KR100579702B1 - Structural structural members - Google Patents

Structural structural members Download PDF

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KR100579702B1
KR100579702B1 KR1020050065488A KR20050065488A KR100579702B1 KR 100579702 B1 KR100579702 B1 KR 100579702B1 KR 1020050065488 A KR1020050065488 A KR 1020050065488A KR 20050065488 A KR20050065488 A KR 20050065488A KR 100579702 B1 KR100579702 B1 KR 100579702B1
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plate
reinforcing plate
main reinforcing
timber
wood
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한진수
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한진수
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    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
    • 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
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

본 발명은 철재의 강성과 목재의 좋은 질감 및 외관의 자연스러운 특징을 충분히 나타낼 수 있고, 건축물의 시공현장 외에서 별도로 제작하여 시공현장의 현장작업을 최소화하고 목재의 관리를 용이하게 하여 건축시공의 경제성 및 시공성을 향상시킨 건축용 구조부재에 관한 것이다.The present invention can sufficiently exhibit the natural characteristics of the steel stiffness and the good texture and appearance of the wood, and can be produced separately from the construction site of the building to minimize the field work of the construction site and to facilitate the management of timber, economical and The present invention relates to a structural structural member having improved workability.

본 발명은 금속재의 중공된 사각기둥형상의 주보강판과, 상기 주보강판의 외측면에 일정 두께의 외장목재가 장착되어 건축물의 기둥 또는 보로 사용되는 건축용 구조부재에 있어서, 상기 주보강판(10)은 일면이 길이방향으로 개방되고, 상기 외장목재(20)는 내측으로부터 접합핀(30)으로 접합되어 기본판재(15)를 형성하고, 상기 기본판재(15)가 상기 주보강판(10)의 개방면을 중심으로 서로 대칭되도록 형성하고, 금속판상으로 상기 대칭된 주보강판(10) 내측에서 일정한 간격을 유지하도록 삽입되는 간격판(12)과, 상기 간격판(12)의 반대편에서 상기 외장목재(20)와 주보강판(10) 사이에 양단부가 억지끼움되는 부보강판(14)과, 상기 간격판(12)의 외측에 내측으로부터 접합핀(30)으로 접합되는 측판목재(22)를 포함하여 구성되는 것을 특징으로 한다.The present invention is a hollow rectangular pillar-shaped main reinforcing plate of the metal material and the exterior structural material is mounted on the outer surface of the main reinforcing plate is a structural structural member for use as a pillar or beam of the building, the main reinforcing plate 10 is One surface is opened in the longitudinal direction, the exterior timber 20 is bonded to the bonding pins 30 from the inside to form a base plate 15, the base plate 15 is the open surface of the main reinforcing plate 10 Are formed to be symmetrical with respect to each other, the spacer plate 12 is inserted into the metal plate to maintain a constant interval inside the symmetrical main reinforcing plate 10, and the exterior timber 20 from the opposite side of the spacer plate 12 ) And a side reinforcement plate 14 having both ends sandwiched between the main reinforcing plate 10 and a side plate wood 22 joined to the outer side of the spacer plate 12 from the inner side by a bonding pin 30. It is characterized by.

건축, 구조부재, 보강판, 금속재, 찬넬, 접합핀 Construction, Structural Member, Reinforcement Plate, Metal, Chanel, Joint Pin

Description

건축용 구조부재{ARCHITECTURAL BEAM WITH DIFFER MATERIALS}Structural member for construction {ARCHITECTURAL BEAM WITH DIFFER MATERIALS}

도 1은 본 발명의 일실시 예에 의한 건축용 구조부재의 개략적인 구성도,1 is a schematic configuration diagram of a structural structural member according to an embodiment of the present invention,

도 2는 도 1의 분리사시도,2 is an exploded perspective view of FIG. 1;

도 3은 도 1의 A-A선의 단면도,3 is a cross-sectional view taken along the line A-A of FIG.

도 4는 본 발명의 다른 실시 예에 의한 건축용 구조부재의 개략적인 구성도,4 is a schematic configuration diagram of a structural structural member according to another embodiment of the present invention;

도 5는 도 4의 분리사시도,5 is an exploded perspective view of FIG. 4;

도 6은 도 4의 B-B선의 단면도,6 is a cross-sectional view taken along line B-B of FIG. 4;

도 7은 본 발명에 의한 건축용 구조부재의 사용을 위한 분해사시도.Figure 7 is an exploded perspective view for use of the structural structural member according to the present invention.

< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>

10: 주보강판 12: 간격판10: main reinforcing plate 12: spacer

14: 부보강판 15: 기본판재14: secondary reinforcing sheet 15: basic plate

16: C형 주보강판 17: C형 부보강판16: Type C main stiffener 17: Type C sub stiffener

18: 찬넬(Channel) 20: 외장목재18: Channel 20: Exterior wood

21: 결합홈 22: 측판목재21: coupling groove 22: side plate wood

24: 마감목재 26: 보강목재24: finishing wood 26: reinforcing wood

30, 31: 접합핀 40: 연결베이스부재30, 31: bonding pin 40: connecting base member

41: 앙카볼트 42: 볼트-너트41: anchor bolt 42: bolt-nut

44: 연결기둥부재 45: 보연결부재44: connecting column member 45: beam connecting member

46: 부보연결부재46: auxiliary member

본 발명은 건축용 구조부재에 관한 것으로, 보다 상세하게는 철재의 강성과 목재의 좋은 질감 및 외관의 자연스러운 특징을 충분히 나타낼 수 있고, 건축물의 시공현장 외에서 별도로 제작하여 시공현장의 현장작업을 최소화하고 목재의 관리를 용이하게 하여 건축시공의 경제성 및 시공성을 향상시킨 건축용 구조부재에 관한 것이다.The present invention relates to a structural member for building, and more particularly, it can sufficiently exhibit the natural characteristics of the stiffness of the steel and the good texture and appearance of the wood, by minimizing the field work of the construction site by separately manufactured outside the construction site of the building The present invention relates to a structural structural member for facilitating management of construction and improving economics and constructability.

일반적으로 건축물은 목재나 철재의 기둥과 보로 뼈대를 형성하고, 벽면과 바닥슬라브 등을 다양한 건축자재를 사용하여 시공된다.In general, the building is formed of timber or steel pillars and beams, and the walls and floor slabs are constructed using various building materials.

상기 목재는 질감이 좋고, 미관상 외관이 자연스러우나 변형이 생기는 단점이 있으며, 철재는 목재에 비해 월등한 강성을 지니고 있으나 마감재로 사용하는 경우에는 미관상 차가운 단점이 있다.The wood has a good texture, the aesthetic appearance is natural, but there is a disadvantage that the deformation occurs, the steel has a superior rigidity than the wood, but when used as a finishing material has a cold aesthetic disadvantage.

따라서 상기 목재와 철재의 구조부재를 기둥이나 보로 적절히 분할하여 사용하였다. 그러나 이러한 종래의 철재를 사용하는 경우에는 볼트나 용접으로 기둥과 수평보를 고정하는 것으로, 상기 볼트나 용접부분이 외부로 노출되고 그로 인해 부식되어 수명이 단축됨은 물론, 부식에 의한 녹이 흘러내려 기둥을 오염시키게 되는 문제가 있으며, 또한 구조물 전체가 목재나 철재로 되어 있어 운반 및 설치가 어렵 고 해체 시에도 많은 노동력과 시간이 소요되는 단점이 있다.Therefore, the structural members of the wood and steel were properly divided into columns or beams. However, in the case of using such a conventional steel, by fixing the column and the horizontal beam by bolts or welding, the bolt or welded parts are exposed to the outside and thereby corroded to shorten the life, as well as rust due to corrosion flows down the column There is a problem that is contaminated, and also because the whole structure is made of wood or steel, it is difficult to transport and install, and it takes a lot of labor and time when dismantling.

또한 철재의 경우에는 외관이 단순한 색상을 띠므로 주변 경관과 조화를 이루지 못하고, 설치 후에도 형태의 변형과 부식을 방지하기 위하여 방수용 도료로 도색해야 하는 번거로움이 있었다.In addition, in the case of steel, since the exterior has a simple color, it is inconsistent with the surrounding landscape, and after installation, there is a need to paint with waterproof coating to prevent deformation and corrosion of the form.

