KR100634019B1 - Connection method and connection structure of corrugated grater assembly structure - Google Patents

Connection method and connection structure of corrugated grater assembly structure Download PDF

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KR100634019B1
KR100634019B1 KR1020040006999A KR20040006999A KR100634019B1 KR 100634019 B1 KR100634019 B1 KR 100634019B1 KR 1020040006999 A KR1020040006999 A KR 1020040006999A KR 20040006999 A KR20040006999 A KR 20040006999A KR 100634019 B1 KR100634019 B1 KR 100634019B1
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steel sheet
corrugated steel
connecting member
steel plate
corrugated
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KR1020040006999A
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KR20050078913A (en
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이종화
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평산에스아이 주식회사
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/22Clamps or other yieldable means for interconnecting adjacent arch members either rigidly, or allowing arch member parts to slide when subjected to excessive pressure

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

단면이 아치형인 제 1파형강판 구조물 및 제 2파형강판 구조물을 소정의 각도로 굴절하여 연결하는 파형강판 조립구조물의 이음방법 및 이음구조가 개시된다. 파형강판 조립구조물의 이음방법은 제 1파형강판 조립구조물 및 제 2파형강판 조립구조물을 각각 절단하는 절단 단계, 용접과 같은 접합수단을 이용하여 접합하는 접합단계 및 볼트와 같은 체결수단을 이용하여 결합하는 결합단계로 이루어진다. 또한 파형강판 조립구조물의 이음구조는 제 1연결부재 및 제 2연결부재를 포함한다. 제 1연결부재는 제 1수직부, 제 1수평부 및 제 2수평부를 구비하고, 제 2연결부재는 제 2수직부, 제 3수평부 및 제 4수평부를 구비한다. 절단단계에는 제 1파형강판 구조물 및 제 2파형강판 구조물의 양단면이 굴절 각도를 가지며 결합되도록 제 1파형강판 구조물 및 제 2파형강판 구조물을 각각 절단한다. 접합단계에는 제 1파형강판 구조물의 절단면에 제 1연결부재를 접합하고, 제 2파형강판 구조물의 절단면에 제 2연결부재를 접합한다. 체결단계에는 제 1연결부재 및 제 2연결부재를 체결수단으로 체결한다.A jointing method and a joint structure of a corrugated steel sheet assembly structure for refractively connecting a first waveform steel sheet structure and a second waveform steel sheet structure having an arcuate cross section at a predetermined angle are disclosed. The joint method of corrugated steel sheet assembly structure is a cutting step of cutting the first corrugated steel sheet assembly structure and the second corrugated steel sheet assembly structure respectively, a joining step of joining using joining means such as welding, and joining using fastening means such as bolts. It consists of a coupling step. In addition, the joint structure of the corrugated steel sheet assembly structure includes a first connecting member and a second connecting member. The first connecting member has a first vertical portion, a first horizontal portion and a second horizontal portion, and the second connecting member has a second vertical portion, a third horizontal portion and a fourth horizontal portion. In the cutting step, the first waveform steel plate structure and the second waveform steel plate structure are cut so that both end surfaces of the first waveform steel plate structure and the second waveform steel plate structure have a refractive angle. In the joining step, the first connection member is bonded to the cut surface of the first waveform steel plate structure, and the second connection member is bonded to the cut surface of the second waveform steel plate structure. In the fastening step, the first connecting member and the second connecting member are fastened by the fastening means.

파형강판 구조물, 맞대기 이음, 조립Corrugated Steel Structure, Butt Joint, Assembly

Description

파형강판 조립구조물의 이음방법 및 이음구조{CONNECTION METHOD AND CONNECTION STRUCTURE OF CORRUGATED GRATER ASSEMBLY STRUCTURE}CONNECTION METHOD AND CONNECTION STRUCTURE OF CORRUGATED GRATER ASSEMBLY STRUCTURE}

도 1은 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물의 설치 상태를 보인 도면;1 is a view showing an installation state of a corrugated steel sheet assembly structure according to a preferred embodiment of the present invention;

도 2는 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물의 이음구조의 단면도;2 is a cross-sectional view of the joint structure of the corrugated steel sheet assembly structure according to a preferred embodiment of the present invention;

도 3은 종래 기술에 따른 파형강판 조립구조물의 설치 상태를 보인 도면; 그리고3 is a view showing an installation state of the corrugated steel sheet assembly structure according to the prior art; And

