KR100668112B1 - Channel of assembly type casted in concrete structure - Google Patents

Channel of assembly type casted in concrete structure Download PDF

Info

Publication number
KR100668112B1
KR100668112B1 KR1020050071905A KR20050071905A KR100668112B1 KR 100668112 B1 KR100668112 B1 KR 100668112B1 KR 1020050071905 A KR1020050071905 A KR 1020050071905A KR 20050071905 A KR20050071905 A KR 20050071905A KR 100668112 B1 KR100668112 B1 KR 100668112B1
Authority
KR
South Korea
Prior art keywords
concrete structure
bolt
channel
support member
support
Prior art date
Application number
KR1020050071905A
Other languages
Korean (ko)
Inventor
임병근
Original Assignee
알루텍 (주)
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 알루텍 (주) filed Critical 알루텍 (주)
Priority to KR1020050071905A priority Critical patent/KR100668112B1/en
Application granted granted Critical
Publication of KR100668112B1 publication Critical patent/KR100668112B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/4128—Elements with sockets receiving adjustable or removal nuts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

A prefabricated channel buried in a concrete structure is provided to remove a need of additional fixing means, to effectively resist to the drawing force, and to prevent slopes formed on both sides of a channel body from being injured. A prefabricated channel(100) buried in a concrete structure comprises a bolt(40) combined with a bracket supporting an object; a body(20) installed with the bolt inside, protruded/inclined inward on the upper end of both sides to prevent the bolt from being separated, and formed with screw holes on the lower surface at regular intervals; a supporting member(30) formed with a screw thread on the outer peripheral surface to be engaged with a screw thread of the screw hole to be combined with the body and to support the body to place the upper end of the body to the same height with the upper surface of the concrete structure; and an auxiliary nut(35) installed at the supporting member to resist to the drawing force. A predetermined space is formed between a head unit(41) of the bolt and the lower surface of the body, and the supporting member is adjusted of inserted length into the screw hole to regulate height of the body correspondingly to the thickness of the concrete structure.

Description

콘크리트 구조물에 매입되는 조립형 채널{Channel of assembly type casted in concrete structure}Channel of assembly type casted in concrete structure

본 명세서에 첨부되는 다음의 도면들은 본 발명의 바람직한 실시예를 예시하는 것이며, 후술하는 발명의 상세한 설명과 함께 본 발명의 기술사상을 더욱 이해시키는 역할을 하는 것이므로, 본 발명은 그러한 도면에 기재된 사항에만 한정되어 해석되어서는 아니된다.The following drawings attached to this specification are illustrative of preferred embodiments of the present invention, and together with the detailed description of the invention to serve to further understand the technical spirit of the present invention, the present invention is a matter described in such drawings It should not be construed as limited to

도 1은 본 발명의 바람직한 실시예에 따른 콘크리트 구조물에 매입되는 조립형 채널의 분해 사시도.1 is an exploded perspective view of a prefabricated channel embedded in a concrete structure according to a preferred embodiment of the present invention.

도 2는 도 1의 Ⅱ-Ⅱ' 단면도.FIG. 2 is a cross-sectional view taken along line II-II 'of FIG. 1.

도 3은 본 발명의 바람직한 실시예에 따른 콘크리트 구조물에 매입되는 조립형 채널이 슬래브에 설치된 상태를 나타낸 정단면도.Figure 3 is a front sectional view showing a state in which a prefabricated channel embedded in a concrete structure is installed in the slab according to an embodiment of the present invention.

도 4는 본 발명의 바람직한 실시예에 따른 콘크리트 구조물에 매입되는 조립형 채널이 커튼월구조체와 결합된 상태를 나타낸 측단면도.Figure 4 is a side sectional view showing a state in which the assembled channel embedded in the concrete structure according to the preferred embodiment of the present invention coupled with the curtain wall structure.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

20 : 몸체 25 : 경사부20: body 25: inclined portion

30 : 지지부재 35 : 보조너트30: support member 35: auxiliary nut

40 : 볼트 50 : 슬래브40: bolt 50: slab

60 : 용접 70 : 브라켓60: welding 70: bracket

80 : 커튼월구조체 100 : 조립형 채널 80: curtain wall structure 100: assembled channel

본 발명은 콘크리트 구조물에 매입되는 조립형 채널에 관한 것으로서, 더욱 상세하게는 피지지체의 브라켓을 고정하는 채널의 강도와 내구력이 증진되고, 그 시공이 용이한 콘크리트 구조물에 매입되는 조립형 채널에 관한 것이다.The present invention relates to an assembled channel embedded in a concrete structure, and more particularly, to an assembled channel embedded in a concrete structure in which strength and durability of the channel fixing the bracket of the support body are enhanced and the construction is easy. will be.

