of the strut due to the tensile force is formed by the two strut portion to be joined in the middle.

또한, 트러스거더의 래티스재가 일체로 절곡된 푸트부와 접촉되는 부분만 용접하므로 용접시간을 단축시켜 미숙련공도 현장에서 간편히 시공품질을 유지하면서 경제적으로 시공할 수 있는 효과가 있다.In addition, since the lattice material of the truss girder welds only the part contacting the bent part integrally, the welding time can be shortened, so that unskilled workers can be constructed economically while maintaining the construction quality easily in the field.

한편, 트러스거더의 양단부에는 보강부재가 구비되어, 상부철근, 하부철근 및 래티스재를 용접결합시켜, 부재간의 견고성을 확보할 수 있다.On the other hand, both ends of the truss girder is provided with a reinforcing member, by welding the upper reinforcing bar, the lower reinforcing bar and the lattice material, it is possible to secure the firmness between the members.

또한, 데크플레이트의 하부면의 외관도 양호하게 유지할 수 있는 효과를 얻을 수 있으며, 단열재가 일체로 형성되어, 별도의 단열작업이 불필요한 이점이 있다.In addition, it is possible to obtain an effect that can maintain a good appearance of the lower surface of the deck plate, the heat insulating material is integrally formed, there is an advantage that no separate heat insulation work.

또한, 연결부재를 이용하여, 콘크리트의 양을 경량화할 수 있으며, 연결부재의 내에 각종 배관이나 전선 등의 설비시설을 마련할 수 있고, 철근고정부를 통하여, 보강철근을 효과적으로 배치할 수 있다. In addition, by using the connecting member, the amount of concrete can be reduced in weight, various facilities such as piping and electric wires can be provided in the connecting member, and the reinforcing bars can be effectively arranged through the reinforcing bars.

아울러, 양 단부의 연결숫구 및 연결암구를 통하여 길이에 제약받지 않고 유연하게 데크패널의 스팬을 넓힐 수 있을 뿐만 아니라, 실링부재를 이용하여 긴결한 결속이 가능하며, 현장에서 용접결합이 용이함에 따라 운반이 간소화되는 효과가 있다. In addition, not only the length of the deck panel can be flexibly widened through the connection number and the connecting arm at both ends, but also tight coupling is possible by using a sealing member, and the welding connection is easy in the field. There is an effect that the transportation is simplified.

도 1은 종래의 데크플레이트를 도시한 사시도.
도 2a는 본 발명의 일 실시예에 따른 데크패널의 사시도.
도 2b는 본 발명의 일 실시예에 따른 데크패널의 정면도.
도 3a은 본 발명의 일 실시예에 따른 트러스거더 일체형 데크플레이트의 사시도.
도 3b은 본 발명의 일 실시예에 따른 트러스거더 일체형 데크플레이트의 정면도.
도 4a는 본 발명의 일 실시예에 따른 데크플레이트의 결합 사시도.
도 4b는 본 발명의 일 실시예에 따른 데크플레이트의 결합 정면도.
도 5a는 본 발명의 또 다른 실시예에 따른 데크플레이트의 결합 사시도.
도 5b는 본 발명의 또 다른 실시예에 따른 데크플레이트의 결합 정면도.1 is a perspective view showing a conventional deck plate.
Figure 2a is a perspective view of the deck panel according to an embodiment of the present invention.
Figure 2b is a front view of the deck panel according to an embodiment of the present invention.
Figure 3a is a perspective view of the truss girder integrated deck plate according to an embodiment of the present invention.
Figure 3b is a front view of the truss girder integrated deck plate according to an embodiment of the present invention.
Figure 4a is a perspective view of the combined deck plate according to an embodiment of the present invention.
Figure 4b is a combined front view of the deck plate according to an embodiment of the present invention.
Figure 5a is a perspective view of the deck plate combined according to another embodiment of the present invention.
Figure 5b is a combined front view of the deck plate according to another embodiment of the present invention.

본 발명의 실시예를 첨부 도면을 참조하여 설명하면 다음과 같다.DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the accompanying drawings.

종래의 데크플레이트는 건축구조물의 슬라브에서 주로 사용되어지는 것으로 도 1에 도시된 바와 같이, 데크패널의 상부에 트러스거더가 일체 형태를 갖도록 결합되어 있다. Conventional deck plate is mainly used in the slab of the building structure, as shown in Figure 1, the truss girder is coupled to the upper portion of the deck panel to have an integral form.

