KR100768779B1 - Modular deck-plate with open part - Google Patents

Modular deck-plate with open part Download PDF

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Publication number
KR100768779B1
KR100768779B1 KR1020070041978A KR20070041978A KR100768779B1 KR 100768779 B1 KR100768779 B1 KR 100768779B1 KR 1020070041978 A KR1020070041978 A KR 1020070041978A KR 20070041978 A KR20070041978 A KR 20070041978A KR 100768779 B1 KR100768779 B1 KR 100768779B1
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South Korea
Prior art keywords
plate
concrete
deck
deck plate
fastening
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KR1020070041978A
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Korean (ko)
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KR20070059028A (en
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최동호
박완순
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한양대학교 산학협력단
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor 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
    • E04B5/40Floor 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 콘크리트 구조물의 시공시 사용되는 데크플레이트(Deck-plate)에 관한 것으로, 데크플레이트 내부에 개구부(開口部)를 형성하고, 하부에는 결합판을 구성하여 콘크리트의 타설 및 양생 중에는 상기 개구부를 폐쇄하고, 이후 검사 등을 위하여 콘크리트의 하부 표면을 노출시킬 필요가 있을 경우 결합판을 탈거할 수 있도록 한 것이다.The present invention relates to a deck plate (deck-plate) used in the construction of a concrete structure, an opening (개구부 口 部) is formed inside the deck plate, the lower plate is configured to form a coupling plate during the pouring and curing of the concrete If the need to expose the lower surface of the concrete for later inspection, etc. It is to be able to remove the bonding plate.

본 발명을 통하여, 종래 데크플레이트의 최대 결점이었던 콘크리트 표면 확보 문제를 근본적으로 해결할 수 있게 되었으며, 이로써 콘크리트 표면의 정확한 관찰은 물론 각종 비파괴검사 내지 공시체(供試體) 채취가 가능하여, 데크플레이트를 이용한 콘크리트 구조물의 신뢰성 및 성능을 제고하는 효과를 얻을 수 있다.Through the present invention, it is possible to fundamentally solve the problem of securing the concrete surface, which was the biggest drawback of the conventional deck plate, thereby enabling accurate observation of the concrete surface as well as various non-destructive inspections and specimen collection. The effect of improving the reliability and performance of the used concrete structure can be obtained.

데크플레이트(Deck-plate), 개구부(開口部), 콘크리트 Deck-plates, Openings, Concrete

Description

개구부가 형성된 조립식 데크플레이트{Modular deck-plate with open part}Modular deck-plate with open part

도 1은 종래의 데크플레이트 시공상태 예시도1 is a view illustrating a conventional deck plate construction state

도 2는 종래의 투시형 데크플레이트 사시도Figure 2 is a perspective view of a conventional perspective deck plate

도 3은 본 발명의 분해사시도 및 체결상태 사시도Figure 3 is an exploded perspective view and a perspective view of the fastening state of the present invention

도 4는 본 발명의 시공상태 예시도4 is a view illustrating a construction state of the present invention

도 5는 본 발명을 통한 콘크리트 구조물 시공 및 검사과정 설명도5 is a diagram illustrating the construction and inspection process of the concrete structure according to the present invention

도 6은 본 발명의 결합판 탈거과정 설명도Figure 6 is an explanatory view of the bonding plate stripping process of the present invention

도 7은 본 발명의 결합판 변형 상태 예시도7 is a view illustrating a modified state of the coupling plate of the present invention

도 8은 본 발명의 변형된 실시예 분해사시도 및 체결상태 사시도8 is an exploded perspective view of a modified embodiment of the present invention and a perspective view of the fastening state

