KR100262496B1 - Joining Structure of Surface-treated Light Steel Columns and H-beams - Google Patents

Joining Structure of Surface-treated Light Steel Columns and H-beams Download PDF

Info

Publication number
KR100262496B1
KR100262496B1 KR1019970073604A KR19970073604A KR100262496B1 KR 100262496 B1 KR100262496 B1 KR 100262496B1 KR 1019970073604 A KR1019970073604 A KR 1019970073604A KR 19970073604 A KR19970073604 A KR 19970073604A KR 100262496 B1 KR100262496 B1 KR 100262496B1
Authority
KR
South Korea
Prior art keywords
pillar
steel
light weight
base plate
surface treatment
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
KR1019970073604A
Other languages
Korean (ko)
Other versions
KR19990053901A (en
Inventor
김욱선
이팔갑
Original Assignee
이구택
포항종합제철주식회사
신현준
재단법인포항산업과학연구원
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 이구택, 포항종합제철주식회사, 신현준, 재단법인포항산업과학연구원 filed Critical 이구택
Priority to KR1019970073604A priority Critical patent/KR100262496B1/en
Publication of KR19990053901A publication Critical patent/KR19990053901A/en
Application granted granted Critical
Publication of KR100262496B1 publication Critical patent/KR100262496B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16S—CONSTRUCTIONAL ELEMENTS IN GENERAL; STRUCTURES BUILT-UP FROM SUCH ELEMENTS, IN GENERAL
    • F16S3/00—Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles
    • F16S3/06—Assemblies of elongated members
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: A light weight beam pillar and bonding structure of H-beam are provided to improve productivity by largely developing construction by firmly bonding a surface processed-light weight pillar and an H-beam and to accomplish diversity of assembly work by fabricating a steel house of living structure. CONSTITUTION: Bonding structure between a surface processed light weight beam pillar and an H-beam is applied in a long span non-brace space and installed horizontally. At both ends, an assembly pillar(100) is manufactured using surface-processed light weight beam members. The H-beam (110) and an assembly pillar(100) are connected by a support plate(20) of a specific thickness. A portion that meets the H-beam weldable is welded and a portion that meets the surface-processed light weight pillar (100) is connected with a shot pin(30). A base plate forms a planar space of a specific size welded to a section of the H-beam(110) and a support plate is connected to the surface processed light weight beam pillar(100) by extending to the H-beam member perpendicularly downward. The support plate is linked with a bolt to the base plate and to the surface processed light weight beam pillar(100).

Description

표면처리 경량형강 기둥과 에이치-형강 보의 접합구조Joining Structure of Surface-treated Light Steel Columns and H-Beam Beams

본 발명은 주로 1mm두께 내외의 박강판을 냉간성형하여 만든 표면처리 경량형강을 조립하여 이루어진 기둥부재와 일반적으로 철골조에 사용되는 H-형강 보부재를 연결 접합하는 구조에 관한 것으로, 보다 상세히는 용접이 어려운 표면처리 경량형강 기둥과 H-형강 보를 견고하게 접합시킴으로서 시공성을 크게 개선하여 작업생산성을 향상시키고, 보다 큰 거실구조의 스틸하우스를 조립할수 있음으로서 조립작업의 다양성을 이룰수 있도록 개선된 표면처리 경량형강 기둥과 H-형강 보의 접합구조에 관한 것이다.The present invention relates to a structure for connecting and joining a pillar member made by assembling a surface-treated lightweight steel mainly made by cold forming a thin steel sheet having a thickness of about 1 mm and a H-shaped steel beam member generally used in steel frame, and more specifically, welding This difficult surface treatment By solidly bonding the light steel column and the H-beam beam, it greatly improves the workability and improves the productivity of work, and it is possible to assemble the steel house of the larger living room structure. A joint structure of a light steel column and an H-beam.