이러한 문제로 인하여 금속으로 된 심체를 두고 그 외면부에 외장재를 체결수단을 이용하여 부착하는 건축용 구조부재가 제안된 바 있다. 즉, 철재로 형성된 심체의 외주면에 석재 또는 목재 등으로 되는 복수개의 외장재를 배열 설치하고, 상기 외장재와 심체에 결합공을 형성한 후, 상기 결합공에 나사못이나 볼트 등의 체결수단을 삽입 체결하여 심체와 외장재를 결합시킨 것이다. 그러나 이러한 종래의 건축 구조부재는 체결수단인 나사못이나 볼트를 삽입시키기 위한 결합공을 뚫어야 하므로 작업의 공수와 비용이 증가함과 아울러, 목재나 석재로 되는 외장재에 형성된 결합공에 의하여 상기 외장재의 균열이나 뒤틀림 등이 발생할 우려가 있으며, 체결수단인 나사못이나 볼트가 금속으로 되어 부식되기 쉽고, 그로 인한 녹이 흘러내려 오염시키게 되는 등의 문제가 있었다.Due to this problem, a structural structural member has been proposed in which a core is made of metal and an exterior member is attached to the outer surface by using a fastening means. That is, a plurality of exterior materials, such as stone or wood, are arranged on the outer circumferential surface of the core formed of steel, and a coupling hole is formed in the exterior material and the core, and then a fastening means such as a screw or a bolt is inserted into the coupling hole. It is a combination of core and exterior materials. However, such a conventional building structural member has to drill a coupling hole for inserting a screw or bolt, which is a fastening means, thereby increasing the labor and cost of the work, and cracking of the exterior material by the coupling hole formed in the exterior material made of wood or stone. There is a fear that the distortion or the like, and the screw or bolt as a fastening means is made of metal and easily rusted, resulting in rust flow and contaminate.

한편, 상기 나사못이나 볼트를 사용하지 않기 위하여 심체의 외주면에 'T'형으로 되는 복수개의 체결편을 형성하고, 외장재의 양측부에 요홈을 형성하여 상기 요홈에 체결편이 삽입됨으로써 결합되는 건축 구조부재가 개시되기도 하였다.On the other hand, to form a plurality of fastening pieces of the 'T' type on the outer peripheral surface of the core in order not to use the screws or bolts, and to form the grooves on both sides of the outer packaging material to be coupled by the fastening piece is inserted into the grooves Was also initiated.

그러나, 상기와 같은 종래의 구조부재도 또한 내부의 철재부재 형상이 복잡하여 제품의 가격이 상승되고, 목재와의 결합공정이 복잡하여 제작시간과 비용이 높게 형성되는 문제점이 있다. 또한 건축물의 현장에 따라 제작하여야 되므로 제 품의 표준화가 어렵고 시공이 복잡한 문제점 있다.However, the conventional structural member as described above also has a problem in that the shape of the internal steel member is complicated, the price of the product is increased, and the joining process with wood is complicated, so that manufacturing time and cost are high. In addition, it is difficult to standardize the product and the construction is complicated because it must be manufactured according to the site of the building.

본 발명은 상기한 제반 문제점을 해결하기 위한 것으로, 본 발명의 목적은 철재의 강성과 목재의 좋은 질감 및 외관의 자연스러운 특징을 충분히 나타낼 수 있으며, 건축물의 시공현장 외에서 표준화된 규격으로 별도로 제작하여 시공현장의 현장작업을 최소화하여 목재의 관리를 용이하게 하여 건축시공의 경제성 및 시공성을 향상시킨 건축용 구조부재를 제공하는 것이다.The present invention is to solve the above-mentioned problems, the object of the present invention can fully exhibit the natural characteristics of the stiffness of the steel and the good texture and appearance of the wood, and separately manufactured to a standardized standard outside the construction site of the construction To minimize the on-site work of the site to facilitate the management of wood to provide a structural structural member for improving the economics and workability of the construction.

본 발명은 금속재의 중공된 사각기둥형상의 주보강판과, 상기 주보강판의 외측면에 일정 두께의 외장목재가 장착되어 건축물의 기둥 또는 보로 사용되는 건축용 구조부재에 있어서, 상기 주보강판(10)은 일면이 길이방향으로 개방되고, 상기 외장목재(20)는 내측으로부터 접합핀(30)으로 접합되어 기본판재(15)를 형성하고, 상기 기본판재(15)가 상기 주보강판(10)의 개방면을 중심으로 서로 대칭되도록 형성하고, 금속판상으로 상기 대칭된 주보강판(10) 내측에서 일정한 간격을 유지하도록 삽입되는 간격판(12)과, 상기 간격판(12)의 반대편에서 상기 외장목재(20)와 주보강판(10) 사이에 양단부가 억지끼움되는 부보강판(14)과, 상기 간격판(12)의 외측에 내측으로부터 접합핀(30)으로 접합되는 측판목재(22)를 포함하여 구성되는 것을 특징으로 한다.The present invention is a hollow rectangular pillar-shaped main reinforcing plate of the metal material and the exterior structural material is mounted on the outer surface of the main reinforcing plate is a structural structural member for use as a pillar or beam of the building, the main reinforcing plate 10 is One surface is opened in the longitudinal direction, the exterior timber 20 is bonded to the bonding pins 30 from the inside to form a base plate 15, the base plate 15 is the open surface of the main reinforcing plate 10 Are formed to be symmetrical with respect to each other, the spacer plate 12 is inserted into the metal plate to maintain a constant interval inside the symmetrical main reinforcing plate 10, and the exterior timber 20 from the opposite side of the spacer plate 12 ) And a side reinforcement plate 14 having both ends sandwiched between the main reinforcing plate 10 and a side plate wood 22 joined to the outer side of the spacer plate 12 from the inner side by a bonding pin 30. It is characterized by.

