KR200452988Y1 - Vertical vertical support - Google Patents

Vertical vertical support Download PDF

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KR200452988Y1
KR200452988Y1 KR2020080009023U KR20080009023U KR200452988Y1 KR 200452988 Y1 KR200452988 Y1 KR 200452988Y1 KR 2020080009023 U KR2020080009023 U KR 2020080009023U KR 20080009023 U KR20080009023 U KR 20080009023U KR 200452988 Y1 KR200452988 Y1 KR 200452988Y1
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South Korea
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vertical
wall
drainage plate
hole
support
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KR2020080009023U
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Korean (ko)
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KR20100000488U (en
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유인섭
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유인섭
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/70Drying or keeping dry, e.g. by air vents
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Electromagnetism (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

본 고안은 굴곡과 단차가 있는 건물 지하 콘크리트 벽에 누수와 결로를 처리하기 위해 이중벽 패널을 시공 설치된 벽체배수판끼리 평면을 맞추기 위한 수직 상하이동이 가능한 상하수직이동지지발에 관한 것이다.The present invention relates to a vertical vertical movable support capable of vertically moving vertically to align planes between wall drainage plates installed with double wall panels to treat leaks and condensation on a concrete underground wall with bending and steps.

본 고안은 벽체배수판(B)의 지지부(30) 결합공(50)에 탈착이 용이한 상하수직이동지지발(W)에 있어서, 상기 상하수직이동지지발(W)은, 몸통 둘레의 외벽 양측에 벽체배수판(B) 이탈 방지용 지지판(2)이 일체로 형성되면서 지지판(2)의 상부에 회전손잡이(3)가 형성되고, 회전손잡이(3)의 직 하방에 공간(5)을 두고 밀착판(1)이 형성되며, 몸통 중앙에 형성된 관통공(7) 내주연에는 서로 마주보는 방향으로 나사산 걸림턱 돌기(4) 및 슬라이딩홈(8)이 번갈아가며 형성된 회전몸체(6)와; 회전몸체(6)의 관통공(7) 내에 결합되어 수직으로 상하 높낮이 조절이 되도록 서로 대응되는 나사산 걸림턱돌기(11) 및 슬라이딩홈(12)이 번갈아가며 원형의 몸통 외벽에 형성되고, 몸통으로 못타정 공구가 들어갈 수 있도록 상부로 개방된 개구공(16)이 형성되며, 바닥(15)에 못구멍(13)이 형성된 고정몸체(10)로; 구성된다.The subject innovation is in the vertical and vertical movable support feet (W) that are easily removable to the support portion 30, the coupling hole 50 of the wall drainage plate (B), the vertical vertical support feet (W), both sides of the outer wall around the trunk The wall drainage plate (B) detachment prevention support plate (2) is formed integrally with the rotation knob (3) is formed on the upper part of the support plate (2), the contact plate with a space (5) directly below the rotation knob (3) (1) is formed, the rotating body (6) formed in the through hole (7) inner circumference formed in the center of the body alternately formed by the threaded jaw projection 4 and the sliding groove (8) in a direction facing each other; The thread engaging jaw protrusion 11 and the sliding groove 12 corresponding to each other are coupled to each other in the through hole 7 of the rotating body 6 so as to be vertically adjusted up and down, and are alternately formed on the outer wall of the circular torso. Opening hole 16 is formed to be opened to the top to enter the nail tableting tool, the fixing body 10 is formed with a nail hole 13 in the bottom 15; .

이와 같은 구조로 이루어진 상하수직이동지지발은 벽체배수판 시공시 배수판 간의 평면을 맞추기 위해 회전몸체의 걸림턱 돌기를 고정몸체의 슬라이딩홈에 대고 수직으로 밀어 회전없이 높낮이 결합이 가능하므로 정한 위치에서 회전몸체를 반바퀴 회전만으로 서로 대응된 나사산 걸림턱 돌기끼리 결합되는 구조이므로 상하수직이동지지발을 적용 배수판끼리 평면을 손쉽고 간편하게 맞출 수 있다.The vertical and vertical movable support feet, which are constructed as above, can be combined with each other without any rotation by pushing the locking jaw projection of the rotating body vertically against the sliding groove of the fixed body in order to match the plane between the drain plates when constructing the wall drainage plate. Since the structure of the screw engaging projections corresponding to each other by only half a turn of the rotation is coupled to each other, it is possible to easily and easily adjust the plane between the drainage plate by applying vertical and vertical movable support.

