KR100835681B1 - Scaffolding for building - Google Patents

Scaffolding for building Download PDF

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Publication number
KR100835681B1
KR100835681B1 KR1020060044571A KR20060044571A KR100835681B1 KR 100835681 B1 KR100835681 B1 KR 100835681B1 KR 1020060044571 A KR1020060044571 A KR 1020060044571A KR 20060044571 A KR20060044571 A KR 20060044571A KR 100835681 B1 KR100835681 B1 KR 100835681B1
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South Korea
Prior art keywords
scaffolding
stator
scaffold
connector
column
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KR1020060044571A
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Korean (ko)
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KR20070111597A (en
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장윤근
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주식회사 신영
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    • 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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • 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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

본 발명은 건축공사시에 작업자가 일할 수 있도록 공사장에 시설하는 임시 가설물인 건축용 비계의 새로운 구성에 관한 것으로 The present invention relates to a new configuration of a construction scaffolding which is a temporary temporary installation installed at the construction site so that workers can work during construction work

보다 구체적인 것은 금속제 파이프로 된 비계기둥의 외면 일정높이에 전후좌우로 동일한 길이의 고정자(10) 4개를 4등분 된 위치에 돌출되게 형성하고 각 고정자에 연결구멍(11)을 형성한 비계기둥(1)과 More specifically, four stators 10 having the same length are formed to protrude into four equal positions at a predetermined height on the outer surface of the scaffolding column made of metal pipes, and the connection holes 11 are formed in each stator. 1) and

4개의 비계기둥 사이에 가설되도록 직사각형으로 되고 상면이 평판(2a)으로 되어 다수의 구멍(2a')이 일정간격에 형성되며 둘레에 금속제 보강벽(2b)을 형성한 직4각형의 판상부재의 모서리 부근 보강벽(2b) 외면에서 인접한 비계기둥의 고정자를 향해 연결부(3b)에 연결구멍(3e)을 형성한 발판(2)과 The rectangular plate-shaped member having a rectangular shape so as to be interposed between four scaffold pillars and having a flat surface 2a having a plurality of holes 2a 'formed at regular intervals and having a metal reinforcing wall 2b circumferentially formed thereon. The footrest 2 which forms the connection hole 3e in the connection part 3b toward the stator of the adjacent scaffolding column from the outer surface of the reinforcement wall 2b near a corner, and

발판연결구(3)의 연결구멍(3e)과 비계기둥 고정자(10)의 연결구멍(11) 사이에 투입되어 발판과 비계기둥을 체결하는 체결구(4)로 구성되어 4개의 비계기둥을 발판과 연결할 수 있게 구성한 건축 공사용 비계이다.It consists of a fastener (4) which is inserted between the connecting hole (3e) of the footrest connector (3) and the connection hole (11) of the scaffolding stator (10) to fasten the scaffolding and the scaffolding column. It is a scaffold for building construction.

비계기둥, 발판, 가로연결대, 세로연결대 Scaffolding Column, Scaffolding, Horizontal Connections, Vertical Connections

Description

건축용 비계{scaffolding for building}Scaffolding for building

도 1은 종래의 건축용 비계 구성을 예시한 사시도1 is a perspective view illustrating a conventional construction scaffold configuration

도 2는 본 발명의 비계구성을 보이는 일부 사시도2 is a partial perspective view showing the scaffold configuration of the present invention

도 3은 본 발명의 발판 연결부 분해 사시도3 is an exploded perspective view of the footrest connector of the present invention

도 4는 본 발명의 사용상태 평면 예시도4 is a plan view showing the use state of the present invention

도 5는 본 발명의 비계가 이중으로 설치되는 사용상태 평면 예시도5 is a plan view illustrating a state of use in which the scaffold of the present invention is installed in duplicate;

도 6은 본 발명의 또 다른 발판연결구의 분해 사시도Figure 6 is an exploded perspective view of another foot connector of the present invention

도 7은 도 6의 발판연결구를 저면에서 본 분해 사시도Figure 7 is an exploded perspective view of the foot connector in Figure 6 viewed from the bottom

도 8은 도 6의 조립상태 예시도8 is an exemplary view of the assembled state of FIG.

