WO2016108475A1 - Foothold using panels - Google Patents
Foothold using panels Download PDFInfo
- Publication number
- WO2016108475A1 WO2016108475A1 PCT/KR2015/013761 KR2015013761W WO2016108475A1 WO 2016108475 A1 WO2016108475 A1 WO 2016108475A1 KR 2015013761 W KR2015013761 W KR 2015013761W WO 2016108475 A1 WO2016108475 A1 WO 2016108475A1
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- WO
- WIPO (PCT)
- Prior art keywords
- panel
- panels
- angle
- sliding
- gap
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
Definitions
- the present invention relates to a scaffold using a panel, and more particularly, to a scaffold installed to enable a worker to safely walk and work.
- scaffolding is installed on the gang form or climbing foam so that the worker can support the outside of the building to secure a space for the worker's passage and work while completing the building structure.
- Such a scaffold has a flat 'plate' shape, and is fixedly installed on a support frame (scaffolding) made of steel wire that is installed outside the wall of a building.
- the scaffold made as described above is mainly made of wood or metal plate, and in order to construct a high-rise building structure, lightweight construction should be implemented for easy transportation, and it should have a certain durability and not be deformed or damaged. .
- the durability is good, there is no risk of deformation and breakage, but it is difficult to fasten the climbing foam system to fix the scaffold and yoke material by using nails or screws, and the weight is heavy. And it is not easy to install, and because it is processed and produced to a standard, it is difficult to use a deformation corresponding to the site conditions is difficult.
- Korean Patent Registration No. 10-0559118 name: aerial work platform
- it is composed of a cover, a wire mesh and a scaffold frame, the wire mesh is located on the upper side, and the cover is bound by the binding member on the upper side of the wire mesh. Scaffolding in the form of panels that are tightly coupled is described.
- Korean Utility Model Publication No. 20-2000-0016465 name: Safety scaffold for corners of a construction building
- Korean Utility Model Publication No. 20-2000-0016465 name: Safety scaffold for corners of a construction building
- Korean Utility Model Publication No. 20-2000-0016465 name: Safety scaffold for corners of a construction building
- Korean Patent Registration No. 10-0228269 name: construction and construction method of a light weight panel
- one side is bent inward in a state in which both ends of the outer steel sheet are bent upward.
- Form a first bent portion to have a "b" shape, and on the other side is formed a second bent portion to be coupled to the first bent portion provided in the other lightweight panel, as an outer steel plate between the outer steel sheet and the heat insulating material Scaffolding has been described in which a heat reflection film is laminated so that the sun's heat can be reflected without being transmitted.
- the cantilever section is formed on the scaffolding to distribute the load of the scaffolding through the reinforcement, but there is a problem in that the construction cost is further increased, such as the material input cost and the climbing foam weight is increased, the working time is increased.
- An object of the present invention devised to solve the problems described above, by using a panel made of a material of high density polyethylene (HDPE), the panel portion, the fall prevention portion can be manufactured, by standardizing the size and mass It is not only possible to produce, but also to provide a scaffold using panels that can be easily manufactured with light weight, constant performance, and can be recycled to reduce material costs.
- HDPE high density polyethylene
- the object of the present invention is to connect the panels at an angle to integrate, and to assemble the drop prevention portion and the gap closure member in the panel portion, it is easy to install on the foam, thereby simplifying the work, speed up the work It is to provide a scaffold using a panel that can be improved.
- the construction scaffolding used for the foam is installed on the outer wall when the building construction to be lifted to the top, a plurality of side walls and side walls of the panel facing each other
- a panel unit which is arranged in a plate shape and has one end of the panel facing the outer wall of the building;
- a plurality of yoke materials provided at a lower portion of the panel unit to connect a plurality of panels;
- a plurality of Jang Sunjae provided at the lower portion of the yoke material to connect a plurality of yoke materials;
- an anti-dropping unit including the panel provided at an upper outer side of the panel unit, wherein the panel has both ends formed therethrough in a longitudinal direction, and a plurality of through-holes formed by a partition wall, and formed in the sidewalls.
- the outer surface is opened and includes a sliding hole formed in the longitudinal direction.
- the anti-dropping portion is formed with an insertion hole through which one side is opened and an outer wall of a through hole formed at the other end of the panel is inserted therein, and a first angle formed with a first protrusion protruding from the upper side to slide into the sliding hole;
- the sliding hole of the panel having the side wall is disposed in the vertical direction above the other end of the panel portion is coupled to the first projection of the first angle to include a first fall prevention portion to prevent the article from falling to the other end side of the panel portion.
- the anti-dropping portion is formed on the inner surface and the second projection is formed to slide into the sliding hole is formed, the second angle protruding to the upper surface is formed in the sliding hole is inserted into the sliding hole sliding both sides of the panel portion
- a sliding hole of the panel having the side wall of the panel disposed in the vertical direction on the upper side is coupled to the third projection of the second angle, and includes a second fall prevention portion to prevent the article from falling on both sides of the panel portion.
- the gap closure member 16 when the panel portion is formed by arranging a plurality of panels, a gap between any one of a first gap generated between adjacent panel sidewalls among the plurality of panels or a second gap generated between one end of the panel portion and an outer wall of a building.
- the gap closure member 16 is further provided, wherein the gap closure member 16 includes a fourth protrusion formed to be inserted into the sliding hole and slides, and protrudes to the outside of the fourth protrusion to protrude the first gap or the like.
- a closing part for closing the second gap is formed, and the first angle is inserted into the outer wall of the through hole formed at one end of the panel and provided at one end of the panel part, and the fourth protrusion part is inserted into the outer surface.
- the sliding hole is characterized in that the sliding is formed.
- the apparatus may further include a third angle formed on a sidewall of the panel and having a fifth protrusion formed in each of the sliding holes of the panel formed between the sidewalls of the panel and sliding. As the protrusions of the third angle are respectively inserted into the sliding holes, the protrusions are not integrally connected and separated.
- the panel portion, the fall prevention portion can be manufactured, not only to standardize the size, but also to mass production It can be easily manufactured with a certain performance, and can provide a scaffold using panels that can be recycled and can reduce material costs.
- HDPE high density polyethylene
- the effect of the present invention by connecting the panels in an angle to integrate, and by assembling the drop prevention portion and the gap closure member in the panel portion, it is easy to install on the foam, thereby simplifying the work, speed up the work It is possible to provide a scaffold using a panel that can be improved.
- FIG. 1 is a perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- FIG. 2 is an exploded view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- FIG 3 is a perspective view showing a state in which the first angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
- Figure 4 is a perspective view showing a state in which the first falling prevention portion of the scaffold using the panel according to an embodiment of the present invention is coupled to the first angle.
- FIG. 5 is a side cross-sectional view of FIG. 4.
- FIG. 6 is a perspective view showing a state in which the second angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
- FIG. 7 is a perspective view showing a state in which the second fall prevention portion of the scaffold using the panel according to a preferred embodiment of the present invention is coupled to the second angle.
- FIG. 8 is a front sectional view of FIG. 7.
- FIG. 9 is a perspective view illustrating a state in which a third angle is provided in a first gap formed between the panels of the scaffold using the panel according to the preferred embodiment of the present invention.
- FIG. 10 is a front cross-sectional view of FIG. 9.
- FIG 11 is a perspective view illustrating a state in which a third angle is provided in a second gap formed between the building outer wall of the scaffold using the panel and the panel unit according to the preferred embodiment of the present invention.
- FIG. 12 is a side cross-sectional view of FIG. 9.
- Figure 13 is a perspective view showing a state in which the third angle is coupled between the panels of the scaffold using a panel according to an embodiment of the present invention.
- FIG. 14 is a front sectional view of FIG. 13.
- FIG. 15 is an exploded perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- 16 and 17 are perspective views showing the scaffold using a panel according to a preferred embodiment of the present invention.
- 18 to 21 is a side cross-sectional view showing a state of use of the scaffold using a panel according to a preferred embodiment of the present invention.
- FIG. 1 is a perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- 2 is an exploded view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- the scaffold using the panel of the present invention relates to a scaffold for building construction used in a foam which is installed on an outer wall and lifted to an upper part when building a building.
- the foam may be made of a gang form (clim form) or climbing form (climbing form), in addition, it is installed on the outer wall of the building refers to the building structure so that the worker can support and move.
- the panel portion 1 is arranged in a plurality of plates so that the side wall and the side wall of the panel 2 face each other, and is provided so that one end of the panel 2 faces the outer wall of the building.
- both ends of the panel 2 penetrate in the longitudinal direction to form the through holes 3.
- a plurality of through holes 3 are formed by partition walls 4.
- the outer surface is opened and the sliding hole 5 is formed in the longitudinal direction.
- the sliding holes 5 may be formed in a pair above and below the side wall of the panel 2.
- the sliding hole 5 is formed in the shape of the ' ⁇ ' the outer surface is opened. That is, the inner vertical width of the sliding hole 5 is formed to be larger than the vertical width of the inlet opening the outer surface.
- the panel 2 may be 200mm, 40-50mm, Nmm in size of the width, length, length and can be mass-produced by standardizing the size.
- the panel 2 is light, has a constant performance, and can be recycled to reduce the design cost.
- the upper and lower surfaces of the panel 2 may improve irregularities by forming irregularities, and portions of the partition wall 4 may be formed in different shapes or different colors to facilitate identification. .
- the yoke material 6 is provided in the lower part of the panel part 1, and connects several panels 2, and prevents the several panels 2 from being separated.
- Jangsun 7 is provided in the lower portion of the yoke (6) to connect a plurality of yoke (6), so that the plurality of yoke (6) is not separated.
- the yoke (6) and Jang Sunjae (7) consists of a plurality.
- the fall prevention part is provided with the panel 2 in the upper outer side of the panel part 1.
- the fall prevention part is provided outside the upper part of the panel part 1 to prevent the fall of the article so that the article such as construction equipment does not fall from the panel part 1.
- FIG. 3 is a perspective view showing a state in which the first angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
- Figure 4 is a perspective view showing a state in which the first falling prevention portion of the scaffold using the panel according to an embodiment of the present invention is coupled to the first angle.
- 5 is a side cross-sectional view of FIG. 4.
- the fall prevention unit according to the present invention includes a first angle 8 and a first fall prevention unit 11.
- One side of the first angle 8 is formed with an insertion hole 10 into which the outer wall of the through hole 3 formed at the other end of the panel 2 is inserted. That is, the first angle 8 is formed in a 'c' shape. At this time, the width length between one side and the other side of the first angle 8 is formed longer than the side wall width length of the panel (2).
- first angle 8 is formed with a first projection 9 which protrudes on the upper surface and is fitted into the sliding hole 5 to slide.
