WO2022131513A1 - Bracket with improved tensile strength and earthquake-proof performance, and connection member using same - Google Patents

Bracket with improved tensile strength and earthquake-proof performance, and connection member using same Download PDF

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Publication number
WO2022131513A1
WO2022131513A1 PCT/KR2021/014609 KR2021014609W WO2022131513A1 WO 2022131513 A1 WO2022131513 A1 WO 2022131513A1 KR 2021014609 W KR2021014609 W KR 2021014609W WO 2022131513 A1 WO2022131513 A1 WO 2022131513A1
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WO
WIPO (PCT)
Prior art keywords
fastening
slit
serrations
fastening piece
serration
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PCT/KR2021/014609
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French (fr)
Korean (ko)
Inventor
정기춘
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주식회사 월드산업
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Publication of WO2022131513A1 publication Critical patent/WO2022131513A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

Definitions

  • the present invention relates to a bracket having improved tensile strength and seismic performance, and a connecting member using the same, and more particularly, to a first fastening piece having a slit-type fastening hole formed in a first direction and a second fastening piece integrally formed at right angles to each other.
  • a bracket with improved tensile strength and seismic performance characterized in that a plurality of serrations having a concave cross section are formed on one surface of the first fastening piece to have a predetermined curvature in a direction orthogonal to the slit-type fastening hole, and It relates to the connecting member used.
  • angle-type brackets are often used in buildings for the purpose of fastening two orthogonal members with different directions or fixing exterior materials.
  • curtain wall structures are being actively constructed in order to construct a beautiful elevation of a building. , are actively used for direct or indirect fastening of exterior panels of the same weight as other stone materials.
  • 'Fixing fixtures for building exterior stone materials' (Notice on July 15, 1996, hereinafter referred to as 'Prior Art Document 1') of Utility Model Registration No. 1996-0005780 of the Republic of Korea has been proposed.
  • a serration is formed on one surface of the flange, and a serration is also formed in the washer corresponding to this to engage with each other when bolting. .
  • 'connecting member for structural and seismic design' registration on May 23, 2019, hereinafter referred to as 'prior art document 2'
  • the prior art document 2 forms a slot hole in the flange as shown in FIG. 1b, but a serration is formed on the inner circumferential surface of the slot hole, and a washer corresponding to this forms a protrusion to be inserted into the slot hole, and the protrusion of the slot hole
  • a serration to correspond to the inner circumferential surface
  • the present invention has been proposed to solve the above problems, and work efficiency can be improved by reducing work time and cost, and no forming phenomenon occurs even when plating solution is applied for surface finishing, and sufficient tensile strength is secured Therefore, it is possible to secure fastening strength, and to provide a bracket with improved tensile strength and seismic performance that can accommodate multidirectional displacement according to lateral loads such as wind or seismic loads, and a connecting member using the same.
  • a slit-type fastening hole 111 is formed in the first direction so that the fastening means 200 can be selectively fastened.
  • a first fastening piece 110 is formed, and includes a second fastening piece 120 integrally formed at right angles to the first fastening piece 110 , and on one surface of the first fastening piece 110 ,
  • a plurality of serrations 112 are formed to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and each serration 112 is concave to have a predetermined curvature toward the slit-type fastening hole 111. It is characterized in that it has a cross-section.
  • a slit-type fastening hole 121 is formed on one surface of the second fastening piece 120 in a second direction, and a plurality of serrations 122 are formed to be perpendicular to the slit-type fastening hole 121, Each serration 122 may have a concave cross section to have a predetermined curvature toward the center of the slit-type fastening hole 121 .
  • the serrations 112 and 122 are symmetrically formed with respect to the slit-type fastening holes 111 and 121 so that the first serrations 112a and 122a are formed on one side, and the second serrations 112a and 122a are formed on the other side.
  • rations 112b and 122b may be formed.
  • the serrations 112 of the first fastening piece 110 and the serrations 122 of the second fastening piece 120 may be formed to have the same spacing and curvature.
  • a first fastening piece 110 having a slit-type fastening hole 111 formed in a first direction is formed, and the first fastening piece 110 and The fastening means 200 is fastened to the bracket 100 including the second fastening piece 120 integrally formed at right angles, and on one surface of the first fastening piece 110 of the bracket 100 in the first direction.
  • a plurality of serrations 112 are formed to be orthogonal to the formed slit-type fastening hole 111, and each serration 112 has a concave cross section to have a predetermined curvature toward the slit-type fastening hole 111,
  • a tension washer 300 is provided on one surface of the first fastening piece 110 of the bracket 100 and fastened by the fastening means 200, and the tensile washer 300 passes through the fastening means 200.
  • a circular fastening hole 310 may be formed, and a plurality of serrations 320 may be formed on one surface.
  • the serration 320 of the tension washer 300 may have a convex cross-section so as to have a curvature corresponding to the same interval as that of the serration 112 of the first fastening piece 100 .
  • the serration 112 of the first fastening piece 100 and the serration 320 of the tension washer 300 are formed to have a tip-shaped peak and a valley, and the peak and the valley are formed at the same angle to each other.
  • a circular cutting edge is formed when a plurality of serrations are formed on one surface of the first fastening piece to be perpendicular to the slit-type fastening hole.
  • each serration has a concave cross-section, and is formed symmetrically around the slit-type fastening hole, so that when the plating solution for surface finishing is applied, the plating solution is discharged through the slit-type fastening hole, so it is possible to prevent the formation of condensation.
  • the serrations of the first fastening piece and the tensile washer are formed to have a tip-shaped peak and a valley, respectively, and the peak and the valley are formed at the same angle to each other, so that they are engaged to have a sufficient surface area, so that further improved tensile strength can be expected. have.
  • FIGS. 1A and 1B are perspective views illustrating a connection member according to a prior art document.
  • Figure 2 is a perspective view showing a bracket according to various embodiments of the present invention.
  • Figure 3 is a state diagram showing a connection member according to an embodiment of the present invention.
  • Figure 4 is an exploded perspective view showing a connection member according to an embodiment of the present invention.
  • FIG. 5 is a perspective view illustrating a tension washer according to an embodiment of the present invention.
  • Figure 6 is a plan view for explaining the seismic performance principle of the connection member according to an embodiment of the present invention.
  • connection member 7 is a cross-sectional view for explaining the seismic performance principle of the connection member according to an embodiment of the present invention.
  • FIG. 8 is a cross-sectional view illustrating a state of use of a connecting member according to an embodiment of the present invention.
  • bracket 100 and the connection member (F) using the improved tensile strength and seismic performance of the present invention based on the items shown in the drawings will be described in detail.
  • the bracket 100 with improved tensile strength and seismic performance of the present invention is composed of a first fastening piece 110 and a second fastening piece 120 integrally formed in an angular shape and at right angles to each other as shown in FIG. 2 . .
  • the bracket 100 of the present invention is manufactured in a state including the shapes of the first fastening piece 110 and the second fastening piece 120 according to the shape and coupling method of the fastening object to be fastened or supported.
  • the end of the first fastening piece 110 may be bent and extended or the end of the second fastening piece 120 may be bent and extended to have various shapes.
  • the bracket 100 has a slit-type fastening hole 111 formed in the first direction so that the fastening means 200 can be selectively fastened to the first fastening piece 110 .
  • the fastening means 200 can be fastened to a specific position of the slit-type fastening hole 111 elongated in the first direction.
  • the fastening means 200 has a head, and a bolt 210 having a male thread on an outer peripheral surface thereof, and a nut 220 having a female thread to be fastened to the bolt 210.
  • the fastening means 200 may be fastened so as to sequentially pass through the washer 300 to be described later, the first fastening piece 110 of the bracket 100 and the object to be fastened.
  • the fastening means 200 may be an anchor bolt embedded in a concrete slab or other wall.
  • each of the serrations 112 as shown in the enlarged view of FIG. A major difference exists in that it is formed to have a concave cross section to have a predetermined curvature toward the slit-type fastening hole 111 .
  • the serration 112 is formed to have a predetermined curvature, only the portion adjacent to the slit-type fastening hole 111 without forming the serration 112 over the entire surface of the first fastening piece 110 .