도 2a 내지 도 5b에 도시된 바와 같이 본 발명은 금속판체를 일체로 절곡하여 데크패널(100)을 형성함으로써 경제적인 생산이 가능하고, 한 쌍의 받침구(130)가 절곡되어 후술하는 트러스거더(B)의 푸트부(240)가 안정되게 받쳐진 상태로 용접되어지되, 그 사이에 보강돌부(140)를 형성하여 인장력으로 부터 효과적으로 대응할 수 있도록 구성되어 있다.As shown in Figures 2a to 5b the present invention can be economically produced by integrally bending the metal plate body to form a deck panel 100, a pair of support holes 130 are bent to the truss girder to be described later The foot part 240 of (B) is welded in a stable supported state, but is formed so as to effectively respond from the tensile force by forming a reinforcement protrusion 140 therebetween.

상기 데크패널(A)의 폭방향 일측에는 연결숫구(110)가 형성되고, 타측에는 연결암구(120)가 형성되어 폭방향으로 반복되게 결합되어질 수 있게 구성되어, 스팬의 길이에 구애받지 않고 장스팬에 효과적으로 대응할 수 있다.Connection deck (110) is formed on one side in the width direction of the deck panel (A), the connecting arm (120) is formed on the other side is configured to be repeatedly coupled in the width direction, regardless of the length of the span It can cope effectively with span.

상기 각각의 받침구(130)는 상기 받침구(130)는 중앙이 하부로 오목하게 절곡되어진 오목부(131) 양측 단부에 두개의 용접부(132,132')가 형성되어지고, 상기 오목부(131)의 하부 내측에 역삼각공간부(133)가 일체로 형성되어지며, 상기 역삼각공간부(133)는 상기 오목부(131), 두개의 용접부(132)(132') 및 두개의 경사부(134)(134')에 의하여 일체로 형성되어지고, 상기 경사부(134)(134')의 하부에는 지주부(135)(135')가 수직 절곡되어 형성되어진다.Each of the support holes 130 has two welds 132 and 132 ′ formed at both ends of the recess 131, the center of which is bent downwardly. The reverse triangular space portion 133 is integrally formed in the lower inner side of the reverse triangular space portion 133, the recess 131, the two welded portions 132, 132 ′, and the two inclined portions 134. 134 'is integrally formed, and the lower portions of the inclined portions 134 and 134' are vertically bent by the support portions 135 and 135 '.

또한, 상기 받침구(130)는 상기 두개의 지주부(135)(135')가 서로 맞대어져 형성될 수 있다. 이 경우, 인장력으로 인한 지주부(135)(135')의 절곡을 효과적으로 방지할 수 있는 장점이 있다. In addition, the support 130 may be formed by the two holding portions 135, 135 'butting each other. In this case, there is an advantage that can effectively prevent the bending of the struts 135, 135 'due to the tensile force.

상기한 두개의 용접부(132)(132')는 2 접점 방식으로 용접되는 바, 접촉면적을 넓혀서 콘크리트 타설 후의 콘크리트 하중에 효과적으로 대응할 수 있도록 하며, 후술할 푸트부(240)와 접촉하는 곳만 선택적으로 용접하면 되므로 개별 부재를 용이하게 운반할 수 있고, 미숙련자도 쉽게 용접결합할 수 있는 이점이 있다.The two welded portions 132 and 132 'are welded in a two-contact manner, thereby widening the contact area to effectively cope with the concrete load after the concrete is placed, and selectively contacting only the foot portion 240 to be described later. Since the welding can be carried easily individual members, there is an advantage that even an unskilled person can be easily welded.

상기 오목부(131)은 후술할 트러스거더(200)의 푸트부(240)가 놓여질 때, 상기 오목부(131)에 의하여 안정적으로 받쳐지게 되며, 역삼각공간부(134)의 완충작용으로 공간부가 하중에 의하여, 눌려지면서 안착시킬 수 있는 효과가 있다.The recess 131 is stably supported by the recess 131 when the foot part 240 of the truss girder 200 to be described later is placed, and the space part is buffered by the reverse triangular space part 134. By the load, there is an effect that can be pressed while being seated.

또한, 상기 받침구(130)는 전체적으로 역삼각형 형상을 취하는 바, 구조적으로 하중을 효과적으로 전달할 수 있다.In addition, the support port 130 has an inverted triangular shape as a whole, and can structurally transmit a load effectively.