도 4는 종래 기술에 따른 파형강판 조립구조물의 이음구조의 사시도이다.Figure 4 is a perspective view of the joint structure of the corrugated steel sheet assembly structure according to the prior art.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

100 : 이음구조 120 : 제 1연결부재100: joint structure 120: first connecting member

140 : 제 2연결부재 200 ; 제 1파형강판 구조물 140: second connecting member 200; First Wave Steel Structure

250 : 제 2파형강판 구조물 250: second wave steel plate structure

본 발명은 파형강판 조립 구조물의 이음방법 및 이음구조에 관한 것으로, 더 욱 상세하게는 맞대기 이음을 이용하여 하나 이상의 파형강판 조립구조물을 소정의 각도로 굴절하여 연결할 수 있는 파형강판 조립구조물의 이음방법 및 이음구조에 관한 것이다. The present invention relates to a jointing method and a joint structure of the corrugated steel sheet assembly structure, and more particularly to a jointing method of the corrugated steel sheet assembly structure that can be connected by refracting at least one corrugated steel sheet assembly structure by a predetermined angle using a butt joint. And a joint structure.

도 3에는 종래 기술에 따른 파형강판 조립구조물의 설치 상태가 도시되어 있고, 도 4에는 종래 기술에 따른 파형강판 조립구조물의 이음구조가 도시되어 있다.Figure 3 shows the installation state of the corrugated steel sheet assembly structure according to the prior art, Figure 4 shows the joint structure of the corrugated steel sheet assembly structure according to the prior art.

도 3을 참조하면 종래 기술에 따른 파형강판 조립구조물은 제 1파형강판 구조물(20) 및 제 2파형강판 구조물(25)이 이음판(10)을 이용하여 일직선으로 연결되고 도로(R)를 따라 배치되어 시공된다. Referring to FIG. 3, the corrugated steel sheet assembly structure according to the related art includes a first corrugated steel sheet structure 20 and a second corrugated steel sheet structure 25 connected in a straight line using a joint plate 10 and along a road R. Referring to FIG. It is arranged and constructed.

도 4를 참조하면, 종래 기술에 따른 파형강판 조립 구조물은 제 1파형강판 구조물(20)의 선단과 제 2파형강판 구조물(25)의 후단을 맞대기 이음 방식으로 연속적으로 연결 조립할 수 있도록 파형강판 구조물과 동일한 파형판으로 이루어진 이음판(10)을 이용하여 제 1파형강판 구조물(20)과 제 2파형강판 구조물(25)을 연결한 것이다. Referring to Figure 4, the corrugated steel sheet structure according to the prior art corrugated steel sheet structure so that the front end of the first corrugated steel sheet structure 20 and the rear end of the second corrugated steel sheet structure 25 can be continuously connected and assembled in a butt joint method The first corrugated steel sheet structure 20 and the second corrugated steel sheet structure 25 are connected by using the joint plate 10 made of the same corrugated plate as described above.

즉, 제 1파형강판 구조물(20) 및 제 2파형강판 구조물(25)의 연결부위를 복수개의 볼트와 너트 같은 체결수단으로 연결하는 이음판(10)은 제 1파형강판 구조물(20)의 선단과 제 2파형강판 구조물(25)의 후단이 서로 맞대기 된 파형강판 조립구조물의 외부면에 밀착되도록 짧은 길이와 넓은 폭으로 갖추어지고, 파형강판과 동일한 파형으로 이루어지며, 파형강판 구조물에 형성된 볼트와 같은 체결수단이 관통하는 체결공과 일치하는 위치에 복수개의 나사공을 천공하여 형성한다. That is, the joint plate 10 connecting the connection portions of the first wave steel plate structure 20 and the second wave steel plate structure 25 with a plurality of bolts and nuts, such as the end of the first wave steel plate structure 20 And the rear end of the second corrugated steel sheet structure 25 is provided with a short length and a wide width so as to be in close contact with the outer surface of the corrugated steel sheet assembly structure butted together, and made of the same waveform as the corrugated steel sheet, It is formed by drilling a plurality of screw holes in the same position as the fastening hole through which the same fastening means.

상기와 같이 구성된 종래 기술의 파형강판 조립 구조물의 이음구조의 작용 및 효과를 설명하면 다음과 같다.Referring to the operation and effect of the joint structure of the corrugated steel sheet assembly structure of the prior art configured as described above are as follows.