또한, 본 고안의 상하수직이동지지발은 상하수직 이동만으로 높낮이가 간편하게 조절될 뿐만 아니라 시공 후에도 평활도가 맞지 않으면 회전몸체를 재조정할 수 있어 벽체배수판끼리의 평면을 정확하게 맞출 수 있다.In addition, the vertical and vertical movable support feet of the present invention can be adjusted simply by the vertical and vertical movement, as well as adjust the rotation body if the smoothness does not match even after construction, it is possible to accurately match the plane of the wall drainage plate.

벽체배수판, 회전몸체, 고정몸체, 슬라이딩홈, 나사산, 걸림턱돌기, 상하수직이동지지발 Wall drainage plate, rotating body, fixed body, sliding groove, thread, hanging jaw projection, vertical vertical support

Description

상하수직이동지지발{omitted}Vertical movement support

본 고안은 지하 벽체 배수판 부착용 상하수직이동지지발에 관한 것으로 더욱 상세 하게는 굴곡과 단차가 심한 지하 콘크리트 벽에 누수 또는 결로를 처리하기 위해 벽과 패널을 이격시키는 벽체배수판을 설치하게 된다. 이때 벽의 요철부 때문에 평면을 맞추기가 난해하다. 이를 신속 처리하기 위해 높낮이 조절이 필요한 상하수직이동지지발에 관한 것이다.The present invention relates to a vertical and vertical movable support for attaching an underground wall drainage plate, and more specifically, to install a wall drainage plate that separates the wall and the panel in order to deal with leaks or condensation on the underground concrete wall, which is highly curved and stepped. At this time, it is difficult to fit the plane because of the uneven part of the wall. In order to deal with this quickly, vertical and vertical movable support feet are required.

일반적으로 콘크리트 건물 지하 벽체는 누수를 막기 위해 방수 처리를 하게된다. 그러나 콘크리트의 수하열 또는 진동 등으로 균열이 발생되며 이로인한 방수층 파괴로 누수가 된다.In general, concrete walls are waterproofed to prevent leakage. However, cracks are generated by the heat of submersion or vibration of concrete, and water leaks due to destruction of the waterproof layer.

이 누수된 물을 처리하기 위해 벽에 이격을 두고 벽체배수판을 부착하고 그위에 내장재 패널을 부착하게 되는데 콘크리트 벽에 굴곡 부위와 단차가 많아 평활도를 맞추기가 불가능하다. 그래서 높낮이 조절기를 사용하게 된다.In order to treat the leaked water, the wall drainage plate is attached to the wall, and the interior panel is attached on it, and it is impossible to match the smoothness because there are many bends and steps on the concrete wall. So the height adjuster is used.

종래의 높낮이 조절은 도 6에 도시된 바와 같이 벽체배수판(B)과 일체로 된 지지부(30)에 암나사(41)를 형성하고, 수나사(40)를 구비한 회전용 고정몸체가 지지부(30)에 나선 결합되는 구조를 갖음으로써, 회전용 고정몸체를 수 회 내지 수십 회를 돌려 수평을 조절하게 되므로 시공이 늦어지고 회전용 고정몸체에 못을 박음에 따라 완벽한 고정이 이루어지므로 시공 후에는 평면 조절이 잘못되어도 재조정할 수 없는 문제점이 있다.In the conventional height adjustment, as shown in FIG. 6, the female thread 41 is formed on the support part 30 integrated with the wall drainage plate B, and the rotating body having the male thread 40 is supported by the support part 30. By having a structure that is coupled to the spiral, the rotating fixed body is rotated several to several tens of times to adjust the horizontal, so construction is delayed and perfect fixation is made according to the nailing on the rotating fixed body, so that after adjusting the plane Even if this is wrong, there is a problem that cannot be readjusted.

상기한 바와같이 시공함에 있어서 다음과 같은 문제점이 있다.As described above, there are the following problems in construction.

