KR200152743Y1 - Angle bearing member for steel rail - Google Patents

Angle bearing member for steel rail Download PDF

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Publication number
KR200152743Y1
KR200152743Y1 KR2019960009408U KR19960009408U KR200152743Y1 KR 200152743 Y1 KR200152743 Y1 KR 200152743Y1 KR 2019960009408 U KR2019960009408 U KR 2019960009408U KR 19960009408 U KR19960009408 U KR 19960009408U KR 200152743 Y1 KR200152743 Y1 KR 200152743Y1
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KR
South Korea
Prior art keywords
angle
support
piece
support piece
width
Prior art date
Application number
KR2019960009408U
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Korean (ko)
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KR970058939U (en
Inventor
김태오
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김태오
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Priority to KR2019960009408U priority Critical patent/KR200152743Y1/en
Publication of KR970058939U publication Critical patent/KR970058939U/en
Application granted granted Critical
Publication of KR200152743Y1 publication Critical patent/KR200152743Y1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1413Post-and-rail fences, e.g. without vertical cross-members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1413Post-and-rail fences, e.g. without vertical cross-members
    • E04H17/1447Details of connections between rails and posts
    • E04H17/1452Details of connections between rails and posts the ends of the rails are fixed on the lateral sides of the posts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1413Post-and-rail fences, e.g. without vertical cross-members
    • E04H17/1447Details of connections between rails and posts
    • E04H17/1473Details of connections between rails and posts using fixing devices encircling, partially or fully, the post

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Abstract

본 고안은 조립식 철책의 지주의 일측면에 부착하여 앵글을 지지고정하는 앵글 지지편에 관한 것으로 특히 앵글 지지편의 일단에는 앵글부착편이 형성되어 앵글의 두께에 따라 탄력적으로 폭조절을 할 수 있고 또한 지면의 높이에 따라 앵글 지지편을 상하높이 조절이 가능하게하는 철책용 앵글 지지편에 관한 것이다.The present invention relates to an angle support piece for fixing the angle by attaching to one side of the prefabricated iron fence, and in particular, an angle attachment piece is formed at one end of the angle support piece so that the width can be elastically adjusted according to the thickness of the angle. An angle support piece for an iron fence which enables an angle support piece to be adjusted up and down according to height.

Description

철책용 앵글 지지편Iron support angle support

제1도는 종래 고안의 사시도 및 설치상태도.1 is a perspective view and installation state of the conventional design.

제2도는 본 고안의 사시도.2 is a perspective view of the present invention.

제3도는 본 고안의 분리사시도.3 is an exploded perspective view of the present invention.

제4도는 본 고안의 설치상태도.4 is an installation state of the present invention.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

20 : 지주 21 : 볼트삽입홈20: Shore 21: Bolt insertion groove

30 : 앵글 31 : 볼트삽입홈30: angle 31: bolt insertion groove

40 : 앵글 지지편 41 : 지주지지편40: angle support piece 41: holding support piece

42 : 지주결합장공 43, 43a : 앵글부착편42: Shoring engagement hole 43, 43a: angle attachment piece

t1t2t3: 폭t 1 t 2 t 3 : width

본 고안은 조립식 철책에 있어서 지주에 부착하여 앵글을 지지하는 철책용 앵글 지지편에 관한 것이다.The present invention relates to an angle support piece for an iron fence attached to a support in an assembled iron fence to support an angle.

종래의 철책에 있어 앵글 지지편(10)은 제1도에 도시한 바와 같이 중앙에 반원형 지주파지부(11)가 돌출성형된 앵글 지지편(10)을 지주에 부착시키기 위해 지주파지부(11)에 체결공(12)을 천공하고 앵글 지지편(10)의 좌우측단의 철책파지편(13)에는 앵글부착용장공(14)을 천공한 구조로서, 이와 같은 구조로된 앵글 지지편(10)은 지주(20)에의 장착시 지주(20)에 천공한 볼트삽입공(21)에 두 개의 앵글 지지편(10)(10a)의 체결공(12)을 일치시킨 후 볼트로 나사결합한 것으로 앵글 지지편(10)(10a)의 위치는 지주(20)의 일정 높이에 부착시킨 것이므로 지표면의 높낮이에 따라 적절하게 앵글 지지편(10)(10a)의 높낮이를 조절할 수 없어 앵글 지지편(10)의 일단에 앵글(30)을 장착해도 지표면과 비례하여 수평을 이룰 수 없는 단점이 발생하였다.In the conventional iron fence, the angle support piece 10 is a holding grip portion 11 for attaching the angle support piece 10 having the semi-circular support holding portion 11 protruded to the support as shown in FIG. Perforated fastening hole (12) and the iron fence gripping piece (13) of the left and right ends of the angle support piece (10) as an angle mounting mounting hole (14), the angle support piece (10) At the time of mounting on the support 20, the bolt insertion hole 21 drilled in the support 20 is matched with the fastening holes 12 of the two angle support pieces 10, 10a, and then screwed with bolts. Since the positions of the pieces 10 and 10a are attached to a predetermined height of the support 20, the heights of the angle support pieces 10 and 10a cannot be adjusted appropriately according to the height of the ground surface. Even when the angle 30 is mounted at one end, a disadvantage arises in that it cannot be horizontally proportional to the ground surface.