다시 도 3을 참조하면, 이음판(10)을 이용하여 제 1파형강판 구조물(20) 및 제 2파형강판 구조물(25)을 일직선방향으로 결합하여 이루어진 파형강판 조립구조물은 도로(R)를 따라 배치된다.Referring back to FIG. 3, the corrugated steel sheet assembly structure formed by combining the first corrugated steel sheet structure 20 and the second corrugated steel sheet structure 25 in a straight direction using the joint plate 10 is along the road R. As shown in FIG. Is placed.

다시 도 4를 참조하면, 이음판(10)을 이용하여 파형강판 조립구조물을 완성하고자 하는 경우, 제 1파형강판 구조물(20)의 선단과 제 2파형강판 구조물(25)의 후단을 맞대기 한 다음, 짧은 길이와 좁은 폭을 갖는 파형판으로 형성된 이음판(10)을 제 1파형강판 구조물(20) 및 제 2파형강판 구조물(25)의 연결부위가 중앙에 위치되도록 외부면에 밀착시킨다. 다음으로, 이음판(10)의 파형과 파형강판 구조물의 파형이 서로 일치되어 파형강판 구조물에 형성된 체결공과 이음판(10)에 형성된 각 나사공이 일치되므로 제 1파형강판 구조물(20) 및 제 2파형강판 구조물(25)과 이음판(10)을 볼트와 너트 같은 체결수단으로 체결한다. 그럼으로써, 맞대기 이음한 제 1파형강판 구조물(20)의 선단과 제 2파형강판 구조물(25)의 후단이 연속적으로 결합되므로 파형강판 조립구조물을 조립할 수 있는 것이다. Referring back to FIG. 4, when the corrugated steel sheet assembly structure is to be completed using the joint plate 10, the front end of the first corrugated steel sheet structure 20 and the rear end of the second corrugated steel sheet structure 25 are joined together. The joint plate 10 formed of a corrugated plate having a short length and a narrow width is in close contact with the outer surface such that the connection portions of the first corrugated steel sheet structure 20 and the second corrugated steel sheet structure 25 are located at the center thereof. Next, since the waveform of the joint plate 10 and the waveform of the corrugated steel sheet structure coincide with each other, the fastening hole formed in the corrugated steel sheet structure and each screw hole formed in the joint plate 10 coincide with each other. The corrugated steel sheet structure 25 and the joint plate 10 are fastened by fastening means such as bolts and nuts. As a result, the front end of the butt-coupled first wave steel plate structure 20 and the rear end of the second wave steel plate structure 25 are continuously coupled, thereby assembling the corrugated steel sheet assembly structure.

그런데, 상기와 같은 종래 기술에 따른 파형강판 조립구조물은 이음판을 이용하여 제 1파형강판 구조물과 제 2파형강판 구조물을 연결 결합하는 데 있어 파형강판 구조물이 일직선으로만 결합되고 소정의 각도로 굴절하여 결합할 수 없어, 원래 설계된 도로의 형태대로 파형강판 구조물을 배치하지 못하고 일직선으로 연결된 파형강판 조립구조물의 배치에 따라 도로의 설계를 변경해서 터널을 건설하기 때문에 작업시간이 오래 걸리고, 재료비가 증가하여 원가가 상승하는 등의 문제점이 있 다.However, the corrugated steel sheet assembly structure according to the prior art as described above is used to connect the first corrugated steel sheet structure and the second corrugated steel sheet structure by using a joint plate, the corrugated steel sheet structure is combined only in a straight line and bent at a predetermined angle. It cannot be combined with each other, and it is not possible to arrange the corrugated steel sheet structure in the form of the originally designed road, but it takes a long time and increases the material cost because the tunnel is constructed by changing the road design according to the arrangement of the corrugated steel sheet assembly structures connected in a straight line. There is a problem such as a rise in cost.

본 발명은 상기와 같은 종래 기술에 따른 파형강판 조립구조물의 문제점을 해결하기 위하여 안출된 것으로, 본 발명의 목적은 이음구조를 이용하여 하나 이상의 파형강판 구조물을 결합함으로써, 도로의 설계에 따라 배치되도록 소정의 각도로 굴절되어 결합된 파형강판 조립구조물을 제공하는데 있다.The present invention has been made to solve the problems of the corrugated steel sheet assembly structure according to the prior art as described above, the object of the present invention by combining one or more corrugated steel sheet structure using a joint structure, to be arranged according to the design of the road It is to provide a corrugated steel sheet assembly structure coupled to be deflected at a predetermined angle.

