KR100377869B1 - Drainage panel for underground wall and construction method using the same - Google Patents
Drainage panel for underground wall and construction method using the same Download PDFInfo
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- KR100377869B1 KR100377869B1 KR10-1999-0050915A KR19990050915A KR100377869B1 KR 100377869 B1 KR100377869 B1 KR 100377869B1 KR 19990050915 A KR19990050915 A KR 19990050915A KR 100377869 B1 KR100377869 B1 KR 100377869B1
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- double wall
- panel
- wall panel
- embossed
- panels
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
Abstract
본 발명은 이중벽패널에 관한 것이다. 더욱 구체적으로 거푸집과 지하이중벽으로 동시에 사용이 가능한 이중벽패널에 관한 것이다.The present invention relates to a double wall panel. More specifically, the present invention relates to a double wall panel that can be used simultaneously as a formwork and a double underground wall.
본 발명의 이중벽패널은 두 개의 엠보싱 패널, 상기 두 개의 엠보싱 패널 사이에 충전되는 단열재 및 두 개의 보강재로 구성된다. 상기 엠보싱 패널은 표면에 요철이 형성되어 있고, 수직으로 세워져 두 개가 마주보도록 평행하게 설치된다. 상기 단열재는 상기 두 개의 엠보싱 패널 사이의 중공에 충전되며, 주로 폴리우레탄폼을 사용한다. 상기 보강재는 직물 또는 연결철망을 이용하여 상기 두 개의 엠보싱 패널의 외면에 각각 부착된다. 상기 모르터는 본 발명의 이중벽패널에 일체로 형성될 수도 있으며, 상기 두 개의 패널 중 건물의 내부 쪽으로 향하는 엠보싱 패널의 보강재 위로 마감되어 상기 엠보싱 패널의 요철 사이에 충진된다.The double wall panel of the present invention is composed of two embossed panels, an insulating material filled between the two embossed panels, and two reinforcement materials. The embossing panel has irregularities formed on the surface thereof, and is vertically installed so that the two embossing panels are parallel to each other. The insulation is filled in the hollow between the two embossed panels, mainly using polyurethane foam. The stiffeners are attached to the outer surfaces of the two embossing panels, respectively, using woven or connecting wire mesh. The mortar may be integrally formed in the double wall panel of the present invention, which is finished over the reinforcement of the embossed panel toward the interior of the building, and filled between the unevenness of the embossed panel.
본 발명의 이중벽패널의 거푸집으로 사용이 가능하고, 상기 거푸집으로 사용한 패널을 철거하지 않고 그대로 이용하여 별도의 거푸집 설치공정 및 비용과 철거공정 및 비용을 줄여준다. 또한 종래의 이중벽과 비교하여 배수성능이 우수하고, 지하의 유효공간을 넓혀주며, 별도의 이중벽을 설치하지 않아 공정과 공기가 줄어든다. 그리고 미리 공장제작하여 종래의 칸막이벽과 같이 설치가 간편하다.It is possible to use as a formwork of the double wall panel of the present invention, by using the panel used as the formwork without dismantling separate formwork installation process and cost and demolition process and cost. In addition, compared with the conventional double wall, the drainage performance is excellent, and the effective space in the basement is expanded, and a separate double wall is not installed, thereby reducing the process and air. In addition, the factory is manufactured in advance, and the installation is easy, as in the conventional partition wall.
Description
본 발명은 이중벽패널에 관한 것이다. 더욱 구체적으로 거푸집과 지하이중벽으로 동시에 사용이 가능한 이중벽패널에 관한 것이다.The present invention relates to a double wall panel. More specifically, the present invention relates to a double wall panel that can be used simultaneously as a formwork and a double underground wall.
방수하자나 결로를 막기 위해서 설치하는 종래의 지하이중벽을 설명하면 다음과 같다.Referring to the conventional underground double wall installed in order to prevent waterproofing or condensation as follows.
먼저 거푸집을 설치하고 콘크리트를 타설하여 양생한 후 거푸집을 해체하고 지하옹벽을 완성한다. 이어서 상기 지하옹벽과 일정간격을 띄워서 방수턱을 설치하고 상기 방수턱 위에 주로 벽돌이나 블록 또는 경량패널(ALC) 등을 쌓고 미장함으로써 지하이중벽을 설치하였다.First, formwork is installed and concrete is cured, then the formwork is dismantled to complete the basement retaining wall. Subsequently, a watertight chin was installed by spaced apart from the basement retaining wall, and the underground double wall was installed by laying and plastering bricks, blocks or lightweight panels (ALC) mainly on the watertight chin.