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

100 : 데크플레이트(Deck-plate)100: Deck-plate

108 : 투명판108: transparent plate

109 : 연결부109: connection

110 : 개구부(開口部)110: opening

120 : 결합판120: binding plate

121 : 리브(Rib)121: Rib

131 : 체결요부(凹部)131: fastening required

132 : 체결돌부(突部)132: fastening protrusions

141 : 요입부141: recessed part

142 : 돌출부142: protrusion

200 : 콘크리트200: concrete

301 : 고정나사301: set screw

302 : 슈미트해머(Schmidt Hammer)302: Schmidt Hammer

본 발명은 콘크리트 구조물의 시공시 사용되는 데크플레이트(Deck-plate)에 관한 것으로, 데크플레이트 내부에 개구부(開口部)를 형성하고, 하부에는 결합판을 구성하여 콘크리트의 타설 및 양생 중에는 상기 개구부를 폐쇄하고, 이후 검사 등을 위하여 콘크리트의 하부 표면을 노출시킬 필요가 있을 경우 결합판을 탈거할 수 있도록 한 것이다.The present invention relates to a deck plate (deck-plate) used in the construction of a concrete structure, an opening (개구부 口 部) is formed inside the deck plate, the lower plate is configured to form a coupling plate during the pouring and curing of the concrete If the need to expose the lower surface of the concrete for later inspection, etc. It is to be able to remove the bonding plate.

데크플레이트란 일종의 판상(板狀) 거푸집으로서, 타설된 콘크리트의 양생이 완료된 후에도 거푸집을 해체하지 않고 존치시키게 되며, 데크플레이트 자체에 콘크리트의 자중을 지지할 수 있는 강성을 보유하므로 동바리 등의 가설비를 최소화 할 수 있을 뿐 아니라, 구조적으로 상부 콘크리트를 보강하는 역할 또한 수행하게된다.Deck plate is a kind of plate-shaped formwork, which is maintained even after the curing of pour concrete is completed without dismantling the formwork, and it has the rigidity to support the weight of concrete on the deck plate itself. Not only can it be minimized, it will also structurally reinforce the upper concrete.

특히, 거푸집 설치 및 해체 공정이 간소화 내지 생략되므로 그에 따른 공기 및 공사비 절감의 효과를 얻을 수 있으며, 콘크리트 양생 중 거푸집 하부를 지지하는 동바리 등을 최소화할 수 있으므로, 도로 상부를 통과하는 교량의 경우 도로소통을 방해하지 않고 시공이 가능한 장점이 있다.In particular, since the formwork installation and dismantling process is simplified or omitted, it is possible to obtain the effect of reducing the air and construction costs, and to minimize the ridges supporting the formwork during the curing of the concrete. There is an advantage that can be installed without disturbing communication.

데크플레이트는 통상 아연도금강판 등의 금속판으로 제작되며, 도 1에서와 같이, 양측단에 절곡된 연결부(109)가 형성되어 이들 연결부(109)를 통하여 연결된 다수의 데크플레이트(100)가 조합됨으로써 전체 구조체를 구성하게 된다.Deck plate is usually made of a metal plate, such as galvanized steel sheet, as shown in Figure 1, by forming a connecting portion 109 is bent at both ends and combined with a plurality of deck plate 100 connected through these connecting portion 109 It will make up the whole structure.

이러한 데크플레이트(100)는 전술한 바와 같이, 구조적 안정성 및 시공편의 측면에서 많은 장점을 가지고 있으나, 데크플레이트(100) 상부 콘크리트(200)가 외부로 전혀 노출되지 않는 문제점을 가지고 있다.As described above, the deck plate 100 has many advantages in terms of structural stability and construction pieces, but the deck plate 100 has a problem that the upper concrete 200 is not exposed to the outside at all.

즉, 일반 거푸집과 달리 콘크리트(200)의 양생이 완료된 후에도 데크플레이트(100)가 제거 되지 않으므로 콘크리트(200)의 표면이 외부로 노출되지 않고, 따라서 콘크리트(200) 표면을 관찰할 수 없어 균열, 백화, 누수 등의 점검이 거의 불가능한 것이다.That is, unlike the general formwork, since the deck plate 100 is not removed even after the curing of the concrete 200 is completed, the surface of the concrete 200 is not exposed to the outside, and thus the surface of the concrete 200 cannot be observed and cracks, It is almost impossible to check for whitening and leaks.