일반적으로, 콘크리트 구조물에 매입되는 채널은 커튼월구조체 등을 포함하는 피지지체의 브라켓을 고정시키는데 사용된다. 상기 콘크리트 구조물에 매입되는 채널은 채널형태의 몸체와, 볼트를 사용한 지지부재로 구성된다. 여기서, 커튼월은 하중을 지지하고 있지 않는 바깥벽으로서, 단순히 공간을 칸막이 하는 커튼 역할을 한다. 커튼월구조체와 채널은 브라켓에 의해 연결된다. 브라켓은 커튼월구조체를 지지하는 역할을 하며, 볼트에 의해 채널에 고정된다.In general, the channel embedded in the concrete structure is used to fix the bracket of the support body including the curtain wall structure and the like. The channel embedded in the concrete structure is composed of a channel-shaped body and a support member using bolts. Here, the curtain wall is an outer wall that does not support the load, and serves as a curtain simply partitioning the space. The curtain wall structure and the channel are connected by brackets. The bracket serves to support the curtain wall structure and is fixed to the channel by bolts.

상기 몸체는 소정의 길이를 가지며, 강철판으로 제작된다. 몸체는 볼트가 설치될 수 있도록 양측면의 상단이 내부를 향하여 절곡된다. 볼트는 절곡된 양측면 사이에 설치되어 브라켓과 채널을 결합시킨다. 상기 몸체부의 저면에는 지지부재가 결합될 수 있는 결합홈이 형성된다. 몸체의 저면에 설치되는 지지부재는 용접으로 결합된다.The body has a predetermined length and is made of steel sheet. The body is bent toward the inside of the upper end of both sides so that the bolt can be installed. Bolts are installed between the bent sides to join the bracket and the channel. The bottom of the body portion is formed with a coupling groove that can be coupled to the support member. The support member installed on the bottom of the body is joined by welding.

상기 지지부재는 앵커볼트이다. 상기 지지부재는 상기 몸체의 저면에 형성된 상기 결합홈에 삽입되어 결합된다.The support member is an anchor bolt. The support member is inserted into and coupled to the coupling groove formed on the bottom of the body.

그러나, 이러한 채널은 몸체 양측면의 절곡된 부분이 커튼월구조체의 무게를 견디지 못하고 파손될 수 있다는 문제점이 있다.However, such a channel has a problem that the bent portions of both sides of the body may be broken without being able to bear the weight of the curtain wall structure.

또한, 상기 채널을 콘크리트 구조물에 설치하기 위해서는 지그를 덱플레이트에 설치해야 된다. 즉, 지그를 이용하여 채널의 상단이 콘크리트 구조물 상면과 동일한 높이가 되도록 고정한다. 지그의 일측은 덱플레이트에 설치되고, 타측은 몸체의 저면에 용접 또는 볼트 결합 되어 채널이 고정된다. 따라서, 상기 채널은 지그 설치 작업으로 인하여 시공이 불편하고, 시공 비용이 고가(高價)라는 문제점이 있다.In addition, in order to install the channel in the concrete structure jig should be installed on the deck plate. That is, using the jig is fixed so that the top of the channel is the same height as the upper surface of the concrete structure. One side of the jig is installed on the deck plate, and the other side is welded or bolted to the bottom of the body to fix the channel. Therefore, the channel has a problem in that the construction is inconvenient due to the jig installation work, the construction cost is high.

아울러, 상기 채널은 인발력에 저항할 수 있는 수단을 구비하고 있지 못하다. 즉, 상기 채널은 인발력에 취약하다는 문제점을 가지고 있다.In addition, the channel does not have a means for resisting the pulling force. In other words, the channel has a problem that it is vulnerable to pullout force.

본 발명은 상기와 같은 문제점을 해결하기 위해 창안된 것으로서, 별도의 고정수단이 필요없는 콘크리트 구조물에 매입되는 조립형 채널을 제공하는데 그 목적이 있다.The present invention has been made to solve the above problems, an object of the present invention is to provide a prefabricated channel embedded in a concrete structure that does not require a separate fixing means.

본 발명의 다른 목적은 인발력에 효과적으로 저항할 수 있는 콘크리트 구조물에 매입되는 조립형 채널을 제공하는데 있다.Another object of the present invention is to provide a prefabricated channel embedded in a concrete structure capable of effectively resisting pullout force.