이때 상기 주보강판(10)과 외장목재(20)가 접착되는 길이방향의 일측 모서리에 일정 깊이로 결합홈(21)이 길이방향으로 더 형성되며, 형성된 결합홈(21)에 상기 측판목재(22)가 삽입되어 결합되며, 상기 부보강판(14)의 외측에는 부보강판(14)이 외부로 노출되지 않도록 마감목재(24)가 더 접착되어 구성되는 것을 특징으로 한다.At this time, the main reinforcing plate 10 and the outer timber 20, the coupling groove 21 is further formed in the longitudinal direction at a predetermined depth in one side edge of the longitudinal direction, the side plate wood 22 in the coupling groove 21 formed ) Is inserted and coupled, and the finish wood 24 is further bonded to the outside of the secondary reinforcing plate 14 so that the secondary reinforcing plate 14 is not exposed to the outside.

삭제delete

한편 본 발명은 금속재의 중공된 사각기둥형상의 주보강판과, 상기 주보강판의 외측면에 일정 두께의 외장목재가 장착되어 건축물의 기둥 또는 보로 사용되는 건축용 구조부재에 있어서, 상기 주보강판은 일면이 길이방향으로 개방되고, 개방면이 작아지도록 양측면에서 연장되어 형성되는 C형 주보강판(16)이고, 상기 외장목재(20)는 내측으로부터 접합핀(30)으로 접합되어 기본판재(15)를 구성하고, 상기 기본판재(15)의 개방면을 패쇄하는 보강목재(26)와, 상기 C형 주보강판(16)의 일측면이 제거된 C형 부보강판(17)에 접합핀(30)으로 접합되어 상기 보강목재(26)의 외측에 상기 기본판재(15)와 대응되도록 접합되고, 상기 C형 부보강판(17)의 개구된 측면에는 상기 C형 부보강판(17)과 외장목재(20) 사이에 억지끼움으로 결합되는 찬넬(18)과, 상기 찬넬(18)이 외부로 노출되지 않도록 결합되는 마감목재(24)를 더 포함하고, 상기 C형 주보강판(16) 및 C형 부보강판(17)과 접착되는 외장목재(20) 및 보강목재(26)의 길이방향의 일측 모서리에는 각각 일정 깊이의 결합홈(21)이 더 형성되어 상기 측판목재(22)와 결합되어 구성될 수 있다.On the other hand, the present invention is a hollow rectangular pillar-shaped main reinforcing plate of the metal material, and the outer surface of the main reinforcing plate is mounted on the outer surface of a predetermined thickness in the building structural member for building used as a pillar or beam of the building, the main reinforcing plate is one side C-shaped main reinforcing plate 16 is formed extending in both sides so as to open in the longitudinal direction, the opening surface is smaller, the exterior timber 20 is bonded to the bonding pin 30 from the inside to form the base plate 15 In addition, the joining pins 30 are joined to the reinforcement timber 26 to block the open surface of the base plate 15 and the C-type sub-reinforcement plate 17 from which one side of the C-type main reinforcing plate 16 is removed. The outer side of the reinforcing timber 26 is joined to correspond to the base plate 15, and the open side of the C-type secondary reinforcing plate 17 between the C-type secondary reinforcing plate 17 and the exterior timber 20 Chanel 18 coupled to the interference with the channel, the channel 18 to the outside One side of the longitudinal direction of the exterior timber 20 and the reinforcement timber 26 further comprises a finish wood 24 coupled to be not exposed to the C-type main reinforcement plate 16 and the C-type secondary reinforcement plate 17 Each corner is further formed with a coupling groove 21 of a predetermined depth may be configured to be combined with the side plate wood (22).