도 9는 도 6의 사용상태 예시도9 is an exemplary state of use of FIG.

도 10,도11, 도12는 본 발명의 발판 연결구의 또 다른 예시도10, 11, 12 is another exemplary view of the footrest connector of the present invention

도 13은 도12의 실시상태 예시도이다.FIG. 13 is an exemplary view of an exemplary embodiment of FIG. 12.

* 도면의 주요부분에 대한 부호설명* Explanation of symbols on the main parts of the drawings

1 : 비계기둥 2 : 발판1: scaffolding column 2: scaffolding

2a : 평판 2a' : 구멍2a: plate 2a ': hole

2b : 보강벽 3 : 발판연결구2b: reinforcing wall 3: scaffold connector

3b : 연결부 3c : 안내홈3b: connection part 3c: guide groove

3e : 연결구멍 3f : 오목접촉면3e: connection hole 3f: concave contact surface

4 : 체결구 4a : 하단부4: fastener 4a: lower part

4b : 밀착부 4c,4d : 걸림돌기4b: close contact portion 4c, 4d: locking projection

10 : 고정자 11 : 고정구멍10 stator 11 fixing hole

30 : 보조연결구 31 : 연결구멍30: auxiliary connector 31: connection hole

32 : 연결편 40 : 체결핀32: connecting piece 40: fastening pin

A : 비계기둥 B1 : 가로연결대 B2 : 세로연결대 D : 체결구A: Scaffold column B1: Horizontal connector B2: Vertical connector D: Fastener

본 발명은 건축공사시에 작업자가 일할 수 있도록 공사장에 시설하는 임시 가설물인 건축용 비계에 관한 것으로 보다 구체적인 것은 파이프로된 4개의 비계기둥 사이에 직4각형 발판을 개입하여 4개의 비계기둥을 발판으로 연결할 수 있게 구성하여 비계기둥을 설치할 때 비계기둥 사이에 가로연결대와 세로연결대를 연결하지 않고 비계를 구성할 수 있게 함으로써 비계제조 단가를 저렴하게 하고 비계구조를 간결하게 하며 조립이 견고하게 되고 설치와 해체가 편리하도록 개발한 것이다.The present invention relates to a construction scaffold, which is a temporary construction installed at a construction site so that a worker can work during a construction work. More specifically, four scaffold columns are provided by interposing a rectangular scaffold between four scaffold columns made of pipes. When the scaffold column is installed, it is possible to construct the scaffold without connecting horizontal and vertical connecting rods between the scaffold columns, thereby making the cost of manufacturing of the scaffold low, the scaffold structure simple, and the assembly and It was developed for easy disassembly.

종래의 건축용 비계는 첨부된 도면 도1에서 예시한 바와 같이 4개의 비계기둥(A)을 두개의 가로대(B1)와 두개의 세로대(B2)로 연결하고 양측 세로대(B2) 사이에 양측단에 걸고리가 구비된 직4각형의 발판(C)을 설치하여 발판의 양측 걸고리가 비계기둥과 비계기둥을 연결하는 세로대(B2)위에 포개어져 고정되게 한 구성이므로 비계기둥을 세우기 위해서는 비계기둥과 비계기둥을 연결하는 가로대와 세로대가 있어야 하고 비계기둥이 세워지면 비계기둥사이에 발판을 설치하여 비계를 완성시키게 되므로 자재비가 많이 들어 생산 비용이 고가로 되는 문제가 있고, 조립과정을 보면 4개의 비계기둥을 가로대와 세로대를 사용하여 가설한 다음 세로대 사이에 발판을 설치하여 발판의 양측 걸고리가 세로대위에 포개어져 고정되게 하는 구성이므로 발판이 세로대위에서 아래로 작용하는 중량에 의하여 지지되기 때문에 체결력이 부실하여 진동이나 충격에 발판이 쉽게 흔들리고 밑에서 위로 작용하는 힘을 받으면 이완되어 붕괴되므로 안전사고가 유발되는 등의 결점이 있었다.Conventional building scaffolding is connected to the four ends of the scaffold (A) with two crossbars (B1) and two longitudinal poles (B2) as shown in Figure 1 of the accompanying drawings and hooks at both ends between the two longitudinal poles (B2) In order to establish the scaffolding column, the scaffolding column and the scaffolding column should be installed so that the hooks on both sides of the scaffold are folded and fixed on the vertical pole (B2) connecting the scaffolding column and the scaffolding column. There must be a connecting rod and a vertical rod, and when the scaffold column is erected, a scaffold is installed between the scaffold pillars to complete the scaffolding, resulting in a high production cost due to high material costs. After the construction using the and vertical poles, the footrest is installed between the vertical poles so that the hooks on both sides of the footrest are fixed on the vertical poles. Since the above is supported by the weight acting down is so relaxing receives a clamping force that is easily shaken by bad acting over the springboard under vibration or shock collapse had drawbacks such that the accident causes.