- the first protrusion 9 is preferably formed to correspond to the front cross-sectional shape of the sliding hole (5).
- the second protrusions 13 to the fifth protrusions 22 to be described later are also formed to correspond to the front cross-sectional shape (' ⁇ ' shape) of the sliding hole 5.
- the first protrusions 9 are formed in two, and are coupled to two sliding holes 5 formed in the side wall of the panel 2 of the first drop prevention portion 11 which will be described later. This increases the bonding force between the first angle 8 and the panel 2 of the first drop preventing portion 11, so that the panel 2 of the first drop preventing portion 11 is outside the panel portion 1. Or to be able to be coupled stably without inclining inward direction.
- the first angle 8 coupled to the panel 2 of the panel part 1 is fixed by fastening the fixing member 23 (for example, a screw-type piece, a bolt, a nail, etc.).
- the fixing member 23 for example, a screw-type piece, a bolt, a nail, etc.
- the first fall prevention part 11 includes a panel in which the sliding hole 5 of the panel 2 slides on the first protrusion 9 of the first angle 8 and is coupled to the plurality of first angles 8. 2) consists of.
- the sliding hole 5 of the panel 2 in which the side wall is disposed in the vertical direction on the other end of the panel portion 1 is the first protrusion of the first angle 8 ( 9) to prevent the article from falling to the other end side of the panel portion (1).
- the edge of the first angle 8 and the panel 2 of the first fall prevention portion 11, that is, the sliding hole 5 and the first protrusion 9 of the panel 2 are fixed to pass through.
- the dragon member 23 is fastened to fix the panel 2 of the first fall prevention portion 11 to the first angle 8.
- FIG. 6 is a perspective view showing a state in which the second angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
- 7 is a perspective view showing a state in which the second fall prevention portion of the scaffold using the panel according to a preferred embodiment of the present invention is coupled to the second angle.
- FIG. 8 is a front sectional view of FIG. 7.
- the fall prevention part includes a second angle 12 and a second fall prevention part 15.
- the second angle 12 has a second protrusion 13 which protrudes on the inner side and is inserted into the sliding hole 5 and slides, and a third protrusion that protrudes on the upper side and fits and slides in the sliding hole 5 ( 14) is formed.
- the second angle 12 is formed in a ' ⁇ ' shape
- the second protrusion 13 is formed on the inner side of one side, it is formed in one or more.
- the 2nd angle 12 slides in the slide hole of the panel 2 provided in the both sides of the panel part 1, and is fastened and fastened by the fixing member 23 mentioned above.
- the third protrusion 14 is inserted into the sliding hole 5 formed in the panel 2 of the second fall prevention portion 15 to be described later and slides.
- the third protrusions 14 may be coupled to each of two sliding holes 5 of the panel 2 of the second fall prevention part 15 to protrude in two so as not to be inclined to one side.
- the width of the upper portion of the second angle 12 in which the third protrusion 14 is formed is longer than the width of the panel 2 of the second fall prevention portion 15.
- the second angle 12 coupled to the panel 2 of the panel portion 1 is fixed by the fastening of the fixing member 23 (for example, screw-type pieces, bolts, nails, etc.).
- the second fall prevention part 15 includes a panel in which the sliding hole 5 of the panel 2 slides on the third protrusion 14 of the second angle 12 and coupled to the plurality of second angles 12. 2) consists of.
- the sliding holes 5 of the panel 2 in which the sidewalls are disposed in the vertical direction on both sides of the panel portion 1 are arranged in the third protrusions of the second angle 12. 14) to prevent the article from falling to both sides of the panel portion (1).
- FIG. 9 is a perspective view illustrating a state in which a third angle is provided in a first gap formed between the panels of the scaffold using the panel according to the preferred embodiment of the present invention.
- 10 is a front cross-sectional view of FIG. 9.
- 11 is a perspective view illustrating a state in which a third angle is provided in a second gap formed between the building outer wall of the scaffold using the panel and the panel unit according to the preferred embodiment of the present invention.
- 12 is a side cross-sectional view of FIG. 9.
- the scaffold using the panel according to the present invention further includes a gap closing member 16.
- the gap closing member 16 may include a first gap 17 generated between the sidewalls of adjacent panels 2 of the plurality of panels 2 when the panel portion 1 is arranged with a plurality of panels 2 or It is provided between any one of the 2nd gaps 18 which generate
- first gap 17 and the second gap 18 are gaps formed to have a width of about 50 mm in order to avoid interference when lifting the climbing foam.
- At least one gap closing member 16 may be provided in the first gap 17.
- the gap closing member 16 is formed with a fourth projection 19 which is inserted into the sliding hole 5 and slides, and protrudes to the outside of the fourth projection 19 to form the first gap 17 or the second.
- a closure 20 is formed which closes the gap 18.
- the gap closing member 16 is made of a soft material, when lifting the climbing foam, there is no need to separate the gap closing member 16, no additional work is required to facilitate the operation.
- the insertion hole 10 is inserted into the outer wall of the through hole 3 formed in one end of the panel 2 is provided on one end of the panel portion 1, the gap closing on the outer surface
- the fourth protrusion 19 of the member 16 is inserted to form a sliding hole 5 for sliding.
- the second protrusion 13 of the first angle 8 is provided at one end of the panel part 1 so as to be positioned inside the through hole 3, but is not limited thereto.
- Figure 13 is a perspective view showing a state in which the third angle is coupled between the panels of the scaffold using a panel according to an embodiment of the present invention.
- 14 is a front sectional view of FIG. 13.
- the scaffold using the panel according to the present invention further includes a third angle 21.
- the third angle 21 is protruded from both sides of the fifth protrusions 22 inserted into the sliding holes 5 of the panel 2 formed between the side walls of the panel 2 and sliding.
- the third angle 21 is formed in the 'H' shape.
- the panel 2 and the panel 2 constituting the panel part 1 are integrally formed as the fifth protrusions 22 of the third angle 21 are inserted into the sliding holes 5 formed in the sidewalls and slide. Connected and not separated.
- the third angle 21 connects the panel 2 and the panel 2 of the panel portion 1 integrally so that the load is generated. Dispersion can be minimized to sag one panel (2).
- 15 is an exploded perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
- 16 and 17 are perspective views showing the scaffold using a panel according to a preferred embodiment of the present invention.
- 18 to 21 is a side cross-sectional view showing a state of use of the scaffold using a panel according to a preferred embodiment of the present invention.
- the scaffold using the panel according to the present invention, the wall (W) and the panel portion according to the extension steel frame formed extending to the outside of the wall (W) in the construction of the building to which the core leading construction technique is applied It is a scaffold that can expand and close the separation space between (1) to prevent the safety accidents such as the fall of the operator in advance and at the same time to expand the auxiliary plate 26 to proceed smoothly during the lifting of the foam.
- the scaffold using the panel according to the present invention the panel portion 1, the yoke material (6), the long wire member 7, the sliding scaffolding part 24.
- a plurality of panel parts 1 are arranged in a plate shape so that the side walls and side walls of the panel 2 face each other, and one end of the panel 2 is provided on the wall W of the building.
- both ends of the panel 2 penetrate in the longitudinal direction to form the through holes 3.
- a plurality of through holes 3 are formed by partition walls 4.
- the yoke material 6 is provided in the lower part of the panel part 1, and connects several panel 2, and consists of many pieces.
- Jangsunjae 7 is provided in the lower portion of the yoke (6) to connect a plurality of yoke (6), made of a plurality.
- the sliding scaffolding part 24 is slidably provided in the panel part 1 at one end of the panel part 1 to open and close the separation space formed between one end of the panel part 1 and the wall W of the building. Let's do it.
- the sliding scaffold 24 includes a sliding bar 25, an auxiliary plate 26, and an external force presser 27.
- One end of the sliding bar 25 is inserted into the through hole 3 and slides.
- the sliding bar 25 is made of a plurality, spaced apart a predetermined interval is inserted into the through hole 3, respectively.
- the length of the sliding bar 25 is longer than the length of the sliding bar 25 exposed to one end of the panel portion 1 in the extended space, the length of the sliding bar 25 is inserted into the through hole 3 of the panel 2. Is formed with a certain length so as to be longer.
- the auxiliary plate 26 is coupled to the other end of the sliding bar 25, and when extended to the spaced space, closes the spaced space and covers the upper portion of the sliding bar 25.
- the auxiliary plate 26 is provided at the upper portion of the sliding, and connects and closes the spaces formed between the plurality of sliding bars 25.
- the auxiliary plate 26 is formed to be bent in the middle boundary portion that is not coupled to one side (one side of the lower surface of the auxiliary plate 26) coupled to the other end of the sliding bar 25 so that the sliding bar 25 penetrates.
- the thickness of the auxiliary plate 26 is preferably formed so as to correspond to the thickness between the inner upper side or lower side of the through hole 3 and the outer side of the panel 2.
- the width of the auxiliary plate 26 to close the separation space is formed so as to correspond to the length of the sliding bar 25 exposed to one end of the panel portion 1 in a state in which the separation space is extended to the auxiliary plate 26 and the panel. It is preferable that a gap does not arise between the ends of the part 1.
- the external force presser 27 is coupled to the other side of the auxiliary plate 26 to apply an external force to lift or pull the auxiliary plate 26 or push it out so that the sliding bar 25 slides along the through hole 3.
- the external force pressing unit 27 may be made of a string.
- the other side of the auxiliary plate 26 is lifted up, but is lifted higher than the upper side of the panel part 1, and the panel part 1 in that state. Pulling in the other end of the sliding bar 25 is slid and reduced. Accordingly, the auxiliary plate 26 is moved to the upper portion of the panel unit 1 to open the separation space. And as the foam is lifted, it is lifted integrally without interference from the reinforcing bars (C).
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Abstract
According to a foothold using panels of the present invention, the foothold for constructing a building is installed on an external wall when constructing a building and is used on a form being lifted upward, the foothold comprising: a panel portion which is formed in a plate shape by having a plurality of panels arranged so as to have the side walls thereof facing each other, and which is provided so as to have one end of the panels face an external wall of a building; a plurality of yoke members which are provided on the lower part of the panel portion for connecting the plurality of panels; a plurality of joist members which are provided on the lower part of the yoke members for connecting the plurality of yoke members; and a fall prevention portion which is formed by having the panels provided on the upper outside of the panel portion, wherein the panels have both ends thereof penetratingly formed in the length direction and comprise through-holes formed in a plurality by means of partition walls, and a sliding hole which is formed on the side walls, wherein the sliding hole has the outside surface thereof opened and is formed in the length direction. The effect of the present invention is that a foothold using panels may be provided, the foothold capable of having the panel portion and the fall prevention portion manufactured using panels made of a high-density polyethylene material, thereby enabling the standardization of sizes and mass production, and also enabling convenient manufacturing by being light weight and exhibiting a consistent performance, and enabling the reduction of material costs by being recyclable.