상기와 같은 목적을 달성하기 위한 본 발명의 파형강판 구조물의 이음방법은, 절단단계, 접합단계 및 체결단계로 이루어진다. The joint method of the corrugated steel sheet structure of the present invention for achieving the above object consists of a cutting step, a joining step and a fastening step.

절단단계에서는 제 1파형강판 구조물 및 제 2파형강판 구조물이 소정의 각도로 굴절되어 연결되도록 제 1파형강판 구조물 및 제 2파형강판 구조물의 양단면을 각각 절단한다.In the cutting step, both end surfaces of the first waveform steel plate structure and the second waveform steel plate structure are cut so that the first waveform steel plate structure and the second waveform steel plate structure are refracted and connected at a predetermined angle.

접합단계에서는 제 1파형강판 구조물의 절단면에 제 1연결부재를 접합수단으로 접합하고, 제 2파형강판 구조물의 절단면에 제 2연결부재를 접합수단으로 접합한다.In the joining step, the first connecting member is bonded to the cut surface of the first waveform steel plate structure by the joining means, and the second connecting member is joined to the cut surface of the second waveform steel plate structure by the joining means.

결합단계에서는 제 1연결부재와 제 2연결부재를 체결수단으로 결합시켜 제 1파형강판 구조물 및 제 2파형강판 구조물이 굴절되어 결합되도록 한다.In the coupling step, the first connecting member and the second connecting member are coupled by a fastening means so that the first waveform steel plate structure and the second waveform steel plate structure are refracted and coupled.

또한 상기와 같은 목적을 달성하기 위한 본 발명의 파형강판 구조물의 이음구조는, 제 1연결부재 및 제 2연결부재를 포함하여 이루어진다.In addition, the joint structure of the corrugated steel sheet structure of the present invention for achieving the above object, comprises a first connecting member and a second connecting member.

제 1연결부재는 제 1수직부, 제 1수평부 및 제 2수평부를 포함한다. The first connecting member includes a first vertical portion, a first horizontal portion, and a second horizontal portion.

제 1수직부는 제 1파형강판 구조물이 절단되어 형성된 제 1절단면에 용접과 같은 접합수단으로 결합되고, 볼트와 같은 체결수단이 관통하는 하나 이상의 제 1관통공이 형성된다. 제 1수평부는 제 1수직부의 상단에 용접과 같은 접합수단으로 결합되고, 제 2수평부는 제 1수직부의 하단에 용접과 같은 접합수단으로 결합된다.The first vertical portion is coupled to the first cutting surface formed by cutting the first corrugated steel sheet structure by joining means such as welding, and at least one first through hole is formed through which the fastening means such as a bolt passes. The first horizontal portion is joined to the upper end of the first vertical portion by joining means such as welding, and the second horizontal portion is joined to the lower end of the first vertical portion by joining means such as welding.

제 2연결부재는 제 2수직부, 제 3수평부 및 제 4수평부를 포함한다.The second connecting member includes a second vertical portion, a third horizontal portion and a fourth horizontal portion.

제 2수직부는 제 2파형강판 구조물이 절단되어 형성된 제 2절단면에 용접과 같은 접합수단으로 결합되고, 볼트와 같은 체결수단이 관통하는 하나 이상의 제 2관통공이 형성된다. 제 3수평부는 제 2수직부의 상단에 용접과 같은 접합수단으로 결합되고, 제 4수평부는 제 2수직부의 하단에 용접과 같은 접합수단으로 결합된다.The second vertical portion is coupled to the second cutting surface formed by cutting the second corrugated steel sheet structure by joining means such as welding, and at least one second through hole is formed through which the fastening means such as a bolt passes. The third horizontal portion is joined to the upper end of the second vertical portion by joining means such as welding, and the fourth horizontal portion is joined to the lower end of the second vertical portion by joining means such as welding.

이하, 첨부된 도면들을 참조로 하여 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물에 대하여 보다 상세히 설명하면 다음과 같다.Hereinafter, the corrugated steel sheet assembly structure according to the preferred embodiment of the present invention with reference to the accompanying drawings in more detail.

도 1에는 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물의 조립상태가 도시되어 있고, 도 2에는 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물의 이음구조가 도시되어 있다.1 shows an assembled state of a corrugated steel sheet assembly structure according to a preferred embodiment of the present invention, Figure 2 shows a joint structure of a corrugated steel sheet assembly structure according to a preferred embodiment of the present invention.