상술한 종래의 지하이중벽은 지하옹벽과 별도로 설치하므로, 조적공이 하나하나 차례로 벽돌이나 블록 등을 쌓는 공정이 필요하고, 이로 인하여 그만큼 공기가 늘어나는 단점이 있다. 또한 지하구조체로 스며든 물이 상기 지하이중벽에 닿지 않도록 일정간격을 띄어서 지하이중벽을 시공하므로 유효공간이 줄어들며, 조적시공이 끝난 후, 미장 및 칠 등의 마감처리를 해야 하므로 공정이 복잡하고 시공비 및 재료비가 많이 소요되는 문제점이 있다.Since the above-described conventional underground double wall is installed separately from the underground retaining wall, the masonry requires a process of stacking bricks or blocks one by one, and thus, the air increases. In addition, since the underground double wall is constructed at regular intervals so that water penetrated into the underground structure does not reach the underground double wall, the effective space is reduced, and after the construction of the masonry, the finishing process such as plastering and painting is complicated, There is a problem that a lot of material costs.
본 발명의 목적은 지하옹벽의 거푸집으로 사용이 가능하고, 상기 거푸집으로 사용한 패널을 철거하지 않고 그대로 이용하여 별도의 거푸집 설치공정 및 비용과 철거공정 및 비용을 줄여주는 이중벽패널을 제공하는 것이다.An object of the present invention is to provide a double wall panel that can be used as a form of the basement retaining wall, and to reduce the separate form installation process and costs and the demolition process and costs by using the panel used as the form without removing the form.
본 발명의 다른 목적은 종래의 이중벽과 비교하여 배수성능이 우수하고, 지하의 유효공간을 넓혀주며, 별도의 이중벽을 설치하지 않아 공정과 공기가 줄어드는 이중벽패널을 제공하는 것이다.Another object of the present invention is to provide a double wall panel having excellent drainage performance compared to the conventional double wall, widening the effective space in the basement, and reducing the process and air by installing a separate double wall.
본 발명의 또 다른 목적은 미리 공장제작하여 설치가 간편한 이중벽패널을 제공하는 것이다.Still another object of the present invention is to provide a double wall panel that is easy to install by factory manufacturing in advance.
도1은 엠보싱 패널의 제1구체예의 사시도이다.1 is a perspective view of a first embodiment of an embossed panel.
도2는 본 발명의 이중벽패널의 제1구체예의 사용상태도이다.Fig. 2 is a state diagram of use of the first embodiment of the double wall panel of the present invention.
도3은 엠보싱 패널의 제2구체예의 사시도이다.3 is a perspective view of a second embodiment of the embossed panel.
도4는 본 발명의 이중벽패널의 제2구체예의 사용상태도이다.4 is a use state diagram of a second embodiment of the double wall panel of the present invention.
<도면의 부호에 대한 간단한 설명><Short description of the symbols in the drawings>
1: 이중벽패널 2: 엠보싱 패널1: double wall panel 2: embossing panel
3: 단열재 4: 보강재3: insulation 4: reinforcement
5: 모르터5: mortar
도면에 따라 본 발명을 설명한다.The present invention will be described with reference to the drawings.
도1 및 도2는 각각 엠보싱 패널의 제1구체예의 사시도 및 본 발명의 이중벽패널의 제1구체예의 사용상태도로써, 본 발명의 이중벽패널(1)은 두 개의 엠보싱 패널(2), 상기 두 개의 엠보싱(2) 패널 사이에 충전되는 단열재(3) 및 두 개의 보강재(4)로 구성된다.1 and 2 are respectively a perspective view of a first embodiment of an embossed panel and a use state diagram of a first embodiment of a double wall panel of the present invention, wherein the double wall panel 1 of the present invention includes two embossed panels 2, It consists of a heat insulator 3 and two reinforcements 4 which are filled between the embossing 2 panels.