이하, 첨부된 도면을 참조하여 본 발명에 의한 건축용 구조부재를 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail a structural structural member according to the present invention.

도 1은 본 발명의 일실시 예에 의한 건축용 구조부재의 개략적인 구성도이고, 도 2는 도 1의 분리사시도이며, 도 3은 도 1의 A-A선의 단면도이고, 도 4는 본 발명의 다른 실시 예에 의한 건축용 구조부재의 개략적인 구성도이며, 도 5는 도 4의 분리사시도이고, 도 6은 도 4의 B-B선의 단면도이며, 도 7은 본 발명에 의한 건축용 구조부재의 사용을 위한 분해사시도이다.1 is a schematic configuration diagram of a structural structural member according to an embodiment of the present invention, Figure 2 is an exploded perspective view of Figure 1, Figure 3 is a cross-sectional view of the line AA of Figure 1, Figure 4 is another embodiment of the present invention Figure 5 is a schematic structural view of a structural structural member according to an example, Figure 5 is an exploded perspective view of Figure 4, Figure 6 is a cross-sectional view of the line BB of Figure 4, Figure 7 is an exploded perspective view for use of the structural structural member according to the present invention to be.

본 발명의 일실시 예에 의한 건축용 구조부재는 상기 도 1 내지 도 3에 도시된 바와 같이, 금속재의 중공된 사각기둥형상으로 일면이 길이방향으로 개방된 주보강판(10)의 외측면에 일정 두께의 외장목재(20)가 상기 주보강판(10)의 내측으로부터 접합핀(30)으로 접합된 기본판재(15)와, 상기 기본판재(15)가 상기 주보강판(10)의 개방면을 중심으로 서로 대칭되도록 형성되고, 1쌍의 주보강판(10) 내측에서 일정한 간격을 유지하도록 내측에 삽입되는 금속재로 형성된 간격판(12)과, 상기 간격판(12)에서부터 접합핀(30)으로 접합되는 측판목재(22)와, 상기 간격판(12)의 반대편에서 상기 외장목재(20)와 주보강판(10) 사이에 양단부가 억지끼움되는 부보강판(14)을 포함하여 구성된다. 이때 상기 주보강판(10)과 외장목재(20)가 접착되는 길이방향의 일측 모서리에는 일정 깊이로 결합홈(21)이 길이방향으로 형성되며, 형성된 결합홈(21)에 상기 측판목재(22)가 삽입되어 결합된다. 또한 상기 부보강판(14)의 외측에는 부보강판(14)이 외부로 노출되지 않도록 마감목재(24)가 더 접착되어 구성될 수 있다. 한편, 상기 간격판(12)과 부보강판(14)은 복수개로 구성되며, 상기 주보강판(10)과 간격판(12)은 각각은 복수개의 접합핀(30)으로 고정된다.Building structural member according to an embodiment of the present invention as shown in Figures 1 to 3, a predetermined thickness on the outer surface of the main reinforcing plate 10, the one side is opened in the longitudinal direction in the hollow rectangular column shape of the metal material The base plate 15 of the exterior timber 20 is bonded to the bonding pin 30 from the inner side of the main reinforcing plate 10, and the base plate 15 is centered around the open surface of the main reinforcing plate 10 It is formed to be symmetric with each other, the spacer plate 12 is formed of a metal material inserted into the inner space so as to maintain a constant interval in the pair of main reinforcing plate 10, and is bonded to the bonding pin 30 from the spacer plate 12 It comprises a side plate wood 22 and the secondary reinforcing plate 14, the both ends of the interposed between the exterior timber 20 and the main reinforcing plate 10 on the opposite side of the spacer plate 12. At this time, one side edge of the longitudinal direction in which the main reinforcing plate 10 and the exterior timber 20 is bonded, the coupling groove 21 is formed in the longitudinal direction to a predetermined depth, the side plate wood 22 in the coupling groove 21 formed Is inserted and joined. In addition, the outer side of the secondary reinforcing plate 14 may be configured by further bonding the finishing wood 24 so that the secondary reinforcing plate 14 is not exposed to the outside. On the other hand, the spacer plate 12 and the secondary reinforcing plate 14 is composed of a plurality, the main reinforcing plate 10 and the spacer plate 12 are each fixed with a plurality of bonding pins (30).