Description
본 고안은 패널을 이용한 발판에 관한 것으로, 보다 상세하게는 작업자가 안전하게 보행 및 작업을 수행할 수 있도록 설치되는 발판에 관한 것이다.The present invention relates to a scaffold using a panel, and more particularly, to a scaffold installed to enable a worker to safely walk and work.
일반적으로, 대부분의 건설현장에서는 건축 구조물을 완성하는 동안 작업자의 통행 및 작업을 수행하기 위한 공간을 확보하기 위하여 건축물의 외측으로 작업자가 지지할 수 있도록 갱폼 또는 클라이밍 폼에 발판을 설치하게 된다.In general, in most construction sites, scaffolding is installed on the gang form or climbing foam so that the worker can support the outside of the building to secure a space for the worker's passage and work while completing the building structure.
이러한, 발판은 상면이 평편한 '판' 형상으로 이루어져, 건축물의 벽체 외부로 설치되는 강선재질의 지지 프레임(비계)에 고정되어 설치된다.Such a scaffold has a flat 'plate' shape, and is fixedly installed on a support frame (scaffolding) made of steel wire that is installed outside the wall of a building.
상기와 같이 이루어지는 발판은, 주로 나무판재 또는 금속판재 들이 가공된 것으로 이루어지며, 고층의 건축 구조물을 시공하기 위해서는, 운반이 용이하도록 경량화를 구현해야 하고, 일정한 내구성을 가지어 변형 또는 파손 되지 않아야 한다.The scaffold made as described above is mainly made of wood or metal plate, and in order to construct a high-rise building structure, lightweight construction should be implemented for easy transportation, and it should have a certain durability and not be deformed or damaged. .
이에 따라, 특히, 고층의 건축 구조물을 시공할 경우에, 나무재질의 발판이 적용될 경우에는, 내구성이 약하여 파손 및 변형되는 문제점이 있으며, 그무게가 무거워 운반 및 설치가 용이하지 않고 기타 제반비용이 증가되는 문제점을 가진다.Accordingly, in particular, when constructing a high-rise building structure, when a wooden footboard is applied, there is a problem that the durability is weak and broken and deformed, and its weight is heavy so that it is not easy to transport and install, and other costs are There is an increasing problem.
그리고, 금속재질의 발판이 적용되는 경우에는, 내구성이 좋아 변형 및 파손될 우려가 없으나, 못 또는 나사못 등을 이용하여 발판과 멍에재를 고정해야 하는 클라이밍 폼 시스템 상 체결이 어려우며, 그 무게가 무거워 운반 및 설치가 용이하지 않으며, 규격으로 가공, 생산되기 때문에 현장여건에 대응하는 변형이 어려워 사용에 불편한 문제점을 가진다.In addition, when the metal scaffold is applied, the durability is good, there is no risk of deformation and breakage, but it is difficult to fasten the climbing foam system to fix the scaffold and yoke material by using nails or screws, and the weight is heavy. And it is not easy to install, and because it is processed and produced to a standard, it is difficult to use a deformation corresponding to the site conditions is difficult.
따라서, 고층 건축 구조물을 시공할 때, 나무재질 및 금속재질로 이루어진 발판은 비적합하고 작업효율이 떨어지는 문제점이 있다.Therefore, when constructing a high-rise building structure, scaffolding made of wood and metal materials are inadequate and have poor work efficiency.
한편, 한국특허등록번호 제10-0559118호(명칭: 고소 작업대)에서는, 공보에 기재된 바와 같이, 커버와 철망, 발판프레임으로 구성되어, 상측에 철망이 위치하고, 철망 상측으로 커버가 결속부재에 의해 밀착 결합하는 판넬 형태로 이루어진 발판이 기재되어 있다.On the other hand, in Korean Patent Registration No. 10-0559118 (name: aerial work platform), as described in the publication, it is composed of a cover, a wire mesh and a scaffold frame, the wire mesh is located on the upper side, and the cover is bound by the binding member on the upper side of the wire mesh. Scaffolding in the form of panels that are tightly coupled is described.
그리고, 한국실용신안공개번호 제20-2000-0016465호(명칭: 공사건물의 모서리용 안전발판)에서는, 공보에 기재된 바와 같이, 다수의 통공이 구비되는 금속판체로 구성된 판넬 형태의 발판이 기재되어 있다.In addition, Korean Utility Model Publication No. 20-2000-0016465 (name: Safety scaffold for corners of a construction building), as described in the publication, describes a panel-shaped scaffold composed of a metal plate body having a plurality of through holes. .
또한, 한국특허공개번호 제10-2011-0069978호(명칭: 직선 구간용 족장)에서는, 공보에 기재된 바와 같이, 전후면에 각각 결합돌기와 결합홈을 형성되어, 결합돌기와 결합홈에 의해 다수 개가 연속적으로 연결되는 판넬 형태의 발판이 기재되어 있다.In addition, in Korean Patent Publication No. 10-2011-0069978 (name: chief for straight section), as described in the publication, the engaging projections and the coupling grooves are respectively formed on the front and rear surfaces, and a plurality of the continuous projections and the coupling grooves are continuous. Panel-shaped scaffolds connected by
그리고, 한국특허등록번호 제10-0228269호(명칭: 경량패널의 구성과시공방법)에서는, 공보에 기재된 바와 같이, 외부강판의 양측 끝단부를 상부로 절곡되도록 한 상태에서 일측은 내측방향으로 절곡시켜 "ㄱ"자 형상을 갖도록 하는 제1절곡부를 형성하고, 타측에는 다른 경량패널에 갖추어진 제1절곡부가 요입되어 결합될수 있도록 하는 제2절곡부를 형성하며, 상기 외부강판과 단열재 사이에 외부강판으로 내리쬐는 태양열이 투과되지 않고 반사될수 있도록 하는 열반사필름이 적층된 형태로 이루어진 발판이 기재되어 있다.In addition, in Korean Patent Registration No. 10-0228269 (name: construction and construction method of a light weight panel), as described in the publication, one side is bent inward in a state in which both ends of the outer steel sheet are bent upward. Form a first bent portion to have a "b" shape, and on the other side is formed a second bent portion to be coupled to the first bent portion provided in the other lightweight panel, as an outer steel plate between the outer steel sheet and the heat insulating material Scaffolding has been described in which a heat reflection film is laminated so that the sun's heat can be reflected without being transmitted.
더불어, 최근에는 고층건물 건축시 클라이밍 폼을 이용한다. 클라이밍 폼을 인양시 간섭을 피하기 위해 발판 사이에 틈이 형성되어야 하는데, 그 틈을 사용하지 않을 시 덮어둘 수 있도록 덮개가 더 설치된다. 이로 인해 클라이밍 폼의 인양시 덮개를 열어두고, 인양이 마무리되면 공구의 낙하를 방지하기 위하여 덮개를 덮어야 하는 불편함이 있었다.In addition, recently, climbing foam is used in high-rise construction. In order to avoid interference when lifting the climbing foam, a gap must be formed between the scaffolds and a cover is provided to cover the gap when not in use. Due to this, the cover is opened when the climbing foam is lifted, and when the lifting is finished, there is an inconvenience of covering the cover to prevent the falling of the tool.
또한, 발판에는 캔틸레버 구간이 형성되어 보강재를 통해 발판의 하중을 분산시킬 수 있으나, 자재 투입비용 및 클라이밍 폼의 중량이 상승되고, 작업시간 증가되는 등 공사비용이 더 증가하게 되는 문제점이 있었다.In addition, the cantilever section is formed on the scaffolding to distribute the load of the scaffolding through the reinforcement, but there is a problem in that the construction cost is further increased, such as the material input cost and the climbing foam weight is increased, the working time is increased.
상술한 바와 같은 문제점을 해결하기 위해 안출된 본 고안의 목적은, 고밀도 폴리에틸렌(high density polyethylene, HDPE)의 재질로 이루어진 패널을 이용하여 패널부, 낙하방지부를 제작할 수 있으므로써, 크기를 규격화하여 대량생산이 가능할 뿐만 아니라, 가볍고, 일정한 성능을 갖어 용이하게 제작할 수 있으며, 재활용이 가능하여 자재비용을 절감시킬 수 있는 패널을 이용한 발판을 제공하기 위함이다.An object of the present invention devised to solve the problems described above, by using a panel made of a material of high density polyethylene (HDPE), the panel portion, the fall prevention portion can be manufactured, by standardizing the size and mass It is not only possible to produce, but also to provide a scaffold using panels that can be easily manufactured with light weight, constant performance, and can be recycled to reduce material costs.
또한, 본 고안의 목적은, 패널들을 앵글로 연결하여 일체화시키고, 패널부에 낙하방지부와 틈폐쇄부재를 조립함으로써, 폼에 설치가 용이하고, 그에 따른 작업이 단순해지며, 작업의 속도를 향상시킬 수 있는 패널을 이용한 발판을 제공하기 위함이다.In addition, the object of the present invention is to connect the panels at an angle to integrate, and to assemble the drop prevention portion and the gap closure member in the panel portion, it is easy to install on the foam, thereby simplifying the work, speed up the work It is to provide a scaffold using a panel that can be improved.
상기한 바와 같은 목적을 달성하기 위한 본 고안의 패널을 이용한 발판에 따르면, 건물 구축시 외벽에 설치되어 상부로 인양되는 폼에 사용되는 건축 물 공사용 발판에 있어서, 패널의 측벽과 측벽이 마주되도록 다수개 배열되어 판형상으로 이루어지고, 상기 건물의 외벽에 패널의 일단이 마주되게 구비된 패널부; 상기 패널부의 하부에 구비되어 다수개의 패널을 연결하는 다수개의 멍에재; 상기 멍에재의 하부에 구비되어 다수개의 멍에재를 연결하는 다수개의 장선재; 및 상기 패널부의 상부 외측에 상기 패널이 구비되어 이루어진 낙하방지부;를 포함하고, 상기 패널은, 양단이 길이방향으로 관통형성되되, 격벽에 의해 다수개로 형성되는 관통공과, 상기 측벽에 형성되되, 외측면이 개구되며 길이방향으로 형성된 슬라이딩공을 포함한다.According to the scaffold using the panel of the present invention for achieving the object as described above, in the construction scaffolding used for the foam is installed on the outer wall when the building construction to be lifted to the top, a plurality of side walls and side walls of the panel facing each other A panel unit which is arranged in a plate shape and has one end of the panel facing the outer wall of the building; A plurality of yoke materials provided at a lower portion of the panel unit to connect a plurality of panels; A plurality of Jang Sunjae provided at the lower portion of the yoke material to connect a plurality of yoke materials; And an anti-dropping unit including the panel provided at an upper outer side of the panel unit, wherein the panel has both ends formed therethrough in a longitudinal direction, and a plurality of through-holes formed by a partition wall, and formed in the sidewalls. The outer surface is opened and includes a sliding hole formed in the longitudinal direction.