상기 높낮이 조절은 벽체배수판 지지부에 암나사를 형성하고 여기에 결합되는 회전용 고정몸체는 원통으로 전면은 개방되고 바닥이 막히고 바닥 중앙에 고정용 못 구멍이 형성되고 몸통 외벽 둘레에 나선형 수나사가 길이 끝까지 형성된 구조이다.The height adjustment is to form a female screw on the wall drainage plate support, and the rotating fixing body coupled to the cylindrical front is opened, the bottom is clogged, a fixing nail hole is formed in the bottom center and the spiral male screw is formed around the outer wall of the body to the end of the length Structure.

상기의 벽체 배수판 지지부 암나사에 회전용 고정몸체 수나사를 결합하기 위해서는 처음부터 고정몸체를 수회 돌려 결합하는 문제가 있다.In order to couple the fixed body male screw for rotation to the wall drainage plate support female screw of the above, there is a problem of coupling the fixed body several times from the beginning.

또한 벽의 굴곡부와 단차 부위를 먼저 실측해서 벽체배수판 지지부 암나사에 고정몸체 수나사 높이를 미리 벽에 대기전에 조절 후 벽에 시공해야 하므로 평활도가 맞지 않는다.In addition, since the bend and the step of the wall are measured first, the height of the fixed body male screw on the wall drainage plate support female screw must be adjusted in advance before waiting on the wall.

그리고 상기와 같이 실측해서 높낮이 조절후많은 벽체배수판을 벽에 부착하면 벽의 굴곡부위와 실측부위가 일치하지 않아 더욱 평활도가 맞지 않는 문제점이 있다.In addition, if the wall drainage plate is attached to the wall after the height adjustment is performed as described above, the curved portion of the wall and the measured portion do not coincide with the smoothness.

또한 벽체배수판을 벽에 부착하기 위해서는 못을 박아야 하는데 벽체배수판 지지부에 결합된 고정몸체의 중앙 고정용 못구멍에 못을 박아 부착 고정하게 되므로 못을 박은 후에는 배수판끼리 평활도가 맞지 않아도 회전용 고정몸체를 회전할 수 없기 때문에 재조정 할 수 없으며 부득이 재조정 하려면 시공된 벽체배수판을 뜯어내고 새것으로 교체 시공해야 하는 문제가 있다.In addition, nails must be nailed to attach the wall drainage plate to the wall, but the nail is attached to the center fixing nail hole of the fixed body coupled to the wall drainage plate support part. Since the body cannot be rotated, it cannot be readjusted, and if it is necessary to readjust, there is a problem in that the installed wall drainage plate needs to be removed and replaced with a new one.

본 고안은 상기와 같은 종래의 문제점을 해소하기 위해 안출된 것으로 탈착이 가능하고 회전없이 신속하고 간단한 직결 결합에 의해 벽체배수판끼리 수평을 맞출 수 있고 못을 박아 고정 후에도 재조정 할 수 있는 상하수직이동지지발을 제공하는데 그 목적이 있다.The present invention was devised to solve the above-mentioned problems. The vertical and vertical movable support can be horizontally mounted between the wall drainage plates by fast and simple direct connection without rotation and can be readjusted after fixing by nailing. The purpose is to provide a foot.

상기 목적을 달성하기 위한 본 고안에 따른 상하수직이동지지발은,Vertical vertical movable support according to the present invention for achieving the above object,

몸통 둘레의 외벽 양측에 벽체배수판 이탈 방지용 지지판이 일체로 형성되면서 지지판의 상부에 회전손잡이가 형성되고, 회전손잡이의 직 하방에 공간을 두고 밀착판이 형성되며, 몸통 중앙에 형성된 관통공 내주연에는 서로 마주보는 방향으로 나사산 걸림턱 돌기 및 슬라이딩홈이 번갈아가며 형성된 회전몸체와;
회전몸체의 관통공 내에 결합되어 수직으로 상하 높낮이 조절이 되도록 서로 대응되는 나사산 걸림턱돌기 및 슬라이딩홈이 번갈아가며 원형의 몸통 외벽에 형성되고, 몸통으로 못타정 공구가 들어갈 수 있도록 상부로 개방된 개구공이 형성되며, 바닥에 못구멍이 형성된 고정몸체로; 구성됨을 특징으로 한다.
As the supporting plate for preventing the wall drainage plate is formed integrally on both sides of the outer wall around the body, a rotating handle is formed on the upper part of the supporting plate, and a close contact plate is formed with a space directly below the rotating handle. Rotating body formed by alternating threaded projection projection and the sliding groove in the opposite direction;
A dog engaging jaw and a sliding groove are alternately formed on the outer wall of the circular torso, which are coupled to each other in the through-hole of the rotating body to be vertically adjusted up and down, and are open to the top to allow the nail tableting tool to enter the body. A hole is formed, and a fixed body having nail holes formed at the bottom thereof; Characterized in that configured.