최근 국내에서는 냉간성형 표면처리 경량형강을 사용하여 건립한 주택인 스틸하우스(steel house)의 도입이 활발히 이루어지고 있다. 이러한 스틸하우스는 미국 등 선진각국에서 활발하게 개발, 보급되는 있는 주택으로 목조나 조적조를 대체하는 새로운 구조형태의 주택이다. 이러한 스틸하우스에 사용되는 기둥-보 접합부는 기존의 철골조에서 사용하는 용접이나 볼트접합 대신에 나사접합을 주로 사용하고 있다. 스틸하우스의 이러한 접합방식은 시공이 용이하고 공사기간을 단축시키는 주요인이 되고 있다. 한편, 최근의 주거형태가 오픈 스페이스 개념에 의한 유연성이 큰(fiexible)평면을 요구하고 있는 추세이며, 특히 거실부분에 있어서는 주택구조로서는 다소 큰 6m이상의 무지주 긴 길이를 요구하기도 한다. 따라서, 기둥부재는 벽체 구성과의 연속성을 위하여 표면처리 경량형강을 조립하여 사용하고, 보부재는 H-형강을 사용하는 경우가 발생하게 된다.Recently, the introduction of steel house, which is a house built using cold-formed lightweight steel, has been actively introduced in Korea. This steel house is a house that is actively developed and distributed in developed countries such as the United States, and is a new type of house that replaces wooden or masonry. The column-beam joints used in these steel houses use screw joints instead of welding or bolt joints used in existing steel frames. This joining method of steel house has become a major factor for easy construction and shortening construction period. On the other hand, the recent residential form is a trend that demands a flexible flat by the concept of open space (especially in the living room part) requires a relatively long length of more than 6m as a housing structure. Therefore, the pillar member is used to assemble the surface treatment lightweight steel for continuity with the wall configuration, and the beam member is used when the H-shaped steel.

도 5에는 표면처리 경량형강 기둥(100)과 H-형강 보(110)의 단면이 도시되어 있다. 상기 H-형강보(110)는 플랜지(112)의 두께가 확보된 일반적인 구조이지만, 상기 표면처리 경량형강기둥(100)은 다수개의 표면처리 경량형강(105)이 나사(107)등으로 연결되어 기둥형상을 이룬 것으로, 접합면을 이루는 단면두께는 1mm정도인 것이다. 따라서 일정두께의 H-형강보(110)와 단면두께 1mm의 표면처리 경량형강 기둥(100)의 연결구조는 제안된 바 없으며, 이러한 경우 기존의 일반적인 스틸하우스 접합방식과는 다른 새로운 접합방법의 개발에 대한 필요성이 대두되고 있다.5 is a cross-sectional view of the surface treatment light beam pillar 100 and the H-beam beam 110. The H-shaped steel beam 110 is a general structure in which the thickness of the flange 112 is secured, but the surface treatment lightweight steel column 100 has a plurality of surface treatment lightweight steel 105 is connected by a screw 107, etc. It is a columnar shape, and the cross section thickness of the joint surface is about 1 mm. Therefore, the connection structure of the H-shaped steel beam 110 of constant thickness and the surface-treated light steel column 100 having a thickness of 1 mm has not been proposed, and in this case, the development of a new joining method different from the conventional steel house joining method is proposed. There is a need for it.

따라서 종래에는 표면처리 경량형강 기둥(100)과 H-형강 보(110)를 견고하게 접합시키기 어려움으로서 큰 거실구조의 스틸하우스를 조립할수 없었고, 조립작업의 다양성을 이룰수가 없어서 스틸하우스의 적용범위가 제한되는 것이었다.Therefore, in the related art, it is difficult to assemble a steel house having a large living room structure because it is difficult to firmly bond the surface-treated light steel column 100 and the H-beam beam 110, and the scope of application of the steel house cannot be achieved. Was to be limited.

본 발명은 상기와 같은 종래의 문제점을 해소하기 위하여 제안된 것으로, 그 목적은 용접이 어려운 표면처리 경량형강 기둥과 H-형강 보를 견고하게 접합시킴으로서 시공성을 크게 개선하여 작업생산성을 향상시키고, 보다 큰 거실구조의 스틸하우스를 조립할수 있음으로서 조립작업의 다양성을 이룰수 있도록 개선된 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 제공하고자 하는 것이다.The present invention has been proposed to solve the conventional problems as described above, the object of which is to weld the surface-treated lightweight steel column and H-shaped steel beams, which are difficult to weld, to greatly improve the workability to improve work productivity, The steel house of the living room structure can be assembled to provide a modified structure of the surface treatment lightweight steel column and H-beam beam to achieve a variety of assembly work.