도 1을 참조하면, 파형강판 조립구조물은 설계된 도로의 구조에 따라 제 1파형강판 구조물(200) 및 제 2파형강판 구조물(250)이 굴절각도(α)를 가지며 결합되어 이루어진다. Referring to FIG. 1, the corrugated steel sheet assembly structure is formed by combining a first corrugated steel sheet structure 200 and a second corrugated steel sheet structure 250 having a refractive angle α according to a designed road structure.

도 2를 참조하면, 파형강판 조립구조물은 제 1연결부재(120) 및 제 2연결부재(140)를 구비한다.Referring to FIG. 2, the corrugated steel sheet assembly structure includes a first connecting member 120 and a second connecting member 140.

제 1연결부재(120)는 제 1수직부(121), 제 1수평부(122) 및 제 2수평부(123) 를 포함한다. 제 1수직부(121)는 제 1파형강판 구조물(200)이 절단되어 형성된 제 1절단면에 용접과 같은 접합수단으로 결합되고, 볼트와 같은 체결수단이 관통하는 하나 이상의 제 1관통공(124)이 형성된다. 이때 제 1수직부(121)의 상단에는 제 1수직부(121)에 수직한 방향으로 제 1수평부(122)가 용접과 같은 접합수단으로 결합된다. 이와 동시에, 제 1수직부(121)의 하단에는 제 1수직부(121)에 수직한 방향으로 제 2수평부(123)가 용접과 같은 접합수단으로 결합된다.The first connection member 120 includes a first vertical portion 121, a first horizontal portion 122, and a second horizontal portion 123. The first vertical portion 121 is coupled to the first cutting surface formed by cutting the first corrugated steel sheet structure 200 by joining means such as welding, and at least one first through hole 124 through which a fastening means such as a bolt passes. Is formed. At this time, the first horizontal portion 122 is coupled to the upper end of the first vertical portion 121 in a direction perpendicular to the first vertical portion 121 by a joining means such as welding. At the same time, the second horizontal portion 123 is coupled to the lower end of the first vertical portion 121 in a direction perpendicular to the first vertical portion 121 by a joining means such as welding.

제 2연결부재(140)는 제 2수직부(141), 제 3수평부(142) 및 제 4수평부(143)를 포함한다. 제 2수직부(141)는 제 2파형강판 구조물(250)이 절단되어 형성된 제 2절단면에 용접과 같은 접합수단으로 결합되고, 볼트와 같은 체결수단이 관통하는 하나 이상의 제 2관통공(144)이 형성된다. 이때 제 2수직부(141)의 상단에는 제 2수직부(141)에 수직한 방향으로 제 3수평부(142)가 용접과 같은 접합수단으로 결합된다. 이와 동시에, 제 2수직부(141)의 하단에는 제 2수직부(141)에 수직한 방향으로 제 4수평부(143)가 용접과 같은 접합수단으로 결합된다.The second connection member 140 includes a second vertical portion 141, a third horizontal portion 142, and a fourth horizontal portion 143. The second vertical portion 141 is coupled to a second cutting surface formed by cutting the second corrugated steel sheet structure 250 by joining means such as welding, and at least one second through hole 144 through which a fastening means such as a bolt passes. Is formed. At this time, the third horizontal portion 142 is coupled to the upper end of the second vertical portion 141 by a joining means such as welding in a direction perpendicular to the second vertical portion 141. At the same time, the fourth horizontal portion 143 is coupled to the lower end of the second vertical portion 141 by a joining means such as welding in a direction perpendicular to the second vertical portion 141.

한편, 제 1연결부재(120)와 제 2연결부재(140)는 제 1수직부(121)에 형성된 제 1관통공(124) 및 제 2수직부(141)에 형성된 제 2관통공(144)을 관통한 볼트, 너트와 같은 체결수단으로 결합됨으로써 제 1파형강판 구조물(200) 및 제 2파형강판 구조물(250)이 굴절각도(α)로 연결되어 결합된다.On the other hand, the first connecting member 120 and the second connecting member 140 is the first through hole 124 formed in the first vertical portion 121 and the second through hole 144 formed in the second vertical portion 141. The first corrugated steel sheet structure 200 and the second corrugated steel sheet structure 250 are connected to each other by a refraction angle α by being coupled by fastening means such as bolts and nuts passing through).