또한, 상기 낙하방지부는, 일측이 개구되어 상기 패널의 타단에 형성된 관통공의 외벽이 삽입되는 삽입공이 형성되고, 상측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제1돌출부가 형성된 제1앵글 및 상기 패널부의 타단 상부에 측벽이 상하방향으로 배치된 패널의 슬라이딩공이 제1앵글의 제1돌출부에 결합되어 상기 패널부의 타단측으로 물품이 낙하되지 않도록 하는 제1낙하방지부를포함한다.In addition, the anti-dropping portion is formed with an insertion hole through which one side is opened and an outer wall of a through hole formed at the other end of the panel is inserted therein, and a first angle formed with a first protrusion protruding from the upper side to slide into the sliding hole; The sliding hole of the panel having the side wall is disposed in the vertical direction above the other end of the panel portion is coupled to the first projection of the first angle to include a first fall prevention portion to prevent the article from falling to the other end side of the panel portion.
또한, 낙하방지부는, 내측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제2돌출부가 형성되고, 상측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제3돌출부가 형성된 제2앵글 및 상기 패널부의 양측 상부에 패널의 측벽이 상하방향으로 배치된 패널의 슬라이딩공이 제2앵글의 제3돌출부에 결합되어, 상기 패널부의 양측으로 물품이 낙하되지 않도록 하는 제2낙하방지부를 포함한다.In addition, the anti-dropping portion is formed on the inner surface and the second projection is formed to slide into the sliding hole is formed, the second angle protruding to the upper surface is formed in the sliding hole is inserted into the sliding hole sliding both sides of the panel portion A sliding hole of the panel having the side wall of the panel disposed in the vertical direction on the upper side is coupled to the third projection of the second angle, and includes a second fall prevention portion to prevent the article from falling on both sides of the panel portion.
또한, 상기 패널부가 다수의 패널이 배열되며 이루어질 때 상기 다수의 패널 중 서로 인접한 패널 측벽 사이에 발생되는 제1틈 또는 상기 패널부의 일단과 건물 외벽 사이에 발생되는 제2틈 중 어느 하나의 틈 사이에 구비되는 틈폐쇄부재;를 더 포함하고, 상기 틈폐쇄부재(16)는, 상기 슬라이딩공에 삽입되어 슬라이딩되는 제4돌출부가 형성되고, 상기 제4돌출부의 외측으로 돌출되어 상기 제1틈 또는 제2틈을 폐쇄시키는 폐쇄부가 형성되고, 상기 제1앵글은, 상기 삽입공이 상기 패널의 일단에 형성된 관통공의 외벽에 삽입되어 상기 패널부의 일단에 구비되며, 외측면에 상기 제4돌출부가 삽입되어 슬라이딩되는 슬라이딩공이 형성된 것을 특징으로 한다.In addition, when the panel portion is formed by arranging a plurality of panels, a gap between any one of a first gap generated between adjacent panel sidewalls among the plurality of panels or a second gap generated between one end of the panel portion and an outer wall of a building. The gap closure member 16 is further provided, wherein the gap closure member 16 includes a fourth protrusion formed to be inserted into the sliding hole and slides, and protrudes to the outside of the fourth protrusion to protrude the first gap or the like. A closing part for closing the second gap is formed, and the first angle is inserted into the outer wall of the through hole formed at one end of the panel and provided at one end of the panel part, and the fourth protrusion part is inserted into the outer surface. The sliding hole is characterized in that the sliding is formed.
또한, 양쪽에 돌출되어, 상기 패널의 측벽 사이에 형성된 패널의 슬라이딩공에 각각 삽입되어 슬라이딩되는 제5돌출부가 형성된 제3앵글;을 더 포함하고, 상기 패널부를 이루는 패널과 패널은, 측벽에 형성된 슬라이딩공에 상기 제3앵글의 돌출부가 각각 삽입되어 슬라이딩됨에 따라 일체로 연결되어 분리되지 않는 것을 특징으로 한다.The apparatus may further include a third angle formed on a sidewall of the panel and having a fifth protrusion formed in each of the sliding holes of the panel formed between the sidewalls of the panel and sliding. As the protrusions of the third angle are respectively inserted into the sliding holes, the protrusions are not integrally connected and separated.
이상 살펴본 바와 같은 본 고안의 효과는, 고밀도 폴리에틸렌(high density polyethylene, HDPE)의 재질로 이루어진 패널을 이용하여 패널부, 낙하방지부를 제작할 수 있으므로써, 크기를 규격화하여 대량생산이 가능할 뿐만 아니라, 가볍고, 일정한 성능을 갖어 용이하게 제작할 수 있으며, 재활용이 가능하여 자재 비용을 절감시킬 수 있는 패널을 이용한 발판을 제공할 수 있다.The effects of the present invention as described above, by using a panel made of a material of high density polyethylene (HDPE), the panel portion, the fall prevention portion can be manufactured, not only to standardize the size, but also to mass production It can be easily manufactured with a certain performance, and can provide a scaffold using panels that can be recycled and can reduce material costs.
또한, 본 고안의 효과는, 패널들을 앵글로 연결하여 일체화시키고, 패널부에 낙하방지부와 틈폐쇄부재를 조립함으로써, 폼에 설치가 용이하고, 그에 따른 작업이 단순해지며, 작업의 속도를 향상시킬 수 있는 패널을 이용한 발판을 제공할 수 있다.In addition, the effect of the present invention, by connecting the panels in an angle to integrate, and by assembling the drop prevention portion and the gap closure member in the panel portion, it is easy to install on the foam, thereby simplifying the work, speed up the work It is possible to provide a scaffold using a panel that can be improved.
도 1은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 사시도이다.1 is a perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
도 2는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 분해도이다.2 is an exploded view showing a scaffold using a panel according to a preferred embodiment of the present invention.
도 3은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널부에 제1앵글이 결합되는 상태를 나타낸 사시도이다.3 is a perspective view showing a state in which the first angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
도 4는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 제1낙하방지부가 제1앵글에 결합되는 상태를 나타낸 사시도이다.Figure 4 is a perspective view showing a state in which the first falling prevention portion of the scaffold using the panel according to an embodiment of the present invention is coupled to the first angle.
도 5는 도 4의 측단면도이다.5 is a side cross-sectional view of FIG. 4.
도 6은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널부에 제2앵글이 결합되는 상태를 나타낸 사시도이다.6 is a perspective view showing a state in which the second angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention.
도 7은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 제2낙하방지부가 제2앵글에 결합되는 상태를 나타낸 사시도이다.7 is a perspective view showing a state in which the second fall prevention portion of the scaffold using the panel according to a preferred embodiment of the present invention is coupled to the second angle.
도 8은 도 7의 정단면도이다.FIG. 8 is a front sectional view of FIG. 7.
도 9는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널 사이에 형성되는 제1틈에 제3앵글이 구비되는 상태를 나타낸 사시도이다.9 is a perspective view illustrating a state in which a third angle is provided in a first gap formed between the panels of the scaffold using the panel according to the preferred embodiment of the present invention.
도 10은 도 9의 정단면도이다.10 is a front cross-sectional view of FIG. 9.
도 11은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 건물 외벽과 패널부 사이에 형성되는 제2틈에 제3앵글이 구비되는 상태를 나타낸 사시도이다.11 is a perspective view illustrating a state in which a third angle is provided in a second gap formed between the building outer wall of the scaffold using the panel and the panel unit according to the preferred embodiment of the present invention.
도 12는 도 9의 측단면도이다.12 is a side cross-sectional view of FIG. 9.
도 13은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널 사이마다 제3앵글이 결합되는 상태를 나타낸 사시도이다.Figure 13 is a perspective view showing a state in which the third angle is coupled between the panels of the scaffold using a panel according to an embodiment of the present invention.
도 14는 도 13의 정단면도이다.14 is a front sectional view of FIG. 13.
도 15는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 분해 사시도이다.15 is an exploded perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention.
도 16 및 도 17은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 사시도이다.16 and 17 are perspective views showing the scaffold using a panel according to a preferred embodiment of the present invention.
도 18 내지 21은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 사용상태를 나타낸 측단면도이다.18 to 21 is a side cross-sectional view showing a state of use of the scaffold using a panel according to a preferred embodiment of the present invention.
본 고안의 이점 및 특징, 그리고 그것들을 달성하는 방법은 첨부되는 도면과 함께 상세하게 후술되어 있는 실시예들을 참조하면 명확해질 것이다. 그러나 본 고안은 이하에서 개시되는 실시예들에 한정되는 것이 아니라 서로 다른 다양한 형태로 구현될 수 있으며, 단지 본 실시예들은 본 고안의 개시가 완전하도록 하고, 본 고안이 속하는 기술분야에서 통상의 지식을 가진 자에게 고안의 범주를완전하게 알려주기 위해 제공되는 것이며, 본 고안은 청구항의 범주에 의해 정의될 뿐이다. 명세서 전체에 걸쳐 동일 참조 부호는 동일 구성 요소를 지칭한다.Advantages and features of the present invention, and methods for achieving them will be apparent with reference to the embodiments described below in detail with the accompanying drawings. However, the present invention is not limited to the embodiments disclosed below, but can be implemented in a variety of different forms, only the embodiments of the present invention to complete the disclosure of the present invention, it is common knowledge in the art It is provided to fully inform the person having a scope of the invention, the invention is defined only by the scope of the claims. Like reference numerals refer to like elements throughout.
이하, 본 고안의 실시예들에 의하여 패널을 이용한 발판을 설명하기 위한 도면들을 참고하여 본 고안에 대해 설명하도록 한다.Hereinafter, the present invention will be described with reference to the drawings for describing a scaffold using a panel according to embodiments of the present invention.
도 1은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 사시도이다. 도 2는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 분해도이다.1 is a perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention. 2 is an exploded view showing a scaffold using a panel according to a preferred embodiment of the present invention.
도 1 및 도 2를 참조하면, 본 고안의 패널을 이용한 발판은, 건물구축시 외벽에 설치되어 상부로 인양되는 폼에 사용되는 건축물 공사용 발판에 관한 것이다.1 and 2, the scaffold using the panel of the present invention relates to a scaffold for building construction used in a foam which is installed on an outer wall and lifted to an upper part when building a building.
