KR200189712Y1 - Synthetic resin panel - Google Patents
Synthetic resin panel Download PDFInfo
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- KR200189712Y1 KR200189712Y1 KR2020000004939U KR20000004939U KR200189712Y1 KR 200189712 Y1 KR200189712 Y1 KR 200189712Y1 KR 2020000004939 U KR2020000004939 U KR 2020000004939U KR 20000004939 U KR20000004939 U KR 20000004939U KR 200189712 Y1 KR200189712 Y1 KR 200189712Y1
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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
-
- 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
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
- E04C2/22—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics reinforced
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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
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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
- E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—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 with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
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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
- E04C2002/3477—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 tubular elements parallel to the sheets
Abstract
본 고안은 특히 각종 건설현장에서의 구조물이나 정수처리용 칸막이 벽체로 사용되는 합성수지로 된 패널에 있어서, 상기 패널의 내부에 우수한 지지력과 강도를 유지하는 합성수지 보강재를 내설한 후 좌/우 양 플레이트와의 일체화를 도모하기 위해 용융 접착수지를 충진시킨 개선된 기능의 합성수지 패널인바, 이를 위하여 본 고안은 합성수지로 된 좌/우 한 쌍의 플레이트; 상기 각 플레이트가 상호 일정한 거리폭을 유지한 채 일체화되도록 플레이트의 전/후 양단이 끼워져 보울트 체결되는 꺽임형 결합강재; 상기 각 플레이트의 사이 공간에 복수개로 내설되며, 각각 중공부가 형성된 채 인접 설치되는 보강재; 상기 각 보강재와 플레이트의 사이 공간으로 충진되는 접착수지; 및 상기 각 플레이트의 외주면 상/하단에 길이 방향으로 보울트 체결되며, 평면 중앙에는 장공이 형성된 꺽임형 연결강재가 구비되는 것이다.In particular, the present invention is a panel made of synthetic resin, which is used for various construction sites or partition walls for water treatment treatment, and the left and right plates are formed after the synthetic resin reinforcing material is maintained inside the panel. In order to achieve the integration of the molten adhesive resin is filled with an improved function of the resin panel, for this purpose, the present invention is a pair of left / right plate made of synthetic resin; A bending-type coupling steel to which both ends of the plate are inserted and bolted to each other so that the plates are integrated while maintaining a constant distance width; A plurality of reinforcing members which are installed in a plurality of spaces between the plates and are adjacently installed with hollow portions formed therein; Adhesive resin filled into a space between the reinforcement and the plate; And it is bolted in the longitudinal direction on the top / bottom of the outer circumferential surface of each plate, the center of the plane is provided with a bent connection steel formed with a long hole.
Description
본 고안은 고강도를 유지하는 합성수지 패널에 관한 것으로, 특히 각종 건설현장에서의 구조물이나 칸막이 벽체로 사용되는 합성수지로 된 패널에 있어서, 상기 패널의 내부에 우수한 지지력과 강도를 유지하는 합성수지 보강재를 내설한 후 좌/우 양 플레이트와의 일체화를 도모하기 위해 용융 접착수지를 충진시킨 개선된 기능의 보강재가 내설된 고강도 합성수지 패널에 관한 것이다.The present invention relates to a synthetic resin panel that maintains high strength, and in particular, in a panel made of synthetic resin used as a structure or partition wall in various construction sites, a synthetic resin reinforcement material that maintains excellent support and strength in the interior of the panel The present invention relates to a high-strength synthetic resin panel in which an improved function reinforcing material filled with a molten adhesive resin is provided to facilitate integration with a left / right plate.
일반적으로, 건설현장 등에 사용되는 각종의 구조물 패널이나 혹은 칸막이 벽체(예컨대, 정수처리용 간벽등)는 그 용도에 따라 이에 적합한 재질과 강도를 유지하는 소재를 찾아 성형제작되어 왔으며, 대부분 목재질이 그 주된 소재로 채택된다.In general, various structural panels or partition walls (for example, partition walls for water treatment), which are used in construction sites, have been formed and manufactured in search of materials that maintain suitable materials and strengths according to their use. It is adopted as its main material.