  • the serration 112 may be formed, and the flat portion 113 without a separate serration processing may be provided in other portions. That is, in the manufacturing process of forming a plurality of serrations 112 to be orthogonal to the slit-type fastening hole 111 on one surface of the first fastening piece 110, a circular cutting edge is used to obtain the same predetermined curvature as the cutting edge.
  • the support is formed by forming the serration 112 of the concave cross-section, thereby reducing work time and cost, thereby improving work efficiency.
  • a separate fastening hole may not be formed in the second fastening piece 120 or a circular fastening hole may be formed, and as shown in Fig. 2 (b), in the embodiment Accordingly, at least one slit-type fastening hole 121 may be formed on one surface of the second fastening piece 120 as well as the first fastening piece 110 in the second direction. In addition, it is also possible to form a plurality of slit-type fastening holes 121 in the second direction as shown in (c) of FIG.
  • a plurality of serrations 122 may be formed to be orthogonal to the slit-type fastening hole 121 formed in the second direction. have.
  • each individual serration 122 constituting the plurality of serrations 122 may be formed to have a concave cross section to have a predetermined curvature toward the center of the slit-type fastening hole 121 .
  • the serration 122 formed on the second fastening piece 120 also has a slit-type fastening hole ( 121), the serration 122 is formed only in the portion adjacent to the portion, and the flat portion 123 without a separate serration processing can be provided in other portions, thereby reducing work time and cost, thereby improving work efficiency. have.
  • the serrations 112 and 122 formed on the first and second fastening pieces 110 and 120 are symmetrical about the slit-type fastening holes 111 and 121 .
  • the first serrations 112a and 122a may be formed on one side, and second serrations 112b and 122b may be formed on the other side.
  • each of the serrations 112 and 122 has a concave cross section, and is formed symmetrically around the slit-type fastening hole 111 so that the plating solution remains in the valleys of the serrations even when a plating solution for surface finishing is applied. Since it is discharged to the slit-type fastening hole 111 along the curvature of the first serrations 112a, 122a or the second serrations 112b and 122b, it is possible to prevent the plating solution from forming. Furthermore, since the area to be well-cut by the first fastening piece 110 and the second fastening piece 120 can be limited to a part, the efficiency of the cutting process using the circular cutting edge can be secured.
  • the serration 112 of the first fastening piece 110 and the serration 122 of the second fastening piece 120 have the same spacing g and curvature ( r1).
  • the interval g between the serrations 112 and 122 may be defined as the distance between the peaks, and the curvature r may also be defined as the curvature formed by the peaks or valleys.
  • the curvature r2 of the serrations 320 formed on the tension washer 300 is the curvature r1 of the serrations 112 and 122 formed on the first and second fastening pieces 110 and 120 .
  • ) is based on the ridge, and conversely, when the curvature r1 of the serrations 112 and 122 is based on the trough, the curvature r1 (r2) is defined based on the ridge. ) is preferably formed to be identical to each other.
  • the bracket 100 has a first fastening piece 110 having a slit-type fastening hole 111 formed therein in the first direction as described above, and is integrally formed to be perpendicular to the first fastening piece 110 .
  • the fastening means 200 is fastened to the first fastening piece 110 of the bracket 100 .
  • the fastening means 200 may be composed of a bolt 210 having a head and having a male thread on the outer circumferential surface, and a nut 220 having a female thread to be fastened to the bolt 210, and the fastening means 200 will be described later.
  • a plurality of serrations 112 are formed on one surface of the first fastening piece 110 of the bracket 100 so as to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and the 1
  • the fastening piece 110 is fastened by the fastening means 200 in a state in which the tension washer 300 is provided on one surface.
  • the tension washer 300 has a circular fastening hole 310 through which the fastening means 200 passes, and a plurality of serrations 320 are formed on one surface to form the first fastening. It is provided to engage with the serration 112 formed on the piece 110 and is press-fastened by the fastening means 200 .
  • each serration 112 formed in the slit-type fastening hole 111 is formed to have a concave cross section to have a predetermined curvature
  • the serration 320 of the tension washer 300 is the first
  • the fastening piece 110 is formed to have a convex cross-section to have the same spacing and a corresponding curvature as the serrations 112 .
  • the serration 112 of the first fastening piece 110 and the serration 320 of the tension washer 300 have the same interval g and the corresponding curvature r1 ) (r2) may be defined to mean that the distance between the peaks forming the serrations 112 and 320 is the same, and the serration 320 formed on the tension washer 300 is
  • the curvature r2 is based on the valley part
  • the curvature r1 of the serrations 112 and 122 formed in the first and second fastening pieces 110 and 120 can be defined based on the mountain part
  • the curvatures r1 of the serrations 112 and 122 are defined based on the valleys
  • the curvatures r1 and r2 can be defined to be identical to each other by defining the peaks as the reference.
  • the slit-type fastening hole 121 is formed in the second direction, and a plurality of serrations 122 are formed in a direction orthogonal to the second direction. It is also preferable that the serrations 320 of the tension washer 300 described above are formed to have the same spacing g and curvature r2.
  • the bolt 210 and the nut 220 Since it is fastened by pressure, sufficient tensile strength can be secured based on a sufficient fastening depth due to the curvature of the serrations 112, 122, and 320, which ultimately leads to a stable fastening force.
  • the serration 112 of the first fastening piece 110 and the serration 320 of the tension washer 300 are formed to have a tip-shaped peak and a valley, and the peak and the valley may be formed at the same angle to each other.
  • the serrations 111 of the first fastening piece 110 and the serrations 320 of the tension washer 300 are preferably formed in the same shape as the ridges and valleys, and the angles are also the same. By forming, it is possible to form an ideal interlocking structure in which the surface area is completely in contact, and thus, further improved tensile strength can be expected.
  • bracket 100 with improved tensile strength and seismic resistance performance described above and the connection member F using the same can be obtained by those of ordinary skill in the art to which the present invention pertains without changing the technical spirit or essential features of the present invention. It will be understood that it may be embodied in specific forms.

Abstract

The present invention relates to a bracket with improved tensile strength and earthquake-proof performance, and a connection member using same. To this end, the present invention provides a bracket, comprising a first fastening piece in which slit-shaped fastening holes are formed in a first direction and a second fastening piece which is integrally formed to be perpendicular to the first fastening piece so that a fastening means can be selectively fastened, wherein a plurality of serrations are formed, on one surface of the first fastening piece, to be orthogonal to the slit-shaped fastening holes formed in the first direction, and each of the serrations has a concave cross-section having a predetermined curvature toward the slit-shaped fastening hole. Thus, since the serrations having the concave cross-section and formed on the bracket and the serrations having the convex cross-section and formed on a washer are pressure-fastened by bolts in a state of being in contact with each other, sufficient tensile strength can be ensured, and since the serration having a curvature can tolerate a part of the displacement even in the orthogonal direction, there is an advantage that the multidirectional displacement can be tolerated.

Description

인장 강도와 내진 성능을 향상시킨 브라켓 및 이를 이용한 연결부재Bracket with improved tensile strength and seismic performance and connecting member using the same
본 발명은 인장 강도와 내진 성능을 향상시킨 브라켓 및 이를 이용한 연결부재에 관한 것으로, 보다 상세하게는 제1 방향으로 슬릿형 체결공이 형성된 제1 체결편과 직각되게 일체로 형성되는 제2 체결편을 포함하되, 상기 제1 체결편의 일면에 슬릿형 체결공과 직교하는 방향으로 소정의 곡률을 지니도록 오목한 단면을 지니는 복수의 세레이션이 형성되는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 브라켓 및 이를 이용한 연결부재에 관한 것이다.The present invention relates to a bracket having improved tensile strength and seismic performance, and a connecting member using the same, and more particularly, to a first fastening piece having a slit-type fastening hole formed in a first direction and a second fastening piece integrally formed at right angles to each other. A bracket with improved tensile strength and seismic performance, characterized in that a plurality of serrations having a concave cross section are formed on one surface of the first fastening piece to have a predetermined curvature in a direction orthogonal to the slit-type fastening hole, and It relates to the connecting member used.
