KR0112716Y1 - Device for connecting wire on a fence - Google Patents
Device for connecting wire on a fence Download PDFInfo
- Publication number
- KR0112716Y1 KR0112716Y1 KR2019940003042U KR19940003042U KR0112716Y1 KR 0112716 Y1 KR0112716 Y1 KR 0112716Y1 KR 2019940003042 U KR2019940003042 U KR 2019940003042U KR 19940003042 U KR19940003042 U KR 19940003042U KR 0112716 Y1 KR0112716 Y1 KR 0112716Y1
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- KR
- South Korea
- Prior art keywords
- support
- wire
- wire mesh
- bolt
- hook portion
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/02—Wire fencing, e.g. made of wire mesh
- E04H17/06—Parts for wire fences
- E04H17/063—Fence liners; Vegetation prevention barriers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/02—Wire fencing, e.g. made of wire mesh
- E04H17/04—Wire fencing, e.g. made of wire mesh characterised by the use of specially adapted wire, e.g. barbed wire, wire mesh, toothed strip or the like; Coupling means therefor
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S256/00—Fences
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
본 고안은 울타리 및 낙석방지용 철망의 상.하부에 결합하여 철망을 상하로 고정하여 철망이 외력에 의해 손상됨을 방지하기 위한 것이다. 종래의 철망 지지용 지지대는 ㄷ형강의 지지대에 등간격으로 볼트공을 형성하고 철망 단부와 단부사이에 지지철선을 연결하여 지지철선을 ㄷ형강의 협지부에 끼운다음 ㄷ형강의 볼트공으로 보트를 삽입하여 지지철선을 ㄷ형강에 고정하고 다수의 지지대를 연결대로 연결하도록 하였다. 지지대와 연결대 및 지지철선을 볼트로 체결하도록 하여 체결과정에 많은 시간을 요하게 되고 작업공정이 연속 반복적인 볼트체결이므로 불필요한 볼트소비 및 인력손실 등이 있는 것 이었다. 본 고안은 종래 이러한 문제점을 해결하기 위하여 ㄷ형강 지지대(A)의 협지부(8)쪽으로 돌출된 걸이부(12)를 형성하고 걸이부(12)에 철망(18)의 단부와 지지철선(20)을 걸어 채워 지지철선(20)을 팽팽하게 당긴후 지지대(A)를 철주(26)에 결합하고, 지지대(A)와 지지대(A)사이에 연결대(B)를 사용하여 다수개의 지지대를(A)를 간단하게 연결하여 원거리용 울타리 및 낙석방지용에 사용할 수 있도록 한 것이다.The present invention is to prevent the wire mesh from being damaged by external force by fixing the wire mesh up and down by combining the upper and lower portions of the fence and rockfall prevention wire mesh. Conventional wire netting supporter forms bolt holes at equal intervals on the c-steel support, connects the support wire between the end and the end of the wire mesh, inserts the supporting wire into the narrow part of the c-beam, and then inserts the boat into the bolt-hole of the c-steel. By fixing the support wire to the c-beam and connecting a number of supports to the connection. It is necessary to fasten the support, the connecting rod and the support wire by bolts, which requires a lot of time in the fastening process, and because the work process is a continuous and repeated bolt fastening, there was unnecessary bolt consumption and manpower loss. The present invention forms a hook portion 12 protruding toward the clamping portion 8 of the c-shaped steel support (A) in order to solve the conventional problems, and the end of the wire mesh 18 and the support wire 20 on the hook portion 12 ) And pull the support iron wire 20 tightly, and then combine the support (A) with the iron column (26), and use a plurality of supports (B) between the support (A) and the support (A). A) is simply connected so that it can be used for remote fences and falling rocks.
Description
제1도는 본 고안에 있어서 지지대와 연결대 및 철망의 분해사시도.1 is an exploded perspective view of the support and the connecting rod and the wire mesh in the present invention.
제2도는 본 고안에 있어서 지지대와 연결대의 결합상태 단면도.2 is a cross-sectional view of the coupling state of the support and the connection in the present invention.
제3도는 지지대에 절망이 결합된 상태의 단면도.3 is a cross-sectional view of the despair coupled to the support.
제4도는 본 고안의 사용상태도.4 is a state of use of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
(A) : 지지대 (B) : 연결대(A): support (B): connecting rod
2 : 전편 4 : 후편2: first part 4: second part
6 : 연결편 8 : 협지부6: connection part 8: narrowing part
10,11 : 걸림편 12 : 걸이부10,11: Hanging piece 12: Hanging part
14,16 : 결합공 18 : 철망14,16: hole 18: wire mesh
20 : 지지철선20: support wire
본 고안은 울타리 및 낙석방지용 철망의 상.하부에 결합하여 철망을 상하로 팽팽하게 고정하고, 철망에 고정된 철망지지대를 지주에 고정하여 철망에 낙석이나 외부의 힘이 가해져도 철망의 수축됨 없이 고정되는 철망 지지대에 관한 것이다.The present design combines the upper and lower parts of fence and rockfall prevention wire mesh to fix the wire mesh up and down tightly, and fix the wire mesh support fixed to the wire mesh to the support without falling down the wire mesh even if rock wire or external force is applied to the wire mesh. It relates to a fixed wire mesh support.