한편, 상기 상기 트러스거더(200)는 측면에서 삼각형의 형상을 갖는 것으로 하부 폭은 60mm이며, 높이가 100mm이고, 길이가 대략 3,300mm 내지 4,000mm로 하는 것이 바람직하다. 또한, 하나의 트러스거더(B)는 2열 내지 3열 정도로 배열되어지게 하며 이를 위해 데크패널(A)은 가로 3,300mm 내지 4,000mm, 세로 600mm를 갖도록 하는 것이 바람직하다. On the other hand, the truss girder 200 has a triangular shape at the side, the lower width is 60mm, the height is 100mm, the length is preferably approximately 3,300mm to 4,000mm. In addition, one truss girder (B) is to be arranged in two rows to about three rows for this purpose, it is preferable that the deck panel (A) has a width of 3,300mm to 4,000mm, length 600mm.

다만, 상기한 규격은 당업자가 용이하게 변경할 수 있는 사항으로 만일 600mm의 폭을 갖는 데크패널(A)에 트러스거더(B)가 3열로 배열되어질 경우, 상기 트러스거더(B)의 상부철근(210)은 중앙부 및 상기 중앙부를 중심으로 200mm 내의 위치에 설치되어지도록 하는 것이 바람직하고, 상기 상부철근(210)은 10mm 내지 13mm, 래티스재(220)는 5mm 내지 6mm 및 하부철근(230)은 8mm 내지 10mm의 직경을 갖도록 하는 것이 바람직하다.However, the above standard is a matter that can be easily changed by those skilled in the art, if the truss girder (B) is arranged in three rows on the deck panel (A) having a width of 600mm, the upper reinforcement 210 of the truss girder (B) ) Is preferably installed at a position within 200 mm from the center portion and the center portion, the upper reinforcement 210 is 10 mm to 13 mm, the lattice material 220 is 5 mm to 6 mm and the lower reinforcement 230 is 8 mm to It is desirable to have a diameter of 10 mm.

또한, 상기 트러스거더(200)는 상부철근(210)을 중심으로 그 양측에 래티스재(220)가 각각 용접되고, 상기 래티스재(220)의 하부 외측에 하부철근(230)이 각각 용접으로 결합되어 삼각형 형상을 갖도록 구성되어 있다.In addition, the truss girder 200 is a lattice material 220 is welded on both sides of the upper reinforcement 210, respectively, the lower reinforcement 230 is bonded to the lower outer side of the lattice material 220 by welding It is configured to have a triangular shape.

상기 래티스재(220)는 하단이 각각 외측으로 수평되게 절곡되어 푸트부(240)가 각각 일체로 형성되어지고, 상기 데크패널(100)의 받침구(130)에 형성된 두개의 용접부(132)(132')에 상기 푸트부(240)의 하부가 용접결합되어지게 구성되어 있다.The end of the lattice material 220 is bent horizontally to the outside, respectively, the foot portion 240 is formed integrally, two welds 132 formed in the support hole 130 of the deck panel 100 ( 132 ′) is configured to be welded to the lower portion of the foot part 240.

상기 트러스거더(200)의 양단부에는 각각 보강부재(300)가 결합되어질 수 있다. 상기 보강부재(300)는 수직지지부재(310)와 수평지지부재(320)가 결합되어 십자형으로 구성되어지는 것이 바람직하며, 상기 수직지지부재(310)에 상부철근(310)의 일단이 용접결합되어지며, 상기 수평지지부재(320)의 양측에 하부철근(320)의 일단이 용접결합되어지고, 상기 래티스재(220)는 양측 단부가 마주보도록 내측으로 절곡되어 상기 수직지지부재(310)에 용접결합되도록 구성할 수 있다.Reinforcing members 300 may be coupled to both ends of the truss girder 200, respectively. The reinforcing member 300 is preferably composed of a cross-shaped combination of the vertical support member 310 and the horizontal support member 320, one end of the upper reinforcement 310 is welded to the vertical support member 310 One end of the lower reinforcement 320 is welded to both sides of the horizontal support member 320, the lattice material 220 is bent inwardly so that both ends are facing the vertical support member 310 It can be configured to be welded.

상기 보강부재(300)는 트러스거더(200)의 양단부에는 구비되어지되, 상부철근(210), 하부철근(230) 및 래티스재(220)를 용접결합시키는 삼중결합으로 부재간의 견고성을 확보할 수 있다.The reinforcing member 300 is provided at both ends of the truss girder 200, the triple reinforcement between the upper reinforcement 210, the lower reinforcement 230 and the lattice material 220 can be secured between the members have.