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상기와 같은 구조로 이루어진 본 고안의 상하수직이동지지발은Vertical vertical movement support of the present invention made of a structure as described above

○첫 째, 벽체배수판 지지부에 탈착이 간편하고 회전없이 다양한 깊고 낮은 굴곡면을 수직상하 이동식 직결로 높낮이를 조절 할 수 있어 시공이 신속하고 정교하게 벽체배수판끼리 동일 평면으로 시공할 수 있다.○ First, it is easy to attach and detach the wall drainage plate support part, and it can adjust the height by vertically moving up and down various deep and low curved surfaces without rotation, so that the wall drainage plates can be installed in the same plane quickly and precisely.

둘째 : 벽체배수판을 벽에 시공 후에도 평활도가 맞지 않을 경우 회전몸체를 반바퀴 돌려 탈착 재조정 할 수 있다.Second: If the smoothness does not match even after the wall drainage plate is installed on the wall, you can turn the rotating body half a turn and remove and adjust it.

셋째 : 벽체배수판 지지부와 상하수직이동지지발이 분리되기 때문에 시공후에도 벽체배수판 탈착이 가능해 교체 또는 보수 시공이 간단하다.Third: Since the wall drainage plate support and the vertical and vertical movable support feet are separated, the wall drainage plate can be detached even after construction, so replacement or repair is simple.

넷째 : 시공이 간편해 공기를 단축하고 인건비가 절감되며 평활도가 완벽해 패널 부착후 패널면이 말끔하다.Fourth: It is easy to construct, which shortens the air, reduces labor cost, and perfect smoothness.

이하 본 고안의 구성을 첨부된 도면을 참조하여 상세히 설명한다.
도 1a는 본 고안에 따른 상하수직이동지지발을 도시한 결합 평면도이고, 도 1b는 본 고안에 따른 상하수직이동지지발을 도시한 결합 단면도이며, 도 2a는 본 고안에 따른 회전몸체의 구조를 도시한 평면도이고, 도 2b는 본 고안에 따른 회전몸체의 구조를 도시한 측단면도이며, 도 3a는 본 고안에 따른 고정몸체의 구조를 도시한 평면도이고, 도 3b는 본 고안에 따른 고정몸체의 구조를 도시한 측면도이며, 도 4는 본 고안에 따른 벽체배수판을 도시한 구조도이고, 도 5는 본 고안에 따른 상하수직이동지지발의 사용상태도이다.
Hereinafter, the configuration of the present invention will be described in detail with reference to the accompanying drawings.
Figure 1a is a coupling plan view showing the vertical and vertical movable support feet according to the present invention, Figure 1b is a combined sectional view showing the vertical and vertical movable support feet according to the present invention, Figure 2a is a structure of a rotating body according to the present invention Figure 2 is a plan view, Figure 2b is a side cross-sectional view showing the structure of the rotating body according to the present invention, Figure 3a is a plan view showing the structure of the fixed body according to the present invention, Figure 3b of the fixed body according to the present invention Figure 4 is a side view showing the structure, Figure 4 is a structural view showing a wall drainage plate according to the present invention, Figure 5 is a state diagram of the vertical and vertical movable support feet according to the present invention.

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이들 도면에 도시된 바와같이 본 고안의 상하수직이동지지발(W)은 지하벽 콘크리트(G)에 이중벽으로 설치되는 벽체배수판(B)의 지지부(30)에 탈착이 용이한 회전몸체(6)와 상기 회전몸체(6)의 관통공(7)에 결합되는 고정몸체(10)로 구성된다.As shown in these drawings, the vertical and vertical movable support feet W of the present invention are easily detachable to the support part 30 of the wall drainage plate B installed as a double wall on the underground wall concrete G. And a fixed body 10 coupled to the through hole 7 of the rotating body 6.