일반적으로 철망이 외력에 의해 손상됨을 방지하기 위하여 철망의 상.하부에 철망지지용 지지대를 설치하여야 철망을 오랫동안 유지할 수 있다.In general, in order to prevent the wire mesh from being damaged by external force, wire mesh supporters should be installed on the upper and lower portions of the wire mesh to maintain the wire mesh for a long time.
그러나 종래에 설치된 지지대의 경우 철망과 지지대 및 연결대를 결합하기 위하여 볼트를 하나 하나 체결하여야 하므로 많은 인력과 시간을 소비하게 되고, 철망 지지용 지지대의 경우 ㄷ형강의 지지대에 동간격으로 볼트공을 형성하고 철망 단부와 단부사이에 지지철선을 연결하여 지지철선을 ㄷ형강의 요입부에 끼운다음 ㄷ형강의 볼트공으로 볼트를 삽입하여 지지철선을 상하 지지토록 하여 외력에 의한 철망의 손상을 최소한으로 줄일 수 있도록 하였다.However, in the case of the conventionally installed support, it is necessary to fasten the bolts one by one in order to combine the wire mesh with the support and the connecting rod, which consumes a lot of manpower and time. And connect the support wire between the end of the wire mesh and the end, insert the support wire into the concave part of the c-beam, and then insert the bolt into the bolt hole of the c-beam to support the support wire up and down to minimize the damage of the wire mesh by external force. It was made.
이러한 볼트 체결과정은 매우 단순한 공정이면서도 볼트를 하나 하나 단단하게 조이지 않았을 경우 철망에 외력이 가해지면 외력이 가해진 곳의 철망이 부분적으로 느슨하게 늘어나거나 철망의 일부가 끊어져 다시 작업을 하여야 하므로 볼트작업에 신중을 기하여야 하는 등 작업량이 가중되는 문제점이 있는 것이었다.This bolt fastening process is a very simple process, but if bolts are not tightened tightly one by one, when external force is applied to the wire mesh, the wire mesh in the place where the external force is applied will be partially loosened or part of the wire mesh will be broken and the work must be done again. There was a problem that the work load is increased.
또한 지지대와 연결대의 연결도 볼트로 체결하여야 하므로 많은 인력이 필요하며 그에 따른 인건비 및 다수개의 볼트를 사용하여야 하므로 재료비가 많이 들어 설치비용이 상승되는 등의 문제점도 있는 것이었다.In addition, the connection between the support and the connecting rod is also required to be fastened with bolts, which requires a lot of manpower and accordingly labor costs and a number of bolts are used, so there is a problem that the installation cost is increased due to a large material cost.
본 고안은 종래 이러한 문제점을 해결하기 위하여 ㄷ형강 지지대의 협지부쪽으로 걸이부를 형성하고 걸이부에 철망의 단부를 연결한 지지철선과 철망의 단부를 걸어 채운다음 지지철선의 일측단부를 철주에 고정하고, 지지대와 지지대사이에 연결대를 사용하여 간단하게 지지대를 다수개 연결하여 원거리용울타리 및 낙석방지용에 사용할 수 있도록 한 것으로서 첨부도면에 의하여 상세히 설명하면 다음과 같다.The present invention is to solve the problem in the prior art to form a hook portion toward the clamping portion of the c-shaped steel support and the end of the wire mesh and the support wire connecting the end of the wire mesh to the hook and then fixed one end of the support wire to the iron column By using the connection between the support and the support simply by connecting a plurality of supports can be used for long distance fence and falling rock as described in detail by the accompanying drawings as follows.
전.후 측편(2)(4)과 연결편(6)으로 지지대(A)를 구성하므로서 전.후 측편 (2.4)사이에 협지부(8)가 형성되게 하고 지지대(A)의 양단부에 구성된 전.후 측면(2)(4)에는 외측에서 내측으로 프레스 펀칭하여 걸림편(10,11)이 협지부(8)쪽으로 절곡 구성되게 하되 걸림편(10,11)은 서로 마주보게 대향 돌출 구성되게 하고 지지대(A)의 전방측면(2) 중앙부에는 외측에서 내측으로 프레스 펀칭하여 협지부(8)쪽으로 내향 돌출된 수직걸이부(12)가 등간격으로 구성되게 하였다.The front and rear side pieces (2) (4) and the connecting piece (6) to form a support (A) by forming a clamping portion (8) between the front and rear sides (2.4) and the front end configured on both ends of the support (A) After the side (2) (4) press punched from the outside to the inside to be configured to be configured to be bent toward the clamping portion (8) the engaging pieces (10, 11) but the engaging pieces (10,11) are configured to face opposite to each other In the center of the front side (2) of the support (A) was press punched from the outside to the inner side so that the vertical hook portion 12 projecting inward toward the clamping portion 8 was configured at equal intervals.