통상적으로 건축물에는 방향을 달리하여 직교하는 두 부재를 체결하거나, 외장재를 고정하기 위한 목적으로 앵글형 브라켓이 많이 사용된다. 특히, 최근에는 건축물의 입면을 미려하게 형성하게 시공하기 위하여 커튼 월 구조가 활발히 시공되고 있으며, 이때 커튼 월을 지지하기 위한 목적으로 슬래브나 기타 구조체에 프레임을 체결하거나, 직교하는 프레임을 상호 결속하거나, 기타 석재와 같은 중량의 외장패널을 직간접적으로 체결하기 위한 용도 등으로 활발히 사용되고 있다.In general, angle-type brackets are often used in buildings for the purpose of fastening two orthogonal members with different directions or fixing exterior materials. In particular, in recent years, curtain wall structures are being actively constructed in order to construct a beautiful elevation of a building. , are actively used for direct or indirect fastening of exterior panels of the same weight as other stone materials.
그런데 이러한 외장패널은 풍 하중이나 지진 하중과 같은 횡 하중을 직접적으로 전달받을 뿐만 아니라 기타 진동이 전달되기 쉬운 구조이므로, 브라켓과 나사의 조임이 느슨해지거나, 브라켓의 고정방향이 뒤틀리는 한계가 발생되었으며, 특히 조임이 느슨해지는 경우 브라켓과 볼트 사이에 슬립현상이 발생하여 결국 하중을 이기지 못하고 브라켓이 절곡 변형되어 버리는 문제도 있었다.However, since these exterior panels not only directly receive lateral loads such as wind loads or earthquake loads, but also transmit other vibrations easily, there are limitations in that the fastening of the brackets and screws becomes loose or the fixing direction of the brackets is twisted. In particular, when the tightening is loosened, a slip phenomenon occurs between the bracket and the bolt, and eventually the load cannot be overcome and the bracket is bent and deformed.
이러한 문제점을 해결하기 위하여 대한민국 실용신안등록 실1996-0005780호의 '건축물외장 석재의 고정구'(1996. 7. 15. 공고, 이하 '선행기술문헌 1'이라 한다)가 제안된 바 있다. 상기 선행기술문헌 1은 도 1a에 도시된 바와 같이 플랜지의 일면에 세레이션을 형성하고, 이와 대응되는 와셔에도 세레이션을 형성하여 볼트 체결시 상호 맞물리도록 함으로써 횡하중에도 충분한 인장 강도가 확보되도록 제안하였다.In order to solve this problem, 'Fixing fixtures for building exterior stone materials' (Notice on July 15, 1996, hereinafter referred to as 'Prior Art Document 1') of Utility Model Registration No. 1996-0005780 of the Republic of Korea has been proposed. In the prior art document 1, as shown in FIG. 1a, a serration is formed on one surface of the flange, and a serration is also formed in the washer corresponding to this to engage with each other when bolting. .
그러나, 상기 선행기술문헌 1은 브래킷과 와셔 전면에 걸쳐 세레이션을 형성함에 따라 작업에 시간 및 비용이 많이 소모되고 표면 마감처리가 어려운 한계가 있었다. 즉, 세레이션을 형성하기 위한 밀링작업 중에 밀링 커터의 날이 쉽게 마모됨에 따라 잦은 교체로 인한 비용의 부담이 크고, 그에 따라 가공 시간도 길어질 수밖에 없었다. 특히, 표면 마감처리를 위하여 도금액을 도포함에 있어서 골 부분에 도금액의 맺힘 현상이 발생하여 체결력이 저하될 수밖에 없는 한계가 있었다.However, in the prior art document 1, as a serration is formed over the front surface of the bracket and the washer, a lot of time and money are consumed and the surface finish treatment is difficult. That is, as the blade of the milling cutter is easily worn during the milling operation to form the serration, the cost burden due to frequent replacement is high, and the machining time is inevitably increased accordingly. In particular, when the plating solution is applied for the surface finishing treatment, there is a limitation in that the plating solution is formed in the valleys, thereby reducing the fastening force.
이에 최근에는 대한민국 등록특허 제1983705호의 '구조용 및 내진설계용 연결부재'(2019. 5. 23. 등록, 이하 '선행기술문헌 2'라 한다)가 제안된 바 있다. 상기 선행기술문헌 2는 도 1b에 도시된 바와 같이 플랜지에 슬롯홀을 형성하되, 슬롯홀의 내주면에 세레이션을 형성하고, 이와 대응되는 와셔에도 슬롯홀에 삽입되는 돌출부를 형성하고, 돌출부에도 슬롯홀의 내주면에 대응되도록 세레이션을 형성함으로써 체결력을 확보하고자 하였다.Accordingly, recently, a 'connecting member for structural and seismic design' (registration on May 23, 2019, hereinafter referred to as 'prior art document 2') of Republic of Korea Patent Registration No. 1983705 has been proposed. The prior art document 2 forms a slot hole in the flange as shown in FIG. 1b, but a serration is formed on the inner circumferential surface of the slot hole, and a washer corresponding to this forms a protrusion to be inserted into the slot hole, and the protrusion of the slot hole By forming a serration to correspond to the inner circumferential surface, it was attempted to secure the fastening force.
그러나, 상기 선행기술문헌 2는 슬롯홀의 내주면에 세레이션을 형성하고, 와셔에도 이와 대응되도록 돌출부를 형성하는 등 작업공정이 복잡해짐에 따라 도리어 선행기술문헌 1 보다도 시간 및 비용이 많이 소모될 수밖에 없는 한계가 있었고, 무엇보다 슬롯홀의 내주면과 돌출부에 맞물리도록 형성된 세레이션에 인장강도를 전적으로 의존함에 따라 체결력이 현저히 저하되었고, 돌출부는 구조적 취약부로 작용될 수밖에 없었다.However, in the prior art document 2, as the work process becomes more complicated, such as forming a serration on the inner circumferential surface of the slot hole and forming a protrusion to correspond to this in the washer, time and cost are inevitably consumed more than in the prior art document 1 There was a limit, and above all, as the tensile strength was entirely dependent on the serration formed to engage the inner circumferential surface of the slot hole and the protrusion, the fastening force was significantly reduced, and the protrusion had no choice but to act as a structural weakness.
또한, 상기 선행기술문헌 1과 2는 풍 하중이나 지진 하중과 같은 횡 하중이 발생하는 경우에도 세레이션이 슬롯홀의 길이방향을 따라 연속적으로 형성됨에 따라 슬롯홀의 길이방향으로는 일부 변위 수용이 가능하나 슬롯홀의 길이방향과 직교하는 방향으로는 변위 수용이 불가능하므로 볼트나 브라켓 등이 절곡 변형되어 구조적 한계가 야기되는 문제점이 있었다.In addition, in the prior art documents 1 and 2, even when a lateral load such as a wind load or an earthquake load occurs, as the serration is continuously formed along the longitudinal direction of the slot hole, some displacement can be accommodated in the longitudinal direction of the slot hole. Since displacement cannot be accommodated in a direction orthogonal to the longitudinal direction of the slot hole, there is a problem in that a bolt or bracket is bent and deformed to cause a structural limitation.
본 발명은 상기한 문제점을 해소하기 위하여 제안된 것으로, 작업 시간과 비용을 절감하여 작업 효율이 향상될 수 있으며, 표면 마감처리를 위한 도금액의 도포에도 맺힘 현상이 발생하지 않고, 충분한 인장 강도를 확보할 수 있으므로 체결 강도를 확보할 수 있으며, 풍하중이나 지진 하중과 같은 횡 하중에 따른 다방향 변위 수용이 가능한 인장 강도와 내진 성능을 향상시킨 브라켓 및 이를 이용한 연결부재를 제공하는데 목적이 있다.The present invention has been proposed to solve the above problems, and work efficiency can be improved by reducing work time and cost, and no forming phenomenon occurs even when plating solution is applied for surface finishing, and sufficient tensile strength is secured Therefore, it is possible to secure fastening strength, and to provide a bracket with improved tensile strength and seismic performance that can accommodate multidirectional displacement according to lateral loads such as wind or seismic loads, and a connecting member using the same.