도 1은 본 발명의 제 1실시예에 따른 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 도시한 사시도;1 is a perspective view showing a bonding structure of a surface treatment lightweight steel column and H-beams according to a first embodiment of the present invention;

도 2는 본 발명의 제 1실시예에 따른 표면처리 경량형강 기둥과 H-형강 보의 접합구조의 단면도;2 is a cross-sectional view of the joint structure of the surface treatment lightweight steel pillars and H-beams according to the first embodiment of the present invention;

도 3은 본 발명의 제 2실시예에 따른 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 도시한 구성도;3 is a block diagram showing a bonding structure of the surface treatment lightweight steel column and H-beams according to a second embodiment of the present invention;

도 4는 본 발명의 제 3실시예에 따른 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 도시한 구성도;Figure 4 is a block diagram showing a bonding structure of the surface treatment lightweight steel column and H-beams according to a third embodiment of the present invention;

도 5는 본 발명이 적용되는 표면처리 경량형강 기둥과 H-형강 보의 단면도.Figure 5 is a cross-sectional view of the surface treatment lightweight steel pillars and H-beams to which the present invention is applied.

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

10,10',10"..... 베이스판 20,20',20"..... 지지판10,10 ', 10 "..... Base plate 20,20', 20" ..... Support plate

22..... 볼트 30,30"..... 샷핀22 ..... Bolt 30,30 "..... Shotpin

100.... 표면처리 경량형강 기둥 110..... H-형강100 .... Surface treatment Light steel column 110 ..... H-shaped steel

112.... 플랜지112 .... Flange

상기와 같은 목적을 달성하기 위하여 본 발명은 제 1실시예로서, 1mm두께 내외의 박강판을 냉간성형하여 만든 표면처리 경량형강을 조립하여 이루어진 기둥부재와 일반적으로 철골조에 사용되는 H-형강 보부재를 연결 접합하는 구조에 있어서, H-형강의 단면에 용접연결되어 일정크기의 평면공간을 형성하는 베이스판과, 상기 베이스판의 일측면에 상단이 용접연결되고 하단은 상기 H-형강 보부재에 직각방향으로 하향연장하여 상기 표면처리 경량형강기둥에 샷핀(shot pin)연결되는 지지판을 포함함을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 마련함에 의한다.In order to achieve the above object, the present invention provides a pillar member made by assembling a surface-treated lightweight steel made by cold forming a thin steel sheet having a thickness of about 1 mm and a H-shaped steel beam member generally used in steel frames. In the connection joining structure, the base plate is welded to the cross-section of the H-shaped steel to form a planar space of a certain size, and the upper end is welded to one side of the base plate and the lower end to the H-shaped steel beam member By extending in a perpendicular direction to the surface treatment lightweight steel pillars, the support plate is connected to the shot pin (shot pin) characterized in that it provides a joint structure of the surface treatment lightweight steel pillars and H-beams.

그리고, 본 발명은 제 2실시예로서, 상기 지지판은 베이스판과 표면처리 경량형강 기둥에 각각 볼트로서 연결됨을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 마련함에 의한다.And, according to the second embodiment of the present invention, the support plate is provided by the joining structure of the surface-treated lightweight steel pillars and H-shaped steel beams, characterized in that each of the base plate and the surface-treated lightweight steel pillars are connected as bolts.

또한, 본 발명은 제 3실시예로서, 상기 베이스판의 상단이 상기 H-형강보에 연결되고, 하단이 표면처리 경량형강기둥에 샷핀으로 연결됨을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조를 마련함에 의한다.In addition, the present invention is a third embodiment, the upper surface of the base plate is connected to the H-beam, and the lower surface-treated lightweight steel column and H-shaped steel, characterized in that connected to the surface treatment lightweight steel pillars by shot pins By providing a joint structure of the beam.

이하, 본 발명을 도면에 따라서 보다 상세히 설명한다.Hereinafter, the present invention will be described in more detail with reference to the drawings.