본 발명의 또 다른 목적은 채널 몸체 양측면에 형성된 경사진 부분이 파손되는 것을 방지할 수 있는 콘크리트 구조물에 매입되는 조립형 채널을 제공하는데 있다.Still another object of the present invention is to provide an assembled channel embedded in a concrete structure which can prevent the inclined portions formed on both sides of the channel body from being damaged.

상기와 같은 목적을 달성하기 위하여 본 발명에 따른 콘크리트 구조물에 매입되는 조립형 채널은, 피지지체를 건물에 설치하기 위하여 콘크리트 구조물에 매입되는 채널에 있어서, 상기 피지지체를 지지하는 브라켓과 결합되는 볼트; 상기 볼트가 그 내부에 설치되고, 상기 볼트가 이탈되는 것을 방지하기 위하여 양측면의 상단이 내부를 향하여 돌출되게 경사지고, 저면에는 소정 간격으로 나사공이 형성된 몸체; 그 외주면에 상기 나사공의 나사산과 형합하는 나사산이 형성되어 상기 몸체와 체결되고, 상기 몸체의 상단이 콘크리트 구조물 상면의 높이와 동일하게 되도록 상기 몸체를 지지하는 지지부재;를 구비한다.In order to achieve the above object, the assembled channel embedded in the concrete structure according to the present invention, in the channel embedded in the concrete structure for installing the supported body in the building, bolts coupled to the bracket for supporting the supported body ; A body having the bolt installed therein, the upper ends of both sides of which are inclined to protrude inwards to prevent the bolt from being separated, and a body having screw holes formed at predetermined intervals on a bottom thereof; And a support member formed on the outer circumferential surface thereof to form a screw thread to be joined with the screw thread of the screw hole so as to be fastened to the body, and to support the body so that an upper end of the body is equal to the height of the upper surface of the concrete structure.

바람직하게, 상기 지지부재에는 보조너트가 설치되어 인발력에 저항한다.Preferably, the support member is provided with an auxiliary nut to resist the pulling force.

더욱 바람직하게, 상기 몸체와 상기 지지부재는 알루미늄 합금에 전식 또는 부식의 방지를 위해 도장된 것이다.More preferably, the body and the support member are coated with aluminum alloy to prevent corrosion or corrosion.

한편, 상기 볼트의 머리부와 상기 몸체의 저면 사이에는 소정의 공간이 형성되고, 상기 지지부재는 상기 나사공에 삽입된 길이를 조절함으로써 상기 콘크리트 구조물의 두께와 대응되도록 상기 몸체의 높이를 조절할 수 있는 것이 바람직하다.On the other hand, a predetermined space is formed between the head of the bolt and the bottom of the body, the support member can adjust the height of the body to correspond to the thickness of the concrete structure by adjusting the length inserted into the screw hole It is desirable to have.

아울러, 상기 지지부재의 하단에 위치한 지지볼트는 덱플레이트에 용접이 가능한 것이 더욱 바람직하다.In addition, the support bolt located at the bottom of the support member is more preferably welded to the deck plate.

이하 첨부된 도면을 참조로 본 발명의 바람직한 실시예를 상세히 설명한다. 이에 앞서, 본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정해서 해석되어서는 아니되며, 발명자는 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다. 따라서, 본 명세서에 기재된 실시예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시예에 불과할 뿐이고 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 출원시점에 있어서 이들을 대체할 수 있는 다양한 균등물과 변형예들이 있을 수 있음을 이해하여야 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings. Prior to this, terms or words used in the specification and claims should not be construed as having a conventional or dictionary meaning, and the inventors should properly explain the concept of terms in order to best explain their own invention. Based on the principle that can be defined, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention. Therefore, the embodiments described in the specification and the drawings shown in the drawings are only the most preferred embodiment of the present invention and do not represent all of the technical idea of the present invention, various modifications that can be replaced at the time of the present application It should be understood that there may be equivalents and variations.

또한, 아래에서는 본 발명을 설명하기 위하여 커튼월구조체를 지지하는 채널을 예로들어 설명을 하고 있으나, 본 발명인 채널은 커튼월구조체 뿐만 아니라 다양한 피지지체를 지지할 수 있다.In addition, the following describes the channel for supporting the curtain wall structure to explain the present invention as an example, the channel of the present invention can support not only the curtain wall structure but also various supported bodies.

도 1은 본 발명의 바람직한 실시예에 따른 조립형 채널의 분해 사시도이고, 도 2는 도 1의 Ⅱ-Ⅱ' 단면도이다.1 is an exploded perspective view of a prefabricated channel according to a preferred embodiment of the present invention, Figure 2 is a cross-sectional view II-II 'of FIG.

