KR200153563Y1 - Underground cable protection plate - Google Patents
Underground cable protection plate Download PDFInfo
- Publication number
- KR200153563Y1 KR200153563Y1 KR2019970018979U KR19970018979U KR200153563Y1 KR 200153563 Y1 KR200153563 Y1 KR 200153563Y1 KR 2019970018979 U KR2019970018979 U KR 2019970018979U KR 19970018979 U KR19970018979 U KR 19970018979U KR 200153563 Y1 KR200153563 Y1 KR 200153563Y1
- Authority
- KR
- South Korea
- Prior art keywords
- plate
- underground
- protection plate
- buried
- protective
- Prior art date
Links
Classifications
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/02—Installations of electric cables or lines in or on the ground or water laid directly in or on the ground, river-bed or sea-bottom; Coverings therefor, e.g. tile
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/08—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
본 고안은 지중매설되는 케이블이나 각종 시설물 위에 덮어주는 지중매설물 보호판에 관한 것으로, 보강돌조의 중앙에 지지돌조가 형성되고 보호판의 바닥판 내부에는 표면에 복수의 구멍이 뚫어진 보강판재를 매입하므로써 보호판의 내구성을 크게 향상시켜주므로써 지중매설물을 안전하게 유지하도록 하는 것이다.The present invention relates to an underground buried protective plate that covers the underground cable or various facilities, the support plate is formed in the center of the reinforcement masonry and inside the bottom plate of the protective plate by buying a reinforcement plate having a plurality of holes in the surface of the protective plate By greatly improving the durability to keep the underground buried safely.
Description
제1도는 본 고안의 일부절개 사시도.1 is a partially cutaway perspective view of the present invention.
제2도의 제1도의 A-A선 단면도.A-A cross section figure of FIG. 1 of FIG.
제3도는 본 고안의 사용상태 예시단면도.Figure 3 is a cross-sectional view illustrating a state of use of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 보호판 2 : 보강돌조1: Protective plate 2: Reinforcement protrusion
3 : 지지돌조 4 : 보강판재3: supporting protrusion 4: reinforcing plate
5 : 구멍5: hole
본 고안은 지중매설되는 케이블이나 각종 시설물 위에 덮어주는 지중매설물 보호판에 관한 것으로, 특히 보호판의 내부에 금속판재를 삽입하여 보호판의 내구성을 크게 향상시켜주므로써 지중매설물을 안전하게 유지하도록 하는 것이다.The present invention relates to an underground buried protective plate that covers the underground cable or various facilities, in particular to insert a metal plate inside the protective plate to significantly improve the durability of the protective plate to keep the underground buried safely.
전기배전선이나 전화케이블, 통신케이블등 여러 가지 시설물을 지중에 매설하면 이 시설물들을 지면위의 위험요소로 부터 안전하게 보호하기 위하여 반드시 그 상면에 보호판을 덮어주도록 규정하고 있다.When various facilities such as electric distribution lines, telephone cables, and communication cables are buried in the ground, the protective cover must be covered on the upper surface to protect these facilities from dangers on the ground.
이와같은 보호판 설치를 하는 이유는 지중매설물 직 상방에서 굴착공사를 하게 되더라도 공사도중 이 지중매설물이 손상되는 것을 방지하고 도로의 하중을 무리없이 견뎌내도록 하기 위한 것이다.The reason for the installation of such a protection plate is to prevent damage to the underground works during construction and to withstand the load of the road without difficulty even when excavation works directly above the underground works.
그러나, 현재 제공되는 보호판은 단순히 합성수지로 형성되어 있으므로 상기한 바와같은 목적을 달성하기 어렵고, 경미한 충격에도 쉽게 갈라지거나 파손되는 문제점이 지적되어 지중매설물을 안전하게 보호한다는 최초의 목적을 달성하지 못하고 있다.However, since the currently provided protective plate is simply formed of synthetic resin, it is difficult to achieve the purpose as described above, and it is pointed out that a problem that easily breaks or breaks even with a slight impact does not achieve the first purpose of safely protecting the underground works.
본 고안은 상기와 같은 제반 문제점을 해결하기 위하여 보호판의 바닥판에 금속재의 보강판재를 매입하므로써 보호판의 내구성을 최대로 향상시켜 보다 안전하고 견고하게 지중매설물을 보호할 수 있도록 하는데 그 목적이 있는 것이다.The present invention is to purchase the reinforcing plate of the metal material on the bottom plate of the protection plate to solve the above problems to maximize the durability of the protection plate to ensure safer and more secure underground installations. .
이하 본 고안의 내용을 첨부된 예시도면에 의하여 상세히 설명하면 다음과 같다.Hereinafter, the contents of the present invention will be described in detail with reference to the accompanying drawings.
표면에 종횡방향으로 보강돌조(2)가 형성된 합성수지재의 지중 매설물 보호판을 구성함에 있어서, 이 보강돌조(2)의 중앙에 지지돌조(3)가 형성되고 상기 보호판의 바닥판 내부에는 표면에 복수의 구멍(5)이 뚫어진 부강판재(4)를 매입하여 되는 지중매설물의 보호판인 것이다.In constructing the underground embedding protection plate of the synthetic resin material in which the reinforcement protrusions 2 are formed in the longitudinal and horizontal direction on the surface, a support protrusion 3 is formed in the center of the reinforcement protrusions 2 and a plurality of surfaces on the surface of the bottom plate of the protection plate. It is a protection plate of the underground embedding material which embeds the negative steel plate material 4 with which the hole 5 was perforated.
