KR0118340Y1 - Jointing method for wall and slab - Google Patents
Jointing method for wall and slabInfo
- Publication number
- KR0118340Y1 KR0118340Y1 KR2019940031791U KR19940031791U KR0118340Y1 KR 0118340 Y1 KR0118340 Y1 KR 0118340Y1 KR 2019940031791 U KR2019940031791 U KR 2019940031791U KR 19940031791 U KR19940031791 U KR 19940031791U KR 0118340 Y1 KR0118340 Y1 KR 0118340Y1
- Authority
- KR
- South Korea
- Prior art keywords
- concrete wall
- slab
- coating layer
- body portion
- bent
- Prior art date
Links
- 239000011247 coating layer Substances 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 claims abstract description 10
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 10
- 239000000057 synthetic resin Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 abstract description 4
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000006260 foam Substances 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005538 encapsulation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
본 고안은 먼저 시공되는 콘크리트벽체에 나중 시공되는 슬라브를 일체로 연결시공할 수 있도록하여 주는 연결철물매립구조에 관한 것으로서, 전체적으로 직육면체로 형성되며 발포성합성수지로 제작되는 몸체부(10)와, 상기 몸체부(10)의 일측면에는 매립부(21)가 돌출되고 내부에는 구부림부(22)가 구부러져 배치되는 지지철근(20)과, 상기 몸체부(10)의 외면에 박리성재질이 피복되는 피막층(30)으로 구성되어지도록 함을 특징으로 하는 것이다.The present invention relates to a connection hardware embedded structure that allows the first construction of the slab to be integrally connected to the concrete wall to be constructed, the body portion 10 is formed of a rectangular parallelepiped and made of a foamed synthetic resin, and the body A buried portion 21 protrudes on one side of the portion 10 and a support reinforcing bar 20 in which a bent portion 22 is bent and disposed therein, and a coating layer coated with a peelable material on an outer surface of the body portion 10. It characterized in that it is composed of (30).
Description
제1도는 종래의 사용상태를 도시한 것으로써,Figure 1 shows a conventional use state,
(a)는 콘크리트벽체에 매립된 상태를 도시한 단면도(a) is a sectional view showing a state of being embedded in a concrete wall
(b)는 몸체부가 탈리된 상태를 도시한 단면도(b) is a cross-sectional view showing a state in which the body portion is detached
(c)는 슬라브배근철근과 연결된 상태를 도시한 단면도(c) is a sectional view showing the state connected with the slab rebar
제2도는 본 고안의 일부절개된 사시도2 is a partially cutaway perspective view of the present invention
제3도는 제2도의 일측단면도3 is a cross-sectional side view of FIG.
제4도는 본 고안의 사용상태를 도시한 것으로써,Figure 4 shows the state of use of the subject innovation,
(a)는 콘크리트벽체에 매립된 상태를 도시한 단면도(a) is a sectional view showing a state of being embedded in a concrete wall
(b)는 몸체부가 탈리된 상태를 도시한 단면도(b) is a cross-sectional view showing a state in which the body portion is detached
(c)는 슬라브배근철근과 연결된 상태를 도시한 단면도(c) is a sectional view showing the state connected with the slab rebar
*도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1:연결철물매립구조 2:콘크리트벽체1: connecting structure embedded structure 2: concrete wall
3:슬라브 10:몸체부3: slab 10: body part
20:지지철근 21:매립부20: support steel 21: buried part
22:구부림부 30:피막층22: bend part 30: film layer
본 고안은 먼저 시공되는 콘크리트벽체에 나중 시공되는 슬라브를 일체로 연결시공할 수 있도록하여 주는 연결철물매립구조에 관한 것이다.The present invention relates to a connection hardware embedded structure that allows the first construction of the slab to be connected to the concrete wall to be integrally connected.