또한 각 앵글 지지편(10)(10a)을 지주(20)에 맞대어 볼트결합한 후 앵글 지지편(10)(10a)의 양측단을 앵글(30)과 결합시켜야 하는데 다양한 앵글(30)의 두께에 따라 두 앵글 지지편(10)(10a)의 간격이 조절되지 못하므로 앵글의 장착시 많은 제한이 발생하였다.In addition, after the angle support pieces 10, 10a are bolted against the support 20, both ends of the angle support pieces 10, 10a should be coupled with the angles 30 to various thicknesses of the angles 30. Accordingly, since the distance between the two angle support pieces 10 and 10a cannot be adjusted, many limitations occur when the angle is mounted.

따라서 본 고안은 상기한 점을 감안하여 앵들지지편을 지주에 부착시 높이 조절이 용이하도록 함과 아울러 앵글 지지편의 일단에는 다양한 두께의 앵글도 파지할 수 있도록 하는데 그 목적이 있는 것으로서 본 고안의 구성을 첨부된 도면을 참조하여 상세히 살펴보면 다음과 같다.Therefore, the present invention is made in view of the above point to facilitate the height adjustment when attaching the angle support piece to the support and also to hold the angle of various thickness on one end of the angle support piece as the purpose of the configuration Looking in detail with reference to the accompanying drawings as follows.

제1도는 본 고안의 사시도로서 앵글 지지편(40)은 지주(20)의 외측벽에 부착되게 만곡된 지주지지편(41)을 형성하고 지주지지편(41) 중앙에는 지주결합장공(42)을 천공하고 지주지지편(41)의 측단 좌우에형상의 앵글부착편(43)을 각각 부착하되, 앵글부착(43)(43a)의 측벽에는 볼트삽입공(44)가 천공되고 앵글부착편(43)(43a)의 일측상하폭(t1)은 타측상하폭(t2)보다 크게 형성하고 각 앵글부착편(43)(43a)의 일단의 폭(t3)은 탄력적으로 임의 조정이 가능한 구조이다.1 is a perspective view of the present invention, the angle support piece 40 forms a support post 41 that is curved to be attached to the outer wall of the support 20, and in the center of the support support piece 41, a support coupling long hole 42 is formed. Perforate and right and left side ends of prop support piece 41 The angle attachment pieces 43 of the shape are attached to each other, but the bolt insertion holes 44 are drilled on the side walls of the angle attachment pieces 43 and 43a, and one side upper and lower width t 1 of the angle attachment pieces 43 and 43a. Is formed larger than the other side upper and lower width t 2 , and the width t 3 of one end of each angle attachment piece 43, 43a is elastically arbitrary adjustable.

이상과 같은 구조로 된 앵글 지지편을 지주에로의 장착상태를 제3도를 참조하여 상세히 살펴보면 다음과 같다.Looking at the mounting state of the angle support piece in the structure as described above in the column with reference to Figure 3 as follows.

우선 지면에 입설시킨 지주(20)의 내측 볼트삽입공(21)에 앵글 지지편(40)의 지주결합장공(42)를 일치한 후 지표면과 일정 높이가 되게 앵글 지지편(40)을 상하높이 조절하여 맞춘 후 볼트결합 하면 지주(20)의 내측벽에 앵글지지편(40)이 부착된다.First of all, the inner bolt insertion hole 21 of the support 20 placed on the ground coincides with the post coupling hole 42 of the angle support piece 40, and then the angle support piece 40 is moved up and down so that the surface becomes a certain height. After adjusting and adjusting the bolts, the angle support piece 40 is attached to the inner wall of the support 20.

이 상태에서 지주(20)에 부착된 앵글 지지편(40)의 앵글부착편(43)(43a) 사이에 앵글(30)을 삽입한 후 앵글부착편(43)(43a)의 측벽에 천공시킨 볼트삽입공(44)에 앵글(30)의 볼트삽입공(31)을 일치하여 볼트결합하면 앵글(30)을 앵글 지지편(40)에 견고히 부착시킬 수 있다.In this state, the angle 30 is inserted between the angle attachment pieces 43 and 43a of the angle support piece 40 attached to the support 20, and then drilled into the side walls of the angle attachment pieces 43 and 43a. When the bolt insertion hole 44 is matched with the bolt insertion hole 31 of the angle 30 and bolted together, the angle 30 can be firmly attached to the angle support piece 40.