본 고안의 실시예에 있어서, 보강돌조(2)는 위쪽은 좁고 아랫쪽은 넓게 형성하여 탈형작업을 보다 용이하게 이루어지도록 함이 바람직하다.In an embodiment of the present invention, the reinforcing protrusions 2 are preferably formed to have a narrow upper side and a wider lower side to facilitate the demolding operation.
첨부도면중 미설명부호 6은 지중매설물, 7은 매설물(6)을 지지하는 매설물크리트를 각각 표시한다.In the accompanying drawings, reference numeral 6 denotes underground buried material, and 7 denotes buried concrete for supporting buried material 6, respectively.
본 고안의 작용효과를 설명하면 다음과 같다.Referring to the effect of the present invention is as follows.
첨부도면 제3도에 도시된 바와같이 지중매설물(6)을 매설물크리트(7)에 고정시키고 그 상면에 본 고안의 보호판(1)을 덮어주게 되면 표면에 종횡방향으로 돌설된 보강돌조(2)와 더불어 바닥판부분에 매입된 보강판재(4)가 견고한 내구성을 발휘하게 되므로 지중매설물의 직 상방에서 굴착공사가 진행되더라도 보호판(1)이 강한 내구성으로 매설물을 안전하고 견고하게 보호하는 것이며, 도로의 하중을 무난히 견딜 수 있으므로 종래와 같이 경미한 하중에도 보호판이 갈라지거나 파손되는 등의 단점을 해결함과 동시에 폐합성수지로 된 보호판(1)에 몇 개의 보강판재(4)만 매입하면 되므로 중량이 증가되거나 제작단가가 상승하는 등의 문제점이 전혀 나타나지 않는 환경친화적인 고안인 것이다.As shown in FIG. 3, when the underground buried material 6 is fixed to the buried concrete 7 and the protective plate 1 of the present invention is covered on the upper surface thereof, the reinforcement protrusions 2 protruding longitudinally and horizontally on the surface thereof In addition, since the reinforcing plate material (4) embedded in the bottom plate part exhibits a solid durability, even if the excavation work proceeds directly above the underground buried material, the protective plate (1) is a strong durability to protect the buried goods safely and firmly, the road Since it can withstand the load without difficulty, it solves the disadvantages such as breaking or breaking of the protection plate even under a light load as in the prior art, and at the same time, only a few reinforcing plate materials (4) need to be embedded in the protection plate (1) made of waste synthetic resin, thereby increasing the weight. It is an eco-friendly design that does not appear at all, such as rising production costs.
또한 본 고안에 매입되는 보강판재(4)의 표면에 뚫어진 구멍은 보강판재(4)를 성형할 때 수지액이 골고루 분포될 수 있는 통로역할을 하므로써 보강판재(4)를 매입하는데 따르는 판재성형의 기술적 문제를 해결하는 것이다.In addition, the hole drilled in the surface of the reinforcing plate 4 is embedded in the present invention serves as a passageway that can be evenly distributed resin resin when molding the reinforcing plate 4 of the plate forming according to the purchase of the reinforcing plate 4 It is to solve technical problems.
이와같은 본 고안은 특히 보강돌조(2)의 중앙에 형성되는 지지돌조(3)가 X자 형태로 보강돌조(2)의 각 변을 지지하여 측면에서의 충격발생시 보강돌조(2)가 휘어지거나 이에따라 보호판(1)이 뒤틀리게 되는 단점을 보완할 수 있다.The present invention, in particular, the support protrusion (3) formed in the center of the reinforcement (2) supports each side of the reinforcement (2) in the X-shape so that the reinforcement (2) is bent when an impact occurs in the side Accordingly, the disadvantage that the protective plate 1 is distorted can be compensated.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970018979U KR200153563Y1 (en) | 1997-07-18 | 1997-07-18 | Underground cable protection plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970018979U KR200153563Y1 (en) | 1997-07-18 | 1997-07-18 | Underground cable protection plate |
Publications (2)
Publication Number | Publication Date |
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KR19990005626U KR19990005626U (en) | 1999-02-18 |
KR200153563Y1 true KR200153563Y1 (en) | 1999-08-02 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR2019970018979U KR200153563Y1 (en) | 1997-07-18 | 1997-07-18 | Underground cable protection plate |
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KR (1) | KR200153563Y1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101001526B1 (en) * | 2008-04-11 | 2010-12-15 | 유호산업개발(주) | Hybrid fiber reinforced polymer panel and temporary structure construction method using the same |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101114956B1 (en) * | 2011-11-29 | 2012-02-24 | 주식회사 엔코아링크 | Cable grand and ground equipment box including that |
-
1997
- 1997-07-18 KR KR2019970018979U patent/KR200153563Y1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101001526B1 (en) * | 2008-04-11 | 2010-12-15 | 유호산업개발(주) | Hybrid fiber reinforced polymer panel and temporary structure construction method using the same |
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Publication number | Publication date |
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KR19990005626U (en) | 1999-02-18 |
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