본 발명의 제 1실시예에 따른 표면처리 경량형강 기둥과 H-형강 보의 접합구조(1)는 긴길이(long span)의 무지주 공간에서 적용되며, 이는 수평으로 H-형강 보(110)를 설치하며, 그 양단에는 반력을 받기 위하여 표면처리 경량형강(105)부재들을 사용하여 조립기둥(100)을 제작하고 설치한다. 상기 조립기둥(100)위에 H-형강 보(110)를 위치시키기 위하여, 우선 H-형강 보(110)단부에 H-형강보(110)와 동일한 폭(width)과 깊이(depth)를 가지는 일정두께(3mm)의 베이스판(10)을 용접시킨다. 이러한 베이스판(10)은 보(110)와 기둥(100)을 연결할 수 있는 충분한 용접공간을 마련해 준다는 것과 보(110) 단부의 국부좌굴을 방지하는 효과도 얻을 수 있다.The joint structure 1 of the surface treatment lightweight steel column and the H-beams according to the first embodiment of the present invention is applied in a long span unsupported space, which is horizontally H-beams 110 To install, and both ends to produce and install the assembly column 100 using the surface treatment lightweight steel 105 in order to receive a reaction force. In order to position the H-beams 110 on the assembly column 100, first, a certain width and depth of the H-beams 110 at the ends of the H-beams 110 are constant. The base plate 10 of thickness (3 mm) is welded. The base plate 10 provides a sufficient welding space for connecting the beam 110 and the pillar 100 and also can prevent the local buckling of the end of the beam 110.

그리고, 앞서 언급한 방법으로 제작된 H-형강 보(110)와 조립기둥(100)을 일정두께(5mm)의 지지판(20)으로 연결하여, 용접이 가능한 H-형강 보(110)와 만나는 부분은 용접하고, 용접작업이 어려운 표면처리 경량형강 조립기둥(100)과 만나는 부분은 샷핀(shot pin)(30)을 사용하여 연결한다.And, by connecting the H-shaped steel beam 110 and the assembly column 100 manufactured by the above-mentioned method with a support plate 20 of a predetermined thickness (5mm), the portion that meets the weldable H-shaped steel beam 110 Is welded, and the portion that meets the surface-treated light steel assembly pillar 100 difficult to weld is connected using a shot pin (30).

이와 같이 본 발명의 제 1실시예에 따른 접합구조(1)를 만들어 줌으로써 표면처리 경량형강 기둥(100)과 H-형강 보(110)의 일체화된 연결이 가능하게 된다.As such, by making the joining structure 1 according to the first embodiment of the present invention, the integrated connection of the surface-treated lightweight steel column 100 and the H-shaped steel beam 110 is possible.

도 3에는 본 발명의 제 2실시예에 따른 표면처리 경량형강 기둥(100)과 H-형강 보(110)의 접합구조(1')가 도시되어 있다. 이는 H-형강 보(110)의 단면에 용접연결되어 일정크기의 평면공간을 형성하는 베이스판(10')과, 상기 베이스판(10')의 일측면에 상단이 연결되고 하단은 상기 H-형강 보(110)부재에 직각방향으로 하향연장하여 상기 표면처리 경량형강기둥(100)에 연결되는 지지판(20')을 포함하며, 상기 지지판(20')은 베이스판(10')과 표면처리 경량형강 기둥(100)에 각각 볼트(22)로서 연결되는 구성을 갖는 것이다.3 shows a joint structure 1 ′ of the surface treatment lightweight steel column 100 and the H-shaped steel beam 110 according to the second embodiment of the present invention. It is a base plate 10 'that is welded to the cross section of the H-beam steel 110 to form a planar space of a certain size, and the upper end is connected to one side of the base plate 10' and the lower end of the H- And a support plate 20 'connected to the surface treatment lightweight steel column 100 by extending downward in a perpendicular direction to the member beam member 110. The support plate 20' includes a base plate 10 'and a surface treatment. Each of the light steel pillars 100 is configured to be connected as a bolt 22.

이러한 경우 별도의 용접전원이 필요하지 않게 되며, 샷핀(30) 등을 고정시키는 별도의 장치도 불필요한 것이다.In this case, no separate welding power source is required, and a separate device for fixing the shot pin 30 and the like is also unnecessary.