한편, 상기 연결숫구(110)는 상기 금속판체의 일측이 외측 상향으로 경사지게 절곡되어 숫구연결부(111)가 형성되고, 상기 숫구연결부(111)가 외측 수평방향으로 절곡되어 숫구수평부(112)가 형성되며, 상기 숫구수평부(112)가 수직 하향으로 절곡되어 숫구수직부(113)가 형성되고, 상기 숫구수직부(113)가 내측 하향으로 절곡되어 숫구경사부(114)가 일체로 형성되어진다.On the other hand, the connection port 110, one side of the metal plate body is bent inclined upwardly outwards to form a male ball connecting portion 111, the male ball connecting portion 111 is bent in the outer horizontal direction so that the male ball horizontal portion 112 is The male horizontal part 112 is bent vertically downward to form a male vertical part 113, and the male vertical part 113 is bent downward to an inner side so that the male ball inclined part 114 is integrally formed. Lose.

또한, 상기 연결암구(120)는 상기 금속판체의 타측이 상향으로 절곡되어 암구수직부(121)가 형성되고, 상기 암구수직부(121)가 내측 상향으로 절곡되어 암구경사부(122)가 형성되어져, 상기 연결숫구(110)와 결속되어진다.In addition, the connection arm ball 120 is bent upward of the other side of the metal plate body to form a female ball vertical portion 121, the female ball vertical portion 121 is bent upwardly inward to form a female ball inclined portion 122 It is bound to the connection port 110.

이때, 상기 연결숫구(110)의 숫구수직부(113)와 연결암구(120)의 암구수직부(121)의 내측에는 실링부재(150)가 각각 구비되어지되, 연결숫구(110)의 숫구경사부(114)의 단부가 암구실링부재(152)의 홈부(152-1)에 끼움결합되어지고, 연결암구(120)의 암구경사부(122)의 단부가 숫구실링부재(151)의 홈부(151-1)에 끼움결합되어지도록 구성할 수 있다.In this case, the sealing member 150 is provided on the inner side of the male vertical portion 113 and the female vertical portion 121 of the connecting arm 110, respectively. An end portion of the yarn portion 114 is fitted into the groove portion 152-1 of the female sealing member 152, and an end portion of the female inclined portion 122 of the connecting arm hole 120 is formed of the male sealing member 151. It may be configured to be fitted into the groove 151-1.

이로써, 데크패널(100)의 양 단부에 구비되어진 연결숫구(110) 및 연결암구(120)를 통하여 길이에 제약받지 않고 유연하게 데크패널의 스팬을 넓힐 수 있을 뿐만 아니라, 실링부재(150)를 이용하여 긴결한 결속이 가능하며, 현장에서 용접결합이 용이함에 따라 운반이 간소화되는 이점이 있다.As a result, the spanning of the deck panel can be flexibly widened without being limited by the length through the connecting male 110 and the connecting arm 120 provided at both ends of the deck panel 100, and the sealing member 150 can be opened. By using a solid binding, there is an advantage that the transport is simplified as the welding coupling in the field is easy.

한편, 상기 금속판체의 하부에는 단열재(160)가 일체로 구비되어질 수 있다. 이로써, 데크플레이트(A)의 하부면의 외관을 양호하게 유지할 수 있으며, 단열재(160)가 일체로 형성되어지는바 별도의 단열작업이 불필요하여, 공기를 단축할 수 있다. On the other hand, the lower portion of the metal plate body may be provided with a heat insulating material 160 integrally. Thus, the external appearance of the lower surface of the deck plate (A) can be maintained satisfactorily, since the heat insulating material 160 is integrally formed, there is no need for a separate heat insulation work, it is possible to shorten the air.

또한, 상기 단열재(160)의 폭방향 일측에는 연결철부(161)이 형성되어지고, 타측에는 연결요부(162)가 형성되어질 수 있다. In addition, a connection convex portion 161 may be formed at one side in the width direction of the heat insulating material 160, and a connection recess 162 may be formed at the other side.

이 경우, 인접한 데크플레이트(A)와의 결속력을 증대시킬 수 있을 뿐만 아니라, 상기 데크패널(100)의 연결숫구(110)와 연결암구(120)가 없더라도, 결속력 증대를 꾀할 수 있음은 물론이다.In this case, not only the binding force with the adjacent deck plate (A) can be increased, but the coupling force can be increased even if there is no connection male 110 and the connecting arm hole 120 of the deck panel 100.