이때, 폼은 갱폼(gang form) 또는 클라이밍 폼(climbing form)으로 이루어질 수 있으며, 그 외에, 건물 외벽에 설치되어 작업자가 지지하며 이동할 수 있도록 건축구조물을 말한다.In this case, the foam may be made of a gang form (clim form) or climbing form (climbing form), in addition, it is installed on the outer wall of the building refers to the building structure so that the worker can support and move.
패널부(1)는, 패널(2)의 측벽과 측벽이 마주되도록 다수개 배열되어 판형상으로 이루어지고, 건물의 외벽에 패널(2)의 일단이 마주되게 구비된다.The panel portion 1 is arranged in a plurality of plates so that the side wall and the side wall of the panel 2 face each other, and is provided so that one end of the panel 2 faces the outer wall of the building.
여기서, 패널(2)은, 양단이 길이방향으로 관통되어 관통공(3)이 형성된다. 또한, 관통공(3)은 격벽(4)에 의해 다수개로 형성된다.Here, both ends of the panel 2 penetrate in the longitudinal direction to form the through holes 3. In addition, a plurality of through holes 3 are formed by partition walls 4.
패널(2)의 측벽에는, 외측면이 개구되며 길이방향으로 슬라이딩공(5)이 형성된다. 또한, 슬라이딩공(5)은 패널(2)의 측벽 상하에 한쌍으로 형성될 수 있다.In the side wall of the panel 2, the outer surface is opened and the sliding hole 5 is formed in the longitudinal direction. In addition, the sliding holes 5 may be formed in a pair above and below the side wall of the panel 2.
그리고, 슬라이딩공(5)은 외측면이 개구되어 '├'의 형상으로 형성된다. 즉, 슬라이딩공(5)의 내부 상하 폭 길이는 외측면이 개구된 입구의 상하 폭길이보다 크게 형성된다.And, the sliding hole 5 is formed in the shape of the '├' the outer surface is opened. That is, the inner vertical width of the sliding hole 5 is formed to be larger than the vertical width of the inlet opening the outer surface.
이는, 슬라이딩공(5)에 결합되는 후술할 제2앵글(12) 내지 제3앵글(21)이 길이방향으로 슬라이딩되며 결합 또는 분리되되 길이방향에 대한 직각방향으로는 분리되지 않도록 하기 위함이다.This is to prevent the second angle 12 to the third angle 21 to be described later coupled to the sliding hole 5 to slide in the longitudinal direction and to be coupled or separated but not separated in a direction perpendicular to the longitudinal direction.
또한, 패널(2)은 가로, 세로, 길이의 크기를 200mm, 40~50mm, Nmm로 할 수 있으며 크기를 규격화하여 대량생산이 가능하다. 더불어, 패널(2)은 가볍고, 일정한 성능을 갖었으며, 재활용이 가능하여 설계비용을 감소시킬 수 있다.In addition, the panel 2 may be 200mm, 40-50mm, Nmm in size of the width, length, length and can be mass-produced by standardizing the size. In addition, the panel 2 is light, has a constant performance, and can be recycled to reduce the design cost.
그리고, 패널(2)의 상측면과 하측면에는, 요철을 형성시켜 마찰력을 향상시킬 수 있으며, 격벽(4)이 형성된 부분은 식별이 용이하도록 돌출부의 형상을 달리하거나, 다른 색으로 이루어질 수 있다.In addition, the upper and lower surfaces of the panel 2 may improve irregularities by forming irregularities, and portions of the partition wall 4 may be formed in different shapes or different colors to facilitate identification. .
멍에재(6)는, 패널부(1)의 하부에 구비되어 다수개의 패널(2)을 연결하고, 다수의 패널(2)이 분리되지 않도록 한다.The yoke material 6 is provided in the lower part of the panel part 1, and connects several panels 2, and prevents the several panels 2 from being separated.
장선재(7)는, 멍에재(6)의 하부에 구비되어 다수개의 멍에재(6)를 연결하고, 다수의 멍에재(6)가 분리되지 않도록 한다. Jangsun 7 is provided in the lower portion of the yoke (6) to connect a plurality of yoke (6), so that the plurality of yoke (6) is not separated.
이때, 멍에재(6)와 장선재(7)는 다수개로 이루어진다.At this time, the yoke (6) and Jang Sunjae (7) consists of a plurality.
낙하방지부는, 패널부(1)의 상부 외측에 패널(2)이 구비되어 이루어진다.The fall prevention part is provided with the panel 2 in the upper outer side of the panel part 1.
즉, 낙하방지부는, 패널부(1)의 상부 외측에 구비되어 패널부(1)에서 건설장비와 같은 물품이 떨어지지 않도록 물품의 낙하를 방지한다.That is, the fall prevention part is provided outside the upper part of the panel part 1 to prevent the fall of the article so that the article such as construction equipment does not fall from the panel part 1.
도 3은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널부에 제1앵글이 결합되는 상태를 나타낸 사시도이다. 도 4는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 제1낙하방지부가 제1앵글에 결합되는 상태를 나타낸 사시도이다. 도 5는 도 4의 측단면도이다.3 is a perspective view showing a state in which the first angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention. Figure 4 is a perspective view showing a state in which the first falling prevention portion of the scaffold using the panel according to an embodiment of the present invention is coupled to the first angle. 5 is a side cross-sectional view of FIG. 4.
도3 내지 도 5를 참조하면, 본 고안에 따른 낙하방지부는, 제1앵글(8) 및 제1낙하방지부(11)를 포함한다.3 to 5, the fall prevention unit according to the present invention includes a first angle 8 and a first fall prevention unit 11.
제1앵글(8)은, 일측이 개구되어 패널(2)의 타단에 형성된 관통공(3)의 외벽이 삽입되는 삽입공(10)이 형성된다. 즉, 제1앵글(8)은 'ㄷ'형상으로 형성된다. 이때, 제1앵글(8)의 일측과 타측 사이의 폭길이는 패널(2)의 측벽 폭길이보다 더 길게 형성된다.One side of the first angle 8 is formed with an insertion hole 10 into which the outer wall of the through hole 3 formed at the other end of the panel 2 is inserted. That is, the first angle 8 is formed in a 'c' shape. At this time, the width length between one side and the other side of the first angle 8 is formed longer than the side wall width length of the panel (2).
또한, 제1앵글(8)은, 상측면에 돌출되어 슬라이딩공(5)에 끼워져 슬라이딩되는 제1돌출부(9)가 형성된다.Further, the first angle 8 is formed with a first projection 9 which protrudes on the upper surface and is fitted into the sliding hole 5 to slide.
이때 제1돌출부(9)는 슬라이딩공(5)의 정단면적 형상과 대응되게 형성되는 것이 바람직하다. 더불어, 후술할 제2돌출부(13) 내지 제5돌출부(22)도 슬라이딩공(5)의 정단면적 형상('├'형상)과 대응되게 형성된다.At this time, the first protrusion 9 is preferably formed to correspond to the front cross-sectional shape of the sliding hole (5). In addition, the second protrusions 13 to the fifth protrusions 22 to be described later are also formed to correspond to the front cross-sectional shape ('├' shape) of the sliding hole 5.
이때, 제1돌출부(9)는 2개로 형성되고, 후술할 제1낙하방지부(11)의 패널(2) 측벽에 형성된 2개의 슬라이딩공(5)에 각각 결합된다. 이는, 제1앵글(8)과 제1낙하방지부(11)의 패널(2)과의 결합력을 증대시켜, 제1낙하방지부(11)의 패널(2)이 패널부(1)의 외측 또는 내측방향으로 기울어지지 않고 안정적으로 결합될 수 있도록 하기 위함이다.At this time, the first protrusions 9 are formed in two, and are coupled to two sliding holes 5 formed in the side wall of the panel 2 of the first drop prevention portion 11 which will be described later. This increases the bonding force between the first angle 8 and the panel 2 of the first drop preventing portion 11, so that the panel 2 of the first drop preventing portion 11 is outside the panel portion 1. Or to be able to be coupled stably without inclining inward direction.
또한, 패널부(1)의 패널(2)에 결합된 제1앵글(8)은 고정용 부재(23)(예: 스크류형 피스, 볼트, 못 등)의 체결에 의해 고정된다.In addition, the first angle 8 coupled to the panel 2 of the panel part 1 is fixed by fastening the fixing member 23 (for example, a screw-type piece, a bolt, a nail, etc.).
제1낙하방지부(11)는, 제1앵글(8)의 제1돌출부(9)에 패널(2)의 슬라이딩공(5)이 슬라이딩되며다수개의 제1앵글(8)에 결합된 패널(2)로 이루어진다.The first fall prevention part 11 includes a panel in which the sliding hole 5 of the panel 2 slides on the first protrusion 9 of the first angle 8 and is coupled to the plurality of first angles 8. 2) consists of.
즉, 제1낙하방지부(11)는, 패널부(1)의 타단 상부에 측벽이 상하방향으로 배치된 패널(2)의 슬라이딩공(5)이 제1앵글(8)의 제1돌출부(9)에 결합되어 패널부(1)의 타단측으로 물품이 낙하되지 않도록 한다.That is, in the first fall prevention portion 11, the sliding hole 5 of the panel 2 in which the side wall is disposed in the vertical direction on the other end of the panel portion 1 is the first protrusion of the first angle 8 ( 9) to prevent the article from falling to the other end side of the panel portion (1).
또한, 제1앵글(8)과, 제1낙하방지부(11)의 패널(2)과의 모서리부분즉, 패널(2)의 슬라이딩공(5)과 제1돌출부(9)를 관통하도록 고정용 부재(23)가 체결되어 제1앵글(8)에 제1낙하방지부(11)의 패널(2)이 고정된다.In addition, the edge of the first angle 8 and the panel 2 of the first fall prevention portion 11, that is, the sliding hole 5 and the first protrusion 9 of the panel 2 are fixed to pass through. The dragon member 23 is fastened to fix the panel 2 of the first fall prevention portion 11 to the first angle 8.
도 6은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널부에 제2앵글이 결합되는 상태를 나타낸 사시도이다. 도 7은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 제2낙하방지부가 제2앵글에 결합되는 상태를 나타낸 사시도이다. 도 8은 도 7의 정단면도이다.6 is a perspective view showing a state in which the second angle is coupled to the panel portion of the scaffold using a panel according to an embodiment of the present invention. 7 is a perspective view showing a state in which the second fall prevention portion of the scaffold using the panel according to a preferred embodiment of the present invention is coupled to the second angle. FIG. 8 is a front sectional view of FIG. 7.