상기한 기술적 과제를 해결하기 위하여 본 발명의 인장강도와 내진성능을 향상시킨 브라켓(100)은, 체결수단(200)이 선택적으로 체결될 수 있도록 제1 방향으로 슬릿형 체결공(111)이 형성된 제1 체결편(110)이 형성되고, 상기 제1 체결편(110)과는 직각되게 일체로 형성되는 제2 체결편(120)을 포함하는 것으로, 상기 제1 체결편(110)의 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성되되, 각각의 세레이션(112)은 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니는 것을 특징으로 한다.In order to solve the above technical problem, in the bracket 100 with improved tensile strength and seismic performance of the present invention, a slit-type fastening hole 111 is formed in the first direction so that the fastening means 200 can be selectively fastened. A first fastening piece 110 is formed, and includes a second fastening piece 120 integrally formed at right angles to the first fastening piece 110 , and on one surface of the first fastening piece 110 , A plurality of serrations 112 are formed to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and each serration 112 is concave to have a predetermined curvature toward the slit-type fastening hole 111. It is characterized in that it has a cross-section.
또한, 상기 제2 체결편(120)의 일면에는 제2 방향으로 슬릿형 체결공(121)이 형성되고, 상기 슬릿형 체결공(121)과 직교하도록 복수의 세레이션(122)이 형성되되, 각각의 세레이션(122)은 슬릿형 체결공(121)의 중심을 향하여 소정의 곡률을 지니도록 오목한 단면을 지닐 수 있다.In addition, a slit-type fastening hole 121 is formed on one surface of the second fastening piece 120 in a second direction, and a plurality of serrations 122 are formed to be perpendicular to the slit-type fastening hole 121, Each serration 122 may have a concave cross section to have a predetermined curvature toward the center of the slit-type fastening hole 121 .
또한, 상기 세레이션(112)(122)은 슬릿형 체결공(111)(121)을 중심으로 대칭되게 형성되어 일측에는 제1 세레이션(112a)(122a)이 형성되고, 타측에는 제2 세레이션(112b)(122b)이 형성될 수 있다.In addition, the serrations 112 and 122 are symmetrically formed with respect to the slit- type fastening holes 111 and 121 so that the first serrations 112a and 122a are formed on one side, and the second serrations 112a and 122a are formed on the other side. rations 112b and 122b may be formed.
그리고 제1 체결편(110)의 세레이션(112)과 상기 제2 체결편(120)의 세레이션(122)은 동일한 간격과 곡률을 지니도록 형성될 수 있다.In addition, the serrations 112 of the first fastening piece 110 and the serrations 122 of the second fastening piece 120 may be formed to have the same spacing and curvature.
한편, 본 발명의 인장강도와 내진성능을 향상시킨 연결부재는 제1 방향으로 슬릿형 체결공(111)이 형성된 제1 체결편(110)이 형성되고, 상기 제1 체결편(110)과는 직각되게 일체로 형성되는 제2 체결편(120)을 포함하는 브라켓(100)에 체결수단(200)이 체결되는 것으로, 상기 브라켓(100)의 제1 체결편(110) 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성되되, 각각의 세레이션(112)은 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니고, 상기 브라켓(100)의 제1 체결편(110)의 일면에는 인장 와셔(300)가 구비된 상태로 체결수단(200)에 의하여 체결되되, 상기 인장 와셔(300)는 체결수단(200)이 관통하는 원형 체결공(310)이 형성되고, 일면에는 복수의 세레이션(320)이 형성될 수 있다.On the other hand, in the connection member with improved tensile strength and seismic performance of the present invention, a first fastening piece 110 having a slit-type fastening hole 111 formed in a first direction is formed, and the first fastening piece 110 and The fastening means 200 is fastened to the bracket 100 including the second fastening piece 120 integrally formed at right angles, and on one surface of the first fastening piece 110 of the bracket 100 in the first direction. A plurality of serrations 112 are formed to be orthogonal to the formed slit-type fastening hole 111, and each serration 112 has a concave cross section to have a predetermined curvature toward the slit-type fastening hole 111, A tension washer 300 is provided on one surface of the first fastening piece 110 of the bracket 100 and fastened by the fastening means 200, and the tensile washer 300 passes through the fastening means 200. A circular fastening hole 310 may be formed, and a plurality of serrations 320 may be formed on one surface.
또한, 상기 인장 와셔(300)의 세레이션(320)은 상기 제1 체결편(100)의 세레이션(112)과 동일한 간격과 대응되는 곡률을 지니도록 볼록한 단면을 지닐 수 있다.In addition, the serration 320 of the tension washer 300 may have a convex cross-section so as to have a curvature corresponding to the same interval as that of the serration 112 of the first fastening piece 100 .
그리고 상기 제1 체결편(100)의 세레이션(112)과 상기 인장 와셔(300)의 세레이션(320)은 첨단형 산부와 골부를 지니도록 형성되고, 상기 산부와 골부는 서로 동일한 각도로 형성될 수 있다.And the serration 112 of the first fastening piece 100 and the serration 320 of the tension washer 300 are formed to have a tip-shaped peak and a valley, and the peak and the valley are formed at the same angle to each other. can be
본 발명의 인장 강도와 내진 성능을 향상시킨 브라켓(100) 및 이를 이용한 연결부재(F)에 의하면, 상기 제1 체결편의 일면에 슬릿형 체결공과 직교하도록 복수의 세레이션을 형성함에 있어서 원형 절삭날을 이용하여 소정의 곡률을 지지는 오목한 단면의 세레이션을 형성함으로써 작업 시간과 비용을 절감하여 작업 효율이 향상될 수 있다.According to the bracket 100 having improved tensile strength and seismic resistance performance of the present invention and the connection member F using the same, a circular cutting edge is formed when a plurality of serrations are formed on one surface of the first fastening piece to be perpendicular to the slit-type fastening hole. By forming a serration of a concave cross-section supporting a predetermined curvature using
또한, 각각의 세레이션은 오목한 단면을 지니되, 슬릿형 체결공을 중심으로 대칭되게 형성되어 표면 마감처리를 위한 도금액의 도포시 도금액이 슬릿형 체결공으로 배출되므로 맺침 현상을 방지할 수 있다.In addition, each serration has a concave cross-section, and is formed symmetrically around the slit-type fastening hole, so that when the plating solution for surface finishing is applied, the plating solution is discharged through the slit-type fastening hole, so it is possible to prevent the formation of condensation.
나아가, 브라켓에 형성된 오목한 단면의 세레이션과 와셔에 형성된 볼록한 단면의 세레이션이 상호 맞닿은 상태로 볼트에 의하여 가압 체결되므로, 충분한 인장 강도를 확보할 수 있고, 이로써 안정된 체결력을 기대할 수 있다. Furthermore, since the serration of the concave cross-section formed in the bracket and the serration of the convex cross-section formed in the washer are pressed and fastened by the bolt while in contact with each other, sufficient tensile strength can be ensured, and thus a stable fastening force can be expected.
뿐만 아니라, 풍하중이나 지진 하중과 같은 횡 하중의 발생에도 슬릿형 체결공의 길이방향으로만 변위가 수용되지 않고, 곡률을 지니는 세레이션에 의하여 직교하는 방향으로도 일부 변위가 수용될 수 있으므로 다방향 변위 수용이 가능한 이점이 있다.In addition, even when a lateral load such as wind load or seismic load occurs, displacement is not accepted only in the longitudinal direction of the slit-type fastening hole, and some displacement can be accommodated in the orthogonal direction by the serration having curvature, so it is multidirectional. There is an advantage that displacement can be accommodated.
그리고 상기 제1 체결편과 인장 화셔의 세레이션은 각각 첨단형 산부와 골부를 지니도록 형성되고, 상기 산부와 골부는 서로 동일한 각도로 형성됨으로써 충분한 표면적을 지니도록 계합되어 더욱 향상된 인장 강도를 기대할 수 있다.In addition, the serrations of the first fastening piece and the tensile washer are formed to have a tip-shaped peak and a valley, respectively, and the peak and the valley are formed at the same angle to each other, so that they are engaged to have a sufficient surface area, so that further improved tensile strength can be expected. have.
도 1a 및 도 1b는 선행기술문헌에 따른 연결부재를 도시한 사시도.1A and 1B are perspective views illustrating a connection member according to a prior art document.