즉, 상기와 같이 구성된 구조부재는 간격판(12)의 내측으로부터 측판목재(22)가 접합핀(30)으로 접합되고, 마감목재(24)는 접착제로 접착되기 때문에 외관 이 미려하게 된다.That is, in the structural member configured as described above, the side plate wood 22 is joined to the bonding pin 30 from the inner side of the spacer plate 12, and the finish wood 24 is glued with an adhesive, which makes the appearance beautiful.

본 발명의 다른 실시 예에 의한 건축용 구조부재는 상기 도 4 내지 도 6에 도시된 바와 같이, 1쌍의 기본판재(15) 중간에 보강목재(26)가 더 삽입되어 상기 1쌍의 기본판재(15)의 간격을 일정하게 유지하게 된다.Building structural member according to another embodiment of the present invention as shown in Figure 4 to 6, the reinforcement timber 26 is further inserted in the middle of the pair of base plate 15, the pair of base plate ( The interval of 15) is kept constant.

이때 상기 기본판재(15)에 접합되는 일측의 주보강판은 C형 주보강판(16)으로 형성되고, 다른 주보강판은 상기 C형 주보강판(16)에서 일측면이 제거된 C형 부보강판(17)으로 형성된다. 또한 상기 C형 주보강판(16) 또는 C형 부보강판(17)가 접착되는 길이방향의 일측 모서리에는 각각 일정 깊이의 결합홈(21)이 형성되어 상기 측판목재(22)와 결합되고, 상기 C형 주보강판(16)의 측면에는 각각 마감목재(24)가 접합된다.At this time, one side of the main reinforcing plate bonded to the base plate 15 is formed of the C-type main reinforcing plate 16, the other main reinforcing plate C-type sub-reinforcement plate 17, one side is removed from the C-type main reinforcing plate 16 Is formed. In addition, the one side edge in the longitudinal direction to which the C-type main reinforcing plate 16 or the C-type sub-reinforcement plate 17 is bonded to each other is formed with a coupling groove 21 of a predetermined depth is coupled to the side plate wood 22, the C Finishing wood 24 is joined to the side of the main mold reinforcing plate 16, respectively.

상기와 같이 구성된 본 발명의 다른 실시 예에 의한 건축용 구조부재의 결합순서를 보다 구체적으로 설명하면, 먼저 C형 주보강판(16)에 외장목재(20)를 접합핀(30)으로 접합하여 기본판재(15)를 형성하고, 접합된 기본판재(15)의 측면에 각각 측판목재(22)와 마감목재(24)를 C형 주보강판(16)의 내측에서 접합핀(30)을 이용하여 접합시킨 후 상기 보강목재(26)를 상기 개구된 C형 주보강판(16)의 개구부를 폐쇄시키도록 결합하고 접합핀(31)으로 고정한다. 이때 상기 C형 주보강판(16)의 일측만 접합핀(31)으로 고정한다. 그 후 C형 부보강판(17)과 외장목재(20)가 접합된 다른 기본판재(15)의 일측면에 측판목재(22)를 접합한 후 상기 보강목재(26)에 접합핀(31)으로 상기 C형 부보강판(17)의 타측면과 결합되도록 고정한다.Referring to the bonding sequence of the structural structural member according to another embodiment of the present invention configured as described above in more detail, first bonded to the C-shaped main reinforcing plate 16 the exterior timber 20 with a bonding pin 30 to the base plate (15) was formed, and the side plate timber 22 and the finish timber 24 were joined to the side surfaces of the joined base plate 15 using the joining pins 30 from the inside of the C-shaped main reinforcing plate 16, respectively. After the reinforcing timber 26 is coupled to close the opening of the opening C-shaped main reinforcing plate 16 and fixed with a bonding pin 31. At this time, only one side of the C-type main reinforcing plate 16 is fixed with a bonding pin 31. Then, the side plate timber 22 is bonded to one side of the other base plate 15 to which the C-type sub-reinforcement plate 17 and the exterior timber 20 are joined, and then the joining pins 31 to the reinforcement timber 26. It is fixed to be coupled to the other side of the C-type secondary reinforcing plate (17).