이와 같이 구성된 본 발명의 바람직한 실시 예에 따른 파형강판 조립구조물의 시공 방법을 간략하게 설명한다.The construction method of the corrugated steel sheet assembly structure according to the preferred embodiment of the present invention configured as described above will be briefly described.

다시 도 2를 참조하면, 제 1파형강판 구조물(200)에 제 1연결부재(120)를 고정할 경우, 제 1수직부(121)의 중앙 부분에 제 1절단면이 접촉되고 제 1절단면이 제 1수직부(121) 접촉하는 부분의 상단과 하단을 용접으로 접합하여 제 1연결부재(120)가 제 1파형강판 구조물(200)에 고정되도록 한다. 이때 제 1수직부(121)의 상단에는 제 1수직부(121)에 수직한 방향으로 제 1수평부(122)가 용접으로 접합되고, 제 1수직부(121)의 하단에는 제 2수평부(123)가 용접으로 접합되어 제 1연결부재(120)의 구조강도를 높여준다. 즉, 콘크리트 시 제 1파형강판 구조물(200)에 직각방향으로 작용하는 수직변형력에 대해 제 1수평부(122) 및 제 2수평부(123)가 저항하면서 타설된 콘크리트와 제 1수직부(121)간의 결합력이 증가되도록 하여 결합부의 구조강도를 높여주는 것이다.Referring back to FIG. 2, when the first connecting member 120 is fixed to the first corrugated steel sheet structure 200, the first cutting surface is in contact with the central portion of the first vertical portion 121, and the first cutting surface is the first cutting surface. The first and second connecting members 120 are fixed to the first corrugated steel sheet structure 200 by welding the upper end and the lower end of the first vertical part 121 to be contacted by welding. At this time, the first horizontal portion 122 is welded to the upper end of the first vertical portion 121 in a direction perpendicular to the first vertical portion 121, and the second horizontal portion is disposed at the lower end of the first vertical portion 121. 123 is welded to increase the structural strength of the first connection member 120. That is, the concrete and the first vertical portion 121 which are poured while the first horizontal portion 122 and the second horizontal portion 123 resist the vertical deformation force acting at right angles to the first waveform steel plate structure 200 during concrete. By increasing the coupling force between the) will increase the structural strength of the joint.

한편, 제 2파형강판 구조물(250)에 제 2연결부재(140)를 고정할 경우, 제 2수직부(141)의 중앙 부분에 제 2절단면이 접촉되고 제 2절단면이 제 2수직부(141)와 접촉하는 부분의 상단과 하단을 용접으로 접합하여 제 2연결부재(140)가 제 2파형강판 구조물(250)에 고정되도록 한다. 이때 제 2수직부(141)의 상단에는 제 2수직부(141)에 수직한 방향으로 제 3수평부(142)가 용접으로 접합되고, 제 2수직부(141)의 하단에는 제 4수평부(143)가 용접으로 접합되어 제 2연결부재(140)의 구조강도를 높여준다. 즉, 콘크리트 타설 시 제 2파형강판 구조물(250)에 직각방향으로 작용하는 수직변형력에 대해 제 3수평부(142) 및 제 4수평부(143)가 저항하면서 타설된 콘크리트와 제 2수직부(141)간의 결합력이 증가되도록 하여 결합부의 구조강도를 높여주는 것이다.On the other hand, when fixing the second connecting member 140 to the second corrugated steel sheet structure 250, the second cut surface is in contact with the central portion of the second vertical portion 141, the second cut surface is the second vertical portion 141 The upper and lower ends of the contacting part by welding are welded so that the second connecting member 140 is fixed to the second waveform steel plate structure 250. At this time, the third horizontal portion 142 is welded to the upper end of the second vertical portion 141 in a direction perpendicular to the second vertical portion 141, and the fourth horizontal portion is disposed at the lower end of the second vertical portion 141. 143 is welded to increase the structural strength of the second connecting member 140. That is, the concrete and the second vertical portion, which are poured while the third horizontal portion 142 and the fourth horizontal portion 143 resist the vertical deformation force acting at right angles to the second waveform steel plate structure 250 when concrete is poured. 141) is to increase the structural strength of the coupling portion to increase the coupling force.