또 다른 실시예로서, 도 5a 및 도 5b에 도시된 바와 같이 상기 데크플레이트(A)의 폭방향 일측에는 연결부재(400)가 구비되어질 수 있다. 상기 연결부재(400)는 데크플레이트(A)간에 삽입되어짐과 동시에 상향 돌출된 형상을 지니는바, 타설되는 콘크리트(C)의 양을 줄여 부재의 경량화를 꾀할 수 있으며, 공간부(480)에 배관이나 전기배선과 같은 설비시설을 확보할 수 있다. As another embodiment, as shown in FIGS. 5A and 5B, a connection member 400 may be provided at one side of the deck plate A in the width direction. The connecting member 400 is inserted between the deck plate (A) and at the same time has a shape that protrudes upward, can reduce the amount of concrete (C) to be placed to reduce the weight of the member, piping to the space 480 Facilities such as electrical wiring can be secured.

상기 연결부재(400)는 수평부(410)의 양측으로 내측 하향 절곡되어 측면부(420,420')가 형성되어지고, 상기 측면부(420,420')는 외측 수평 절곡되어, 양측으로 연결수평부(430,430')가 형성되어, 내측에 공간부(480)가 마련되어지고, 상기 연결수평부(430,430')의 일측에는 연결숫구(440)가 형성되어지며, 타측에는 연결암구(450)가 형성되어질 수 있다.The connecting member 400 is bent inwardly downward on both sides of the horizontal portion 410 to form side portions 420 and 420 ', and the side portions 420 and 420' are horizontally bent outside and connected to both sides of the horizontal portion 430 and 430 '. Is formed, the space portion 480 is provided on the inside, one side of the connection horizontal portion 430, 430 'is formed with a connection port 440, the other side connection arm sphere 450 may be formed.

상기 연결숫구(440)와 연결암구(450)의 형상은 다양한 형상으로 구성할 수 있지만, 데크플레이트(A)와의 결속을 꾀하기 위하여, 데크패널(100)의 연결숫구(110) 및 연결암구(120)의 형상과 동일하게 구성하는 것이 바람직하다. 이 경우, 실링부재(490)를 배치할 수 있음은 자명하다.Although the shape of the connecting male 440 and the connecting arm 450 may be configured in a variety of shapes, in order to bond with the deck plate (A), the connecting male 110 and the connecting arm 120 of the deck panel 100. It is preferable to configure in the same way as the shape of). In this case, it is obvious that the sealing member 490 can be disposed.

한편, 상기 연결부재(400)의 하부에는 단열재(460)가 일체로 구비되어질 수 있으며, 이로써 보다 충실한 단열을 꾀할 수 있다. 이 경우, 단열재(460)의 양측단부에 연결철부(461)와 연결요부(462)를 구성할 수 있음은 자명하다.On the other hand, the lower portion of the connecting member 400 may be provided with a heat insulating material 460 integrally, thereby achieving a more substantial heat insulation. In this case, it is obvious that the connecting convex portion 461 and the connecting recess 462 can be formed at both end portions of the heat insulating material 460.

상기 연결부재(400)의 수평부(410) 상단에는 다수개의 철근고정부(470)가 길이방향으로 배치되어지되, 상기 철근고정부(470)는 보강철근(S)이 상기 데크플레이트(A)의 폭방향으로 끼움결합되도록 안착부(471)과 끼움부(472)로 구성되어질 수 있다.On the top of the horizontal portion 410 of the connecting member 400 is a plurality of reinforcing fixing parts 470 are arranged in the longitudinal direction, the reinforcing fixing parts 470 is a reinforcing reinforcement (S) is the deck plate (A) The fitting portion 471 and the fitting portion 472 may be configured to be fitted in the width direction of the.

종래의 보강철근(S)은 배치하는 과정에서, 이음철사 등의 결속구에 의하여, 수작업으로 트러스거더(200)를 연결하는 과정을 수행하여야 했으나, 상기 연결부재(400)의 철근고정부(470)는 간단하게 끼움결합이 가능한바, 공기를 단축할 수 있다.In the conventional reinforcing reinforcement (S) in the process of arranging, it is necessary to perform the process of connecting the truss girder 200 manually by a binding hole such as a joint wire, the reinforcing fixing part 470 of the connecting member 400 ) Can be simply fitted to reduce air.

특히, 상기 끼움부(472)는 보강철근(S)의 억지끼움이 가능하도록 하며, 안착부(471)에 배치된 이후에는 쉽게 이탈되지 않도록 기능한다. In particular, the fitting portion 472 is to enable the interference fit of the reinforcing reinforcement (S), and after being disposed in the seating portion 471 functions not to be easily separated.