이때 앵글부착편(43)(43a)의 폭(t3)도 각 앵글부착편(43)(43a)의 일단이 탄력적이므로 폭(t3)도 임의 조절이 가능하므로 두께가 다양한 앵글도 다 수용하여 부착시킬 수 있다.At this time, since the width t 3 of the angle attachment pieces 43 and 43a is also elastic at one end of the angle attachment pieces 43 and 43a, the width t 3 can be arbitrarily adjusted to accommodate various angles. Can be attached.

이상과 같이 설치된 본 고안의 설치상태를 제4도를 참조하여 살펴보면 다음과 같다. 즉 지면의 일정 간격마다 지주(30)을 입설한 후 지면의 높이에 맞게 앵글의 양단에 부착된 앵글 지지편(40)을 개별적으로 상하높이 조절할 수 있어 지표면과 비례하여 앵글을 설치할 수 있는 것이다.Looking at the installation state of the present invention installed as described above with reference to Figure 4 as follows. That is, after entering the struts 30 at regular intervals of the ground, the angle support pieces 40 attached to both ends of the angle can be individually adjusted up and down according to the height of the ground, so that angles can be installed in proportion to the ground surface.

이와 같이 본 고안은 지주에 부착되어 앵글을 부착함에 있어 지주에로의 결합시 상하높이 조절이 가능함으로 앵글을 지표면에 비례하여 높이조절할 수 있고 앵글부착편도 두께 조절이 가능함으로 다양한 두께의 앵글도 부착시킬 수 있는 효과가 있는 것이다.As such, the present invention is attached to the support, and when attaching the angle to the support, it is possible to adjust the height of the up and down, so that the angle can be adjusted in proportion to the ground surface, and the angle attachment piece can also be adjusted in thickness, so that the angles of various thicknesses There is an effect that can be made.

Claims (1)

일정 간격으로 지면에 입설된 지주(30)에 부착되는 앵글 지지편(40)에 있어서, 앵글 지지편(40)은 일측에 만곡된 지주지지편(41)을 입설하고 지주지지편(41)의 중앙에는 길이방향의 지주결합장공(42)을 천공하고 지주지지편(41)의 좌우 양단에형상의 앵글부착편(43)(43a)를 각각 부착하되, 앵글부편(43)(43a)의 측벽에는 볼트삽입공(44)가 천공되고 앵글부착편(43)(43a) 상하폭(t1)은 타측상하폭(t2)보다 크고 앵글부착편(43)(43a)의 일단의 좌우폭(t3)은 좌우로 탄력적인 것을 특징으로 하는 철책용 앵글 지지편.In the angle support piece 40 attached to the support 30 placed on the ground at regular intervals, the angle support piece 40 is inserted in the holding support piece 41 curved on one side of the support holding piece 41 In the center, perforate the longitudinal post coupling holes 42, and on both left and right ends of the post support piece 41, But attach the angle attachment piece (43), (43a) of the contour, respectively, an angle a side wall of the part piece (43), (43a), the bolt insertion hole 44 is perforated angle attachment piece (43), (43a), the vertical width (t 1 ) Is larger than the other side upper and lower width (t 2 ) and the left and right width (t 3 ) of one end of the angle attachment piece (43) (43a) is an angle support piece for iron fences, characterized in that it is elastic from side to side.
KR2019960009408U 1996-04-26 1996-04-26 Angle bearing member for steel rail KR200152743Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019960009408U KR200152743Y1 (en) 1996-04-26 1996-04-26 Angle bearing member for steel rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019960009408U KR200152743Y1 (en) 1996-04-26 1996-04-26 Angle bearing member for steel rail

Publications (2)

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KR970058939U KR970058939U (en) 1997-11-10
KR200152743Y1 true KR200152743Y1 (en) 1999-07-15

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104234504A (en) * 2014-09-18 2014-12-24 张家港固耐特围栏系统有限公司 Mesh pressing piece for fence

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100919098B1 (en) * 2007-10-09 2009-09-28 박헌광 The natural friendship landscape architecture fence which uses the bamboo
KR100919099B1 (en) * 2007-10-09 2009-09-28 박헌광 The nature friendship landscape architecture fence which uses the bamboo

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104234504A (en) * 2014-09-18 2014-12-24 张家港固耐特围栏系统有限公司 Mesh pressing piece for fence

Also Published As

Publication number Publication date
KR970058939U (en) 1997-11-10

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