이에, 도 2에서와 같이 데크플레이트(100) 내부의 일부분을 절개한 후, 그 상부에 투명판(108)을 접합하거나, 데크플레이트(100) 자체를 합성수지제의 투명체로 구성함으로써 콘크리트(200) 표면을 육안으로 확인할 수 있는 제품이 개발되었으나, 이 또한 투명체를 통한 간접적인 육안관찰이 가능할 뿐 세밀한 관찰은 거의 불가능하며, 콘크리트(200) 표면과의 직접 접촉을 요하는 슈미트해머(Schmidt Hammer)(302)법 등의 비파괴검사, 국부파괴검사 및 공시체(供試體) 채취 또한 불가능한 문제점이 있었다.Thus, after cutting a portion of the inside of the deck plate 100 as shown in Figure 2, by bonding a transparent plate 108 on the top, or by forming the deck plate 100 itself made of a transparent body of concrete 200 Although a product that can visually check the surface has been developed, this also allows indirect visual observation through a transparent body, and it is almost impossible to observe in detail, and Schmidt Hammer which requires direct contact with the surface of the concrete 200 ( Non-destructive testing, local destructive testing and specimen collection were also impossible.

본 발명은 전술한 문제점을 감안하여 창안한 것으로, 데크플레이트 내부에 개구부를 형성하고, 데크플레이트 저면에 밀착, 부착되는 결합판을 병설하여 콘크리트의 양생이 완료된 후 필요에 따라 결합판을 탈거함으로써 콘크리트의 노출면을 확보할 수 있도록 한 것이다.The present invention has been made in view of the above-described problems, and by forming an opening in the deck plate, and attaching the bonding plate to be in close contact with the bottom of the deck plate to remove the bonding plate as needed after curing of the concrete is completed It is to secure the exposed surface of the.

즉, 개구부가 형성된 본체와 이 본체 저면에 탈부착 가능하도록 밀착되는 결합판으로 데크플레이트를 구성함으로써, 콘크리트의 타설 및 양생시에는 결합판을 통하여 개구부를 완전 폐쇄하여 콘크리트의 누출을 방지하고, 콘크리트의 양생이 완료된 후 검사가 필요할 시에는 결합판을 탈거함으로써 개구부를 통하여 노출된 콘크리트 표면에 각종 검사를 수행할 수 있도록 한 것이다.That is, by forming a deck plate with a main body having an opening formed thereon and a bonding plate that is closely attached to the bottom of the main body, during pouring and curing of the concrete, the opening is completely closed through the joining plate to prevent leakage of concrete. When the inspection is necessary after curing is completed, by removing the binding plate it is possible to perform various inspections on the exposed concrete surface through the opening.

본 발명의 상세한 구성을 첨부된 도면을 통하여 설명하면 다음과 같다.The detailed configuration of the present invention through the accompanying drawings as follows.

우선 도 3은 본 발명의 데크플레이트(100)와 결합판(120)이 분리된 상태 및 결합된 상태를 도시한 것으로, 도시된 실시예에서는 데크플레이트(100) 저면에 한쌍의 체결요부(131)가 종방향으로 형성되고 다수의 개구부(110)가 체결요부(131) 사이에 형성되며, 결합판(120)의 양단에는 체결돌부(132)가 형성되어, 이들 체결요부(131) 및 체결돌부(132)가 결합됨으로써 데크플레이트(100)와 결합판(120)이 밀착되며, 개구부(110)가 폐쇄된다.First, Figure 3 shows the deck plate 100 and the coupling plate 120 of the present invention in a separated state and a combined state, in the illustrated embodiment a pair of fastening recess 131 on the bottom of the deck plate 100 Are formed in the longitudinal direction and a plurality of openings 110 are formed between the fastening recesses 131, and fastening protrusions 132 are formed at both ends of the coupling plate 120, such fastening recesses 131 and fastening protrusions ( 132 is coupled to the deck plate 100 and the coupling plate 120 is in close contact, the opening 110 is closed.

도 4는 본 발명이 적용된 콘크리트(200) 구조물의 부분절단 사시도로서, 동 도면을 통하여 알 수 있는 바와 같이, 데크플레이트(100) 내부에는 개구부(110)가 형성되어 있으며, 개구부(110) 주변의 데크플레이트(100) 저면과 밀착되는 결합판(120)이 체결되어 타설 및 양생시 콘크리트(200)의 누출을 방지하게 되고, 결합판(120)의 하부에는 필요에 따라 리브(Rib)(121)를 형성하여 보강할 수도 있다.4 is a partially cutaway perspective view of the concrete 200 structure to which the present invention is applied. As can be seen through the drawing, the opening 110 is formed in the deck plate 100, and the periphery of the opening 110 is shown. The coupling plate 120 which is in close contact with the bottom of the deck plate 100 is fastened to prevent leakage of the concrete 200 during pouring and curing, and a rib (121) as necessary under the coupling plate 120. It can also be reinforced by forming a.