또한, 제 1파형강판 구조물(200)과 제 2파형강판 구조물(250)을 결합할 경우, 제 1연결부재(120)에 접합된 제 1수직부(121)의 제 1관통공(124)과 제 2연결부재(140)에 접합된 제 2수직부(141)의 제 2관통공(144)을 볼트가 관통하고 관통한 볼트에 너트가 채워져 제 1연결부재(120)와 제 2연결부재(140)를 체결한다. 이때 제 1수직부(121) 및 제 2수직부(141)의 상부와 하부를 용접하여 제 1연결부재(120)와 제 2연결부재(140)가 체결하는데 있어 보조 수단이 된다.In addition, when the first corrugated steel sheet structure 200 and the second corrugated steel sheet structure 250 are combined, the first through hole 124 of the first vertical portion 121 bonded to the first connecting member 120 and The bolt penetrates the second through hole 144 of the second vertical portion 141 joined to the second connecting member 140, and a nut is filled in the bolt that penetrates the first connecting member 120 and the second connecting member ( 140). At this time, the upper and lower portions of the first vertical portion 121 and the second vertical portion 141 are welded to serve as an auxiliary means for fastening the first connection member 120 and the second connection member 140.

맞대기 이음 구조를 이용하여 제 1파형강판 구조물 및 제 2파형강판 구조물 을 연결함으로써, 소정의 각도로 굴절되어 파형강판 구조물이 연결되도록 하는 파형강판 조립구조물을 제공하는데 있다.By connecting the first corrugated steel sheet structure and the second corrugated steel sheet structure using a butt joint structure, to provide a corrugated steel sheet assembly structure that is bent at a predetermined angle to connect the corrugated steel sheet structure.

전술한 바와 같이, 종래의 파형강판 조립구조물에서는 제 1파형강판 구조물 및 제 2파형강판 구조물을 연결하기 위해 이음판을 사용함으로 인하여 각각의 파형강판 구조물을 연결할 경우 일직선으로만 연결할 수 있는데, 본 발명에 따른 파형강판 조립 구조물에서는, 먼저 제 1파형강판 구조물 및 제 2파형강판 구조물의 양단면이 소정의 굴절각도로 연결되도록 절단하고, 맞대기 이음 구조를 이용하여 제 1파형강판 구조물 및 제 2파형강판 구조물에 각각 제 1연결부재 및 제 2연결부재를 결합하여 제 1파형강판 구조물 및 제 2파형강판 구조물을 소정의 각도로 굴절하여 연결할 수 있게 됨으로써, 제품의 기능이 향상되는 효과가 있다. 또한, 제 1연결부재 및 제 2연결부재의 양 끝단에 제 1수평부, 제 2수평부 및 제 3수평부 제 4수평부를 형성함으로써, 연결 강도가 향상되는 효과가 있다.As described above, in the conventional corrugated steel sheet assembly structure, when each corrugated steel sheet structure is connected by using a joint plate for connecting the first corrugated steel sheet structure and the second corrugated steel sheet structure, the present invention can be connected only in a straight line. In the corrugated steel sheet assembly structure according to the present invention, firstly, both end surfaces of the first waveform steel plate structure and the second waveform steel plate structure are cut to be connected at a predetermined refractive angle, and the first waveform steel plate structure and the second waveform steel plate structure are formed using a butt joint structure. The first connecting member and the second connecting member are respectively coupled to the first corrugated steel sheet structure and the second corrugated steel sheet structure by being able to bend and connected at a predetermined angle, thereby improving the function of the product. In addition, by forming the first horizontal portion, the second horizontal portion and the third horizontal portion fourth horizontal portion at both ends of the first connecting member and the second connecting member, there is an effect that the connection strength is improved.

상기에서는 본 발명의 바람직한 실시 예들을 참조하여 설명하였지만, 본 발명은 이러한 실시 예들로 제한되지 않으며 해당 기술 분야의 숙련된 당업자는 통상의 지식의 범위 내에서 그 변형이나 개량이 가능하다.

Although described above with reference to preferred embodiments of the present invention, the present invention is not limited to these embodiments and those skilled in the art can be modified or improved within the scope of ordinary knowledge.