그 후 상기 C형 부보강판(17)의 개구된 측면을 찬넬(18)을 이용하여 폐쇄시 키고, 바람직하게는 마감목재(24)로 덮은 다음 외측면에서 접합핀(30)으로 고정하여 완성한다. 이때 상기 찬넬(18)의 일측단은 상기 C형 부보강판(17)과 외장목재(20) 사이에 억지끼움으로 결합되고, 접착제로 접합될 수 있다.After that, the opened side of the C-type secondary reinforcing plate 17 is closed by using the channel 18, preferably covered with a finish wood 24, and then fixed by the bonding pins 30 at the outer side to be completed. . At this time, one side end of the channel 18 is coupled to the interference fit between the C-type secondary reinforcing plate 17 and the exterior timber 20, it can be bonded with an adhesive.

상기와 같이 구성된 본 발명의 일실시 예는 기둥으로 사용하고, 다른 실시 예는 보로 사용하는 것이 바람직하다.One embodiment of the present invention configured as described above is used as a column, another embodiment is preferably used as a beam.

본 발명의 사용은 상기 도 7에 도시된 바와 같이, 건축물의 바닥에 먼저 앙카볼트(41)를 이용하여 연결베이스부재(40)를 고정한다. 이때 상기 연결베이스부재(40)는 철재로 형성된 것을 사용하는 것이 바람직하다.In the use of the present invention, as shown in FIG. 7, the anchoring base member 40 is first fixed to the bottom of the building using the anchor bolt 41. At this time, it is preferable to use the connection base member 40 formed of iron.

그 후 본 발명의 일실시 예에 의한 건축용 구조목재를 볼트-너트(42)로 체결한다. 이때 상기 본 발명의 일실시 예에 의한 건축용 구조목재 끼리의 연결은 사각기둥형상의 연결기둥부재(44)에 각각 건축용 구조목재를 볼트-너트(42)를 이용하여 체결한다. 또한 보로 사용될 경우에는 각각 주보강판(10)의 내부에 삽입될 수 있는 연결부재(45, 46)를 사용하여 볼트-너트(42) 체결한다. 이때 상기 연결부재(45, 46)는 보강목재(26)가 없는 경우에는 양측단이 절곡된 보연결부재(46)를 사용하고, 보강목재(26)가 있는 경우에는 양측단 및 중앙부에서 돌출된 부보연결부재(45)를 사용하여 볼트-너트(42) 결합하여 사용하게 된다.Thereafter, the building structural timber according to the embodiment of the present invention is fastened with a bolt-nut 42. At this time, the connection between the building structural timbers according to an embodiment of the present invention is fastened to the connecting pillar member 44 of the rectangular pillar shape by using the bolts-nut (42) for the structural structural timber, respectively. In addition, when used as a beam, the bolt-nut 42 is fastened by using connecting members 45 and 46 which can be inserted into the main reinforcing plate 10, respectively. In this case, the connecting members 45 and 46 use the beam connecting member 46 bent at both ends when the reinforcing wood 26 is absent, and when the reinforcing wood 26 is provided, the connecting members 45 and 46 protrude from both ends and the central part. The bolt-nut 42 is used by using the auxiliary connection member 45.

즉 본 발명의 건축용 구조목재는 각각의 길이방향의 단부에는 상기 볼트-너트를 체결할 수 있는 구멍이 다수개 형성되어 있으며, 이는 시공되는 현장의 설계에 따라 미리 공장에서 타공되어 공급되도록 하여 현장에서의 작업공정을 최소화할 수 있도록 작업하는 것이 바람직하다. 또한 상기 구조목재는 각각 공장에서 미리 설계된 치수로 제작되므로, 외장목재(20)나 측판목재(22) 및 마감목재(24)의 훼손을 방지할 수 있게 되며, 상기 외장목재(20)나 측판목재(22) 및 마감목재(24)의 표면이 항상 매끄럽고, 철재의 노출에 의한 부식등을 방지하게 된다. 즉 구조목재의 내측에 구조된 주보강판(10) 또는 C형 주보강판(16) 및 C형 부보강판(17)의 내측에서 각각 접합핀(30)으로 결합되기 때문에 외부로 금속재가 노출되지 않도록 형성된다.That is, the building structural timber of the present invention has a plurality of holes for fastening the bolt-nut is formed at each end of the longitudinal direction, which is to be drilled and supplied in the factory in advance according to the design of the construction site in the field It is advisable to work to minimize the working process. In addition, since the structural timber is manufactured in a factory designed dimensions, respectively, it is possible to prevent the damage of the exterior timber 20 or the side panel wood 22 and the finish wood 24, the exterior timber 20 or side board wood (22) and the surface of the finish wood 24 is always smooth, to prevent corrosion and the like due to the exposure of the steel. That is, since the main reinforcing plate 10 or the C-type main reinforcing plate 16 and the C-type secondary reinforcing plate 17 structured in the inner side of the structural wood are coupled to each other by the bonding pin 30, so that the metal material is not exposed to the outside do.