한편, 인접 데크플레이트(100) 간의 연결은 데크플레이트(100) 양 측단의 절곡된 연결부(109)를 통하여 이루어지며, 이러한 데크플레이트(100)의 조합 방식은 이미 종래기술을 통하여 설명한 바 이에 대한 상세한 기술은 생략한다.On the other hand, the connection between the adjacent deck plate 100 is made through the bent connection portion 109 on both sides of the deck plate 100, the combination method of such deck plate 100 has already been described through the prior art bar detailed The description is omitted.

도 5는 본 발명의 데크플레이트(100)를 통한 콘크리트(200) 구조물 시공 및 검사과정을 도시한 대표단면도로서, 데크플레이트(100)간 연결 및 결합판(120) 체결이 완료되어 폐쇄된 타설공간이 확보되면, 콘크리트(200)가 타설 및 양생되고, 양생이 완료된 후, 필요시 동 도면의 최하부에서와 같이 결합판(120)을 제거하여 노출된 콘크리트(200) 표면에 각종 검사를 실시할 수 있다.5 is a representative cross-sectional view showing the construction and inspection process of the concrete 200 structure through the deck plate 100 of the present invention, the connection between the deck plate 100 and the coupling plate 120 is completed, the pouring place closed Once secured, the concrete 200 is poured and cured, and after curing is completed, various inspections may be performed on the exposed concrete 200 surface by removing the coupling plate 120 as shown in the lowermost part of the drawing. have.

도 5에서는 대표적인 비파괴검사법인 슈미트해머(Schmidt Hammer)(302)법을 실시하고 있는 상황을 도시하고 있으나, 이외에도 각종 접촉, 비접촉식 비파괴검사는 물론 물리 화학적인 국부파괴법이나 공시체 채취가 가능하며, 동 도면에 도시된 바와 같이, 데크플레이트(100)와 결합판(120) 간의 더욱 견고한 체결 및 밀착을 위 하여 셀프드릴링스크류 등의 고정나사(301)를 적용할 수도 있으나 이와 같은 보조 결합수단은 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 현장 여건에 따라 선택 적용할 수 있는 사항이므로 이에 대한 청구범위의 구체적인 한정은 하지 않는다.FIG. 5 shows a situation in which the Schmidt Hammer 302 method, which is a representative non-destructive test method, is implemented. In addition, various contact and non-contact non-destructive tests, as well as physicochemical local destruction methods or specimen collection, are possible. As shown in the figure, a fixing screw 301, such as a self-drilling screw, may be applied for more secure fastening and close contact between the deck plate 100 and the coupling plate 120, but such an auxiliary coupling means is provided in the present invention. Since those skilled in the art can be selectively applied according to site conditions, the specific scope of the claims is not limited thereto.

도 6은 도 3 내지 도 5에 도시된 실시예에 있어서 데크플레이트(100)와 결합판(120)의 탈착방식을 도시한 것으로서, 체결돌부(132)와 체결요부(131)는 공히 직각으로 절곡된 형상을 가지되, 체결요부(131)의 입구 폭은 체결돌부(132)가 상측으로 삽입될 수 있을 정도로 넓게 구성된다.6 illustrates a detachment method of the deck plate 100 and the coupling plate 120 in the embodiment illustrated in FIGS. 3 to 5, and the fastening protrusion 132 and the fastening recess 131 are bent at right angles. It has a predetermined shape, the inlet width of the fastening recess 131 is configured so that the fastening protrusion 132 can be inserted upward.

즉, 데크플레이트(100)에서 결합판(120)을 분리함에 있어서, 결합판(120)을 종방향으로 빼내게 되면 과도한 작업공간이 필요할 뿐 아니라, 분리과정에 많은 시간이 소요되므로, 도 6을 통하여 알 수 있는 바와 같이, 결합판(120)을 측방으로 이동시킨 후 아래쪽으로 빼낼 수 있도록 체결요부(131)의 입구를 충분히 넓게 구성하는 것이다.That is, in separating the coupling plate 120 from the deck plate 100, when the coupling plate 120 is pulled out in the longitudinal direction, not only an excessive work space is required, but also takes a lot of time in the separation process, Figure 6 As can be seen through, the inlet of the fastening recess 131 is configured to be wide enough to move the coupling plate 120 laterally and pulled out downward.