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상기 회전몸체(6)는 도 2a 및 도 2b에 도시된 바와 같이 중앙에 관통공(7)을 구비한 원형의 몸통으로 이루어진다. 이러한 몸통 상부 양측에는 높낮이 조절시 손으로 잡을 수 있도록 수직으로 돌출된 회전용 손잡이(3)와 벽체배수판(B)에 결합 후 이탈을 방지하도록 소정의 넓이를 갖는 지지판(2)이 수평으로 형성된다. 또한, 상기 지지판(2)의 하부로부터 소정의 간격을 두고 수평의 밀착판(1)이 회전몸체(6)의 둘레에 거쳐 형성된다. 따라서 지지판(2)과 밀착판(1) 사이에는 공간(5)이 형성된다.The rotating body 6 is composed of a circular body having a through hole 7 in the center as shown in Figs. 2a and 2b. Both sides of the upper body is horizontally formed with a support plate (2) having a predetermined width to prevent separation after coupling to the rotating handle (3) and the wall drainage plate (B) vertically projected to hold by hand when adjusting the height. . In addition, a horizontal contact plate 1 is formed through the circumference of the rotating body 6 at a predetermined interval from the lower portion of the support plate 2. Therefore, the space 5 is formed between the support plate 2 and the contact plate 1.

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그리고 상기 회전몸체(6)의 관통공(7) 내주연에는 도 2b에 도시된 바와 같이 서로 마주보는 양측에 후술할 고정몸체(10)가 삽입되어 상하조절시 정지기능을 갖는 나사산 걸림턱 돌기(4)가 형성되고 걸림턱 돌기(4)가 없는 부위에는 자연스럽게 슬라이딩홈(8)이 서로 마주보게 형성된다.And in the inner periphery of the through hole 7 of the rotating body 6, as shown in Figure 2b is inserted into the fixing body 10 to be described later on both sides facing each other threaded projection projection having a stop function when the vertical adjustment ( 4) is formed and the sliding groove (8) is naturally formed to face each other in the portion without the locking projection (4).

상기 고정몸체(10)는 도 3a, 3b에 도시된 바와 같이 원통의 몸통으로 이루어지되 상부로부터 못박음 기구(무도시)가 들어갈 수 있는 개구공(16)이 상부로 개방되게 형성되고 바닥(15)은 밀폐되며 바닥(15)의 중앙에 못구멍(13)이 형성된다. 또한, 몸통 외부 둘레에는 상기 회전몸체(6)에 형성된 슬라이딩홈(8)과 걸림턱돌기(4)와 서로 결합하기 위해 대응되는 위치에 슬라이딩홈(12)과 걸림턱돌기(11)가 상단에서 하단 정지턱(14)까지 형성된다.
한편, 상하수직이동지지발(W)이 결합할 벽체배수판(B)은 종래와 동일한 구조를 갖되, 지지부(30)의 중앙에 형성된 결합공(50)의 양측에 지지판(2)이 끼워질 수 있도록 지지판(2)과 동일한 모양을 갖는 홈이 형성된다.
The fixing body 10 is made of a cylindrical body as shown in Figures 3a, 3b, but is formed so that the opening hole 16 into which the nailing mechanism (not shown) can enter from the top to open to the top and the bottom 15 ) Is sealed and a nail hole 13 is formed in the center of the bottom 15. In addition, the outer circumference of the body in the corresponding position to engage with the sliding groove 8 and the locking projections (4) formed on the rotating body 6, the sliding groove 12 and the locking projections (11) at the top The lower stop jaw 14 is formed.
On the other hand, the wall drainage plate (B) to be coupled to the vertical and vertical movable support (W) has the same structure as the prior art, the support plate 2 can be fitted to both sides of the coupling hole 50 formed in the center of the support portion 30 A groove having the same shape as that of the support plate 2 is formed.

이와같은 구조로 이루어진 본 고안의 상하수직이동지지발의 결합 방법과 시공과정을 상세히 설명한다.It will be described in detail the coupling method and construction process of the vertical and vertical movable support of the present invention made of such a structure.