본 발명은 상기와 같은 종래의 문제점을 해소하고자 개발된 것으로서, 비계기둥 둘레에 고정자를 형성하고 직4각형으로 되는 발판의 모서리 부근에 발판연결구를 부착하여 비계기둥 사이에 발판을 개재하여 발판외주에 형성된 연결구가 비계기둥의 고정부와 체결되는 구성으로 비계를 구성하여 비계기둥을 연결하는 가로대와 세로대가 필요없는 구성의 비계를 발명함으로써 가설자재를 절약하여 생산비를 절감시키고 발판과 비계기둥이 견고하게 체결되어 견고한 비계가 형성됨으로써 안전한 비계가 구축되도록 한 것이데 이를 첨부된 도면에 의거하여 보다 상세하게 설명하면 다음과 같다.The present invention was developed to solve the above-described problems, and the stator is formed around the scaffolding pillar and the footrest connector is attached to the corner of the scaffold, which becomes a rectangular shape, with the scaffolding interposed between the scaffolding pillars. By forming the scaffold with the structure where the formed connector is fastened with the fixing part of the scaffolding pillar, the invention invents a scaffold that does not need a crossbar and a longitudinal rod to connect the scaffolding pillar, thereby saving the construction materials and reducing the production cost and making the scaffolding and the scaffolding pillar firm. It is fastened to form a secure scaffold by forming a solid scaffold, which will be described in more detail based on the accompanying drawings.

본 발명은 금속파이프로 된 비계기둥의 외면 일정 높이에 둘레를 따라 일정간격에 동일한 길이로 돌출되는 4개의 고정자(10)를 4분등된 위치에 형성하고 각 고정자의 연결부에 연결구멍(11)을 형성한 비계기둥(1)과,The present invention forms four stators 10 protruding at equal intervals along a circumference along a circumference at a predetermined height of the outer surface of the scaffolding column made of metal pipes in quartile positions, and forming a connection hole 11 at a connection portion of each stator. Formed scaffolding column (1),

4개의 비계기둥 사이에 가설되도록 직사각형으로 되고 상면이 평판(2a)으로 되어 다수의 구멍(2a')이 일정간격에 형성되며 둘레에 금속제 보강벽(2b)을 형성한 직4각형의 판상부재로 되어 그 모서리 부근 보강벽(2b) 외면에서 인접한 비계기둥의 고정자를 향해 수평방향으로 연결부재를 부착하여 각자의 외측단에 고정자와 연결되도록 연결부(3b)를 형성하여 연결구멍(3e)을 형성한 발판연결구(3)를 형성시킨 발판(2)과,It is a rectangular plate-shaped member that is rectangular to be installed between four scaffold columns, and the upper surface is a flat plate 2a, and a plurality of holes 2a 'are formed at regular intervals, and a metal reinforcing wall 2b is formed around the perimeter. And attaching the connecting member in the horizontal direction toward the stator of the adjacent scaffold at the outer surface of the reinforcing wall 2b near the corner thereof, and forming a connecting hole 3e so as to be connected to the stator at its outer end. Footrest (2) formed footrest connector (3),

발판연결구(3)의 연결구멍(3e)과 비계기둥 고정자(10)의 연결구멍(11) 사이에 투입되어 발판과 비계기둥을 체결하는 체결구(4)로 구성되어 4개의 비계기둥이 발판으로 연결되어 분해조립이 가능하게 이루어지는 건축공사용 비계이다.It consists of a fastener (4) which is inserted between the connection hole (3e) of the footrest connector (3) and the connection hole (11) of the scaffolding stator (10) to fasten the scaffolding and the scaffolding column. It is a construction scaffold that can be disassembled and assembled.