한편, 데크플레이트(100)와 결합판(120)은 시공중 이탈되지 않도록 자체 탄성 또는 마찰력에 의하여 상당수준 견고한 체결상태를 유지하게 되는 바, 현장에서 인력으로 결합판(120)을 탈거하기 위하여 망치 등을 통한 타격을 가하게 되는데, 도 6에 도시된 실시예의 경우 결합판(120)의 탈거를 위하여 측방향 이동을 요하므로 타격시 결합판(120)에 횡방향의 외력이 가하지며, 따라서 도 7에서와 같은 변형이 발생될 수 있어 결합판(120)의 탈거 및 재결합에 있어 문제를 유발하게 된다.On the other hand, the deck plate 100 and the coupling plate 120 to maintain a considerable level of solid fastening state by its own elastic or frictional force so as not to be separated during construction, the hammer to remove the coupling plate 120 by manpower in the field In the case of the embodiment shown in FIG. 6, since the lateral movement is required for the removal of the coupling plate 120, the external force is applied to the coupling plate 120 when the blow is applied. Deformation as in may occur may cause problems in the removal and recombination of the coupling plate 120.

이에, 도 8에서와 같이, 치열(齒列)구조와 유사한 형태로 체결요부(131)와 체결돌부(132)를 구성함으로써, 횡방향 이동 없이 종방향 이동만을 통한 결합판(120)의 탈, 부착을 가능하도록 하면서도 종방향 이동거리를 최소화할 수 있도록 하였다.Thus, as shown in Figure 8, by forming the fastening recess 131 and the fastening protrusions 132 in a form similar to the dental structure, the removal of the coupling plate 120 through the longitudinal movement only without the lateral movement, It is possible to minimize the longitudinal movement distance while enabling the attachment.

즉, 데크플레이트(100)의 체결요부(131)에는 다수의 요입부(141)를 종방향으로 반복 형성하고, 결합판(120)의 체결돌부(132)에는 이들 요입부(141)에 대응되는 다수의 돌출부(142)를 역시 종방향으로 반복 형성하되, 요입부(141) 및 돌출부(142)는 그 길이 및 간격을 동일하게 구성함으로써, 최소한의 종방향 이동만을 통하여 결합판(120)의 탈부착이 가능하도록 하였으며, 현장에서의 타격 또한 종방향으만 이루어지므로 과도한 변형을 예방할 수 있는 것이다.That is, a plurality of recesses 141 are repeatedly formed in the fastening recesses 131 of the deck plate 100 in the longitudinal direction, and the fastening protrusions 132 of the coupling plate 120 correspond to these recesses 141. The plurality of protrusions 142 are also repeatedly formed in the longitudinal direction, but the concave portion 141 and the protrusions 142 have the same length and spacing, so that the attachment and detachment of the coupling plate 120 only through a minimum of longitudinal movement. This is possible, and the blow in the field is also made only in the longitudinal direction to prevent excessive deformation.

결국 본 발명의 기술요지는 콘크리트 구조물 시공용 데크플레이트(Deck-plate)에 있어서, 데크플레이트(100)의 저면에는 한쌍의 체결요부(131)가 이격되어 형성되고, 상기 체결요부(131) 사이에는 개구부(開口部)(110)가 형성되며, 양 측단에 체결돌부(132)가 형성된 결합판(120)이 체결돌부(132)와 체결요부(131)가 결합됨으써 데크플레이트(100)와 밀착됨을 특징으로 하는 개구부가 형성된 조립식 데크플레이트이다.As a result, the technical gist of the present invention is a deck plate for a concrete structure construction. A pair of fastening recesses 131 are spaced apart from each other on the bottom surface of the deck plate 100, and between the fastening recesses 131. An opening 110 is formed, and a coupling plate 120 having fastening protrusions 132 formed at both side ends thereof is in close contact with the deck plate 100 by combining the fastening protrusion 132 and the fastening recess 131. The prefabricated deck plate is formed, characterized in that the opening.