먼저, 도 1a, 1b에 도시된 바와 같이 회전몸체(6)의 중앙 관통공(7) 내에 서로 마주보며 형성된 걸림턱돌기(4)를 고정몸체(10)의 슬라이딩홈(12)에 대고 수직으로 밀며 삽입하면 삽입이 이루어지는데, 원하는 위치에서 회전몸체(6)를 반회전 하면 걸림턱돌기(4, 11)끼리 중첩되며 결합이 이루어진다.First, as illustrated in FIGS. 1A and 1B, the locking jaw protrusions 4 formed to face each other in the central through hole 7 of the rotating body 6 are perpendicular to the sliding groove 12 of the fixed body 10. Insertion is made by pushing and inserting, but when the rotary body 6 is rotated halfway at a desired position, the locking projections 4 and 11 are overlapped with each other and the coupling is performed.

이렇게 결합된 상하수직이동지지발(W)은 고정몸체(10)의 길이가 길어도 슬라이딩홈을 따라 쉽게 수직 이동되고 반회전만으로도 결합이 이루어지기 때문에 수 회 내지 수십 회를 회전하지 않고도 간단하게 시공할 수 있다.The vertical movement support feet (W) combined in this way are easily vertically moved along the sliding groove even though the length of the fixed body 10 is long and can be simply installed without rotating several times to tens of times because the coupling is made only by half rotation. Can be.

상기와 같이 결합된 상하수직이동지지발(W)을 벽체배수판(B)에 결합하고자 할 경우에는 도 5에 도시된 바와 같이 벽체배수판(B)의 결합공(50) 배면에 회전몸체(6)를 위치시킨 상태에서 양 지지판(2)이 결합공(50)의 양 홈에 대응되게 위치시켜 삽입하고 반회전 시키면 밀착판(1)과 지지판(2) 사이에 벽체배수판(B)의 지지부(30)가 끼워져 결합이 완성된다.When the vertical vertical movable support (W) coupled as described above is to be coupled to the wall drainage plate (B), as shown in Figure 5 the rotating body 6 on the back of the coupling hole 50 of the wall drainage plate (B) When both support plates 2 are positioned to correspond to both grooves of the coupling hole 50 and inserted and rotated in half, the support portion 30 of the wall drainage plate B is disposed between the contact plate 1 and the support plate 2. ) Is inserted to complete the joining.

이렇게 결합된 벽체배수판(B)을 지하벽체(G)에 토목용 측정기를 이용 부착할 기준선 위치를 표시하고 타정공구로 못을 박아 연속 결합 시공한다.This combined wall drainage plate (B) to the basement wall (G) by using a civil measuring device to indicate the location of the baseline and nailed with a tableting tool to construct a continuous bond.

시공이 완료된 후 평활도가 균일하지 않을 경우 회전몸체(6)의 손잡이(3)를 잡고 반회전 하면 고정된 결합부가 풀린다. 이때 평면을 재조절 한 후 평면 위치에서 반회전 시키면 다시 결합되어 균일한 동일평면으로 평활도를 맞출 수 있다.If the smoothness is not uniform after the construction is completed, holding the handle (3) of the rotating body (6) and rotates halfway to loosen the fixed coupling. At this time, if the plane is re-adjusted and then rotated halfway from the plane position, the plane can be recombined to adjust the smoothness to a uniform coplanar surface.

또한, 시공된 벽체배수판(B)을 다시 교체하고자 할 때는 위와 같은 방법으로 탈착이 용이하므로 일반인도 손쉽게 교체 시공할 수 있는 장점이 있다.In addition, when you want to replace the constructed wall drainage plate (B) again because it is easy to remove in the above manner there is an advantage that can be easily replaced by the public.

도 1a는 본 고안에 따른 상하수직이동지지발을 도시한 결합 평면도.Figure 1a is a plan view showing a vertical vertical support jib according to the present invention.

도 1b는 본 고안에 따른 상하수직이동지지발을 도시한 결합 단면도.Figure 1b is a combined cross-sectional view showing the vertical vertical support jib according to the present invention.

도 2a는 본 고안에 따른 회전몸체의 구조를 도시한 평면도.
도 2b는 본 고안에 따른 회전몸체의 구조를 도시한 측단면도.
도 3a는 본 고안에 따른 고정몸체의 구조를 도시한 평면도.
도 3b는 본 고안에 따른 고정몸체의 구조를 도시한 측면도.
Figure 2a is a plan view showing a structure of a rotating body according to the present invention.
Figure 2b is a side cross-sectional view showing the structure of a rotating body according to the present invention.
Figure 3a is a plan view showing a structure of a fixed body according to the present invention.
Figure 3b is a side view showing the structure of the fixed body according to the present invention.