한편 본 발명의 발판연결구(3)는 발판(2)의 모서리 부근 보강벽(2b)외면에서 인접하는 비계기둥의 고정자에 미치도록 연결부재를 부착시켜 연결구(3)를 형성하고 그 연결부(3b)끝이 삼각형으로 되어 외측단이 비계기둥(1)의 표면에 접촉하기 좋게 원호형상의 오목접촉면(3f)을 형성하는 것을 포함하고, On the other hand, the footrest connector 3 of the present invention attaches the connecting member to the stator of the adjacent scaffolding column on the outer surface of the reinforcement wall 2b near the edge of the footrest 2 to form the connector 3 and the connection part 3b. The end is triangular and the outer end forms an arc-shaped concave contact surface 3f so as to be in contact with the surface of the scaffolding pillar 1,

또한 발판연결구(3)는 연결부재가 발판의 모서리 부분 보강벽의 외면에서 길이방향으로 또는 직각방향으로 돌출되면서 " ㄱ " 형상으로 굴절되게 형성되어 인접한 비계기둥(1)에 형성된 4개의 고정자중 좌우측 고정자나 전후측의 고정자와 연결될 수 있게 구성하는 것을 포함하며,In addition, the foot connector (3) is formed so that the connecting member is protruded in the longitudinal direction or at right angles from the outer surface of the edge portion of the reinforcement wall of the foot plate to be refracted in the shape "b", the left and right of the four stator formed on the adjacent scaffold (1) It is configured to be connected to the stator or the stator of the front and rear,

발판연결구는 또 도6 내지 도9에 예시한 바와 같이 그 연결부(3b) 내측에 양측으로 안내홈(3c)을 형성하여 그 사이에 개입되고 연결구멍(11)과 상하로 일치하는 "

Figure 712008001209099-pat00036
"형상의 연결구멍(31)이 형성되며 하단부에 고정자와 결합하는 연결편(32)을 가지는 보조연결구(30)가 더 개입되어 발판연결구의 연결부 내측에서 슬라이드 되게한 구성을 포함하고As shown in Figs. 6 to 9, the foot connector is formed with guide grooves 3c on both sides inside the connecting portion 3b, interposed therebetween and coincident with the connecting hole 11 up and down.
Figure 712008001209099-pat00036
&Quot; A connecting connector 31 having a shape is formed and the auxiliary connector 30 having a connecting piece 32 engaging with the stator at the lower end is further included to allow the slide inside the connecting portion of the foot connector;

또한 본 발명의 연결구(3)는 연결부재(30가) 첨부도면 10과 같이 구성되어 그 연결부(30a)가 "

Figure 712008001209099-pat00037
"형으로 형성되어 비계기둥(1)에 형성된 고정자(10가)의 연결구멍(11가) 외부로 결합되도록 구성되어 체결핀(40)으로 체결되는 것이 포함되는 구성이고 In addition, the connector 3 of the present invention is configured as shown in the drawing 10 attached to the connecting member (30), the connecting portion (30a) is "
Figure 712008001209099-pat00037
Is formed to be coupled to the connection hole (11) of the stator (10) formed in the scaffolding column (1) to the outside and is fastened with a fastening pin (40)

또한 본 발명은 발판연결구(3)의 연결부재(30다)가 도12와 같이 구성되어 그 연결부 양측에 연결돌기(30b)를 형성하여 비계기둥의 고정자(10다) 연결홈(11다)에 결합하는 것이 포함되며 In addition, in the present invention, the connecting member 30 of the footrest connector 3 is configured as shown in FIG. 12 to form the connecting projections 30b on both sides of the connecting portion, so that the stator 10 of the scaffolding column is connected to the connecting groove 11 of the scaffolding pillar. Includes combining

체결구(4)는 상단이 넓고 하단이 좁은 쇄기형으로 구성되어 하단부(4a) 내측에 밀착부(4b)가 형성되며 하단부와 밀착부 양측으로 걸림돌기(4c)(4d)가 형성되어 고정자의 연결구멍(11)에 끼워지도록 되면서 발판연결구의 연결공에서 분리되지 않게한 구성으로 되어 체결작용을 원만히 수행하도록 한 구성으로 이루어진다.The fastener 4 is composed of a wedge-shaped wide end and a narrow bottom, and a close contact portion 4b is formed inside the bottom portion 4a, and locking projections 4c and 4d are formed at both sides of the lower portion and the close contact portion. Being fitted into the connection hole 11 is made to be separated from the connection hole of the footrest connector made of a configuration to perform the fastening action smoothly.