그러나, 목재에 포함된 여러 가지의 구조적인 제반 문제점에 근거하여 값싸고, 가공성형이 우수하면서도 부식없이 장기간의 안정적인 사용을 보장하는 합성수지 패널이 제안되고 있다.However, on the basis of various structural problems included in wood, synthetic resin panels have been proposed that are inexpensive, have excellent processing, and guarantee long-term stable use without corrosion.
그러나 이와 같은 대부분의 패널은 외부로부터 작용되는 하중이나 휨 응력에 따라 변형의 정도가 무시할 수 없을 정도로 커 결과적으로 그 두께폭이 상대적으로 커질 수밖에 없었음으로 과다한 량의 합성수지가 소요되어 결국 원가의 상승을 유발시키고, 고하중이 유지되어 운반 및 시공에 많은 불편함을 야기하였다.However, most of these panels are so large that the degree of deformation is negligible according to the external load or bending stress, and as a result, the thickness width is inevitably large, resulting in an excessive amount of synthetic resin, resulting in an increase in cost. And high loads were maintained, causing a lot of inconvenience in transportation and construction.
이에 따라 특허출원 제 95-7887호를 통해 단면상의 폭방향을 따라 반복적으로 굴곡되는 굴곡판부의 일측면으로 중공부가 형성되게 일측판부를 부착시킨 합성수지 패널이 제안된바 있다.Accordingly, a synthetic resin panel has been proposed through Patent Application No. 95-7887, in which one side plate portion is attached such that a hollow portion is formed on one side of the bending plate portion repeatedly bent along the width direction on the cross section.
그러나, 상기 합성수지 패널이 동일한 조건의 단면적을 가지는 다른 합성수지의 패널에 비하여 그 구조적인 강도가 증대되고, 굴곡판부의 중공부에 의해 합성수지의 사용량을 절감할 수 있다는 유용한 장점에도 불구하고 폭방향으로 가해지는 하중에는 이를 지지해줄 그 어떠한 구조도 마련되지 아니하여 구조의 취약성이 그대로 노출되었다.However, the synthetic resin panel is applied in the width direction in spite of the useful advantage that its structural strength is increased compared to other synthetic resin panels having the same cross-sectional area and the amount of synthetic resin can be reduced by the hollow part of the bent plate part. The losing load did not provide any structure to support it, leaving the fragility of the structure exposed.
따라서, 특허등록 제 174791호“보강재가 삽입된 합성수지 패널 및 그의 제조방법”이 제안된바 있다.Therefore, Patent Registration No. 174791 entitled "Resin panel into which reinforcing material is inserted and its manufacturing method" has been proposed.
위 합성수지 패널은 단면상의 파형을 가지며, 폭방향의 연속반복적으로 굴곡되는 굴곡판부와, 상기 굴곡판부의 일측면에 일정한 간격마다 길이방향으로 중공부들이 형성되면서 일체로 부착되는 일측판부로 구성하되, 상기 굴곡판부의 폭방향으로 일정한 위치마다 가로보강재가 삽입되도록 하여 패널이 폭방향으로 변형됨을 방지할 수 있도록 한 것이다.The synthetic resin panel has a cross-sectional waveform, and consists of a curved plate portion continuously bent in the width direction, and one side plate portion integrally attached to one side surface of the curved plate portion is formed in the longitudinal direction at regular intervals at regular intervals, The horizontal reinforcement is inserted at every predetermined position in the width direction of the curved plate to prevent the panel from being deformed in the width direction.
그러나, 이와 같은 패널은 전술한 패널과 마찬가지로 굴곡판부의 어느 일면으로만 플레이트가 구비되어 합체되는 관계로 전체적으로 내구성과 보강성이 약하였고, 굴곡판부와 플레이트가 단지 밀착 합체되어 있는 관계로 수평상태의 플레이트에서 수직상태로 위치하는 굴곡판부에 의해서만 지지력 및 보강력이 유지되어 하중의 분배에 있어 균일한 분포도를 유지할 수 없다는 문제점을 포함한다.However, such a panel is weak in durability and reinforcement as the panel is provided on only one surface of the bending plate portion, and similarly to the above-described panel, and the curved plate portion and the plate are in close contact with each other. The support plate and the reinforcing force are maintained only by the bent plate portion which is located in the vertical state in the plate, including the problem that it is not possible to maintain a uniform distribution in load distribution.