도면을 참조하면, 본 발명의 조립형 채널(100)은 양측면의 상단이 내부를 향하여 돌출되게 경사진 몸체(20)와, 몸체(20)와 체결되는 지지부재(30), 및 몸체(20)와 결합되는 볼트(40)를 구비한다.Referring to the drawings, the assembled channel 100 of the present invention is inclined so that the upper end of both sides protrudes toward the inside, the support member 30 is fastened to the body 20, and the body 20 It is provided with a bolt 40 is coupled to.

상기 몸체(20)는 양측면의 상단이 내부를 향하여 돌출되게 경사진 경사부(25)와, 저면에 소정 간격으로 형성된 나사공(21)을 구비한다. 상기 경사부(25)는 인발력에 의한 파손을 방지하기 위하여 적정한 두께를 갖도록 제작된다. 상기 나사공(21)은 그 내면에 나사산이 형성된다.The body 20 has an inclined portion 25 inclined so that the upper ends of both sides protrude inwardly, and screw holes 21 formed at predetermined intervals on the bottom surface thereof. The inclined portion 25 is manufactured to have an appropriate thickness to prevent breakage due to the pulling force. The screw hole 21 has a thread is formed on the inner surface.

상기 지지부재(30)는 그 외주면에 형성된 나사산(31)과, 나사산(31)에 설치되는 보조너트(35), 및 덱플레이트(51)와 용접(60)되는 지지볼트(32)를 구비한다.The support member 30 includes a thread 31 formed on an outer circumferential surface thereof, an auxiliary nut 35 installed on the thread 31, and a support bolt 32 welded to the deck plate 51. .

상기 나사산(31)은 나사공(21)과 체결되고, 보조너트(35)는 나사산(31)에 설치되어 인발력에 저항한다.The thread 31 is fastened to the screw hole 21, the auxiliary nut 35 is installed on the thread 31 to resist the pulling force.

상기 지지볼트(32)는 도 3 및 도 4에 나타난 바와 같이, 덱플레이트(51)에 용접(60)되어 설치된다. 덱플레이트(51)에 용접(60)되면 조립형 채널(100)을 고정시키는 별도의 고정 수단 즉, 지그(미도시)가 필요없어 작업이 단순해지고 시공이 간편해진다. 바람직하게, 지지부재(30)는 슬래브(50)의 두께에 대응되는 길이로 제작된다.3 and 4, the support bolt 32 is welded to the deck plate 51 and installed. The welding 60 to the deck plate 51 eliminates the need for a separate fixing means for fixing the assembled channel 100, that is, a jig (not shown), thereby simplifying work and simplifying construction. Preferably, the support member 30 is made of a length corresponding to the thickness of the slab 50.

한편, 상기 몸체(20)와 상기 지지부재(30)는 알루미늄 합금에 전식 또는 부식의 방지를 위한 소정의 도장을 적용한 것이다. 상기 도장에는 분체도장, 불소수지도장 또는 산화피막처리 등이 사용된다.On the other hand, the body 20 and the support member 30 is to apply a predetermined coating for preventing corrosion or corrosion of the aluminum alloy. Powder coating, fluorine resin coating or anodizing treatment is used for the coating.

상기 볼트(40)는 몸체(20)의 경사부(25)와 결합되는 머리부(41)와, 머리부(41) 상부에 형성된 나사부(42), 및 나사부(42)에 삽입되는 너트(43)를 구비한다. 볼트(40)는 머리부(41)가 T자 형상인 볼트인 것이 바람직하다. 볼트(40)는 몸체(20)에 적어도 하나 이상이 설치된다.The bolt 40 has a head portion 41 coupled to the inclined portion 25 of the body 20, a screw portion 42 formed on the head portion 41, and a nut 43 inserted into the screw portion 42. ). The bolt 40 is preferably a bolt whose head portion 41 is T-shaped. At least one bolt 40 is installed on the body 20.

상기 머리부(41)는 조립형 채널(100)의 몸체(20)에 형성된 공간에 삽입되어 볼트(40)를 90°회전시키면 몸체(20)의 양측면 상단에 형성된 경사부(25)와 결합된다.The head 41 is inserted into a space formed in the body 20 of the assembled channel 100 and rotates the bolt 40 by 90 ° so that the head 41 is coupled with the inclined portions 25 formed on the upper sides of both sides of the body 20. .

상기 나사부(42)에는 너트(43)가 설치되어 커튼월구조체(80)를 지지하는 브라켓(70)을 조립형 채널(100)에 고정시킨다.A nut 43 is installed on the screw part 42 to fix the bracket 70 supporting the curtain wall structure 80 to the assembled channel 100.