이와 같이 된 본 발명은 종래의 건축용 비계처럼 비계기둥(A) 사이에 가로연결대(B1)와 세로연결대(B2)와 같은 연결부재를 사용하지 않고 발판(2)의 외주에 발판연결구(3)를 부착하여 비계기둥(1)에 형성한 고정자(10)에 연결시킨 후 그 연결구멍에 체결구를 꽂아 체결되게 함으로써 비계제작에 따른 재료비를 절약하여 비용을 절감시킬 수 있고 In the present invention as described above, like the conventional scaffolding scaffolding (A) between the footrest connector (3) on the outer periphery of the footrest (2) without using a connecting member such as a horizontal connector (B1) and a vertical connector (B2) By attaching to the stator 10 formed in the scaffolding pillar 1 by attaching the fastener to the connection hole, the cost can be reduced by saving the material cost of the scaffolding.

조립과 해체가 용이할 뿐 아니라 비계기둥과 발판의 조립이 견고하게 되어 안전사고를 미연에 방지할 수 있는 비계를 구성할 수 있는 이점을 얻을 수 있으며 발판연결구(3)는 발판의 모서리 부근에서 연결부재가 부착되어서 그 끝의 연결부(3b)가 인접한 비계기둥에 형성한 고정자(10)에 연결되므로 조립이 간편하고 신속한 이점이 있고, 연결부(3b)끝이 삼각형으로 되고 그 끝에 원호상의 오목접촉면(3f)가 있어서 발판연결구의 연결부가 비계기둥에 접촉하기 좋고 발판연결구가 " ㄱ " 형으로 되어 그 연결부가 발판과 나란한 방향으로 유지되거나 발판과 직각되는 방향으로 유지되어 비계기둥에 형성된 4개의 고정자중에서 인접되는 것에 결합할 수 있기 때문에 발판을 복수로 설치할 때도 편리하며 Not only is it easy to assemble and dismantle, but also the assembly of scaffolding pillars and scaffolding is secured, so that it is possible to construct a scaffold that can prevent safety accidents and the foot connector (3) is connected near the edge of the scaffolding. Since the member is attached and the connecting portion 3b at the end thereof is connected to the stator 10 formed in the adjacent scaffold, the assembly is easy and quick. The connecting portion 3b has a triangular end and an arc-shaped concave contact surface (at the end). 3f) so that the connection of the footrest connector is in contact with the scaffolding column and the foothold connector is "a" shaped so that the connection part is maintained in parallel with the footrest or in a direction perpendicular to the scaffolding, among the four stators formed in the scaffolding column. Because it can be combined with adjacent ones, it is convenient when installing multiple steps.

또 발판연결구(3)의 연결부(3b) 내측에 보조연결구(30)가 장치되면 발판연결구의 연결부(3b)가 고정자(10) 상측에 결합하고 보조연결구의 연결편(32)은 고정자 하측에 결합하여 체결구(4)으로 체결되면 상하측에서 외력이 가해져도 발판이 비계기둥에서 분리될 위험이 없는 완벽한 조립이 이루어져 더욱 견고하게 되는 이점이 있고,In addition, when the auxiliary connector 30 is installed inside the connection portion 3b of the footrest connector 3, the connection portion 3b of the footrest connector is coupled to the upper side of the stator 10, and the connecting piece 32 of the auxiliary connector is coupled to the lower side of the stator. When fastened with fasteners (4) there is an advantage that even if the external force is applied from the upper and lower sides, a complete assembly is made without the risk of separating the scaffold from the scaffolding pillar, it is more robust,