또한, 칸막이 벽체로 사용할 때 길이를 늘려주거나 혹은 높여줄 경우 각 패널 상호간의 연결구조가 전혀 마련되어 있지 못해 그 연결작업이 매우 곤란하였음으로 결국 공기의 연장과 구조물의 안정을 해치는 중요한 하자 요인으로 기능한다는 문제점도 수반한다.In addition, when the length is increased or increased when used as a partition wall, the connection structure between each panel is not provided at all, and thus the connection work is very difficult. Therefore, it functions as an important defect factor that impairs the extension of air and stability of the structure. It also involves a problem.
따라서, 상기의 문제점을 해결하기 위해 안출된 본 고안은 전체적으로 균일한 하중의 분포와 견고성 및 보강성이 유지되면서도 임의로 시공 현장의 여건에 따라 길이 및 높이 조절이 자유로울 수 있게 상호간의 연결구조를 갖춤으로 시공이 간편하면서도 각 패널간의 호환성 및 시공자의 신뢰도를 유지함에 그 안출된 목적이 있다.Therefore, the present invention devised to solve the above problems is to maintain the uniform load distribution, robustness and reinforcement as a whole, but having a mutual connection structure so that the length and height can be freely adjusted according to the conditions of the construction site. Although the construction is simple, the purpose is to maintain compatibility between the panels and the reliability of the installer.
도 1은 본 고안의 전체적인 구성상태를 도시해 보인 사시도.1 is a perspective view showing the overall configuration of the present invention.
도 2는 본 고안의 합성수지 패널에 있어, 보강재가 내설된 평면도인바,2 is a plan view of the synthetic resin panel of the present invention, the reinforcement is built-in,
(a)는 사다리꼴 단면 형상의 보강재가 내설된 상태이며,(a) is the trapezoidal cross-sectional reinforcement is built-in state,
(b)는 원형 단면 형상의 보강재가 내설된 상태이며,(b) is a state in which the reinforcement of the circular cross-sectional shape is built-in,
(c)는 직사각으로 내부가 구획된 단면 형상의 보강재 내설을 도시한 것이다.도3은 본 고안의 다른 실시예를 도시해 보인 사시도.(c) shows a cross section of the reinforcing material in the rectangular shape of the interior. Fig. 3 is a perspective view showing another embodiment of the present invention.
※도면의 주요 부분에 대한 부호의 설명※※ Explanation of code for main part of drawing ※
1,1a : 플레이트 2,2a : 결합강재1,1a: plate 2,2a: bonded steel
3 : 보울트 4 : 보강부재3: bolt 4: reinforcement member
4a : 중공부 5 : 접착수지4a: hollow portion 5: adhesive resin
6 : 연결강재 6a : 장공6: connecting steel 6a: long hole
α : 거리폭 10 : 패널α: distance width 10: panel
상기의 목적 달성을 위해 본 고안은 합성수지로 된 좌/우 한 쌍의 플레이트; 상기 각 플레이트가 상호 일정한 거리폭을 유지한 채 일체화되도록 플레이트의 전/후 양단이 끼워져 보울트 체결되는 꺽임형 결합강재; 상기 각 플레이트의 사이 공간에 복수개로 내설되며, 각각 중공부가 형성된 채 인접 설치되는 보강재; 상기 각 보강재와 플레이트의 사이 공간으로 충진되는 접착수지; 및 상기 각 플레이트의 외주면 상/하단에 길이 방향으로 보울트 체결되며, 평면 중앙에는 장공이 형성된 꺽임형 연결강재를 구비하여 이루어진 고강도 합성수지 패널을 특징으로 한다.The present invention to achieve the above object is a pair of left / right plate made of synthetic resin; A bending-type coupling steel to which both ends of the plate are inserted and bolted to each other so that the plates are integrated while maintaining a constant distance width; A plurality of reinforcing members which are installed in a plurality of spaces between the plates and are adjacently installed with hollow portions formed therein; Adhesive resin filled into a space between the reinforcement and the plate; And it is bolted in the longitudinal direction on the top / bottom of the outer peripheral surface of each plate, characterized in that the high-strength synthetic resin panel made of a bending connection steel formed in the center of the plane.