도 6 내지 도 8을 참조하면, 낙하방지부는, 제2앵글(12)과 제2낙하방지부(15)를 포함한다.6 to 8, the fall prevention part includes a second angle 12 and a second fall prevention part 15.
제2앵글(12)은, 내측면에 돌출되어 슬라이딩공(5)에 끼워져 슬라이딩되는 제2돌출부(13)가 형성되고, 상측면에 돌출되어 슬라이딩공(5)에 끼워져 슬라이딩되는 제3돌출부(14)가 형성된다.The second angle 12 has a second protrusion 13 which protrudes on the inner side and is inserted into the sliding hole 5 and slides, and a third protrusion that protrudes on the upper side and fits and slides in the sliding hole 5 ( 14) is formed.
여기서, 제2앵글(12)은 '┐'형상으로 형성되며, 일측의 내측면에 제2돌출부(13)가 형성되되, 1개 이상으로 형성된다.Here, the second angle 12 is formed in a '┐' shape, the second protrusion 13 is formed on the inner side of one side, it is formed in one or more.
즉, 제2앵글(12)은, 패널부(1)의 양측에 구비된 패널(2)의 슬라이디공에 슬라이딩되며 끼워지며, 상술한 고정용 부재(23)로 체결고정된다.That is, the 2nd angle 12 slides in the slide hole of the panel 2 provided in the both sides of the panel part 1, and is fastened and fastened by the fixing member 23 mentioned above.
또한, 제3돌출부(14)는 후술할 제2낙하방지부(15)의 패널(2)에 형성된 슬라이딩공(5)에 끼워져 슬라이딩된다. 더불어, 제3돌출부(14)는, 제2낙하방지부(15) 패널(2)의 슬라이딩공(5) 2개에 각각 결합되어 한 쪽으로 기울어지지 않도록 2개로 돌출형성되는 것이 바람직하다.In addition, the third protrusion 14 is inserted into the sliding hole 5 formed in the panel 2 of the second fall prevention portion 15 to be described later and slides. In addition, the third protrusions 14 may be coupled to each of two sliding holes 5 of the panel 2 of the second fall prevention part 15 to protrude in two so as not to be inclined to one side.
또한, 제3돌출부(14)가 형성된 제2앵글(12)의 상부의 폭길이는, 제2낙하방지부(15) 패널(2)의 폭길이보다 더 길게 형성된다.In addition, the width of the upper portion of the second angle 12 in which the third protrusion 14 is formed is longer than the width of the panel 2 of the second fall prevention portion 15.
그리고, 패널부(1)의 패널(2)에 결합된 제2앵글(12)은 고정용 부재(23)(예: 스크류형 피스, 볼트, 못 등)의 체결에 의해 고정된다.Then, the second angle 12 coupled to the panel 2 of the panel portion 1 is fixed by the fastening of the fixing member 23 (for example, screw-type pieces, bolts, nails, etc.).
제2낙하방지부(15)는, 제2앵글(12)의 제3돌출부(14)에 패널(2)의 슬라이딩공(5)이 슬라이딩되며 다수개의 제2앵글(12)에 결합된 패널(2)로 이루어진다.The second fall prevention part 15 includes a panel in which the sliding hole 5 of the panel 2 slides on the third protrusion 14 of the second angle 12 and coupled to the plurality of second angles 12. 2) consists of.
즉, 제2낙하방지부(15)는, 패널부(1)의 양측 상부에 측벽이 상하방향으로 배치된 패널(2)의 슬라이딩공(5)이 제2앵글(12)의 제3돌출부(14)에 결합되어 패널부(1)의 양측으로 물품이 낙하되지 않도록 한다.That is, in the second fall prevention portion 15, the sliding holes 5 of the panel 2 in which the sidewalls are disposed in the vertical direction on both sides of the panel portion 1 are arranged in the third protrusions of the second angle 12. 14) to prevent the article from falling to both sides of the panel portion (1).
또한, 제2앵글(12)과, 제2낙하방지부(15)의 패널(2)과의 모서리부분 즉, 패널(2)의 슬라이딩공(5)과 제3돌출부(14)를 관통하도록 고정용 부재(23)가 체결되어 제2앵글(12)에 제2낙하방지부(15)의 패널(2)이 고정된다.In addition, the second angle 12 and the edge of the second fall prevention portion 15 of the panel 2, that is, fixed to penetrate through the sliding hole 5 and the third protrusion 14 of the panel 2 The dragon member 23 is fastened to fix the panel 2 of the second fall prevention portion 15 to the second angle 12.
도 9는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 패널 사이에 형성되는 제1틈에 제3앵글이 구비되는 상태를 나타낸 사시도이다. 도 10은 도 9의 정단면도이다. 도 11은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 건물 외벽과 패널부 사이에 형성되는 제2틈에 제3앵글이 구비되는 상태를 나타낸 사시도이다. 도 12는 도 9의 측단면도이다.9 is a perspective view illustrating a state in which a third angle is provided in a first gap formed between the panels of the scaffold using the panel according to the preferred embodiment of the present invention. 10 is a front cross-sectional view of FIG. 9. 11 is a perspective view illustrating a state in which a third angle is provided in a second gap formed between the building outer wall of the scaffold using the panel and the panel unit according to the preferred embodiment of the present invention. 12 is a side cross-sectional view of FIG. 9.
도 9 내지 도 12를 참조하면, 본 고안에 따른 패널을 이용한 발판은, 틈폐쇄부재(16)를 더 포함한다.9 to 12, the scaffold using the panel according to the present invention further includes a gap closing member 16.
틈폐쇄부재(16)는, 패널부(1)가 다수의 패널(2)이 배열되며 이루어질 때 다수의 패널(2) 중 서로 인접한 패널(2) 측벽 사이에 발생되는 제1틈(17) 또는 패널부(1)의 일단과 건물 외벽 사이에 발생되는 제2틈(18) 중 어느 하나의 틈사이에 구비된다.The gap closing member 16 may include a first gap 17 generated between the sidewalls of adjacent panels 2 of the plurality of panels 2 when the panel portion 1 is arranged with a plurality of panels 2 or It is provided between any one of the 2nd gaps 18 which generate | occur | produce between the one end of the panel part 1 and the outer wall of a building.
여기서, 제1틈(17)과 제2틈(18)은, 클라이밍 폼 설치시, 인양될 때 간섭을 피하기 위해 약 50mm의 폭을 갖도록 형성되는 틈이다.Here, the first gap 17 and the second gap 18 are gaps formed to have a width of about 50 mm in order to avoid interference when lifting the climbing foam.
특히, 틈폐쇄부재(16)는, 제1틈(17)에 적어도 하나이상이 구비될 수 있다.In particular, at least one gap closing member 16 may be provided in the first gap 17.
또한, 틈폐쇄부재(16)는, 슬라이딩공(5)에 삽입되어 슬라이딩되는 제4돌출부(19)가 형성되고, 제4돌출부(19)의 외측으로 돌출되어 제1틈(17) 또는 제2틈(18)을 폐쇄시키는 폐쇄부(20)가 형성된다.In addition, the gap closing member 16 is formed with a fourth projection 19 which is inserted into the sliding hole 5 and slides, and protrudes to the outside of the fourth projection 19 to form the first gap 17 or the second. A closure 20 is formed which closes the gap 18.
이때, 틈폐쇄부재(16)는 연질의 재질로 이루어져, 클라이밍 폼의 인양 시, 틈폐쇄부재(16)를 분리하지 않아도 되어, 별도의 작업이 필요없어 작업이 원활해진다.At this time, the gap closing member 16 is made of a soft material, when lifting the climbing foam, there is no need to separate the gap closing member 16, no additional work is required to facilitate the operation.
한편, 제1앵글(8)은, 삽입공(10)이 패널(2)의 일단에 형성된 관통공(3)의 외벽에 삽입되어 패널부(1)의 일단에 구비되며, 외측면에 틈폐쇄부재(16)의 제4돌출부(19)가 삽입되어 슬라이딩되는 슬라이딩공(5)이 형성된다.On the other hand, the first angle 8, the insertion hole 10 is inserted into the outer wall of the through hole 3 formed in one end of the panel 2 is provided on one end of the panel portion 1, the gap closing on the outer surface The fourth protrusion 19 of the member 16 is inserted to form a sliding hole 5 for sliding.
이때, 제1앵글(8)의 제2돌출부(13)가 관통공(3)의 내부에 위치되게 패널부(1)의 일단에 구비되는 것이 바람직하나 이에 한정하지 않는다.At this time, it is preferable that the second protrusion 13 of the first angle 8 is provided at one end of the panel part 1 so as to be positioned inside the through hole 3, but is not limited thereto.
도 13은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의패널 사이마다 제3앵글이 결합되는 상태를 나타낸 사시도이다. 도 14는 도 13의 정단면도이다.Figure 13 is a perspective view showing a state in which the third angle is coupled between the panels of the scaffold using a panel according to an embodiment of the present invention. 14 is a front sectional view of FIG. 13.
도 13 및 도 14를 참조하면, 본 고안에 따른 패널을 이용한 발판은, 제3앵글(21)을 더 포함한다.Referring to FIGS. 13 and 14, the scaffold using the panel according to the present invention further includes a third angle 21.
제3앵글(21)은, 상기 패널(2)의 측벽 사이에 형성된 패널(2)의 슬라이딩공(5)에 각각 삽입되어 슬라이딩되는 제5돌출부(22)가 양쪽에 돌출형성된다.The third angle 21 is protruded from both sides of the fifth protrusions 22 inserted into the sliding holes 5 of the panel 2 formed between the side walls of the panel 2 and sliding.
이때, 제3앵글(21)은 'H'형상으로 형성된다.At this time, the third angle 21 is formed in the 'H' shape.
즉, 패널부(1)를 이루는 패널(2)과 패널(2)은, 측벽에 형성된 슬라이딩공(5)에 제3앵글(21)의 제5돌출부(22)가 각각 삽입되어 슬라이딩됨에 따라 일체로 연결되어 분리되지 않는다.That is, the panel 2 and the panel 2 constituting the panel part 1 are integrally formed as the fifth protrusions 22 of the third angle 21 are inserted into the sliding holes 5 formed in the sidewalls and slide. Connected and not separated.
이에 따라, 패널부(1)의 캔틸레버(cantilever) 부분에 하중이 발생하더라도, 제3앵글(21)이 패널부(1)의 패널(2)과 패널(2)을 일체로 연결하고 있기때문에 하중을 분산시켜 하나의 패널(2)이 처지게 되는 것을 최소화할 수 있다.As a result, even if a load is generated in the cantilever portion of the panel portion 1, the third angle 21 connects the panel 2 and the panel 2 of the panel portion 1 integrally so that the load is generated. Dispersion can be minimized to sag one panel (2).