100:데크패널 110:연결숫구
120:연결암구 130:받침구
140:보강돌부 150:실링부재
160:단열재 200:트러스거더
210:상부철근 220:래티스재
230:하부철근 240:푸트부
300:보강부재 310:수직지지부재
320:수평지지부재 400:연결부재
410:수평부 420,420':측면부
430,430':연결수평부 440:연결숫구
450:연결암구 460:단열재
470:철근고정부 480:공간부
A:데크플레이트 C:콘크리트
S:보강철근 100: deck panel 110: connecting port
120: connecting arm 130: support
140: reinforcing protrusions 150: sealing member
160: heat insulation material 200: truss girder
210: upper rebar 220: lattice material
230: lower reinforcement 240: foot part
300: reinforcing member 310: vertical support member
320: horizontal support member 400: connecting member
410: horizontal portion 420,420 ': side portion
430,430 ': Connection horizontal portion 440: Connection number
450: connecting arm 460: insulation
470: reinforcing bar 480: space
A: Deck plate C: Concrete
S: Reinforcing bar

Claims (9)

데크패널(100)의 상부에 트러스거더(200)가 용접결합되어 이루어지는 트러스거더 일체형 데크플레이트(A)에 있어서,
상기 데크패널(100)은 금속판체의 폭방향 일측에는 연결숫구(110)가 형성되어지고, 타측에는 연결암구(120)가 형성되어지며, 상기 금속판체(100)의 상부면에 한 쌍의 받침구(130)가 길이 방향으로 형성되어지되,
상기 받침구(130)는 중앙이 하부로 오목하게 절곡되어진 오목부(131) 양측 단부에 두개의 용접부(132,132')가 형성되어지고, 상기 오목부(131)의 하부 내측에 역삼각공간부(133)가 일체로 형성되어지며, 상기 역삼각공간부(133)는 상기 오목부(131), 두개의 용접부(132)(132') 및 두개의 경사부(134)(134')에 의하여 일체로 형성되어지고, 상기 경사부(134)(134')의 하부에는 지주부(135)(135')가 수직 절곡되어 형성되어지되, 상기 한 쌍의 받침구(130)인 좌, 우측 받침구(130) 사이의 내측에는 상부로 돌출되어지는 보강돌부(140)가 형성되어지며,
상기 트러스거더(200)는 상부철근(210)을 중심으로 양측으로 웨이브 형태로 절곡된 래티스재(220)가 각각 용접결합되고, 상기 래티스재(220) 하부 외측에는 하부철근(230)이 각각 용접결합되어 삼각형태로 형성되어지되, 상기 래티스재(220)의 하단부는 각각 외측 수평방향으로 절곡되어 푸트부(240)가 구비되어지고,
상기 데크패널(100)의 받침구(130)의 용접부(132)(132')에 상기 트러스거더(200)의 푸트부(240) 하부가 용접결합되며,
상기 데크플레이트(A)의 폭방향 일측에는 연결부재(400)가 구비되어지되, 상기 연결부재(400)는 수평부(410)의 양측으로 내측 하향 절곡되어 측면부(420,420')가 형성되어지고, 상기 측면부(420,420')는 외측 수평 절곡되어, 양측으로 연결수평부(430,430')가 형성되어, 내측에 공간부(480)가 마련되어지고, 상기 연결수평부(430,430')의 일측에는 연결숫구(440)가 형성되어지며, 타측에는 연결암구(450)가 형성되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트.In the truss girder integrated deck plate (A) formed by welding the truss girder 200 to the upper portion of the deck panel 100,
The deck panel 100 has a connection port 110 is formed on one side in the width direction of the metal plate body, the connection arm sphere 120 is formed on the other side, a pair of feet on the upper surface of the metal plate body 100 Sphere 130 is formed in the longitudinal direction,
The support hole 130 has two welded portions 132 and 132 'formed at both ends of the recessed portion 131, the center of which is bent downwardly, and an inverted triangular space portion 133 inside the lower portion of the recessed portion 131. ) Is integrally formed, and the inverted triangular space portion 133 is integrally formed by the concave portion 131, two welding portions 132 and 132 ′, and two inclined portions 134 and 134 ′. The lower portions of the inclined portions 134 and 134 'are formed by vertically bending the support portions 135 and 135', and the left and right support holes 130, which are the pair of support holes 130, respectively. Inside the reinforcement protrusions 140 are formed to protrude upwards,
The truss girder 200 is welded to the lattice material 220 bent in a wave form on both sides with respect to the upper reinforcement 210, respectively, the lower reinforcement 230 is welded to the lower outside of the lattice material 220 It is coupled to form a triangular shape, the lower end of the lattice material 220 is bent in the outer horizontal direction, respectively, the foot portion 240 is provided,
The lower portion of the foot portion 240 of the truss girder 200 is welded to the weld portions 132 and 132 ′ of the base 130 of the deck panel 100.