한편, 볼트(40)의 머리부(41)와 몸체(20)의 저면 사이에는 소정의 공간이 형 성된다. 지지부재(30)는 나사공(21)에 삽입된 길이를 조절함으로써 슬래브(50)의 두께와 대응되도록 즉, 몸체(20)의 상단과 콘크리트 구조물의 상면과 동일한 높이가 되도록 조립형 채널(100)의 높이를 조절할 수 있다.Meanwhile, a predetermined space is formed between the head 41 of the bolt 40 and the bottom of the body 20. The support member 30 is assembled to the channel 100 so as to correspond to the thickness of the slab 50 by adjusting the length inserted into the screw hole 21, that is, the same height as the top of the body 20 and the upper surface of the concrete structure. ) Height can be adjusted.

그러면, 본 발명의 바람직한 실시예에 따른 조립형 채널(100)을 콘크리트 구조물에 매입·설치하는 과정을 설명하기로 한다.Then, the process of purchasing and installing the assembled channel 100 according to the preferred embodiment of the present invention in a concrete structure will be described.

먼저, 몸체(20)의 저면에 형성된 나사공(21)에 지지부재(30)를 삽입하여 몸체(20)와 지지부재(30)를 결합시킨다.First, the support member 30 is inserted into the screw hole 21 formed at the bottom of the body 20 to couple the body 20 and the support member 30 to each other.

상기 슬래브(50)의 두께에 따라 지지부재(30)가 나사공(21)에 삽입된 길이를 조절하여 몸체(20)의 상단과 슬래브(50)의 상면의 높이가 동일해지도록 한다.According to the thickness of the slab 50 to adjust the length of the support member 30 is inserted into the screw hole 21 so that the height of the top of the body 20 and the upper surface of the slab 50 is the same.

이어서, 지지부재(30)를 덱플레이트(51)에 용접(60)한다. 즉, 지지볼트(32)를 덱플레이트(51)에 용접(60)하여 조립형 채널(100)을 덱플레이트(51)에 고정한다.Subsequently, the support member 30 is welded 60 to the deck plate 51. That is, the support bolt 32 is welded to the deck plate 51 to fix the assembled channel 100 to the deck plate 51.

이때, 지지부재(30)의 나사산(31)에 보조너트(35)가 설치될 수 있다. 보조너트(35)는 조립형 채널(100)이 슬래브(50)에 설치된 후 인발력에 효과적으로 저항하도록 한다.At this time, the auxiliary nut 35 may be installed on the thread 31 of the support member 30. The auxiliary nut 35 effectively resists the pulling force after the assembled channel 100 is installed in the slab 50.

다음으로, 거푸집(미도시)을 설치하고 콘크리트를 타설한다. 이 때, 몸체(20)에 형성된 공간에 충전 부재를 설치하여 상기 공간에 타설된 콘크리트가 유입되는 것을 방지한다. Next, formwork (not shown) is installed and concrete is poured. At this time, the filling member is installed in the space formed in the body 20 to prevent the concrete poured into the space.

타설된 콘크리트의 양생이 완료되면, 충전 부재를 제거하고 볼트(40)를 설치한다.When curing of the poured concrete is completed, the filling member is removed and the bolt 40 is installed.

이어서, 볼트(40)를 커튼월구조체(80)를 지지하는 브라켓(70)과 결합시킨다.Subsequently, the bolt 40 is coupled to the bracket 70 supporting the curtain wall structure 80.

이상과 같이, 본 발명은 비록 한정된 실시예와 도면에 의해 설명되었으나, 본 발명은 이것에 의해 한정되지 않으며 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에 의해 본 발명의 기술사상과 아래에 기재될 특허청구범위의 균등범위 내에서 다양한 수정 및 변형이 가능함은 물론이다.As described above, although the present invention has been described by way of limited embodiments and drawings, the present invention is not limited thereto and is intended by those skilled in the art to which the present invention pertains. Of course, various modifications and variations are possible within the scope of equivalents of the claims to be described.

상술한 바와 같이, 본 발명에 따른 콘크리트 구조물에 매입되는 조립형 채널은 다음과 같은 효과를 가진다.As described above, the assembled channel embedded in the concrete structure according to the present invention has the following effects.

첫째, 별도의 고정수단이 없어도 채널을 덱플레이트에 공정할 수 있다.First, the channel can be processed in the deck plate without a separate fixing means.

둘째, 보조너트가 더 구비되어 인발력 및 부착력이 증대된다.Second, the auxiliary nut is further provided to increase the pulling force and adhesion.