도 2는 본 발명의 다양한 실시예에 따른 브라켓을 도시한 사시도.Figure 2 is a perspective view showing a bracket according to various embodiments of the present invention.
도 3은 본 발명의 일 실시예에 따른 연결부재를 도시한 사용상태도.Figure 3 is a state diagram showing a connection member according to an embodiment of the present invention.
도 4는 본 발명의 일 실시예에 따른 연결부재를 도시한 분해 사시도.Figure 4 is an exploded perspective view showing a connection member according to an embodiment of the present invention.
도 5는 본 발명의 일 실시예에 따른 인장 와셔를 도시한 사시도.5 is a perspective view illustrating a tension washer according to an embodiment of the present invention.
도 6은 본 발명의 일 실시예에 따른 연결부재의 내진 성능원리를 설명하기 위한 평면도.Figure 6 is a plan view for explaining the seismic performance principle of the connection member according to an embodiment of the present invention.
도 7은 본 발명의 일 실시예에 따른 연결부재의 내진 성능원리를 설명하기 위한 단면도.7 is a cross-sectional view for explaining the seismic performance principle of the connection member according to an embodiment of the present invention.
도 8은 본 발명의 일 실시예에 따른 연결부재의 사용상태를 도시한 단면도.8 is a cross-sectional view illustrating a state of use of a connecting member according to an embodiment of the present invention.
이하에서는 도면에 도시된 사항을 바탕으로 본 발명의 인장 강도와 내진 성능을 향상시킨 브라켓(100) 및 이를 이용한 연결부재(F)에 대하여 바람직한 실시예를 바탕으로 상세하게 설명한다.Hereinafter, based on the preferred embodiment of the bracket 100 and the connection member (F) using the improved tensile strength and seismic performance of the present invention based on the items shown in the drawings will be described in detail.
본 발명의 인장 강도와 내진 성능을 향상시킨 브라켓(100)은 도 2에 도시된 바와 같이 앵글형으로 상호 직각되게 일체로 형성되는 제1 체결편(110)과 제2 체결편(120)으로 구성된다. 다만, 본 발명의 브라켓(100)은 비록 도시하지 않았으나, 체결되거나 지지되는 피체결물의 형상과 결합방식에 따라서 제1 체결편(110)과 제2 체결편(120)의 형상을 포함한 상태로 제1 체결편(110)의 단부가 절곡 연장되거나 제2 체결편(120)의 단부가 절곡 연장되어 다양한 형상을 지니도록 제작될 수 있다.The bracket 100 with improved tensile strength and seismic performance of the present invention is composed of a first fastening piece 110 and a second fastening piece 120 integrally formed in an angular shape and at right angles to each other as shown in FIG. 2 . . However, although not shown, the bracket 100 of the present invention is manufactured in a state including the shapes of the first fastening piece 110 and the second fastening piece 120 according to the shape and coupling method of the fastening object to be fastened or supported. The end of the first fastening piece 110 may be bent and extended or the end of the second fastening piece 120 may be bent and extended to have various shapes.
한편, 본 발명의 일 실시예에 따르면 상기 브라켓(100)은 제1 체결편(110)에 체결수단(200)이 선택적으로 체결될 수 있도록 제1 방향으로 슬릿형 체결공(111)이 형성될 수 있다. 즉, 제1 방향으로 길게 형성된 슬릿형 체결공(111)의 특정한 위치에 체결수단(200)이 체결되도록 하여 시공상의 가변성과 효율성을 꾀할 수 있다.On the other hand, according to an embodiment of the present invention, the bracket 100 has a slit-type fastening hole 111 formed in the first direction so that the fastening means 200 can be selectively fastened to the first fastening piece 110 . can That is, it is possible to achieve variability and efficiency in construction by allowing the fastening means 200 to be fastened to a specific position of the slit-type fastening hole 111 elongated in the first direction.
도 3 및 도 4에 도시된 바와 같이 상기 체결수단(200)은 헤드를 지니고 외주면에는 수나사산이 형성된 볼트(210) 그리고 상기 볼트(210)와 체결되도록 암나사산이 형성된 너트(220)로 구성될 수 있으며, 상기 체결수단(200)은 후술할 와셔(300)와 브라켓(100)의 제1 체결편(110) 그리고 피체결물을 순차적으로 관통하도록 체결될 수 있다. 이때, 상기 체결수단(200)은 콘크리트 슬래브나 기타 벽체 등에 매립된 앵커볼트일 수 있음은 물론이다.As shown in FIGS. 3 and 4, the fastening means 200 has a head, and a bolt 210 having a male thread on an outer peripheral surface thereof, and a nut 220 having a female thread to be fastened to the bolt 210. Can be composed of In addition, the fastening means 200 may be fastened so as to sequentially pass through the washer 300 to be described later, the first fastening piece 110 of the bracket 100 and the object to be fastened. In this case, of course, the fastening means 200 may be an anchor bolt embedded in a concrete slab or other wall.
또한, 본 발명의 제1 체결편(110)의 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성된다. 다만, 본 발명의 인장 강도와 내진 성능을 향상시킨 브라켓(100)은 단순히 복수의 세레이션(112)을 형성한 것에 더 나아가 도 4의 확대도에 도시된 바와 같이 각각의 세레이션(112)이 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니도록 형성되는 점에 주요한 차별성이 존재한다.In addition, a plurality of serrations 112 are formed on one surface of the first fastening piece 110 of the present invention to be orthogonal to the slit-type fastening hole 111 formed in the first direction. However, in the bracket 100 with improved tensile strength and seismic performance of the present invention, each of the serrations 112 as shown in the enlarged view of FIG. A major difference exists in that it is formed to have a concave cross section to have a predetermined curvature toward the slit-type fastening hole 111 .
이때, 상기 세레이션(112)은 소정의 곡률을 지니도록 형성되므로 제1 체결편(110)의 전면에 걸쳐 세레이션(112)을 형성함이 없이 슬릿형 체결공(111)에 인접된 부분에만 세레이션(112)을 형성하고, 그 외의 부분에는 별도의 세레이션 가공이 없는 플랫부(113)를 마련할 수 있다. 즉, 상기 제1 체결편(110)의 일면에 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)을 형성하는 제작과정에서 원형 절삭날을 이용하여 절삭날과 동일한 소정의 곡률을 지지는 오목한 단면의 세레이션(112)이 형성됨으로써 작업 시간과 비용을 절감하여 작업 효율이 향상될 수 있다.At this time, since the serration 112 is formed to have a predetermined curvature, only the portion adjacent to the slit-type fastening hole 111 without forming the serration 112 over the entire surface of the first fastening piece 110 . The serration 112 may be formed, and the flat portion 113 without a separate serration processing may be provided in other portions. That is, in the manufacturing process of forming a plurality of serrations 112 to be orthogonal to the slit-type fastening hole 111 on one surface of the first fastening piece 110, a circular cutting edge is used to obtain the same predetermined curvature as the cutting edge. The support is formed by forming the serration 112 of the concave cross-section, thereby reducing work time and cost, thereby improving work efficiency.
한편, 도 2의 (a)와 같이 제2 체결편(120)에 별도의 체결공을 형성하지 않거나 원형의 체결공을 형성할 수도 있으며, 도 2의 (b)에 도시된 바와 같이 실시형태에 따라서는 상기 제1 체결편(110)은 물론 제2 체결편(120)의 일면에도 제2 방향으로 적어도 하나의 슬릿형 체결공(121)이 형성될 수 있다. 또한, 도 2의 (c)에 도시된 바와 같이 제2 방향으로 복수의 슬릿형 체결공(121)을 형성하는 것도 가능하다.On the other hand, as shown in Fig. 2 (a), a separate fastening hole may not be formed in the second fastening piece 120 or a circular fastening hole may be formed, and as shown in Fig. 2 (b), in the embodiment Accordingly, at least one slit-type fastening hole 121 may be formed on one surface of the second fastening piece 120 as well as the first fastening piece 110 in the second direction. In addition, it is also possible to form a plurality of slit-type fastening holes 121 in the second direction as shown in (c) of FIG.