체결구(4)의 하측 밀착부(4b)와 하단부 양측으로 걸림돌기(4c)(4d)가 형성되어 있고 발판연결구의 연결부에는 세폭의 직4각형 연결구멍(3e)또는 "

Figure 712008001209099-pat00038
"형 연결구멍(31)이 형성되어 있어서 체결구의 하단이 연결구멍 내측으로 지지되면 외부로 이완되지 않도록 되므로 발판연결구에 항상 부착이 된 상태로 사용할 수 있어서 분실의 염려가 없기 때문에 체결구(4)의 관리가 안전하게 되는 이점이 있게 된다.Engaging projections 4c and 4d are formed at both the bottom contact portion 4b and the lower end portion of the fastener 4, and the connection portion of the foot connector has a narrow rectangular connection hole 3e or "
Figure 712008001209099-pat00038
Since the lower end of the fastener is supported inside the connection hole so that the "type connection hole 31 is formed, it does not relax to the outside, so it can always be attached to the foot connector, so there is no fear of loss. There is an advantage that the management of the system is secure.

또한 본 발명의 발판(2)은 발판연결구(3)의 연결부재(30가)를 도10과 같이 구성하여 비계기둥(1)에 형성시킨 고정자(10가) 연결구멍(11가)외면으로 씌워지게하여 체결핀(40)으로 연결할 수 있고 발판연결구의 연결부재(30다)를 도12와 같이 하여 연결부에 연결돌기(30b)를 형성하여 비계기둥(1)의 고정자(10다) 연결홈(11다)에 끼워지게 할 수 있어서, 다양한 실시방법을 통해 견고한 비계를 제작할 수 있게 되는 이점을 가지는 것이다.In addition, the footrest 2 of the present invention covers the outer surface of the stator 10ga connecting hole 11ga formed in the scaffolding column 1 by constructing the connection member 30ga of the footrest connector 3 as shown in FIG. It can be connected with the fastening pin 40 and the connecting member 30 of the footrest connector as shown in Figure 12 to form a connecting projection (30b) in the connecting portion stator (10 da) connecting groove of the scaffold (1) ( 11) can be fitted, it has the advantage of being able to manufacture a solid scaffold through various implementation methods.

Claims (8)