또한, 상기 데크플레이트(100)의 체결요부(131)에는 다수의 요입부(141)가 종방향으로 반복되어 형성되고, 결합판(120)의 체결돌부(132)에는 다수의 돌출부(142)가 종방향으로 반복되어 형성되되, 상기 요입부(141) 및 돌출부(142)는 그 길이 및 간격이 동일함을 특징으로 하는 개구부가 형성된 조립식 데크플레이트이다.In addition, the fastening recess 131 of the deck plate 100 is formed by repeating a plurality of concave inlet 141 in the longitudinal direction, and a plurality of protrusions 142 on the fastening protrusion 132 of the coupling plate 120. Repeatedly formed in the longitudinal direction, the recess 141 and the protrusion 142 is a prefabricated deck plate formed with an opening, characterized in that the length and spacing are the same.

본 발명을 통하여, 종래 데크플레이트의 최대 결점이었던 콘크리트 표면 확보 문제를 근본적으로 해결할 수 있게 되었으며, 이로써 콘크리트 표면의 정확한 관찰은 물론 각종 비파괴검사 내지 공시체(供試體) 채취가 가능하여, 데크플레이트를 이용한 콘크리트 구조물의 신뢰성 및 성능을 제고하는 효과를 얻을 수 있다.Through the present invention, it is possible to fundamentally solve the problem of securing the concrete surface, which was the biggest drawback of the conventional deck plate, thereby enabling accurate observation of the concrete surface as well as various non-destructive inspections and specimen collection. The effect of improving the reliability and performance of the used concrete structure can be obtained.

Claims (2)

콘크리트 구조물 시공용 데크플레이트(Deck-plate)에 있어서,In the deck plate for the construction of concrete structures, 데크플레이트(100)의 저면에는 한쌍의 체결요부(131)가 이격되어 형성되고;On the bottom of the deck plate 100, a pair of fastening recesses 131 are formed spaced apart; 상기 체결요부(131) 사이에는 개구부(開口部)(110)가 형성되며;An opening (110) is formed between the fastening recesses 131; 양 측단에 체결돌부(132)가 형성된 결합판(120)이 체결돌부(132)와 체결요부(131)가 결합됨으써 데크플레이트(100)와 밀착됨을 특징으로 하는 개구부가 형성된 조립식 데크플레이트.The coupling plate 120 having the fastening protrusions 132 formed at both side ends thereof is coupled to the deck plate 100 by the fastening protrusions 132 and the fastening recesses 131. 제1항에 있어서, 데크플레이트(100)의 체결요부(131)에는 다수의 요입부(141)가 종방향으로 반복되어 형성되고;The fastening recess 131 of the deck plate 100 has a plurality of recesses 141 formed in the longitudinal direction. 결합판(120)의 체결돌부(132)에는 다수의 돌출부(142)가 종방향으로 반복되어 형성되되;Fastening protrusions 132 of the coupling plate 120 is formed with a plurality of protrusions 142 are repeated in the longitudinal direction; 상기 요입부(141) 및 돌출부(142)는 그 길이 및 간격이 동일함을 특징으로 하는 개구부가 형성된 조립식 데크플레이트.The recessed part 141 and the protrusion 142 is a prefabricated deck plate having an opening, characterized in that the length and spacing are the same.
KR1020070041978A 2007-04-30 2007-04-30 Modular deck-plate with open part KR100768779B1 (en)

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KR101481480B1 (en) * 2014-02-19 2015-01-13 (주)윈하이텍 deck plate with definite cause a water leakage and crack
KR102330715B1 (en) * 2020-09-04 2021-11-24 디앤이구조엔지니어링(주) Method for menufacturing asymmetry beam having web holes and lengthened web-height and structure system including composite beam

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KR101046318B1 (en) * 2009-05-28 2011-07-05 (주)한미글로벌건축사사무소 Prefab Deck Plate
KR101214305B1 (en) * 2012-08-17 2013-01-09 주식회사 제일테크노스 End part structure of truss deck panel

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KR200408399Y1 (en) 2005-11-29 2006-02-08 산돌엔지니어링(주) Slav building structure used transparent deck plate

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KR200408399Y1 (en) 2005-11-29 2006-02-08 산돌엔지니어링(주) Slav building structure used transparent deck plate

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101481480B1 (en) * 2014-02-19 2015-01-13 (주)윈하이텍 deck plate with definite cause a water leakage and crack
KR102330715B1 (en) * 2020-09-04 2021-11-24 디앤이구조엔지니어링(주) Method for menufacturing asymmetry beam having web holes and lengthened web-height and structure system including composite beam

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