또한, 도 4에는 본 발명의 제 3실시예에 따른 표면처리 경량형강 기둥(100)과 H-형강 보(110)의 접합구조(1")가 도시되어 있다. 이는 상기 제 1 및 제 2실시예와는 다르게 H-형강보(110)의 단면에 용접연결되어 일정크기의 평면공간을 형성하는 베이스판(10")을 갖추되, 지지판(20)(20')은 갖추지 않는다. 그리고, 상기 베이스판(10")이 상기 H-형강 보(110)부재에 직각방향으로 하향연장하여 하단이 표면처리 경량형강기둥(100)에 샷핀(30")이나 볼트등으로 연결되는 것이다.In addition, Figure 4 shows a joint structure (1 ") of the surface treatment lightweight steel column 100 and H-shaped beam 110 according to a third embodiment of the present invention. Unlike the example, the base plate 10 ″ is welded to the end surface of the H-shaped steel beam 110 to form a planar space having a predetermined size, but the support plates 20 and 20 ′ are not provided. In addition, the base plate 10 "extends downwardly at right angles to the H-shaped steel beam 110 member, and a lower end thereof is connected to the surface treatment lightweight steel column 100 by a shot pin 30" or a bolt.

상기와 같은 본 발명의 제 3실시예는 지지판(20)(20')을 장착하지 않음으로서 그 구성을 간단화할수 있는 것이다.The third embodiment of the present invention as described above can simplify the configuration by not mounting the support plates 20, 20 '.

상기에서와 같이 본 발명에 의하면, H-형강의 단면에 용접연결되어 일정크기의 평면공간을 형성하는 베이스판(10)과, 상기 베이스판(10)의 일측면에 상단이 연결되고 상기 표면처리 경량형강기둥(100)의 하단에 연결되는 지지판(20)을 갖춤으로서 용접이 어려운 표면처리 경량형강 기둥(100)과 H-형강 보(110)를 견고하게 접합시킬수 있는 것이다. 따라서 시공성을 크게 개선하여 작업생산성을 향상시키고, 보(110)다 큰 거실구조의 스틸하우스를 조립할수 있음으로서 조립작업의 다양성을 이룰수 있도록 개선된 효과가 얻어지는 것이다.According to the present invention as described above, the base plate 10 is welded to the cross-section of the H-shaped steel to form a planar space of a predetermined size, and the upper end is connected to one side of the base plate 10 and the surface treatment By having a support plate 20 connected to the lower end of the lightweight steel column 100, it is possible to firmly bond the surface treatment lightweight steel column 100 and the H-beam beam 110 difficult to weld. Therefore, the workability is greatly improved to improve work productivity, and the steel 110 of the living room structure larger than the beam 110 can be assembled to obtain an improved effect to achieve a variety of assembling work.

Claims (3)

1mm 두께 내외의 박강판을 냉간성형하여 만든 표면처리 경량형강을 조립하여 이루어진 기둥(100)부재와 일반적으로 철골조에 사용되는 H-형강 보(110)부재를 연결 접합하는 구조에 있어서, H-형강의 단면에 용접연결되어 일정크기의 평면공간을 형성하는 베이스판(10)과, 상기 베이스판(10)의 일측면에 상단이 용접연결되고 하단은 상기 H-형강 보(110)부재에 직각방향으로 하향연장하여 상기 표면처리 경량형강기둥(100)에 샷핀(shot pin)(30)으로 연결되는 지지판(20)을 포함함을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조.In the structure of connecting and joining the pillar 100 member made by assembling the surface treatment lightweight steel made by cold forming the thin steel plate of about 1mm thickness and the H-shaped steel beam 110 member which is generally used for steel frame, H-shaped steel The base plate 10 is welded to the cross section of the base plate 10 to form a planar space of a predetermined size, and an upper end is welded to one side of the base plate 10 and a lower end is perpendicular to the H-shaped steel beam 110 member. Joining structure of the surface-treated light steel column and H-beams characterized in that it comprises a support plate 20 which is extended downward to the surface treatment lightweight steel column 100 is connected to the shot pin (shot pin 30). 제 1항에 있어서, 상기 지지판(20')은 베이스판(10)과 표면처리 경량형강 기둥(100)에 각각 볼트(22)로서 연결됨을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조.According to claim 1, wherein the support plate (20 ') of the surface treatment lightweight steel pillars and H-shaped beams, characterized in that connected to the base plate 10 and the surface treatment lightweight steel column 100 as bolts 22, respectively. Junction structure. 제 1항에 있어서, 상기 베이스판(10")의 상단이 상기 H-형강보(110)에 연결되고, 하단이 표면처리 경량형강기둥(100)에 샷핀(30")으로 연결됨을 특징으로 하는 표면처리 경량형강 기둥과 H-형강 보의 접합구조.According to claim 1, wherein the upper end of the base plate 10 "is connected to the H-shaped steel beam 110, the lower end is characterized in that the shot pin 30" is connected to the surface-treated lightweight steel column (100) Surface treatment Connection structure of light steel column and H-beam.
KR1019970073604A 1997-12-24 1997-12-24 Joining Structure of Surface-treated Light Steel Columns and H-beams Expired - Fee Related KR100262496B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019970073604A KR100262496B1 (en) 1997-12-24 1997-12-24 Joining Structure of Surface-treated Light Steel Columns and H-beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019970073604A KR100262496B1 (en) 1997-12-24 1997-12-24 Joining Structure of Surface-treated Light Steel Columns and H-beams