더불어, 제3앵글(21)을 이용함으로써, 종래의 나무발판 보강방식에비해 투입자재 및 중량 감소 등에 의해 비용을 절감할 수 있게 된다.In addition, by using the third angle 21, it is possible to reduce the cost by reducing the input material and weight compared to the conventional wooden scaffold reinforcement method.
도 15는 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 분해 사시도이다. 도 16 및 도 17은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판을 나타낸 사시도이다. 도 18 내지 21은 본 고안의 바람직한 실시예에 따른 패널을 이용한 발판의 사용상태를 나타낸 측단면도이다.15 is an exploded perspective view showing a scaffold using a panel according to a preferred embodiment of the present invention. 16 and 17 are perspective views showing the scaffold using a panel according to a preferred embodiment of the present invention. 18 to 21 is a side cross-sectional view showing a state of use of the scaffold using a panel according to a preferred embodiment of the present invention.
도 15 내지 도 21을 참조하면, 본 고안에 따른 패널을 이용한 발판은, 코어선행 공사기법이 적용되는 건축물의 공사에서 벽체(W)의 외부로 연장 형성된 연장 철골에 따른 벽체(W)와 패널부(1)의 사이의 이격 공간을 가변적으로 개폐하여 작업자의 추락 등과 같은 안전사고를 미연에 방지함과 동시에 폼의 인양시 원활하게 진행될 수 있도록 보조판(26)을 신축할 수 있는 발판이다.15 to 21, the scaffold using the panel according to the present invention, the wall (W) and the panel portion according to the extension steel frame formed extending to the outside of the wall (W) in the construction of the building to which the core leading construction technique is applied It is a scaffold that can expand and close the separation space between (1) to prevent the safety accidents such as the fall of the operator in advance and at the same time to expand the auxiliary plate 26 to proceed smoothly during the lifting of the foam.
본 고안에 따른 패널을 이용한 발판은, 패널부(1), 멍에재(6), 장선재(7), 슬라이딩발판부(24)를 포함한다.The scaffold using the panel according to the present invention, the panel portion 1, the yoke material (6), the long wire member 7, the sliding scaffolding part 24.
먼저, 패널부(1)는, 패널(2)의 측벽과 측벽이 마주되도록 다수개 배열되어 판형상으로 이루어지고, 건물의 벽체(W)에 패널(2)의 일단이 마주되게 구비된다.First, a plurality of panel parts 1 are arranged in a plate shape so that the side walls and side walls of the panel 2 face each other, and one end of the panel 2 is provided on the wall W of the building.
여기서, 패널(2)은, 양단이 길이방향으로 관통되어 관통공(3)이 형성된다. 또한, 관통공(3)은 격벽(4)에 의해 다수개로 형성된다.Here, both ends of the panel 2 penetrate in the longitudinal direction to form the through holes 3. In addition, a plurality of through holes 3 are formed by partition walls 4.
멍에재(6)는, 패널부(1)의 하부에 구비되어 다수개의 패널(2)을 연결하며, 다수개로 이루어진다.The yoke material 6 is provided in the lower part of the panel part 1, and connects several panel 2, and consists of many pieces.
장선재(7)는, 멍에재(6)의 하부에 구비되어 다수개의 멍에재(6)를 연결하며, 다수개로 이루어진다. Jangsunjae 7 is provided in the lower portion of the yoke (6) to connect a plurality of yoke (6), made of a plurality.
슬라이딩발판부(24)는, 패널부(1)의 일단에 패널부(1)의 내부로 슬라이딩가능하게 구비되어 패널부(1)의 일단과 건물의 벽체(W) 사이에 형성된 이격공간을 개폐시킨다.The sliding scaffolding part 24 is slidably provided in the panel part 1 at one end of the panel part 1 to open and close the separation space formed between one end of the panel part 1 and the wall W of the building. Let's do it.
이에 따라, 추가자재 비용을 절감할 수 있으며, 공사기간을 단축하여 원활한 공사가 진행될 수 있다.Accordingly, it is possible to reduce the cost of additional materials, it is possible to proceed smoothly by reducing the construction period.
이러한, 슬라이딩발판부(24)는, 슬라이딩바(25), 보조판(26) 및 외력가압부(27)를 포함한다.The sliding scaffold 24 includes a sliding bar 25, an auxiliary plate 26, and an external force presser 27.
슬라이딩바(25)는, 관통공(3)으로 일단이 삽입되어 슬라이딩된다.One end of the sliding bar 25 is inserted into the through hole 3 and slides.
이때, 슬라이딩바(25)는, 다수개로 이루어지며 일정간격 이격되어관통공(3)에 각각 삽입된다.At this time, the sliding bar 25 is made of a plurality, spaced apart a predetermined interval is inserted into the through hole 3, respectively.
또한, 다수개의 슬라이딩바(25) 타단들은, 후술할 보조판(26)의 일측 하측면과 결합된다.In addition, the other ends of the plurality of sliding bars 25 are combined with one side lower surface of the auxiliary plate 26 to be described later.
그리고, 슬라이딩바(25)의 길이는, 이격공간으로 신장된 상태에서 패널부(1)의 일단으로 노출된 슬라이딩바(25)의 길이보다 패널(2)의 관통공(3)에 삽입된 길이가 더 길도록 일정길이를 갖으며 형성된다.In addition, the length of the sliding bar 25 is longer than the length of the sliding bar 25 exposed to one end of the panel portion 1 in the extended space, the length of the sliding bar 25 is inserted into the through hole 3 of the panel 2. Is formed with a certain length so as to be longer.
이는, 작업자가 슬라이딩발판부(24)를 지지하였을 때 발생되는 하중에 대해서 안전하게 지지될 수 있도록 하기 위한 것이다.This is to ensure that the operator can be safely supported against the load generated when the operator supports the sliding scaffold 24.
보조판(26)은, 슬라이딩바(25)의 타단에 일측이 결합되고, 이격공간으로 신장되면 이격공간을 폐쇄시키며 슬라이딩바(25)의 상부를 덮는다.The auxiliary plate 26 is coupled to the other end of the sliding bar 25, and when extended to the spaced space, closes the spaced space and covers the upper portion of the sliding bar 25.
즉, 보조판(26)은, 슬라이딩의 상부에 구비되어, 다수개의 슬라이딩바(25) 사이마다 형성되는 공간부를 연결하며 폐쇄시킨다.That is, the auxiliary plate 26 is provided at the upper portion of the sliding, and connects and closes the spaces formed between the plurality of sliding bars 25.
또한, 보조판(26)은, 슬라이딩바(25)의 타단에 결합된 일측(보조판(26)의 하측면 일측)과 결합되지 않은 중간부 경계부분이 절곡가능하게 형성되어 슬라이딩바(25)가 관통공(3)의 내부로 슬라이딩되어 이격공간이 개방되면 패널부(1)의 상측면과 보조판(26)의 하측면이 맞닿도록 배치된다.In addition, the auxiliary plate 26 is formed to be bent in the middle boundary portion that is not coupled to one side (one side of the lower surface of the auxiliary plate 26) coupled to the other end of the sliding bar 25 so that the sliding bar 25 penetrates. When the separation space is opened by sliding into the inside of the ball (3), the upper surface of the panel portion 1 and the lower surface of the auxiliary plate 26 are disposed to abut.
즉, 슬라이딩바(25)가 관통공(3)의 내부로 슬라이딩되면 보조판(26)이 패널부(1)의 상부로 올라오게 되고, 슬라이딩바(25)가 관통공(3)의 외부로 슬라이딩되어 신장되면 보조판(26)이 신장된 슬라이딩바(25)의 상부에 올라오게 되는 것이다.That is, when the sliding bar 25 is slid into the through hole 3, the auxiliary plate 26 is raised to the top of the panel part 1, and the sliding bar 25 is slid out of the through hole 3. When the extension plate 26 is raised to the upper portion of the sliding bar 25 is extended.
또한, 보조판(26)의 두께는, 관통공(3)의 내부 상측면 또는 하측면과 패널(2)의 외측면 사이의 두께와 대응되도록 형성되는 것이 바람직하다.In addition, the thickness of the auxiliary plate 26 is preferably formed so as to correspond to the thickness between the inner upper side or lower side of the through hole 3 and the outer side of the panel 2.
즉, 보조판(26)이 신장된 슬라이딩바(25)의 상부에 배치된 상태에서, 보조판(26)의 상측면과 패널부(1)의 상측면이 평행하도록 두께를 갖음으로써, 작업자가 이동할 때 걸림턱이 없이 안전한 이동이 이루어질 수 있다.That is, when the worker moves by having a thickness such that the upper surface of the auxiliary plate 26 and the upper surface of the panel part 1 are parallel to each other in the state where the auxiliary plate 26 is disposed on the extended sliding bar 25. Safe movement can be made without a locking jaw.
더불어, 이격공간을 폐쇄시키는 보조판(26)의 폭은, 이격공간으로 신장된 상태에서 패널부(1)의 일단으로 노출된 슬라이딩바(25)의 길이와 대응되도록 형성되어 보조판(26)과 패널부(1)의 일단 사이에 틈이 발생되지 않는 것이 바람직하다.In addition, the width of the auxiliary plate 26 to close the separation space is formed so as to correspond to the length of the sliding bar 25 exposed to one end of the panel portion 1 in a state in which the separation space is extended to the auxiliary plate 26 and the panel. It is preferable that a gap does not arise between the ends of the part 1.
이 또한, 틈이 발생되지 않도록 폭을 갖음으로써, 장비가 떨어지지 않도록 하여, 작업이 안전하게 이루어질 수 있다.In addition, by having a width so that a gap does not occur, the equipment does not fall, the operation can be made safely.
외력가압부(27)는, 보조판(26)의 타측에 결합되어 보조판(26)을 들어올려 잡아당기거나, 밀어내어 슬라이딩바(25)가 관통공(3)을 따라 슬라이딩되도록 외력을 가한다.The external force presser 27 is coupled to the other side of the auxiliary plate 26 to apply an external force to lift or pull the auxiliary plate 26 or push it out so that the sliding bar 25 slides along the through hole 3.
이때, 외력가압부(27)는, 줄로 이루어질 수 있다.At this time, the external force pressing unit 27 may be made of a string.