이하, 본 고안의 바람직한 실시예를 첨부도면을 참조하여 보다 상세하게 설 명한다.Hereinafter, preferred embodiments of the present invention will be described in more detail with reference to the accompanying drawings.
첨부된 도 1은 본 고안의 전체적인 구성상태를 보인 사시도인바, 도시된 바와 같이 주로 본 고안이 적용되는 정수처리용 간벽의 고강도 합성수지용 패널(10)을 구성하기 위해서는 합성수지재로 이루어진 좌/우 한 쌍의 플레이트(1)(1a)를 마련하게 되는데, 이러한 상기 각 플레이트(1)(1a)가 상호 일정한 거리폭(α)을 유지한 채 대향 설치되어질 수 있도록 각 플레이트(1)(1a)의 전/후 양단이 긴밀하게 끼움처리되어 마무리되도록'ㄷ'자형의 꺽임형 결합강재(2)(2a)를 설치하되, 플레이트(1)(1a)와의 견고성 유지와 이탈방지를 위해 각 플레이트(1)(1a)를 관통하는 보울트(3)로 상호 견고하게 체결되어 일체화된다.Attached Figure 1 is a perspective view showing the overall configuration of the present invention, as shown in the left / right one made of a synthetic resin material to mainly configure the high-strength synthetic resin panel 10 of the partition wall for water treatment to which the present invention is applied A pair of plates (1) (1a) is provided, and the plates (1) (1a) of each plate (1) (1a) so that each of them can be installed facing each other while maintaining a constant distance width (α) Install the 'c' shaped bending steel (2) and (2a) so that both ends are tightly fitted and finished, and each plate (1) is used to maintain the firmness with the plates (1) and (1a) and to prevent separation. The bolts 3 penetrating the through 1a are firmly fastened and integrated together.
이후, 상기 각 플레이트(1)(1a)의 사이 공간으로 복수개의 보강재(4)를 상호 인접되게 내설치하는데, 역시 합성수지재로 이루어지며, 각 보강재(4)의 내면으로는 중공부(4a)가 형성하도록 배려한다.Thereafter, the plurality of reinforcing materials (4) are installed in the space between the plates (1) (1a) adjacent to each other, also made of a synthetic resin material, the inner surface of each of the reinforcing materials (4) hollow portion (4a) Be considerate to form.
첨부된 도 2는 본 고안 합성수지 패널의 보강재를 도시한 것으로 (A)는 사다리꼴 단면 형상의 보강재이며, (B)는 원형 단면 형상 그리고 (C)는 직사각형으로 내부가 구획된 단면 형상의 보강재를 도시해 보인 것이다.Attached Figure 2 shows a reinforcement of the synthetic resin panel of the present invention (A) is a reinforcement of the trapezoidal cross-sectional shape, (B) is a circular cross-sectional shape and (C) shows a reinforcement of the cross-sectional shape partitioned inside the rectangle. It looked like.
도시된 바와 같이 상기 보강재(4)의 단면 형상은 매우 다양하게 제시될 수 있는 것인데, 예컨대 사다리꼴 단면의 보강재일 경우에는 그 구조적인 안정감을 위해 상호 교호되는 방향으로의 배치가 선행되어야 할 것이며, 각 보강재(4)에 중공부(4a)를 형성한 것은 중량의 저감과 합성수지량의 절감 그리고 소음감소의 효용성을 고려한 것이다.As shown, the cross-sectional shape of the reinforcement 4 can be presented in a variety of ways, for example, in the case of the reinforcement of the trapezoidal cross-section will be preceded by the arrangement in the mutually alternating direction for its structural stability, each Formation of the hollow portion 4a in the reinforcing material 4 takes into account the reduction of weight, the amount of synthetic resin, and the effectiveness of noise reduction.
이후, 상기 각 보강재(4)와 플레이트(1)(1a)와의 사이 공간으로는 용융 접착수지(5)가 긴밀하게 충진됨으로서 각 보강부재(4)의 이탈방지와 위치고정 및 플레이트(1)(1a)와의 일체성을 도모하게 된다.Thereafter, the molten adhesive resin 5 is closely filled into the space between the reinforcing members 4 and the plates 1 and 1a, thereby preventing separation and fixing of the reinforcing members 4 and the plate 1 ( Unity with 1a) is aimed at.