Claims (7)

삭제delete 삭제delete 서로에 대해 소정의 각도(α)로 굴절하여 연결될 수 있도록 접촉되는 각각의 접촉면이 길이방향에 대해 같은 각도로 절단된 제1절단면 및 제2절단면으로 이루어진 제 1파형강판 구조물(200) 및 제 2파형강판 구조물(250);The first corrugated steel sheet structure 200 and the second corrugated plate consisting of a first cutting surface and a second cutting surface, each of which is in contact with each other so as to be connected by refraction at a predetermined angle α with respect to each other. Corrugated steel plate structure 250; 적어도 하나의 제 1관통공(124)이 형성되고 상기 제 1절단면에 그 중간부위가 접합수단으로 결합된 제 1수직부(121)와, 상기 제 1수직부(121)의 일단에 상기 접합수단으로 결합되는 제1수평부(122)와, 상기 제 1수직부(121)의 타단에 상기 접합수단으로 결합되는 제 2수평부(123)로 이루어진 제 1연결부재(120); 및At least one first through hole 124 is formed and the first vertical portion 121, the intermediate portion of which is coupled to the first cutting surface as a joining means, and the joining means at one end of the first vertical portion 121; A first connecting member 120 formed of a first horizontal portion 122 coupled to the second horizontal portion and a second horizontal portion 123 coupled to the other end of the first vertical portion 121 by the joining means; And 상기 제 1관통공(124)와 연통되어 체결수단이 체결되는 적어도 하나의 제 2관통공(144)이 형성되고 상기 제 2절단면에 그 중간부위가 상기 접합수단으로 결합된 제 2수직부(141)와, 상기 제 2수직부(141)의 일단에 상기 접합수단으로 결합되는 제 3수평부(142)와, 상기 제 2수직부(141)의 타단에 상기 접합수단으로 결합되는 제 4수평부(143)로 이루어진 제 2연결부(140);를 포함하여 이루어진 것을 특징으로 하는 파형강판 조립 구조물의 이음구조.At least one second through hole 144 is formed in communication with the first through hole 124 and the fastening means is fastened, and a second vertical portion 141 having an intermediate portion thereof coupled to the second cut surface by the joining means. ), A third horizontal portion 142 coupled to one end of the second vertical portion 141 by the joining means, and a fourth horizontal portion coupled to the other end of the second vertical portion 141 by the joining means. Second connection portion 140 made of 143; the joint structure of the corrugated steel sheet assembly structure comprising a. 삭제delete 제 3항에 있어서,The method of claim 3, wherein 상기 접합수단은 용접인 것을 특징으로 하는 파형강판 조립 구조물의 이음구조.Jointing means of the corrugated steel sheet assembly structure, characterized in that the welding means. 제 3항 또는 제 5항에 있어서,The method according to claim 3 or 5, 상기 체결수단은 볼트와 너트인 것을 특징으로 하는 파형강판 조립 구조물의 이음구조.The fastening means is a joint structure of the corrugated steel sheet assembly structure, characterized in that the bolt and nut. 제 3항에 따른 단면이 아치형인 상기 제 1파형강판 구조물(200)과 상기 제 2파형강판 구조물(250)을 연결하기 위한 방법으로서, A method for connecting the first corrugated steel sheet structure 200 and the second corrugated steel sheet structure 250 having an arcuate cross section according to claim 3, 상기 제 1파형강판 구조물(200) 및 상기 제 2파형강판 구조물(250)의 양단면이 굴절각도(α)를 가지며 결합되도록 상기 제 1파형강판 구조물(200) 및 상기 제 2파형강판 구조물(250)의 결합 면을 각각 절단하는 절단단계;The first waveform steel plate structure 200 and the second waveform steel plate structure 250 such that both end surfaces of the first waveform steel plate structure 200 and the second waveform steel plate structure 250 have a refractive angle α are combined. Cutting a bonding surface of each); 상기 제 1파형강판 구조물(200)의 절단면에 상기 제 1연결부재(120)를 접합수단으로 접합하고, 상기 제 2파형강판 구조물(250)의 절단면에 상기 제 2연결부재(140)를 상기 접합수단으로 접합하는 접합단계; 및The first connecting member 120 is bonded to the cut surface of the first wave steel plate structure 200 by a joining means, and the second connecting member 140 is bonded to the cut surface of the second wave steel plate structure 250. Bonding step of joining by means; And 상기 제 1연결부재(120)와 상기 제 2연결부재(140)를 체결수단을 이용하여 결합하는 결합단계를 순차적으로 실시하여 소정의 각도(α)로 굴절하여 연결되는 것을 특징으로 하는 파형강판 조립구조물의 이음방법.Assembly of the corrugated steel sheet, characterized in that the first connecting member 120 and the second connecting member 140 are sequentially coupled to each other using fastening means to be refracted at a predetermined angle (α). Jointing method of the structure.
KR1020040006999A 2004-02-03 2004-02-03 Connection method and connection structure of corrugated grater assembly structure KR100634019B1 (en)

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