일반적으로 연결철물매립구조는 제1도 (a)에서 도시되는 바와같이, 전체적으로 직육면체의 형상을 가지면서 발포성 합성수지로 성형되는 발포스티렌 패널로 제작되는 몸체부(10)와, 상기 몸체부(10)의 일측면에는 먼저 시공되는 콘크리트벽체(2)에 매립되는 매립부(21)가 돌출되고 내부에는 구부림부(22)가 구부러져 배치되는 지지철근(20)으로 구성되었다.In general, as shown in FIG. 1 (a), the connection hardware embedding structure has a body portion 10 made of a foamed styrene panel formed of a foamed synthetic resin having a shape of a rectangular parallelepiped, and the body portion 10. One side of the buried portion 21 is buried in the concrete wall (2) to be constructed first was formed of a supporting reinforcing bar 20 is arranged to be bent in the bent portion 22 therein.
이와같이 구성되는 종래의 것은 제1도 (a)에서 도시되는 바와같이 지지철근의 매립부(21)와 함께 몸체부의 일측면이 콘크리트벽체(2)에 매립되고, 몸체부의 타측면은 콘크리트벽체(2)의 외면에 접하도록 배치된다. 그리고 콘크리트벽체(2)가 완성되면 제1도 (a) 및 (b)에서 도시되는 바와같이 몸체부(10)를 탈리시키고 구부려진 연결철물(10)의 구부림부(12)를 곧게 펼쳐서 슬라브(3)의 배근철근(4)에 정착시켜서 콘크리트를 타설하여 콘크리트벽체(2)와 슬라브(3)를 상호 일체로 시공되도록 하였다.In the related art, as shown in FIG. 1A, one side of the body part is embedded in the concrete wall 2 together with the buried part 21 of the support rebar, and the other side of the body part is the concrete wall 2. It is arranged to contact the outer surface of the). And when the concrete wall (2) is completed, as shown in Figures 1 (a) and (b) detach the body portion 10 and straighten the bent portion 12 of the bent connection hardware 10 to straighten the slab ( The concrete was placed in the reinforcing bar (4) of 3) and the concrete wall 2 and the slab 3 were constructed integrally with each other.
이와같이 시공되는 종래의 연결철물매립구조는 몸체부(10)가 발포성 합성수지로 성형되는 발포스티렌 패널로 구성되기 때문에 제1도 (a) 및 (b)에서 도시되는 바와같이 미경화콘크리트와 일체로 부착되어 몸체부 탈리시 완전탈리가 되지 않고 몸체부의 조각(10a)들이 콘크리트벽체(20)에 달라붙어 있을 뿐만 아니라 완전탈리가 되지않는 상태에서 슬라브(3)를 시공할 때 슬라브와 콘크리트벽체간에 부착력이 현저히 떨어져 전체적인 건축물의 구조적강도가 매우 불안정하게 되는 문제점이 있었다.The conventional connection steel embedded structure constructed as described above is integrally attached to the uncured concrete as shown in FIGS. 1A and 1B because the body portion 10 is made of a foamed styrene panel formed of a foamable synthetic resin. When the detachment of the body part does not become complete detachment and the pieces 10a of the body part adhere to the concrete wall 20 as well as the adhesion force between the slab and the concrete wall when the slab 3 is constructed in a state in which it is not completely detached. There was a problem that the structural strength of the whole building is very unstable significantly dropped.
본 고안의 목적은 몸체부의 탈리를 용이하게 하여 주면서도 콘크리트벽체와 슬라브간의 상호 부착력을 증대하여 주는 연결철물매립구조를 제공하는 데 있다.An object of the present invention is to provide a connection hardware embedded structure that facilitates the detachment of the body portion while increasing the mutual adhesion between the concrete wall and the slab.
이하, 본 고안의 기술적 구성을 상세히 설명하면 다음과 같다.Hereinafter, the technical configuration of the present invention in detail.