셋째, 채널 몸체 양측면에 형성된 경사진 부분의 휘어짐을 방지하여 이로 인한 재시공비를 절감할 수 있다.Third, it is possible to reduce the re-construction cost by preventing the bent portion formed on both sides of the channel body.

넷째, 채널은 도장되어 전식 또는 부식을 방지하고, 내식성, 내구성 및 접착성이 향상된다.Fourth, the channels are painted to prevent corrosion or corrosion and to improve corrosion resistance, durability and adhesion.

Claims (5)

피지지체를 건물에 설치하기 위하여 콘크리트 구조물에 매입되는 채널에 있어서,In the channel embedded in the concrete structure for installing the supported body in the building, 상기 피지지체를 지지하는 브라켓과 결합되는 볼트;A bolt coupled to a bracket supporting the supported member; 상기 볼트가 그 내부에 설치되고, 상기 볼트가 이탈되는 것을 방지하기 위하여 양측면의 상단이 내부를 향하여 돌출되게 경사지고, 저면에는 소정 간격으로 나사공이 형성된 몸체; 및A body having the bolt installed therein, the upper ends of both sides of which are inclined to protrude inwards to prevent the bolt from being separated, and a body having screw holes formed at predetermined intervals on a bottom thereof; And 그 외주면에 상기 나사공의 나사산과 형합하는 나사산이 형성되어 상기 몸체와 체결되고, 상기 몸체의 상단이 콘크리트 구조물 상면의 높이와 동일하게 되도록 상기 몸체를 지지하는 지지부재;를 구비하고,And a support member formed on an outer circumferential surface thereof to form a screw thread to be joined with the screw thread of the screw hole so as to be fastened to the body, and to support the body such that an upper end of the body is equal to a height of an upper surface of the concrete structure. 상기 지지부재에는 보조너트가 설치되어 인발력에 저항하는 것을 특징으로 하는 콘크리트 구조물에 매입되는 조립형 채널.The support member is assembled channel embedded in the concrete structure, characterized in that the auxiliary nut is installed to resist the pulling force. 피지지체를 건물에 설치하기 위하여 콘크리트 구조물에 매입되는 채널에 있어서,In the channel embedded in the concrete structure for installing the supported body in the building, 상기 피지지체를 지지하는 브라켓과 결합되는 볼트;A bolt coupled to a bracket supporting the supported member; 상기 볼트가 그 내부에 설치되고, 상기 볼트가 이탈되는 것을 방지하기 위하여 양측면의 상단이 내부를 향하여 돌출되게 경사지고, 저면에는 소정 간격으로 나사공이 형성된 몸체; 및A body having the bolt installed therein, the upper ends of both sides of which are inclined to protrude inwards to prevent the bolt from being separated, and a body having screw holes formed at predetermined intervals on a bottom thereof; And 그 외주면에 상기 나사공의 나사산과 형합하는 나사산이 형성되어 상기 몸체와 체결되고, 상기 몸체의 상단이 콘크리트 구조물 상면의 높이와 동일하게 되도록 상기 몸체를 지지하는 지지부재;를 구비하고,And a support member formed on an outer circumferential surface thereof to form a screw thread to be joined with the screw thread of the screw hole so as to be fastened to the body, and to support the body such that an upper end of the body is equal to a height of an upper surface of the concrete structure. 상기 볼트의 머리부와 상기 몸체의 저면 사이에는 소정의 공간이 형성되고, 상기 지지부재는 상기 나사공에 삽입된 길이가 조절됨으로써 상기 콘크리트 구조물의 두께와 대응되도록 상기 몸체의 높이를 조절할 수 있는 것을 특징으로 하는 콘크리트 구조물에 매입되는 조립형 채널.A predetermined space is formed between the head of the bolt and the bottom of the body, and the support member can adjust the height of the body to correspond to the thickness of the concrete structure by adjusting the length inserted into the screw hole. Prefabricated channel embedded in the concrete structure characterized in. 제 1항 또는 제 2항에 있어서,The method according to claim 1 or 2, 상기 몸체와 상기 지지부재는 알루미늄 합금에 전식 또는 부식의 방지를 위해 도장된 것을 특징으로 하는 콘크리트 구조물에 매입되는 조립형 채널.The body and the support member is assembled channel embedded in the concrete structure, characterized in that the aluminum alloy is coated to prevent corrosion or corrosion. 제 1항 또는 제 2항에 있어서,The method according to claim 1 or 2, 상기 지지부재의 하단에 위치한 지지볼트는 덱플레이트에 용접이 가능한 것을 특징으로 하는 콘크리트 구조물에 매입되는 조립형 채널.The support bolt located at the bottom of the support member is assembled channel embedded in the concrete structure, characterized in that weldable to the deck plate. 삭제delete
KR1020050071905A 2005-08-05 2005-08-05 Channel of assembly type casted in concrete structure KR100668112B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020050071905A KR100668112B1 (en) 2005-08-05 2005-08-05 Channel of assembly type casted in concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020050071905A KR100668112B1 (en) 2005-08-05 2005-08-05 Channel of assembly type casted in concrete structure