Publications (2)

Publication Number Publication Date
KR19990053901A KR19990053901A (en) 1999-07-15
KR100262496B1 true KR100262496B1 (en) 2000-08-01

Family

ID=19528571

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019970073604A Expired - Fee Related KR100262496B1 (en) 1997-12-24 1997-12-24 Joining Structure of Surface-treated Light Steel Columns and H-beams

Country Status (1)

Country Link
KR (1) KR100262496B1 (en)

Also Published As

Publication number Publication date
KR19990053901A (en) 1999-07-15

Similar Documents

Publication Publication Date Title
KR100634895B1 (en) Structural member and method of manufacturing the structural member
JP2005139623A (en) Reinforcing beam and unit building with the reinforcing beam
KR100262496B1 (en) Joining Structure of Surface-treated Light Steel Columns and H-beams
JP2000220213A (en) Column-beam connection part structure and beam
JP4520401B2 (en) Column / beam structure
JP5142575B2 (en) Seismic reinforcement method for wooden buildings and wooden buildings
JP2883655B2 (en) Horizontal bearing members for construction
JP2001107465A (en) Prefabricated frame structure of building unit body
JPS59165744A (en) Pillar and beam connecting apparatus
JP3977225B2 (en) Structure of the outer wall of the steel structure
KR200223787Y1 (en) Constructional members for prefabricating H-beam
JPH0967855A (en) Corner balcony unit and mounting method thereof
JPH1061018A (en) Unit building
JP4984826B2 (en) Connecting bracket for building and connecting structure using the same
JPH1181454A (en) Connecting structure for column and beam
JP2023002219A (en) Bonding structure
JP2007314937A (en) Column-connected type container house
JP2002115325A (en) Connecting structure of composite beam and wooden column, and gate-shaped frame
JP2877864B2 (en) Building method
JPH10252215A (en) Wall panel
JP2762043B2 (en) Connection support structure for vertical load support members
JP2791339B2 (en) House structure
JP2022054707A (en) Column structure of building unit
JPH071377Y2 (en) Floor panel mounting structure to the beam
JP2020105811A (en) Corner frame, corner cover, and mounting structure of projected corner column and corner cover

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 19971224

PA0201 Request for examination

Patent event code: PA02012R01D

Patent event date: 19971224

Comment text: Request for Examination of Application

PG1501 Laying open of application
N231 Notification of change of applicant
PN2301 Change of applicant

Patent event date: 19991224

Comment text: Notification of Change of Applicant

Patent event code: PN23011R01D

E701 Decision to grant or registration of patent right
PE0701 Decision of registration

Patent event code: PE07011S01D

Comment text: Decision to Grant Registration

Patent event date: 20000406

GRNT Written decision to grant
PR0701 Registration of establishment

Comment text: Registration of Establishment

Patent event date: 20000502

Patent event code: PR07011E01D

PR1002 Payment of registration fee

Payment date: 20000503

End annual number: 3

Start annual number: 1

PG1601 Publication of registration
FPAY Annual fee payment

Payment date: 20030506

Year of fee payment: 4

PR1001 Payment of annual fee

Payment date: 20030506

Start annual number: 4

End annual number: 4

LAPS Lapse due to unpaid annual fee
PC1903 Unpaid annual fee