상기 제2 체결편(120)에 슬릿형 체결공(121)을 형성하는 실시형태에 있어서도 제2 방향으로 형성되는 슬릿형 체결공(121)과 직교하도록 복수의 세레이션(122)이 형성될 수 있다. 마찬가지로 복수의 세레이션(122)을 구성하는 각각의 개별 세레이션(122)은 슬릿형 체결공(121)의 중심을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니도록 형성될 수 있다.Also in the embodiment in which the slit-type fastening hole 121 is formed in the second fastening piece 120 , a plurality of serrations 122 may be formed to be orthogonal to the slit-type fastening hole 121 formed in the second direction. have. Similarly, each individual serration 122 constituting the plurality of serrations 122 may be formed to have a concave cross section to have a predetermined curvature toward the center of the slit-type fastening hole 121 .
또한, 제1 체결편(110)에 형성되는 세레이션(112)과 마찬가지로 제2 체결편(120)에 형성되는 세레이션(122)에도 전면에 걸쳐 세레이션을 형성함이 없이 슬릿형 체결공(121)에 인접된 부분에만 세레이션(122)을 형성하고, 그 외의 부분에는 별도의 세레이션 가공이 없는 플랫부(123)를 마련할 수 있으므로 작업 시간과 비용을 절감하여 작업 효율이 향상될 수 있다.In addition, like the serration 112 formed on the first fastening piece 110, the serration 122 formed on the second fastening piece 120 also has a slit-type fastening hole ( 121), the serration 122 is formed only in the portion adjacent to the portion, and the flat portion 123 without a separate serration processing can be provided in other portions, thereby reducing work time and cost, thereby improving work efficiency. have.
한편, 도 4에 도시된 바와 같이 상술한 제1,2 체결편(110)(120)에 형성되는 세레이션(112)(122)은 슬릿형 체결공(111)(121)을 중심으로 대칭되게 형성되어 일측에는 제1 세레이션(112a)(122a)이 형성되고, 타측에는 제2 세레이션(112b)(122b)이 형성될 수 있다. On the other hand, as shown in FIG. 4 , the serrations 112 and 122 formed on the first and second fastening pieces 110 and 120 are symmetrical about the slit-type fastening holes 111 and 121 . The first serrations 112a and 122a may be formed on one side, and second serrations 112b and 122b may be formed on the other side.
이로써, 각각의 세레이션(112)(122)은 오목한 단면을 지니되, 슬릿형 체결공(111)을 중심으로 대칭되게 형성되어 표면 마감처리를 위한 도금액을 도포하더라도 도금액이 세레이션의 골부에 잔존함이 없이 제1 세레이션(112a)(122a) 또는 제2 세레이션(112b)(122b)의 곡률을 따라 슬릿형 체결공(111)으로 배출되므로 도금액의 맺침 현상을 방지할 수 있다. 나아가, 상기 제1 체결편(110)과 제2 체결편(120)에 잘삭 가공되는 면적도 일부분으로 국한시킬 수 있으므로 원형 절삭날을 이용한 절삭 공정의 효율성을 확보할 수 있다.Accordingly, each of the serrations 112 and 122 has a concave cross section, and is formed symmetrically around the slit-type fastening hole 111 so that the plating solution remains in the valleys of the serrations even when a plating solution for surface finishing is applied. Since it is discharged to the slit-type fastening hole 111 along the curvature of the first serrations 112a, 122a or the second serrations 112b and 122b, it is possible to prevent the plating solution from forming. Furthermore, since the area to be well-cut by the first fastening piece 110 and the second fastening piece 120 can be limited to a part, the efficiency of the cutting process using the circular cutting edge can be secured.
나아가, 도 6 및 도 8에 도시된 바와 같이 상기 제1 체결편(110)의 세레이션(112)과 상기 제2 체결편(120)의 세레이션(122)은 동일한 간격(g)과 곡률(r1)을 지니도록 형성될 수 있다. 이때, 상기 세레이션(112)(122)의 간격(g)은 산부 간의 거리로 정의할 수 있으며, 곡률(r)도 산부 또는 골부가 형성하는 곡률로 정의할 수 있다.Further, as shown in FIGS. 6 and 8 , the serration 112 of the first fastening piece 110 and the serration 122 of the second fastening piece 120 have the same spacing g and curvature ( r1). In this case, the interval g between the serrations 112 and 122 may be defined as the distance between the peaks, and the curvature r may also be defined as the curvature formed by the peaks or valleys.
상기 제1 체결편(110)의 세레이션(112)과 상기 제2 체결편(120)의 세레이션(122)이 동일한 간격(g)과 곡률(r1)을 지니도록 형성되면, 후술할 인장 와셔(300)도 이와 대응되도록 동일한 간격(g)과 상응하는 곡률(r2)을 지니도록 세레이션(320)을 형성함으로써, 하나의 인장 와셔(300)를 제1 체결편(110)은 물론 제2 체결편(120)에도 범용적으로 사용할 수 있는 장점이 발휘된다.When the serration 112 of the first fastening piece 110 and the serration 122 of the second fastening piece 120 are formed to have the same spacing g and curvature r1, a tensile washer to be described later By forming the serrations 320 to have the same spacing (g) and the corresponding curvature (r2) to correspond to the 300 as well, one tension washer 300 is applied to the first fastening piece 110 as well as the second The advantage of being able to be universally used also for the fastening piece 120 is exhibited.
이때, 상기 인장 와셔(300)에 형성되는 세레이션(320)의 곡률(r2)이란, 제1,2 체결편(110)(120)에 형성되는 세레이션(112)(122)의 곡률(r1)을 산부를 기준으로 하는 경우에는 골부를 기준으로 하며, 반대로 세레이션(112)(122)의 곡률(r1)을 골부를 기준으로 하는 경우에는 산부를 기준으로 정의함으로써 상기 곡률(r1)(r2)은 서로 동일하게 형성되는 것이 바람직하다.In this case, the curvature r2 of the serrations 320 formed on the tension washer 300 is the curvature r1 of the serrations 112 and 122 formed on the first and second fastening pieces 110 and 120 . ) is based on the ridge, and conversely, when the curvature r1 of the serrations 112 and 122 is based on the trough, the curvature r1 (r2) is defined based on the ridge. ) is preferably formed to be identical to each other.
이하에서는 도 3 및 도 4에 도시된 바와 같이 본 발명의 브라켓(100)과 체결수단(200) 및 와셔(300)를 포함하는 연결부재(F)의 구체적인 체결방법과 결합관계를 중심으로 보다 상세하게 설명한다. 상기 브라켓(100)은 상술한 바와 같이 제1 방향으로 슬릿형 체결공(111)이 형성된 제1 체결편(110)이 형성되고, 상기 제1 체결편(110)과는 직각되게 일체로 형성되는 제2 체결편(120)을 포함하는 것으로, 상기 브라켓(100)의 제1 체결편(110)에 체결수단(200)이 체결된다.Hereinafter, as shown in FIGS. 3 and 4 , the specific fastening method and coupling relationship of the connecting member F including the bracket 100 and the fastening means 200 and the washer 300 of the present invention will be described in more detail below. explain in detail. The bracket 100 has a first fastening piece 110 having a slit-type fastening hole 111 formed therein in the first direction as described above, and is integrally formed to be perpendicular to the first fastening piece 110 . By including the second fastening piece 120 , the fastening means 200 is fastened to the first fastening piece 110 of the bracket 100 .
상기 체결수단(200)은 헤드를 지니고 외주면에는 수나사산이 형성된 볼트(210) 그리고 상기 볼트(210)와 체결되도록 암나사산이 형성된 너트(220)로 구성될 수 있으며, 상기 체결수단(200)은 후술할 와셔(300)와 브라켓(100)의 제1 체결편(110) 그리고 피체결물을 순차적으로 관통하도록 체결될 수 있다.The fastening means 200 may be composed of a bolt 210 having a head and having a male thread on the outer circumferential surface, and a nut 220 having a female thread to be fastened to the bolt 210, and the fastening means 200 will be described later. The washer 300 to be fastened to pass through the first fastening piece 110 of the bracket 100 and the object to be fastened sequentially.