Publications (1)

Publication Number Publication Date
KR100668112B1 true KR100668112B1 (en) 2007-01-11

Family

ID=37867866

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020050071905A KR100668112B1 (en) 2005-08-05 2005-08-05 Channel of assembly type casted in concrete structure

Country Status (1)

Country Link
KR (1) KR100668112B1 (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100978960B1 (en) * 2007-10-29 2010-08-30 현대엔지니어링 주식회사 Cast-in-channel of bending steel for fixing non-structural element
KR100993538B1 (en) 2008-04-11 2010-11-12 주식회사 그린이엠씨 Construction structure of internal and external stone panels in buildings
CN102587550A (en) * 2012-02-29 2012-07-18 福建鹏坤实业有限公司 Convenient fastener for stone curtain wall
CN103243843A (en) * 2012-02-14 2013-08-14 沈阳远大铝业工程有限公司 Single hanging system of unitized curtain wall
KR101505988B1 (en) 2014-06-26 2015-04-08 (주)대산씨에스에이 The steel structure high-rise elevator pit mounting bracket
CN105256926A (en) * 2015-11-05 2016-01-20 深圳市三鑫幕墙工程有限公司 Board slot type embedded part system
KR101677210B1 (en) * 2016-06-27 2016-11-18 주식회사 옥타곤엔지니어링 Channel of assembly type casted in concrete structure
CN106284683A (en) * 2016-09-14 2017-01-04 国网山东省电力公司德州供电公司 A kind of novel conjoined weldment being embedded between frame structure and filling wall
CN106703214A (en) * 2017-01-24 2017-05-24 响水县融升空调设备有限公司 Havnus anchor fixing slot
CN106759937A (en) * 2016-12-14 2017-05-31 刘志林 A kind of metal sliding slot built-in fitting of replaceable regulation
CN109356294A (en) * 2018-12-17 2019-02-19 吉林建筑大学 A kind of scoria lightweight wall plate connecting elements
US10385563B2 (en) 2015-04-18 2019-08-20 Halfen Gmbh Anchoring rail for anchoring in concrete
CN110752572A (en) * 2019-11-01 2020-02-04 河北帕克轨道交通设备有限公司 Bracket with bracket arm easy to install
CN111421052A (en) * 2019-12-19 2020-07-17 东北大学无锡研究院 Folding inclined leg Halfen channel steel and preparation method thereof
CN113356424A (en) * 2021-06-24 2021-09-07 昌大建筑科技有限公司 Construction method for prefabricating external wall panel
CN114197652A (en) * 2021-11-03 2022-03-18 陕西建工第五建设集团有限公司 Pre-buried bolt assembly for precast concrete exterior wall cladding

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR930011534B1 (en) * 1984-03-02 1993-12-10 프릭커 시이그프리이트 Anchor tracks
JPH09177184A (en) * 1995-07-26 1997-07-08 Halfen Gmbh & Co Kg Anchor rail for building and productive method thereof
JPH1181487A (en) * 1997-09-03 1999-03-26 Otis Elevator Co T bolt support and its installation method
KR200243301Y1 (en) * 2001-02-13 2001-09-28 김형국 Horizontal height adjustment function landfill anchor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR930011534B1 (en) * 1984-03-02 1993-12-10 프릭커 시이그프리이트 Anchor tracks
JPH09177184A (en) * 1995-07-26 1997-07-08 Halfen Gmbh & Co Kg Anchor rail for building and productive method thereof
JPH1181487A (en) * 1997-09-03 1999-03-26 Otis Elevator Co T bolt support and its installation method
KR200243301Y1 (en) * 2001-02-13 2001-09-28 김형국 Horizontal height adjustment function landfill anchor