도 18 내지 도 21을 참조하면, 외력가입부를 작업자가 위로 잡아당기면 보조판(26)의 타측이 들어올려지되 패널부(1)의 상측면보다 더 높이 들어올려지고, 그 상태에서 패널부(1)의 타단방향으로 잡아당기면 슬라이딩바(25)가 슬라이딩되며 축소된다. 이에 따라 보조판(26)은 패널부(1)의 상부로 이동되여 이격공간이 개방된다. 그리고 폼이 인양됨에 따라 철근(C)으로부터 간섭없이 일체로 인양된다.Referring to FIGS. 18 to 21, when the operator pulls up the external force subscription portion, the other side of the auxiliary plate 26 is lifted up, but is lifted higher than the upper side of the panel part 1, and the panel part 1 in that state. Pulling in the other end of the sliding bar 25 is slid and reduced. Accordingly, the auxiliary plate 26 is moved to the upper portion of the panel unit 1 to open the separation space. And as the foam is lifted, it is lifted integrally without interference from the reinforcing bars (C).
그리고, 작업자는 보조판(26)을 건물의 벽체(W)를 향하며 밀게 되면 슬라이딩바(25)가 신장되면서 보조판(26)에 의해 이격공간이 폐쇄된다.And, when the operator pushes the auxiliary plate 26 toward the wall (W) of the building, the sliding bar 25 is extended and the separation space is closed by the auxiliary plate 26.
본 고안이 속하는 기술분야의 통상의 지식을 가진 자는 본 고안이 그 기술적 사상이나 필수적인 특징을 변경하지 않고서 다른 구체적인 형태로 실시될 수 있다는 것을 이해할 수 있을 것이다. 그러므로 이상에서 기술한 실시예들은 모든 면에서 예시적인 것이며 한정적이 아닌 것으로 이해해야만 한다. 본 고안의 범위는 상기 상세한 설명보다는 후술하는 특허청구의 범위에 의하여 나타내어지며, 특허청구의 범위의 의미 및 범위 그리고 그 균등 개념으로부터 도출되는 모든 변경 또는 변형된 형태가 본 고안의 범위에 포함되는 것으로 해석되어야 한다.Those skilled in the art to which the present invention pertains will understand that the present invention can be embodied in other specific forms without changing the technical spirit or essential features. Therefore, it should be understood that the embodiments described above are exemplary in all respects and not restrictive. The scope of the present invention is represented by the scope of the claims to be described later rather than the detailed description, and all changes or modifications derived from the meaning and scope of the claims and equivalent concepts are included in the scope of the invention. Should be interpreted.
Claims (5)
- 건물 구축시 외벽에 설치되어 상부로 인양되는 폼에 사용되는 건축물 공사용발판에 있어서,In the construction scaffolding used for the foam is installed on the outer wall when lifting the building to the upper lifting,패널의 측벽과 측벽이 마주되도록 다수개 배열되어 판형상으로 이루어지고,상기 건물의 외벽에 패널의 일단이 마주되게 구비된 패널부; 상기 패널부의 하부에 구비되어 다수개의 패널을 연결하는 다수개의 멍에재; 상기 멍에재의 하부에 구비되어 다수개의 멍에재를 연결하는 다수개의 장선재; 및A plurality of panels arranged to face sidewalls and sidewalls of the panel and formed in a plate shape, the panel unit having one end of the panel facing the outer wall of the building; A plurality of yoke materials provided at a lower portion of the panel unit to connect a plurality of panels; A plurality of Jang Sunjae provided at the lower portion of the yoke material to connect a plurality of yoke materials; And상기 패널부의 상부 외측에 상기 패널이 구비되어 이루어진 낙하방지부;를 포함하고,And an anti-falling unit provided with the panel on an upper outer side of the panel unit.상기 패널은, 양단이 길이방향으로 관통형성되되, 격벽에 의해 다수개로 형성되는 관통공과, 상기 측벽에 형성되되, 외측면이 개구되며 길이방향으로 형성된슬라이딩공을 포함하는 패널을 이용한 발판.The panel is a footrest using a panel including a through hole formed in a plurality of through-holes, both ends are formed in the longitudinal direction, and a sliding hole formed in the side wall, the outer surface is opened and formed in the longitudinal direction.
- 제1항에 있어서, 상기 낙하방지부는,The method of claim 1, wherein the fall prevention portion,일측이 개구되어 상기 패널의 타단에 형성된 관통공의 외벽이 삽입되는 삽입공이 형성되고, 상측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제1돌출부가 형성된 제1앵글 및 상기 패널부의 타단 상부에 측벽이 상하방향으로 배치된 패널의 슬라이딩공이 제1앵글의 제1돌출부에 결합되어 상기 패널부의 타단측으로 물품이 낙하되지 않도록 하는 제1낙하방지부를 포함하는 패널을 이용한 발판.An insertion hole is formed in which one side is opened and an outer wall of the through hole formed at the other end of the panel is inserted, and a first angle is formed at the upper side and a first protrusion is formed to slide into the sliding hole. A scaffold using a panel including a first drop preventing portion which is coupled to a sliding hole of the panel arranged in the vertical direction so as to prevent the article from falling onto the other end side of the panel portion.
- 제1항에 있어서, 낙하방지부는,The method of claim 1, wherein the fall prevention portion,내측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제2돌출부가 형성되고, 상측면에 돌출되어 상기 슬라이딩공에 끼워져 슬라이딩되는 제3돌출부가 형성된 제2앵글 및 상기 패널부의 양측 상부에 패널의 측벽이 상하방향으로 배치된 패널의 슬라이딩공이 제2앵글의 제3돌출부에 결합되어, 상기 패널부의 양측으로 물품이 낙하되지 않도록 하는 제2낙하방지부를 포함하는 패널을 이용한 발판.A second protrusion is formed on the inner surface and is slid into the sliding hole, and a second angle is formed on the upper side and a third protrusion is slid into the sliding hole and the side walls of the panel are formed on both sides of the panel. A scaffold using a panel including a second drop prevention portion coupled to a third protrusion of a second angle of the panel arranged in a vertical direction to prevent an article from falling on both sides of the panel portion.
- 제2항에 있어서,The method of claim 2,상기 패널부가 다수의 패널이 배열되며 이루어질 때 상기 다수의 패널 중 서로 인접한 패널 측벽 사이에 발생되는 제1틈 또는 상기 패널부의 일단과 건물 외벽사이에 발생되는 제2틈 중 어느 하나의 틈 사이에 구비되는 틈폐쇄부재;를 더 포함하고,The panel unit is provided between a gap between any one of a first gap generated between adjacent panel sidewalls among the plurality of panels or a second gap generated between one end of the panel unit and an outer wall of the building when the plurality of panels are arranged. It further comprises a gap closing member;상기 틈폐쇄부재는, 상기 슬라이딩공에 삽입되어 슬라이딩되는 제4돌출부가형성되고, 상기 제4돌출부의 외측으로 돌출되어 상기 제1틈 또는 제2틈을 폐쇄시키는 폐쇄부가 형성되고,The gap closing member may include a fourth protrusion formed to be inserted into the sliding hole and slid, a closing portion protruding outward of the fourth protrusion to close the first gap or the second gap,상기 제1앵글은, 상기 삽입공이 상기 패널의 일단에 형성된 관통공의 외벽에삽입되어 상기 패널부의 일단에 구비되며, 외측면에 상기 제4돌출부가 삽입되어 슬라이딩되는 슬라이딩공이 형성된 것을 특징으로 하는 패널을 이용한 발판.The first angle is a panel, characterized in that the insertion hole is inserted into the outer wall of the through hole formed in one end of the panel is provided on one end of the panel portion, the sliding hole in which the fourth projection is inserted and slides on the outer surface Scaffolding using.
- 제1항에 있어서,The method of claim 1,양쪽에 돌출되어, 상기 패널의 측벽 사이에 형성된 패널의 슬라이딩공에 각각 삽입되어 슬라이딩되는 제5돌출부가 형성된 제3앵글;을 더 포함하고,상기 패널부를 이루는 패널과 패널은, 측벽에 형성된 슬라이딩공에 상기 제3앵글의 돌출부가 각각 삽입되어 슬라이딩됨에 따라 일체로 연결되어 분리되지 않는 것을 특징으로 하는 패널을 이용한 발판.And a third angle protruding from both sides and having fifth protrusions inserted into and sliding in the sliding holes of the panel formed between the sidewalls of the panel, wherein the panel and the panel forming the panel part are sliding holes formed on the sidewalls. Scaffolding using a panel, characterized in that the projections of the third angle is inserted into each sliding slidingly connected to each other.
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KR20-2014-0009697 | 2014-12-31 | ||
KR2020140009697U KR200477610Y1 (en) | 2014-12-31 | 2014-12-31 | A scaffold of a construction work |
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WO2016108475A1 true WO2016108475A1 (en) | 2016-07-07 |
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PCT/KR2015/013761 WO2016108475A1 (en) | 2014-12-31 | 2015-12-15 | Foothold using panels |
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KR102122650B1 (en) * | 2018-08-27 | 2020-06-12 | 현대제철 주식회사 | Deck apparatus for conservation of blast furnace |
CN109868992B (en) * | 2019-01-25 | 2021-01-15 | 天长市华利机械实业有限公司 | Pedal adjuster for scaffold and using method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4152875A (en) * | 1976-12-01 | 1979-05-08 | Bruno Soland | Ground covering with adjoining plates |
KR200314579Y1 (en) * | 2003-01-29 | 2003-05-27 | 이강록 | A safety work-plate for gang form of construct |
KR100777937B1 (en) * | 2006-06-19 | 2007-11-22 | 이명래 | Construcion safety working cage with scaffold |
KR200447684Y1 (en) * | 2009-01-28 | 2010-02-11 | (주) 미도랜드 | Block type of deck assembly |
KR101113442B1 (en) * | 2011-06-07 | 2012-02-29 | (주)세화디엔씨 | Expansion and contraction type connecting structure assembly for deck |
-
2014
- 2014-12-31 KR KR2020140009697U patent/KR200477610Y1/en active IP Right Grant
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2015
- 2015-12-15 WO PCT/KR2015/013761 patent/WO2016108475A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4152875A (en) * | 1976-12-01 | 1979-05-08 | Bruno Soland | Ground covering with adjoining plates |
KR200314579Y1 (en) * | 2003-01-29 | 2003-05-27 | 이강록 | A safety work-plate for gang form of construct |
KR100777937B1 (en) * | 2006-06-19 | 2007-11-22 | 이명래 | Construcion safety working cage with scaffold |
KR200447684Y1 (en) * | 2009-01-28 | 2010-02-11 | (주) 미도랜드 | Block type of deck assembly |
KR101113442B1 (en) * | 2011-06-07 | 2012-02-29 | (주)세화디엔씨 | Expansion and contraction type connecting structure assembly for deck |
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