A connection member 400 is provided at one side of the deck plate A in the width direction, and the connection member 400 is bent inwardly downward to both sides of the horizontal part 410 to form side parts 420 and 420 '. The side portions 420 and 420 'are horizontally bent outwardly, and the connecting horizontal portions 430 and 430' are formed at both sides thereof, and the space portion 480 is provided at the inner side thereof, and a connection port (430) is provided at one side of the connecting horizontal portions 430 and 430 '. 440 is formed, the other side of the truss girder integrated deck plate is characterized in that the connecting arm (450) is formed. 제1항에 있어서,
상기 트러스거더(200)의 양단부에는 각각 보강부재(300)가 결합되어지되, 상기 보강부재(300)는 수직지지부재(310)와 수평지지부재(320)가 결합되어 십자형으로 구성되어지고, 상기 수직지지부재(310)에 상부철근(310)의 일단이 용접결합되어지며, 상기 수평지지부재(320)의 양측에 하부철근(320)의 일단이 용접결합되어지고, 상기 래티스재(220)는 양측 단부가 마주보도록 내측으로 절곡되어 상기 수직지지부재(310)에 용접결합되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트.The method of claim 1,
Reinforcing members 300 are respectively coupled to both ends of the truss girder 200, and the reinforcing members 300 are cross-shaped by combining the vertical support members 310 and the horizontal support members 320. One end of the upper reinforcement 310 is welded to the vertical support member 310, one end of the lower reinforcement 320 is welded to both sides of the horizontal support member 320, the lattice material 220 Truss girder integrated deck plate is bent inward so that both ends are joined to the vertical support member (310). 제1항에 있어서,
상기 연결숫구(110)는 상기 금속판체의 일측이 외측 상향으로 경사지게 절곡되어 숫구연결부(111)가 형성되고, 상기 숫구연결부(111)가 외측 수평방향으로 절곡되어 숫구수평부(112)가 형성되며, 상기 숫구수평부(112)가 수직 하향으로 절곡되어 숫구수직부(113)가 형성되고, 상기 숫구수직부(113)가 내측 하향으로 절곡되어 숫구경사부(114)가 일체로 형성되어지되,
상기 연결암구(120)는 상기 금속판체의 타측이 상향으로 절곡되어 암구수직부(121)가 형성되고, 상기 암구수직부(121)가 내측 상향으로 절곡되어 암구경사부(122)가 형성되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트. The method of claim 1,
One side of the connecting plate 110 is bent inclined upwardly outward to form a male connector (111), the male connector 111 is bent in the horizontal horizontal direction, the male horizontal part 112 is formed The male horizontal part 112 is bent vertically downward to form a male vertical part 113, and the male vertical part 113 is bent downward to the inner side so that the male ball inclined part 114 is integrally formed.
The connecting arm ball 120 is bent upward of the other side of the metal plate body to form a female ball vertical portion 121, the female ball vertical portion 121 is bent upwardly inward to form a female ball inclined portion 122 Truss girder integrated deck plate, characterized in that. 제3항에 있어서,
상기 연결숫구(110)의 숫구수직부(113)와 연결암구(120)의 암구수직부(121)의 내측에는 실링부재(150)가 각각 구비되어지되, 연결숫구(110)의 숫구경사부(114)의 단부가 암구실링부재(152)의 홈부(152-1)에 끼움결합되어지고, 연결암구(120)의 암구경사부(122)의 단부가 숫구실링부재(151)의 홈부(151-1)에 끼움결합되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트. The method of claim 3,
The sealing member 150 is provided on the inner side of the male vertical portion 113 and the female vertical portion 121 of the connecting female ball 110 of the connecting male 110, respectively. 114 is fitted into the groove 152-1 of the female sealing member 152, and an end of the female inclined portion 122 of the connecting arm 120 is the groove of the male sealing member 151 ( 151-1) truss girder integrated deck plate, characterized in that the fitting. 제1항에 있어서,
상기 금속판체의 하부에는 단열재(160)가 일체로 구비되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트.The method of claim 1,
Truss girder integrated deck plate, characterized in that the lower portion of the metal plate body is provided with a heat insulating material (160) integrally. 제5항에 있어서,