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100978960B1 (en) * 2007-10-29 2010-08-30 현대엔지니어링 주식회사 Cast-in-channel of bending steel for fixing non-structural element
KR100993538B1 (en) 2008-04-11 2010-11-12 주식회사 그린이엠씨 Construction structure of internal and external stone panels in buildings
CN103243843B (en) * 2012-02-14 2015-11-25 沈阳远大铝业工程有限公司 Single hanger system of cell curtain wall
CN103243843A (en) * 2012-02-14 2013-08-14 沈阳远大铝业工程有限公司 Single hanging system of unitized curtain wall
CN102587550B (en) * 2012-02-29 2015-05-20 福建鹏坤实业有限公司 Convenient fastener for stone curtain wall
CN102587550A (en) * 2012-02-29 2012-07-18 福建鹏坤实业有限公司 Convenient fastener for stone curtain wall
KR101505988B1 (en) 2014-06-26 2015-04-08 (주)대산씨에스에이 The steel structure high-rise elevator pit mounting bracket
US10385563B2 (en) 2015-04-18 2019-08-20 Halfen Gmbh Anchoring rail for anchoring in concrete
EP3081708B1 (en) * 2015-04-18 2020-09-02 HALFEN GmbH Anchor rail for anchoring in concrete
CN105256926A (en) * 2015-11-05 2016-01-20 深圳市三鑫幕墙工程有限公司 Board slot type embedded part system
KR101677210B1 (en) * 2016-06-27 2016-11-18 주식회사 옥타곤엔지니어링 Channel of assembly type casted in concrete structure
CN106284683A (en) * 2016-09-14 2017-01-04 国网山东省电力公司德州供电公司 A kind of novel conjoined weldment being embedded between frame structure and filling wall
CN106759937A (en) * 2016-12-14 2017-05-31 刘志林 A kind of metal sliding slot built-in fitting of replaceable regulation
CN106703214A (en) * 2017-01-24 2017-05-24 响水县融升空调设备有限公司 Havnus anchor fixing slot
CN109356294A (en) * 2018-12-17 2019-02-19 吉林建筑大学 A kind of scoria lightweight wall plate connecting elements
CN109356294B (en) * 2018-12-17 2023-09-05 吉林建筑大学 Volcanic slag light wallboard connecting component
CN110752572A (en) * 2019-11-01 2020-02-04 河北帕克轨道交通设备有限公司 Bracket with bracket arm easy to install
CN110752572B (en) * 2019-11-01 2021-08-03 河北帕克轨道交通设备有限公司 Bracket with bracket arm easy to install
CN111421052A (en) * 2019-12-19 2020-07-17 东北大学无锡研究院 Folding inclined leg Halfen channel steel and preparation method thereof
CN113356424A (en) * 2021-06-24 2021-09-07 昌大建筑科技有限公司 Construction method for prefabricating external wall panel
CN114197652A (en) * 2021-11-03 2022-03-18 陕西建工第五建设集团有限公司 Pre-buried bolt assembly for precast concrete exterior wall cladding
CN114197652B (en) * 2021-11-03 2023-09-22 陕西建工第五建设集团有限公司 Pre-buried bolt assembly for precast concrete exterior wall cladding

Similar Documents

Publication Publication Date Title
KR100668112B1 (en) Channel of assembly type casted in concrete structure
US7805895B2 (en) Foundation for enabling anchoring of a wind turbine tower thereto by means of replaceable through-bolts
KR100712233B1 (en) Channel of a body casted in concrete structure
US20070039258A1 (en) Adjustable attachment system
JP2004538404A (en) Vertical partition lap joint design
KR101677210B1 (en) Channel of assembly type casted in concrete structure
FI72369C (en) Building Systems.
HU224357B1 (en) Track cover
KR20170044437A (en) Exterior panel anchorage for building, and outer wall and exterior panel install method with form combined with insulation
JP2011196030A (en) Staircase structure and method for constructing the same
KR20180016697A (en) Apparatus for fixing panel, and methods for fixing panel using same
JP2001295496A (en) Structure and method of installing viscous seismic control wall onto existing src constructed beam
KR20120107365A (en) Method for installing alc panel to concrete slab
KR20190000599U (en) Concrete landfill channel
KR100769222B1 (en) Connection system for frp deck to girder
JP2006342497A (en) Foundation structure of steel column base
KR20080003120U (en) Cable supporter
KR200418073Y1 (en) Panel for mold
KR100452976B1 (en) Joint structure of steel plate reinforced RC beam and slab for slim floor system
JPH10331267A (en) Unit building
JP2020159153A (en) Wall tie mount metal fitting and connection structure of temporary scaffold using metal fitting
JP5051359B2 (en) Fixed structure of base steel
JP3744832B2 (en) Lining method for water channel inner surface
JP6406668B2 (en) Handrail support fixing structure
JP2004003168A (en) Fixing metal fitting of concrete form

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130102

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20140103

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20141230

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20151228

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20170104

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20180102

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20190102

Year of fee payment: 13

FPAY Annual fee payment

Payment date: 20200102

Year of fee payment: 14