삭제delete 삭제delete 금속파이프로 된 비계기둥(1)의 둘레를 따라 일정높이에 동일한 길이로 돌출되는 4개의 고정자(10)를 4등분된 위치에서 전후좌우 방향으로 형성하고 각 고정자(10)의 연결부에 연결구멍(11)을 형성시킨 비계기둥(1)과Four stators 10 protruding at the same height and the same length along the periphery of the scaffolding column 1 made of metal pipes are formed in four equal positions in the front, rear, left, and right directions, and a connection hole is formed in the connection part of each stator 10. 11) the scaffolding column (1) forming 4개의 비계기둥 사이에 수평으로 가설되도록 직4각형으로 되고 상면이 평판(2a)으로 되어 다수의 구멍(2a')이 일정간격에 형성되며 둘레에 금속제 보강벽(2b)이 형성된 발판부재에 있어서 그 모서리측 외면에서 인근 비계기둥의 고정자를 향해 수평방향으로 돌출되게 발판연결구(3)를 부착하되 발판연결구의 끝이 고정자(10)위에 포개어지는 연결부(3b)에 고정자의 연결구멍(11)과 상하로 일치하게 연결구멍(3e)을 형성시키고 연결부(3b)끝이 삼각형으로 되며, 기둥과 접촉되는 접촉면이 오목접촉면으로 형성된 발판연결구(3)을 구비한 발판(2)과 In the scaffold member having a rectangular shape so as to be horizontally installed between the four scaffold pillars, the upper surface is a flat plate 2a, and a plurality of holes 2a 'are formed at regular intervals, and a metal reinforcing wall 2b is formed around the scaffold member. Attach the footrest connector 3 so as to protrude horizontally toward the stator of the neighboring scaffolding column from the outer edge side thereof, and the end of the footrest connector is connected to the connection part 3b of the stator 10 on the stator 10. A footrest 2 having a foothold connector 3 having a connection hole 3e formed up and down and having a triangular end of the connection part 3b, and a contact surface contacting the column formed with a concave contact surface; 발판 연결구의 연결구멍(3e)과 비계기둥 고정자의 연결구멍(11)에 투입되는 체결구(4)로 이루어진 건축용 비계Construction scaffolding consisting of a fastener 4 inserted into a connection hole 3e of a scaffold connector and a connection hole 11 of a scaffold column stator 청구항 제3항에 있어서, The method of claim 3, wherein 발판연결구(3)는 발판의 모서리측 외면에서 인근 비계기둥의 고정자(10)를 향해 " ㄱ " 형상으로 굴절되게 이루어져 그 연결부(3b)가 인근 고정자와 결합될 수 있게 한 건축용 비계The scaffold connector 3 is refracted in a "b" shape toward the stator 10 of the neighboring scaffolding column at the outer side of the edge of the scaffolding, so that the connecting portion 3b can be coupled with the neighboring stator. 청구항 제3항에 있어서, The method of claim 3, wherein 발판연결구(3)는 그 연결부(3b)의 내측에 양측벽을 따라 안내홈(3c)이 형성되어 그 사이에 개입되고 연결구멍(11)과 상하로 일치하는 연결구멍(31)이 형성되며 하단부에 연결편(32)을 가지는 보조연결구(30)가 더 개입되어 구성되는 건축용 비계The footrest connector 3 has guide grooves 3c formed on both inner walls of the connection portion 3b, interposed therebetween, and a connection hole 31 which is vertically aligned with the connection hole 11, and has a lower end. Scaffolding for construction, in which an auxiliary connector 30 having a connecting piece 32 is further involved 삭제delete 삭제delete 삭제delete
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150119754A (en) 2014-04-16 2015-10-26 김영심 Connector for steel pipe scaffold
KR102081453B1 (en) 2019-09-22 2020-02-25 춘천가설 주식회사 Module assembly type system scaffolding and all in one scaffolding module for the same
KR102081452B1 (en) 2019-09-22 2020-02-25 춘천가설 주식회사 Integrated scaffolding module and eco smart system scaffolding using the same
KR102520217B1 (en) 2022-06-07 2023-04-10 주식회사 남일이엔씨 architectural scaffold

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5613858B1 (en) * 2014-06-11 2014-10-29 東阪工業株式会社 Tightening device for wedge-tight scaffolding
JP5608831B1 (en) * 2014-06-30 2014-10-15 東阪工業株式会社 Tightening device for wedge-tight scaffolding
JP5677616B1 (en) * 2014-10-03 2015-02-25 東阪工業株式会社 Tightening device for wedge-tight scaffolding

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0186639U (en) * 1987-11-27 1989-06-08
JPH0344077U (en) * 1989-09-11 1991-04-24
JP3044077U (en) 1997-06-05 1997-12-12 石原機械工業株式会社 Framework scaffolding
JPH1136577A (en) * 1997-07-22 1999-02-09 Koyo Kikai Sangyo Kk Mounting structure of fabric frame with floor for temporary scaffolding and fabric frame with floor
JP2003120022A (en) * 2001-10-10 2003-04-23 Fumio Fujiki Wedge-shaped fastening member for working floor, and working floor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0186639U (en) * 1987-11-27 1989-06-08
JPH0344077U (en) * 1989-09-11 1991-04-24
JP3044077U (en) 1997-06-05 1997-12-12 石原機械工業株式会社 Framework scaffolding
JPH1136577A (en) * 1997-07-22 1999-02-09 Koyo Kikai Sangyo Kk Mounting structure of fabric frame with floor for temporary scaffolding and fabric frame with floor
JP2003120022A (en) * 2001-10-10 2003-04-23 Fumio Fujiki Wedge-shaped fastening member for working floor, and working floor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150119754A (en) 2014-04-16 2015-10-26 김영심 Connector for steel pipe scaffold
KR102081453B1 (en) 2019-09-22 2020-02-25 춘천가설 주식회사 Module assembly type system scaffolding and all in one scaffolding module for the same
KR102081452B1 (en) 2019-09-22 2020-02-25 춘천가설 주식회사 Integrated scaffolding module and eco smart system scaffolding using the same
KR102520217B1 (en) 2022-06-07 2023-04-10 주식회사 남일이엔씨 architectural scaffold

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