본 고안의 연결철물매립구조(1)도 제2도 및 제3도에서 도시하는 바와같이, 전체적으로 직육면체로 형성되며 발포성합성수지로 제작되는 몸체부(10)와, 상기 몸체부(10)의 일측면에는 매립부(21)가 돌출되고 내부에는 구부림부(22)가 구부러져 배치되는 지지철근(20)으로 구성되는 것에 있어서는 종래의 것과 별 다를 바가 없다.As shown in FIG. 2 and FIG. 3, the connection hardware embedding structure 1 of the present invention is formed as a rectangular parallelepiped and is made of a foamed synthetic resin, and one side of the body portion 10. There is no difference from the conventional one in that the buried portion 21 protrudes and the support reinforcement 20 is bent and arranged inside the bent portion 22.
단, 본 고안은 상기 몸체부(10)의 외면에 박리성재질이 피복되는 피막층(30)으로 구성되어지도록 하여 몸체부(10)와 피막층(30)이 용이하게 탈리되도록 함을 특징으로 한다.However, the present invention is characterized in that the body portion 10 and the coating layer 30 is easily detached by being composed of a coating layer 30 is coated with a peelable material on the outer surface of the body portion 10.
여기에서, 상기 몸체부(10)의 외면에 박리성재질을 가지는 피막층(30)이 피복되도록 하는 이유는 몸체부가 콘크리트벽체(2)시공시 매립될 때 콘크리트벽체에 일체로 부착되는 것을 방지하여 탈리시 탈리가 용이하도록 하여 주면서도 완전탈리가 되어 슬라브와 콘크리트벽체간의 부착강도를 증대시켜 주기 위함이다.The reason why the coating layer 30 having the peelable material is coated on the outer surface of the body part 10 is to prevent detachment by integrally attaching to the concrete wall when the body part is embedded in the construction of the concrete wall 2. This is to increase the adhesion strength between the slab and the concrete wall by allowing the metal to be easily detached and completely detached.
이와같이 구성되는 본 고안은 제4도에서 도시하는 바와같이 종래의 것과 마찬가지로 지지철근의 매립부(21)와 함께 몸체부의 일측면이 콘크리트벽체(2)에 매립되고, 몸체부의 타측면은 콘크리트벽체(2)의 외면에 접하도록 배치된다. 그리고 콘크리트벽체(2)가 완성되면 제4도 (b) 및 (c)에서 도시되는 바와같이 몸체부(10)를 탈리시키고 구부려진 연결철물(10)의 구부림부(12)를 곧게 펼쳐서 슬라브(3)의 배근철근에 정착시켜서 콘크리트를 타설하여 콘크리트벽체(2)와 슬라브(3)를 상호 일체로 시공하는 데 사용되는 것이다.In the present invention configured as described above, as shown in FIG. 4, one side of the body portion is embedded in the concrete wall 2 together with the buried portion 21 of the support rebar, and the other side of the body portion is the concrete wall ( It is arranged to contact the outer surface of 2). And when the concrete wall (2) is completed as shown in Figure 4 (b) and (c) detach the body portion 10 and straighten the bent portion 12 of the bent connection hardware 10 to straighten the slab ( It is used to construct concrete wall (2) and slab (3) integrally with each other by placing concrete in the reinforcing bar of 3).
상기 몸체부(10)는 발포성합성수지로 제작하며 상기에서 설명한 바와같이 제작시 외면이 박리성재질이 피복된 종이로 내부가 텅빈 직육면체의 박스형의 피막층(30)을 만든후, 그 내부에 스프레이로 채워넣는다. 그리고 몸체부(10)는 슬라브 시공시에 탈리한다. 이때 몸체부의 외면에 박리성재질의 피막층(30)이 피복되어 있기 때문에 탈리가 용이한 효과를 가진다.The body part 10 is made of a foamed synthetic resin, and as described above, the outer surface is made of paper coated with a peelable material, and the inside is made of a rectangular parallelepiped box-shaped coating layer 30, and then filled with a spray therein. Put it in. And the body portion 10 is detached at the time of slab construction. At this time, since the coating layer 30 of the peelable material is coated on the outer surface of the body portion, detachment is easy.