도 4는 본 고안에 따른 벽체배수판을 도시한 구조도.Figure 4 is a structural diagram showing a wall drainage plate according to the present invention.

도 5는 본 고안에 따른 상하수직이동지지발의 사용상태도.
도 6은 종래에 따른 벽체배수판의 높낮이 조절 사용상태도.
Figure 5 is a state of use of the vertical vertical support jib according to the present invention.
Figure 6 is a height adjustment using state of the wall drainage plate according to the prior art.

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

w. 상하수직이동지지발 B. 벽체배수판w. Vertical vertical support B. Wall drainage plate

G. (벽)콘크리트 H. 못G. (Wall) Concrete H. Nail

1. 밀착판 2. 지지판 3. 손잡이1. Contact plate 2. Support plate 3. Handle

4.걸림턱돌기 5. 공간 6. 회전몸체4.Jumping projections 5. Space 6. Rotating body

7. 관통공 8. 슬라이딩홈7. Through hole 8. Sliding groove

10. 고정몸체 11. 걸림턱돌기 12. 슬라이딩홈10. Fixed body 11. Hanging projection 12. Sliding groove

13. 못구멍 14. 정지턱 15. 바닥13. Nail Hole 14. Stop Jaw 15. Bottom

16. 개구공 30. 지지부 40. 수나사16. Opening hole 30. Supporting part 40. Male thread

41. 암나사 50. 결합공41. Female thread 50. Coupling hole

Claims (1)

벽체배수판(B)의 지지부(30) 결합공(50)에 탈착이 용이한 상하수직이동지지발(W)에 있어서,In the vertical and vertical movable support feet (W) that are easily detachable to the support portion 30, the coupling hole 50 of the wall drainage plate (B), 상기 상하수직이동지지발(W)은,The vertical vertical movement support (W), 몸통 둘레의 외벽 양측에 벽체배수판(B) 이탈 방지용 지지판(2)이 일체로 형성되면서 지지판(2)의 상부에 손잡이(3)가 형성되고, 손잡이(3)의 직 하방에 공간(5)을 두고 밀착판(1)이 형성되며, 몸통 중앙에 형성된 관통공(7) 내주연에는 서로 마주보는 방향으로 나사산 걸림턱 돌기(4) 및 슬라이딩홈(8)이 번갈아가며 형성된 회전몸체(6)와;While the support plate 2 for preventing the wall drainage plate B from being separated is formed integrally on both sides of the outer wall around the body, the handle 3 is formed on the upper portion of the support plate 2, and the space 5 is directly below the handle 3. In the periphery of the through hole 7 formed in the center of the body, the threaded jaw projection 4 and the sliding groove 8 are alternately formed in the direction of facing each other. ; 회전몸체(6)의 관통공(7) 내에 삽입되어 수직으로 상하 높낮이 조절이 되도록 회전몸체(6)의 나사산 걸림턱 돌기(4) 및 슬라이딩홈(8)과 서로 대응되는 나사산 걸림턱돌기(11) 및 슬라이딩홈(12)이 번갈아가며 원형의 몸통 외벽에 형성되고, 몸통으로 못타정 공구가 들어갈 수 있도록 상부로 개방된 개구공(16)이 형성되며, 바닥(15)에 못구멍(13)이 형성된 고정몸체(10)로; 구성된 것을 특징으로 하는 상하수직이동지지발.The thread locking projection 11 is inserted into the through hole 7 of the rotating body 6 and corresponds to the thread locking projections 4 and the sliding groove 8 of the rotating body 6 so that the vertical height is vertically adjusted. ) And sliding grooves 12 are alternately formed on the outer wall of the circular body, the opening hole 16 is opened to the top to enter the nailing tool into the body, the nail hole 13 in the bottom (15) A fixed body 10 formed therein; Vertical vertical movement support feet, characterized in that configured.
KR2020080009023U 2008-07-07 2008-07-07 Vertical vertical support KR200452988Y1 (en)

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100650395B1 (en) 2006-06-09 2006-11-30 엄계현 Inside well for underground structure with horizontal control

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100650395B1 (en) 2006-06-09 2006-11-30 엄계현 Inside well for underground structure with horizontal control

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