엠보싱 패널(2)은 주로 합성수지를 이용하여 제작되며, 표면에는 원기둥 형상의 요철이 다수개 형성된다. 상기 요철은 도1과 같이 상부로 갈수록 반경이 줄어드는 원기둥 형상으로 제작할 수도 있고, 후에 미장마감할 때 모르터(5)와의 접착력을 증대시킬 수 있도록 도3와 같이 상부로 갈수록 반경이 늘어나는 원기둥으로도 제작하여 도브테일과 같이 작용하도록 할 수도 있다. 또한 요철사이로 배수될 수 있는 어느 정도의 공간이 형성되고, 후에 마감되는 모르터(5)와의 결합력을 증대시킬 수 있다면 어떠한 형상도 가능하다.The embossing panel 2 is mainly manufactured using synthetic resin, and a plurality of columnar irregularities are formed on the surface. The irregularities may be manufactured in a cylindrical shape in which the radius decreases toward the upper portion as shown in FIG. 1, or may be manufactured in a cylinder in which the radius increases toward the upper portion as shown in FIG. It can also act like a dovetail. In addition, any shape is possible as long as a certain amount of space is formed to drain between the irregularities, and the bonding force with the mortar 5 to be finished later can be increased.
단열재(3)는 상기 두 개의 엠보싱 패널(2)사이에 충전되어, 상기 두 개의 엠보싱 패널(2)을 고정시켜주는 역할을 하며, 주로 폴리우레탄폼을 사용하여 내부에 공극이 형성되는 허니콤(honey comb)형태로 제작된다. 이는 지하이중벽으로써의 구조적 성능을 높여주어 본 발명의 이중벽패널(1)이 휘지 않도록 하며, 단열성능및 차음 성능을 높여주는 역할을 한다.The heat insulating material 3 is filled between the two embossing panels 2, and serves to fix the two embossing panels 2, and a honeycomb having a void formed therein mainly using polyurethane foam ( honey comb). This increases the structural performance as the underground double wall so that the double wall panel 1 of the present invention is not bent, and serves to increase the insulation performance and sound insulation performance.
보강재(4)는 주로 직포나 부직포 또는 유리섬유와 같은 직물이나 와이어 메쉬 또는 익스펜디드 메탈과 같은 연결철망을 이용하며, 상기 두 개의 엠보싱 패널의 외면에 접착재나 스테플러 등의 연결수단을 사용하여 부착된다. 상기 보강재(4) 중에서, 지하옹벽 쪽 보강재(4)는 콘크리트 타설시 상기 콘크리트에 얇게 묻혀서 본 발명의 이중벽패널(1)을 상기 지하옹벽에 단단히 고정시키는 역할을 하며, 콘크리트가 상기 엠보싱 패널(2)의 요철사이로 들어오는 것을 막는 역할을 한다. 건물의 내부 쪽 보강재(4)는 미장으로 마감된 모르터(5)가 갈라지는 것을 막기 위한 것으로써, 후에 마감되는 모르터(5)가 통과하여 엠보싱 패널(2)의 요철사이에 채워져서 일체로 형성되므로 상기 엠보싱 패널(2)이 휘는 것을 막는다. 특히, 상기 모르터(5)는 수지를 섞어 사용하는 것이 바람직하다. 왜냐하면 무기질인 상기 모르터(5)와 유기질인 수지가 상호작용하여 균열을 막아주기 때문이다.The reinforcement 4 mainly uses a fabric such as woven or nonwoven fabric or glass fiber or a connecting wire mesh such as wire mesh or expanded metal, and is attached to the outer surfaces of the two embossing panels using an adhesive or a stapler. do. Among the reinforcing materials (4), the basement retaining wall side reinforcing material (4) is buried thinly in the concrete when placing concrete serves to secure the double wall panel (1) of the present invention to the basement retaining wall, the concrete is embossed panel (2) It prevents from coming in between unevenness. Internal reinforcement (4) of the building is to prevent the mortar (5) finished by the plastering to be cracked, the mortar (5) to be finished after passing through the filling between the irregularities of the embossing panel (2) is formed integrally The embossing panel 2 is prevented from bending. In particular, the mortar (5) is preferably used by mixing the resin. This is because the inorganic mortar 5 and the organic resin interact with each other to prevent cracking.
본 발명의 이중벽패널(1)을 이용한 지하이중벽 설치방법은 다음과 같다.The underground double wall installation method using the double wall panel 1 of the present invention is as follows.