한편, 상기 브라켓(100)의 제1 체결편(110) 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성되며, 상기 브라켓(100)의 제1 체결편(110) 일면에는 인장 와셔(300)가 구비된 상태로 체결수단(200)에 의하여 체결된다.On the other hand, a plurality of serrations 112 are formed on one surface of the first fastening piece 110 of the bracket 100 so as to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and the 1 The fastening piece 110 is fastened by the fastening means 200 in a state in which the tension washer 300 is provided on one surface.
이때, 상기 인장 와셔(300)는 도 5에 도시된 바와 같이 체결수단(200)이 관통하는 원형 체결공(310)이 형성되고, 일면에는 복수의 세레이션(320)이 형성되어 상기 제1 체결편(110)에 형성된 세레이션(112)과 맞물리도록 구비되어 체결수단(200)에 의하여 가압 체결된다.At this time, as shown in FIG. 5 , the tension washer 300 has a circular fastening hole 310 through which the fastening means 200 passes, and a plurality of serrations 320 are formed on one surface to form the first fastening. It is provided to engage with the serration 112 formed on the piece 110 and is press-fastened by the fastening means 200 .
다만, 본 발명의 인장 강도와 내진 성능을 향상시킨 연결부재(F)는 단순히 복수의 세레이션(112)(320)을 형성한 것에 더 나아가 도 5에 도시된 바와 같이 상기 제1 체결편(112)에 형성된 각각의 세레이션(112)은 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니도록 형성되고, 상기 인장 와셔(300)의 세레이션(320)은 상기 제1 체결편(110)의 세레이션(112)과 동일한 간격과 대응되는 곡률을 지니도록 볼록한 단면을 지니도록 형성되는 점에 주요한 차별성이 존재한다.However, the connecting member (F) with improved tensile strength and seismic performance of the present invention goes further than simply forming a plurality of serrations 112 and 320, as shown in FIG. ), each serration 112 formed in the slit-type fastening hole 111 is formed to have a concave cross section to have a predetermined curvature, and the serration 320 of the tension washer 300 is the first A major difference exists in that the fastening piece 110 is formed to have a convex cross-section to have the same spacing and a corresponding curvature as the serrations 112 .
구체적으로 도 6 및 도 8에 도시된 바와 같이 상기 제1 체결편(110)의 세레이션(112)과 인장 와셔(300)의 세레이션(320)이 동일한 간격(g)과 대응되는 곡률(r1)(r2)을 지니도록 형성된다는 의미는 세레이션(112)(320)을 형성하는 산부의 거리가 동일하다는 의미로 정의될 수 있으며, 상기 인장 와셔(300)에 형성되는 세레이션(320)의 곡률(r2)을 골부를 기준으로 하는 경우, 제1,2 체결편(110)(120)에 형성되는 세레이션(112)(122)의 곡률(r1)이란 산부를 기준으로 정의할 수 있으며, 반대로 세레이션(112)(122)의 곡률(r1)을 골부를 기준으로 하는 경우에는 산부를 기준으로 정의함으로써 상기 곡률(r1)(r2)이 서로 동일하게 형성되는 것으로 정의할 수 있다.Specifically, as shown in FIGS. 6 and 8 , the serration 112 of the first fastening piece 110 and the serration 320 of the tension washer 300 have the same interval g and the corresponding curvature r1 ) (r2) may be defined to mean that the distance between the peaks forming the serrations 112 and 320 is the same, and the serration 320 formed on the tension washer 300 is When the curvature r2 is based on the valley part, the curvature r1 of the serrations 112 and 122 formed in the first and second fastening pieces 110 and 120 can be defined based on the mountain part, Conversely, when the curvatures r1 of the serrations 112 and 122 are defined based on the valleys, the curvatures r1 and r2 can be defined to be identical to each other by defining the peaks as the reference.
마찬가지로, 브라켓(100)의 제2 체결편(120)에도 제2 방향으로 슬릿형 체결공(121)이 형성되고, 제2 방향과 직교하는 방향으로 복수의 세레이션(122)이 형성되는 실시형태에 있어서도 상술한 인장 와셔(300)의 세레이션(320)이 동일한 간격(g)과 곡률(r2)을 지니도록 형성되는 것이 바람직하다.Similarly, in the second fastening piece 120 of the bracket 100 , the slit-type fastening hole 121 is formed in the second direction, and a plurality of serrations 122 are formed in a direction orthogonal to the second direction. It is also preferable that the serrations 320 of the tension washer 300 described above are formed to have the same spacing g and curvature r2.
이로써, 상기 브라켓(100)에 형성된 오목한 단면의 세레이션(112)(122)과 인장 와셔(300)에 형성된 볼록한 단면의 세레이션(320)이 상호 맞닿은 상태로 볼트(210)와 너트(220)에 의하여 가압 체결되므로, 상기 세레이션(112)(122)(320)의 곡률에 의한 충분한 체결심도를 바탕으로 충분한 인장 강도가 확보될 수 있고, 이는 궁극적으로 안정된 체결력으로 직결된다.Accordingly, in a state in which the serrations 112 and 122 of the concave section formed in the bracket 100 and the serrations 320 of the convex section formed in the tension washer 300 are in contact with each other, the bolt 210 and the nut 220 Since it is fastened by pressure, sufficient tensile strength can be secured based on a sufficient fastening depth due to the curvature of the serrations 112, 122, and 320, which ultimately leads to a stable fastening force.
뿐만 아니라, 도 7의 (a)에 도시된 상태에서 (b)에 도시된 상태와 같이 풍하중이나 지진 하중과 같은 횡 하중의 발생에도 슬릿형 체결공(111)(121)의 길이방향으로 변위됨은 물론, 도 6의 (a)에 도시된 상태에서 (b)에 도시된 상태와 같이 곡률을 지니는 세레이션(112)(320)에 의하여 직교하는 방향으로도 일부 변위가 수용될 수 있으므로 다방향 변위 수용이 가능하므로 내진 기능, 보다 정확하게는 제진이 가능한 이점이 있다.In addition, in the state shown in (a) of FIG. 7, as in the state shown in (b), even when a lateral load such as a wind load or an earthquake load occurs, the slit-type fastening holes 111 and 121 are displaced in the longitudinal direction. Of course, since some displacement can be accommodated in a direction orthogonal to the serrations 112 and 320 having curvature as in the state shown in (b) in the state shown in (a) of FIG. 6, multidirectional displacement Because it can be accommodated, it has the advantage of seismic resistance function, more precisely, vibration suppression.
한편, 도 8에 도시된 바와 같이 상기 제1 체결편(110)의 세레이션(112)과 상기 인장 와셔(300)의 세레이션(320)은 첨단형 산부와 골부를 지니도록 형성되고, 상기 산부와 골부는 서로 동일한 각도로 형성될 수 있다.On the other hand, as shown in FIG. 8 , the serration 112 of the first fastening piece 110 and the serration 320 of the tension washer 300 are formed to have a tip-shaped peak and a valley, and the peak and the valley may be formed at the same angle to each other.
상기 제1 체결편(110)의 세레이션(111)과 인장 와셔(300)의 세레이션(320)이 상호 맞물리는 산부와 골부는 서로 동일한 형상으로 형성되는 것이 바람직한 바, 그 각도도 상호 동일하게 형성됨으로써 표면적이 완전히 맞닿는 이상적인 계합구조를 형성할 수 있고, 이로써 더욱 향상된 인장 강도를 기대할 수 있다.The serrations 111 of the first fastening piece 110 and the serrations 320 of the tension washer 300 are preferably formed in the same shape as the ridges and valleys, and the angles are also the same. By forming, it is possible to form an ideal interlocking structure in which the surface area is completely in contact, and thus, further improved tensile strength can be expected.
이상에서 설명한 인장 강도와 내진 성능을 향상시킨 브라켓(100) 및 이를 이용한 연결부재(F)는 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 본 발명의 기술적 사상이나 필수적 특징을 변경하지 않고서 다른 구체적인 형태로 실시될 수 있다는 것을 이해할 수 있을 것이다.The bracket 100 with improved tensile strength and seismic resistance performance described above and the connection member F using the same can be obtained by those of ordinary skill in the art to which the present invention pertains without changing the technical spirit or essential features of the present invention. It will be understood that it may be embodied in specific forms.