지지대(A)의 양단부는 전.후측면(2,4)에 결합공(14,16)이 뚫린 연결대(B)를 끼워 설치하되 연결대(B)에 뚫린 결합공(14,16)이 지지대(A)의 양단부에 돌출 구성된 걸림편(10,11)의 간격과 동일하게 구성하여 지지대(A)의 걸림편(10,11)이 연결대(B)의 결합공(14)에 끼워져 결합되게 하므로서 연결대(B)를 이용하여 여러개의 지지대(A)를 연결 구성되게 하였다.Both ends of the support (A) is installed by inserting the connecting rod (B), the opening of the coupling holes (14, 16) on the front and rear sides (2, 4), the coupling holes (14, 16) drilled in the connecting rod (B) is the support ( The same configuration as the interval between the engaging pieces (10, 11) protruding at both ends of A) The engaging pieces (10, 11) of the support (A) is fitted into the coupling hole 14 of the connecting table (B), so as to connect a plurality of supporting (A) by using the connecting table (B).
이때 지지대(A)의 양단부에 구성되는 걸림편(10,11)과 연결대(B)에 구성되는 결합공(14,16)은 두 개이상 사용할 수도 있다.At this time, two or more engaging holes 14 and 16 formed in the engaging pieces 10 and 11 and the connecting table B formed at both ends of the support A may be used.
지지대(A)의 전방측편(2)에 협지부(8)쪽으로 절곡 구성된 걸이부(12)에는 철망(18)과 철망(18)의 상단을 지지연결하는 지지철선(20)을 끼워 결합되게 하므로서 철망(18)이 팽팽하게 펼쳐진 상태에서 상하 지지대(A)상에 간단히 결합되게 하였다.The hook portion 12 bent toward the sandwich portion 8 on the front side piece 2 of the support A is fitted with the support wire 20 for supporting the wire mesh 18 and the upper end of the wire mesh 18 to be coupled to each other. The wire mesh 18 was allowed to be simply coupled on the upper and lower supports A in a stretched state.
미설명부호Unexplained code
(22)는 통공(24,25)는 협지부(8)쪽으로 들어간 절개부(26)는 철주(28)는 철주(26)을 지지하는 콘크리트(30)은 지지대(A)를 철주(20)에 고정하는 고정편이다.22, the through hole 24, 25 is the incision portion 26 toward the pinch portion 8, the iron column 28, the concrete 30 to support the iron column 26, the support column (A) to the column 20 It is a fixing piece to fix on.
이상과 같이 구성된 본 고안에서 지지철선(20)가 철망(18)단부를 지지대(A)의 걸이부(12)에 걸어 철망(18)을 팽팽하게 고정하게 되는데 이때 등간격으로 형성된 걸이부(12)의 통공(22)내측으로 지지철선(20)과 철망(18)의 단부를 삽입하여 고정하게 되므로 간단하게 고정할 수 있다.In the present invention configured as described above, the support wire 20 is fixed to the wire mesh 18 end by hooking the hook portion 12 of the support (A) to the wire mesh 18 tightly at this time hook portion 12 formed at equal intervals Since the end of the support wire 20 and the wire mesh 18 is inserted into the through-hole 22 of the can be fixed simply.
또한 필요에 따라 협지부(8)측에서 걸이부(12)의 상부를 늘러 지지철선(20)과 철망(18)이 요동하지 않도록 고정 할 수도 있으며 지지대(A)의 양측단부에 설치된 걸림편(10,11)에 있어 걸림편(10,11)의 절개부(24)가 협지부(8)의 내측으로 들어가도록 형성하고 걸림편(10,11)의 절개부(24,25)를 서로 마주보도록 형성하여 걸림편 (10,11)을 연결대(B)의 결합공(14)에 삽입하게되면 걸림편(10,11)의 절개부 (24,25)가 결합공(14)에 걸려 고정된다.In addition, if necessary, the upper part of the hook part 12 may be extended from the clamping part 8 side to fix the support wire 20 and the wire mesh 18 so as not to swing, and the locking pieces provided at both ends of the support A ( The cutouts 24 of the catching pieces 10, 11 are formed to enter the inside of the clamping part 8 in 10, 11, and the cutouts 24, 25 of the catching pieces 10, 11 face each other. When formed so that the locking pieces (10, 11) is inserted into the coupling hole 14 of the connecting table (B), the cutouts (24, 25) of the locking pieces (10, 11) are caught and fixed to the coupling hole (14) .