미리 일정한 규격으로 공장제작된 본 발명의 이중벽패널(1)을 지하옹벽 설치장소에 옮긴다. 이어서 상기 이중벽패널(1)을 지하옹벽 거푸집으로 대용하여 설치를 한 후 콘크리트를 타설하고, 상기 이중벽패널(1)의 보강재(4) 중 건물의 내부 쪽으로 향하는 보강재(4) 위를 모르터(5)로 마감하여 엠보싱 패널(2)의 요철사이를 충진하고 양생하면 지하이중벽 설치는 완료된다.The double wall panel 1 of the present invention manufactured to a predetermined standard in advance is transferred to an underground retaining wall installation place. Subsequently, the double wall panel 1 is replaced with an underground retaining wall formwork, and concrete is poured thereon, and a mortar 5 is placed on the reinforcing material 4 toward the inside of the building among the reinforcing materials 4 of the double wall panel 1. Finishing the filling and curing between the irregularities of the embossed panel (2) is completed underground double wall installation.
본 발명의 이중벽패널(1)은 상술한 것과 같이, 모르터(5) 마감을 설치 후에 할 수도 있지만, 공장제작시 상기 이중벽패널(1)의 건물의 내부 쪽으로 향하는 엠보싱 패널(2)의 보강재(4) 위로 마감되도록 상기 엠보싱 패널(2)의 요철 사이에 모르터(5)를 충진하여 일체로 형성할 수 있다.As described above, the double wall panel 1 of the present invention may be provided after finishing the mortar 5, but the reinforcing member 4 of the embossed panel 2 facing toward the inside of the building of the double wall panel 1 at the time of factory manufacture. Filling the mortar (5) between the unevenness of the embossing panel (2) so as to finish over) can be formed integrally.
상술한 이중벽패널(1)을 이용한 지하이중벽 설치방법은 다음과 같다.The underground double wall installation method using the double wall panel 1 described above is as follows.
미리 모르터(5)가 마감되도록 공장제작된 본 발명의 이중벽패널(1)을 지하옹벽 설치장소에 옮긴다. 이어서 상기 이중벽패널(1)을 지하옹벽 거푸집으로 대용하여 설치를 한 후, 콘크리트를 타설하고 양생하면 이중벽 설치는 완료된다.The double wall panel 1 of the present invention, which is factory manufactured so that the mortar 5 is finished, is transferred to the underground retaining wall installation place. Subsequently, the double wall panel 1 is installed as a base retaining wall formwork, and then, when concrete is poured and cured, the double wall installation is completed.
본 발명의 이중벽패널(1)은 지하옹벽 시공 당시에는 일단 거푸집으로 사용되며, 상기 지하옹벽이 설치된 이후에는 지하옹벽의 틈으로 스며들어온 물이 지하옹벽 쪽 보강재(4)를 통과하여 엠보싱 패널(2)의 요철 사이를 통해 하부의 트렌치 또는 바닥배수판 하부로 유도되도록 하는 역할을 한다.The double wall panel 1 of the present invention is used as a formwork at the time of construction of the underground retaining wall, and after the underground retaining wall is installed, the water penetrating into the gap of the underground retaining wall passes through the reinforcing material toward the underground retaining wall 4 to emboss the panel 2. ) Serves to guide the lower trench or bottom drain plate through the irregularities.
본 발명의 이중벽패널의 거푸집으로 사용이 가능하고, 상기 거푸집으로 사용한 패널을 철거하지 않고 그대로 이용하여 별도의 거푸집 설치공정 및 비용과 철거공정 및 비용을 줄여준다. 또한 종래의 이중벽과 비교하여 배수성능이 우수하고, 지하의 유효공간을 넓혀주며, 별도의 이중벽을 설치하지 않아 공정과 공기가 줄어든다. 그리고 미리 공장제작하여 종래의 칸막이벽과 같이 설치가 간편하다.It is possible to use as a formwork of the double wall panel of the present invention, by using the panel used as the formwork without dismantling separate formwork installation process and cost and demolition process and cost. In addition, compared with the conventional double wall, the drainage performance is excellent, and the effective space in the basement is expanded, and a separate double wall is not installed, thereby reducing the process and air. In addition, the factory is manufactured in advance, and the installation is easy, as in the conventional partition wall.
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KR10-1999-0050915A KR100377869B1 (en) | 1999-11-16 | 1999-11-16 | Drainage panel for underground wall and construction method using the same |
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KR10-1999-0050915A KR100377869B1 (en) | 1999-11-16 | 1999-11-16 | Drainage panel for underground wall and construction method using the same |
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Citations (1)
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JPH04161699A (en) * | 1990-10-26 | 1992-06-05 | K F C:Kk | Execution of coating tunnel with concrete tunnel |
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JPH04161699A (en) * | 1990-10-26 | 1992-06-05 | K F C:Kk | Execution of coating tunnel with concrete tunnel |
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