그러므로 이상에서 기술한 실시예들은 모든 면에서 예시적인 것이며, 한정적이 아닌 것으로 이해되어야 하고, 본 발명의 범위는 전술한 상세한 설명보다는 후술하는 특허청구범위에 의하여 나타내어지며, 특허청구범위의 의미 및 범위 그리고 균등개념으로부터 도출되는 모든 변경 또는 변형된 형태가 본 발명의 범위에 포함되는 것으로 해석되어야 한다.Therefore, it should be understood that the above-described embodiments are illustrative in all respects and not restrictive, and the scope of the present invention is indicated by the following claims rather than the above detailed description, and the meaning and scope of the claims And all changes or modifications derived from the concept of equivalents should be construed as being included in the scope of the present invention.

Claims (7)

  1. 체결수단(200)이 선택적으로 체결될 수 있도록 제1 방향으로 슬릿형 체결공(111)이 형성된 제1 체결편(110)이 형성되고, 상기 제1 체결편(110)과는 직각되게 일체로 형성되는 제2 체결편(120)을 포함하는 브라켓(100)에 있어서,A first fastening piece 110 having a slit-type fastening hole 111 formed therein is formed in a first direction so that the fastening means 200 can be selectively fastened, and is integrally formed with the first fastening piece 110 at a right angle. In the bracket 100 including the formed second fastening piece 120,
    상기 제1 체결편(110)의 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성되되, 각각의 세레이션(112)은 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 브라켓.A plurality of serrations 112 are formed on one surface of the first fastening piece 110 to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and each serration 112 has a slit-type fastening hole ( 111), a bracket with improved tensile strength and seismic performance, characterized in that it has a concave cross section to have a predetermined curvature.
  2. 제1항에 있어서,According to claim 1,
    상기 제2 체결편(120)의 일면에는 제2 방향으로 슬릿형 체결공(121)이 형성되고, 상기 슬릿형 체결공(121)과 직교하도록 복수의 세레이션(122)이 형성되되, 각각의 세레이션(122)은 슬릿형 체결공(121)의 중심을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 브라켓.A slit-type fastening hole 121 is formed on one surface of the second fastening piece 120 in the second direction, and a plurality of serrations 122 are formed so as to be orthogonal to the slit-type fastening hole 121, each The serration 122 is a bracket with improved tensile strength and seismic performance, characterized in that it has a concave cross section to have a predetermined curvature toward the center of the slit-type fastening hole 121 .
  3. 제1항 또는 제2항에 있어서,3. The method of claim 1 or 2,
    상기 세레이션(112)(122)은 슬릿형 체결공(111)(121)을 중심으로 대칭되게 형성되어 일측에는 제1 세레이션(112a)(122a)이 형성되고, 타측에는 제2 세레이션(112b)(122b)이 형성되는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 브라켓.The serrations 112 and 122 are symmetrically formed around the slit-type fastening holes 111 and 121, so that the first serrations 112a and 122a are formed on one side, and the second serrations ( Bracket with improved tensile strength and seismic performance, characterized in that 112b) (122b) are formed.
  4. 제2항에 있어서,3. The method of claim 2,
    제1 체결편(110)의 세레이션(112)과 상기 제2 체결편(120)의 세레이션(122)은 동일한 간격과 곡률을 지니도록 형성되는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 브라켓.The serration 112 of the first fastening piece 110 and the serration 122 of the second fastening piece 120 are formed to have the same spacing and curvature. Brackets.
  5. 제1 방향으로 슬릿형 체결공(111)이 형성된 제1 체결편(110)이 형성되고, 상기 제1 체결편(110)과는 직각되게 일체로 형성되는 제2 체결편(120)을 포함하는 브라켓(100)에 체결수단(200)이 체결되는 연결부재(F)에 있어서,A first fastening piece 110 having a slit-type fastening hole 111 formed in a first direction is formed, and a second fastening piece 120 integrally formed to be perpendicular to the first fastening piece 110 is included. In the connecting member (F) to which the fastening means 200 is fastened to the bracket 100,
    상기 브라켓(100)의 제1 체결편(110) 일면에는 제1 방향으로 형성된 슬릿형 체결공(111)과 직교하도록 복수의 세레이션(112)이 형성되되, 각각의 세레이션(112)은 슬릿형 체결공(111)을 향하여 소정의 곡률을 지니도록 오목한 단면을 지니고,A plurality of serrations 112 are formed on one surface of the first fastening piece 110 of the bracket 100 so as to be orthogonal to the slit-type fastening hole 111 formed in the first direction, and each serration 112 has a slit. It has a concave cross section to have a predetermined curvature toward the mold fastening hole 111,
    상기 브라켓(100)의 제1 체결편(110)의 일면에는 인장 와셔(300)가 구비된 상태로 체결수단(200)에 의하여 체결되되, 상기 인장 와셔(300)는 체결수단(200)이 관통하는 원형 체결공(310)이 형성되고, 일면에는 복수의 세레이션(320)이 형성되는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 연결부재.A tension washer 300 is provided on one surface of the first fastening piece 110 of the bracket 100 and fastened by the fastening means 200, and the tensile washer 300 passes through the fastening means 200. A connecting member with improved tensile strength and seismic performance, characterized in that a circular fastening hole 310 is formed, and a plurality of serrations 320 are formed on one surface.
  6. 제5항에 있어서,6. The method of claim 5,
    상기 인장 와셔(300)의 세레이션(320)은 상기 제1 체결편(110)의 세레이션(112)과 동일한 간격과 대응되는 곡률을 지니도록 볼록한 단면을 지니는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 연결부재.Tensile strength and seismic performance, characterized in that the serration 320 of the tensile washer 300 has a convex cross section to have the same spacing and a curvature corresponding to the serration 112 of the first fastening piece 110 . improved connection member.
  7. 제6항에 있어서,7. The method of claim 6,
    상기 제1 체결편(110)의 세레이션(112)과 상기 인장 와셔(300)의 세레이션(320)은 첨단형 산부와 골부를 지니도록 형성되고, 상기 산부와 골부는 서로 동일한 각도로 형성되는 것을 특징으로 하는 인장 강도와 내진 성능을 향상시킨 연결부재.The serration 112 of the first fastening piece 110 and the serration 320 of the tensile washer 300 are formed to have a tip-shaped peak and a valley, and the peak and the valley are formed at the same angle to each other. A connecting member with improved tensile strength and seismic performance, characterized in that.
PCT/KR2021/014609 2020-12-17 2021-10-19 Bracket with improved tensile strength and earthquake-proof performance, and connection member using same WO2022131513A1 (en)

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KR102258727B1 (en) * 2020-12-17 2021-06-01 주식회사 월드산업 Fastener with improved Tensile Strength and Seismic Performance
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US6126136A (en) * 1997-06-23 2000-10-03 Taichung Machinery Works Co., Ltd. Passive vibration isolating system
KR20110045266A (en) * 2009-10-26 2011-05-04 (주)진명이앤씨 construction exterior structure of the bracket assembly
JP2015094426A (en) * 2013-11-12 2015-05-18 株式会社バインドテクノ Base isolation stand and base isolation device using the same
KR102061497B1 (en) * 2019-05-31 2020-02-11 (주)베셀 Suppoting device of wather tank with a seismic capability
KR102258727B1 (en) * 2020-12-17 2021-06-01 주식회사 월드산업 Fastener with improved Tensile Strength and Seismic Performance

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US6126136A (en) * 1997-06-23 2000-10-03 Taichung Machinery Works Co., Ltd. Passive vibration isolating system
KR20110045266A (en) * 2009-10-26 2011-05-04 (주)진명이앤씨 construction exterior structure of the bracket assembly
JP2015094426A (en) * 2013-11-12 2015-05-18 株式会社バインドテクノ Base isolation stand and base isolation device using the same
KR102061497B1 (en) * 2019-05-31 2020-02-11 (주)베셀 Suppoting device of wather tank with a seismic capability
KR102258727B1 (en) * 2020-12-17 2021-06-01 주식회사 월드산업 Fastener with improved Tensile Strength and Seismic Performance

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