지지대(A)의 걸림편(10,11)과 연결대(B)의 결합공(14)은 두 개 이상 이어야 효과적이며 걸림편(10,11)과 결합공(14,16)이 너무 많으면 지지대(A)와 연결대(B)의 결합이 어려울 뿐만 아니라 걸이부(12)의 자리가 줄어들게 되므로 적당치 않게된다.If the engaging pieces (10, 11) of the support (A) and the engaging holes (14) of the connecting table (B) is two or more effective, and if there are too many locking pieces (10, 11) and the engaging holes (14, 16) A) and the coupling (B) is not only difficult to combine, but also because the seat 12 is reduced in place is not appropriate.
그러므로 통상 지지대(A)의 길이가 4M일 경우 30Cm간격으로 걸이부(12)를 형성하고 양측단부의 일측면에 두개의 걸림편(10,11)을 설치하고 연결대(B)에 걸림편(10,11)과 대응할 수 있는 결합공(14)(16)를 형성하여 지지대(A)를 연결대(B)의 양측에서 고정하였을 경우 지지대(A)와 지지대(A)사이가 최소가 되도록 하는 것이 가장 이상적이며 지지대(A)에 설치된 걸림편(10,11)은 거리와 크기를 동일하게 하면 지지대(A)를 무조건 조립하여도 정확히 체결되는 장점이 있으나 필요에 따라 걸림편(10,11)과 결합공(14,16)의 크기와 모양 거리등을 달리 형성할 수 있으며 걸이부(12)를 전편(2)이나 후편(4)의 일측에 설치하는 것이 보통이나 양측에 모두 설치하면 지지대(A)와 연결대(B)의 결합시 지지대(A)의 전.후 면이 없으므로 지지대(A)의 결합이 용이하다.Therefore, when the length of the support (A) is usually 4M, the hook portion 12 is formed at intervals of 30 cm, and two locking pieces 10 and 11 are installed on one side of both side ends, and the locking piece 10 is connected to the connecting rod B. When the support (A) is fixed at both sides of the connecting table (B) by forming the coupling holes 14 and 16 that can correspond to (11), it is best to minimize the distance between the supporting table (A) and the supporting table (A). Ideally, the engaging pieces (10,11) installed on the support (A) has the advantage of being correctly fastened even if the support (A) unconditionally assembled if the distance and size are the same, but combined with the engaging pieces (10,11) as necessary The size and shape of the ball (14, 16) and the distance can be formed differently, and if the hook portion 12 is installed on one side of the front piece (2) or the rear piece (4), it is usually installed on both sides or the support (A) Since the front and rear surfaces of the support (A) is not coupled to the connection (B) and the support (A) is easy to combine.
상기와 같이 울타리나 낙석방지용 철망을 설치하는데 볼트로 지지대에 철망을 고정하거나 지지대와 연결대를 볼트로 체결하지 않으므로 작업이 간편할 뿐만 아니라 간단하게 철망과 연결대를 지지대에 고정할 수 있으므로 설치비용을 줄일 수 있으며 볼트를 사용할 필요가 없으므로 원가를 절감할 수 있으며 걸이부를 등간격으로 압착 고정하여 지지철선이 끊어져도 걸이부의 압착으로 인하여 철망이 부분적으로 손상되므로 복구가 용이한 등의 효과가 있는 것이다.As described above, it is not easy to fix the wire mesh to the support with bolts or to install the fence or rockfall prevention wire mesh. It is possible to reduce the cost because there is no need to use a bolt, and even if the support wire is broken by crimping and fixing the hanger at equal intervals, the wire mesh is partially damaged due to the crimping of the hanger.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019940003042U KR0112716Y1 (en) | 1994-02-17 | 1994-02-17 | Device for connecting wire on a fence |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019940003042U KR0112716Y1 (en) | 1994-02-17 | 1994-02-17 | Device for connecting wire on a fence |
Publications (2)
Publication Number | Publication Date |
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KR950025246U KR950025246U (en) | 1995-09-15 |
KR0112716Y1 true KR0112716Y1 (en) | 1998-04-13 |
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KR2019940003042U KR0112716Y1 (en) | 1994-02-17 | 1994-02-17 | Device for connecting wire on a fence |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102156271B1 (en) * | 2020-05-19 | 2020-09-15 | 미래이에스씨 주식회사 | Fence frame and the fence structure using it |
-
1994
- 1994-02-17 KR KR2019940003042U patent/KR0112716Y1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102156271B1 (en) * | 2020-05-19 | 2020-09-15 | 미래이에스씨 주식회사 | Fence frame and the fence structure using it |
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KR950025246U (en) | 1995-09-15 |
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