상기의 구성이후에 각 플레이트(1)(1a)와의 외주면 상/하단을 선택하여 플레이트(1)(1a)의 길이 방향으로“ㄴ”형식의 꺽임형 연결강재(6)를 위치시킨 후 역시 보울트(3)를 이용하여 상호 견고하게 체결시켜 주는데, 각 연결강재(6)의 평면 중앙으로는 별도의 보울트 연결용 장공(6a)을 형성하여 또다른 패널(10)과의 연결설치가 가능할 수 있도록 하는 등 고강도를 유지하는 합성수지 패널(10)이 제공된다.After the above configuration, the upper and lower outer peripheral surfaces of each plate (1) (1a) are selected, and the bending type connecting steel (6) of the "b" type is placed in the longitudinal direction of the plate (1) (1a). (3) is fastened to each other firmly, by forming a separate bolt connection hole (6a) in the center of the plane of each connecting steel (6) so that it can be connected to another panel 10 installation A synthetic resin panel 10 is provided that maintains high strength.
이후, 이와 같은 패널(10)을 복수개로 마련하여 상호 밀착시켜 줌으로서 길이방향으로의 확장이 가능할 수 있는데, 이 경우는 도 1에서와 같이 상호 금속재질의 결합강재(2)(2a)를 마주한 채 용착됨으로서 일체화된 상태에서 임의의 길이를 유지할 수 있게된다.Thereafter, a plurality of such panels 10 may be provided so as to be in close contact with each other to extend in the longitudinal direction. In this case, as shown in FIG. 1, the coupling steels 2 and 2a of the mutual metal material face each other. By welding, it is possible to maintain any length in an integrated state.
또한, 높이를 조절을 위해서는 또다른 패널(10)의 상/하단 각 연결강재(6)를 상호 밀착시킨 후 장공(6a)을 통해 상호 긴밀히 체결되거나 혹은 해정시켜 줌으로서 칸막이 벽체를 위한 제반 시공이 간편하게 이루어질 수 있다.In addition, in order to adjust the height, the upper and lower connection steels (6) of the other panel 10 are in close contact with each other through the long hole (6a) close to each other, or to freeze the construction for the partition wall. It can be done easily.
따라서, 본 고안은 전체적으로 균일하게 하중을 분산시킬 수 있음과 동시에 견고성과 보강성이 우수하여 고강도를 유지할 수 있고, 길이 및 높이 조절이 간편하게 이루어질 수 있음으로 공기의 현저한 단축과 장기적인 사용에도 안정적인 시공상태를 유지할 수 있는 신뢰성을 보장하는 유용성을 갖는다.Therefore, the present invention is able to distribute the load uniformly at the same time, at the same time excellent strength and reinforcement can maintain high strength, easy to adjust the length and height can be made in a stable construction state for significant shortening of air and long-term use It has the utility to ensure reliability that can be maintained.
한편, 본 고안은 그에 관한 최선의 실시예를 예거하였으나, 이에 한정되는 것은 아니며, 첨부된 청구 범위에 국한되어 본 고안의 범위를 벗어나지 않고 실시 될 수 있다면 지금까지 설명된 실시예의 변경을 고려해 볼 수도 있음은 물론이다.On the other hand, the present invention is not limited thereto, but the present invention is not limited thereto, and may be considered without departing from the scope of the present invention if limited to the appended claims may be considered a modification of the embodiments described so far. Of course.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020000004939U KR200189712Y1 (en) | 2000-02-23 | 2000-02-23 | Synthetic resin panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020000004939U KR200189712Y1 (en) | 2000-02-23 | 2000-02-23 | Synthetic resin panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200189712Y1 true KR200189712Y1 (en) | 2000-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000004939U KR200189712Y1 (en) | 2000-02-23 | 2000-02-23 | Synthetic resin panel |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200189712Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100983063B1 (en) | 2009-10-12 | 2010-09-17 | (주) 태평양지질 | Panel for a protective wall to rock crushing and the protective wall structure using the panel |
-
2000
- 2000-02-23 KR KR2020000004939U patent/KR200189712Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100983063B1 (en) | 2009-10-12 | 2010-09-17 | (주) 태평양지질 | Panel for a protective wall to rock crushing and the protective wall structure using the panel |
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