상기 지지철근(20)은 제2도 내지 제4도에서 도시되는 바와같이 본 고안의 실시예에서, 매립부(21)가 절곡되 있는 것을 예시해 보여주는 데, 이는 매립부가 콘크리트벽체(2)에 매립되었을 때에 콘크리트벽체의 수직철근(6)에 정착시키도록 하여 부착력을 증대하기 위함이다. 또한 제1도에서 도시되는 바와같이 종래의 것과 마찬가지로 지지철근의 매립부(21)가 각각 한쌍씩 일체로 연결되어 형성될 수도 있음을 밝혀둔다.The support reinforcing bar 20 shows that the buried portion 21 is bent in the embodiment of the present invention, as shown in Figures 2 to 4, which is embedded in the concrete wall (2) This is to increase the adhesive force by being fixed to the vertical reinforcement (6) of the concrete wall when it is embedded. In addition, as shown in FIG. 1, the buried portions 21 of the supporting rebars may be integrally connected to each other by a pair as in the related art.
상기 피막층(30)은 제2도 및 제3도에서 도시되는 바와같이, 제작상 용이하도록 직육면체를 유지할 수 있는 두꺼운 종이로 된 내피(31)와 그 외면에 박리성기름이 칠해진 외피(32)로 구성되는 것을 예시해 보여준다. 즉, 피막층(30)의 외면에 박리성기름이 칠해진 외피(32)가 형성되기 때문에 몸체부(10)를 탈리할 때 몸체부와 일체로 부착된 피막층(30)도 함께 콘크리트벽체로부터 용이하게 탈리되는 효과를 가진다. 몸체부와 피막층이 일체로 부착되는 것은 제작시에 피막층을 이루는 내부가 텅빈 박스형의 상자를 만들어서 그 내부에 발포성합수지로 스프레이 하기 때문에 일체로 부착되는 것이다.As shown in FIGS. 2 and 3, the encapsulation layer 30 is composed of an inner skin 31 made of a thick paper capable of holding a rectangular parallelepiped for ease of manufacture, and an outer skin 32 coated with a peelable oil on its outer surface. Show what is configured. That is, since the outer shell 32 coated with the peelable oil is formed on the outer surface of the coating layer 30, when the body portion 10 is detached, the coating layer 30 integrally attached to the body portion is also easily detached from the concrete wall. Has the effect of becoming. The body portion and the coating layer are integrally attached to each other because the inside of the coating layer is made of an empty box-shaped box and is sprayed with the foamed resin therein.
이와같이 본 고안은 몸체부가 발포성 합성수지로 성형되는 발포스티렌 판넬로 구성되어 미경화콘크리트와 일체로 부착되어 몸체부 탈리시 완전탈리가 곤란하였으며 슬라브와의 부착력이 저하되었던 종래의 것과는 달리, 몸체부 외면에 박리성재질이 피복된 피막층으로 구성되어 있기 때문에 콘크리트벽체와 일체로 부착되는 것을 방지하여 몸체부를 탈리시 탈리가 용이하도록 하여 주면서도 완전탈리가 되기 때문에 콘크리트벽체와 슬라브간의 부착력을 증대하여 주는 작용효과를 가진다.As such, the present invention consists of a foamed styrene panel in which the body part is formed of an expandable synthetic resin, and is integrally attached to the uncured concrete so that it is difficult to completely detach when the body part is detached, and the adhesion to the slab is lowered. Because it is composed of a coating layer coated with peelable material, it prevents from being integrally attached to the concrete wall, so that it is easy to detach when the body part is detached and it is completely detached. Therefore, it has an effect of increasing the adhesion between the concrete wall and the slab. Have
뿐만 아니라, 몸체부가 콘크리트벽체로부터 탈리가 용이하기 때문에 전체적인 작업시간을 단축하여 주는 작용효과를 가지면서도 콘크리트벽체와 슬라브간의 부착력을 증대하여 주기 때문에 전체적인 건축물이 구조적으로 안정된 구조물을 가질 수 있는 작용효과를 가진다.In addition, since the body part is easy to detach from the concrete wall, it has the effect of shortening the overall work time and increases the adhesive force between the concrete wall and the slab, and thus the overall structure has the effect of having a structurally stable structure. Have