상기 단열재(160)의 폭방향 일측에는 연결철부(161)이 형성되어지고, 타측에는 연결요부(162)가 형성되어진 것을 특징으로 하는 트러스거더 일체형 데크플레이트.6. The method of claim 5,
Connection convex portion 161 is formed on one side of the width direction of the heat insulator 160, the connecting recess 162 is formed on the other side truss girder integrated deck plate. 삭제delete 제1항에 있어서,
상기 연결부재(400)의 하부에는 단열재(460)가 일체로 구비되어지며, 연결숫구(440)와 연결암구(450)의 내측에는 실링부재(490)가 구비되어지는 것을 특징으로 하는 트러스거더 일체형 데크플레이트.The method of claim 1,
The lower portion of the connection member 400 is provided with a heat insulating material 460 integrally, the truss girder integrated, characterized in that the sealing member 490 is provided on the inner side of the connecting male 440 and the connecting arm (450). Deck Plate. 제1항에 있어서,
상기 연결부재(400)의 수평부(410) 상단에는 다수개의 철근고정부(470)가 길이방향으로 배치되어지되, 상기 철근고정부(470)는 보강철근(S)이 상기 데크플레이트(A)의 폭방향으로 끼움결합되도록 안착부(471)과 끼움부(472)로 구성되어진 것을 특징으로 하는 트러스거더 일체형 데크플레이트.
The method of claim 1,
On the top of the horizontal portion 410 of the connecting member 400 is a plurality of reinforcing fixing parts 470 are arranged in the longitudinal direction, the reinforcing fixing parts 470 is a reinforcing reinforcement (S) is the deck plate (A) Truss girder integrated deck plate, characterized in that consisting of the mounting portion 471 and the fitting portion 472 to be fitted in the width direction of the.
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KR101656270B1 (en) * 2016-01-19 2016-09-09 구연진 Spacer for insulation combining at truss girder type deck panel and insulation combined truss girder type deck panel using there of
KR101747097B1 (en) * 2015-12-22 2017-06-14 한국건설기술연구원 Steeel reinforcement truss deck plate with transverse steel structure and manufacturing method thereof
KR101785722B1 (en) * 2016-10-25 2017-10-16 에스와이스틸텍 주식회사 Insulation Integrated Deck Plate
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KR101922940B1 (en) * 2018-03-28 2019-02-27 정현석 Molding system using quasi-noncombustible heat insulator and construction method therefor
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KR20190070032A (en) 2017-12-12 2019-06-20 한국건설기술연구원 Composite deck plate for adhering z-shaped latticed bar, and manufacturing method for the same
KR102320411B1 (en) * 2021-03-10 2021-11-02 아이앤티엔지니어링(주) Shear reinforcement structure for flat plate slab-column connection using shear reinforcement band
KR102346359B1 (en) * 2021-06-03 2022-01-05 주식회사 비콘 Insulation Deck
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KR101747097B1 (en) * 2015-12-22 2017-06-14 한국건설기술연구원 Steeel reinforcement truss deck plate with transverse steel structure and manufacturing method thereof
KR101656270B1 (en) * 2016-01-19 2016-09-09 구연진 Spacer for insulation combining at truss girder type deck panel and insulation combined truss girder type deck panel using there of
KR101785722B1 (en) * 2016-10-25 2017-10-16 에스와이스틸텍 주식회사 Insulation Integrated Deck Plate
KR101785723B1 (en) * 2016-10-25 2017-10-16 에스와이스틸텍 주식회사 Insulation Integrated Deck Plate
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KR20190070032A (en) 2017-12-12 2019-06-20 한국건설기술연구원 Composite deck plate for adhering z-shaped latticed bar, and manufacturing method for the same
KR101922940B1 (en) * 2018-03-28 2019-02-27 정현석 Molding system using quasi-noncombustible heat insulator and construction method therefor
KR102320411B1 (en) * 2021-03-10 2021-11-02 아이앤티엔지니어링(주) Shear reinforcement structure for flat plate slab-column connection using shear reinforcement band
KR102346359B1 (en) * 2021-06-03 2022-01-05 주식회사 비콘 Insulation Deck
KR102440168B1 (en) * 2021-06-03 2022-09-06 주식회사 비콘 Insulation Deck

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