한편, 본 고안의 제작방법을 간략히 설명하면 외면이 박리성재질이 피복된 종이로 직육면체의 피막층(30)을 만들고, 상기 피막층의 일측면에 다수개의 철근구멍을 뚫어서 그 철근구멍(31)을 통하여 다수개의 지지철근(20)의 구부림부(22)를 삽입하고, 상기 피막층(30)의 일측마무리부를 열고 피막층내부에 발포성합성수지를 스프레이 등으로 채워 넣음으로써 몸체부(10)를 이루도록 하는 것이 바람직한다. 이때 피막층(30)내부에 발포성합성수지를 스프레이 등으로 채워 넣을 때 지지철근(20)의 구부림부(22)와 피막층(30)의 내면이 몸체부와 일체로 형성된다.On the other hand, briefly explaining the manufacturing method of the present invention to make a coating layer 30 of the rectangular parallelepiped with a paper coated with a peelable material, through a plurality of reinforcing holes on one side of the coating layer through the reinforcing hole 31 It is preferable to form the body portion 10 by inserting the bent portions 22 of the plurality of supporting rebars 20, opening one side finishing portion of the coating layer 30, and filling the foamed synthetic resin with a spray or the like in the coating layer. . At this time, when the foamed synthetic resin is filled into the coating layer 30 with a spray or the like, the bent portion 22 of the supporting rebar 20 and the inner surface of the coating layer 30 are integrally formed with the body portion.
또한, 본 고안은 슬라이딩폼을 이용하여 수직구조체인 콘크리트벽체를 시공하면 편리하다. 왜냐하면 박리성재질로 된 피막층이 콘크리트벽체의 외면에 접하게 되어 피막층(30)과 슬라이딩폼(5)의 내면이 원활하게 미끄러져 올라갈 수 있기 때문이다.In addition, the present invention is convenient to construct a concrete wall that is a vertical structure using a sliding foam. This is because the coating layer made of a peelable material is in contact with the outer surface of the concrete wall, so that the inner surface of the coating layer 30 and the sliding foam 5 can slide smoothly.
이상에서 살펴본 바와같이 본 고안은 발포성합성수지로 제작되는 몸체부의 외면에 박리성재질로 피복된 피막층으로 구성되어 있기 때문에 콘크리트벽체로부터 완전탈리가 용이하며, 콘크리트벽체와 슬라브간의 부착강도를 증대하여 주며, 슬라이딩폼을 원활하게 미끄러져 올라가게 하여주는 매우 유용한 것이다.As described above, the present invention is composed of a coating layer coated with a peelable material on the outer surface of the body made of foamed synthetic resin, so that it is easy to completely detach from the concrete wall, and increases the adhesion strength between the concrete wall and the slab, It is very useful to make the sliding foam slide up smoothly.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019940031791U KR0118340Y1 (en) | 1994-11-29 | 1994-11-29 | Jointing method for wall and slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019940031791U KR0118340Y1 (en) | 1994-11-29 | 1994-11-29 | Jointing method for wall and slab |
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| Publication Number | Publication Date |
|---|---|
| KR960017797U KR960017797U (en) | 1996-06-19 |
| KR0118340Y1 true KR0118340Y1 (en) | 1998-07-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019940031791U KR0118340Y1 (en) | 1994-11-29 | 1994-11-29 | Jointing method for wall and slab |
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| Country | Link |
|---|---|
| KR (1) | KR0118340Y1 (en) |
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1994
- 1994-11-29 KR KR2019940031791U patent/KR0118340Y1/en not_active IP Right Cessation
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| Publication number | Publication date |
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| KR960017797U (en) | 1996-06-19 |
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