앞에서 설명된 본 발명의 일 실시예는 본 발명의 기술적사상을 한정하는 것으로 해석되어서는 안 된다. 본 발명의 보호범위는 청구범위에 기재된 사항에 의하여만 제한되고, 본 발명의 기술분야에서 통상의 지식을 가진 자는 본 발명의 기술적 사상을 다양한 형태로 개량 변경하는 것이 가능하다. 따라서 이러한 개량 및 변경은 통상의 지식을 가진 자에게 자명한 것인 한 본 발명의 보호범위에 속하게 될 것이다.An embodiment of the present invention described above should not be construed as limiting the technical spirit of the present invention. The protection scope of the present invention is limited only by the matters described in the claims, and those skilled in the art can change and change the technical idea of the present invention in various forms. Therefore, such improvements and modifications will fall within the protection scope of the present invention, as will be apparent to those skilled in the art.

상술한 바와 같이 본 발명에 따르면, 철재의 강성을 이용하여 건축용 구조부재의 강도를 향상시키고, 목재의 좋은 질감 및 외관의 자연스러운 특징을 충분히 나타낼 수 있는 자연친화적인 구조부재를 제공할 수 있게 된다.As described above, according to the present invention, it is possible to improve the strength of the structural structural member by using the rigidity of the steel, it is possible to provide a natural friendly structural member that can sufficiently exhibit the natural texture of the good texture and appearance of wood.

또한 본 발명의 건축용 구조부재는 건축물의 시공현장 외에서 표준화된 규격으로 별도로 제작하여 시공현장의 현장작업을 최소화하여 목재의 관리를 용이하게 하여 건축시공의 경제성 및 시공성을 크게 향상시킬 수 있다.In addition, the building structural member of the present invention can be manufactured separately to a standardized standard outside the construction site of the building to minimize the field work of the construction site to facilitate the management of wood, thereby greatly improving the economics and workability of the construction construction.

Claims (4)

삭제delete 금속재의 중공된 사각기둥형상의 주보강판과, 상기 주보강판의 외측면에 일정 두께의 외장목재가 장착되어 건축물의 기둥 또는 보로 사용되는 건축용 구조부재에 있어서,In the hollow rectangular pillar-shaped main reinforcing plate of metal material, and a structural structural member used as a pillar or beam of the building is mounted on the outer surface of the main reinforcing plate of a certain thickness, 상기 주보강판(10)은 일면이 길이방향으로 개방되고, 상기 외장목재(20)는 내측으로부터 접합핀(30)으로 접합되어 기본판재(15)를 형성하고,The main reinforcing plate 10 is one surface is opened in the longitudinal direction, the exterior timber 20 is bonded to the bonding pin 30 from the inside to form a base plate 15, 상기 기본판재(15)가 상기 주보강판(10)의 개방면을 중심으로 서로 대칭되도록 형성하고, 금속판상으로 상기 대칭된 주보강판(10) 내측에서 일정한 간격을 유지하도록 삽입되는 간격판(12)과, 상기 간격판(12)의 반대편에서 상기 외장목재(20)와 주보강판(10) 사이에 양단부가 억지끼움되는 부보강판(14)과, The base plate 15 is formed to be symmetrical with each other around the open surface of the main reinforcing plate 10, the spacer plate 12 is inserted into the metal plate to maintain a constant interval inside the symmetrical main reinforcing plate 10. And, on the opposite side of the spacer plate 12, the secondary reinforcing plate 14 between the outer end between the exterior timber 20 and the main reinforcing plate 10, and, 상기 간격판(12)의 외측에 내측으로부터 접합핀(30)으로 접합되는 측판목재(22)를 포함하여 구성되는 것을 특징으로 하는 건축용 구조부재.The structural member for building, characterized in that it comprises a side plate wood 22 which is joined to the bonding pins 30 from the inside to the outside of the spacer plate (12). 제 2항에 있어서,The method of claim 2, 상기 주보강판(10)과 외장목재(20)가 접착되는 길이방향의 일측 모서리에 일정 깊이로 결합홈(21)이 길이방향으로 더 형성되며, 형성된 결합홈(21)에 상기 측판목재(22)가 삽입되어 결합되며,A coupling groove 21 is further formed in a longitudinal direction at a predetermined depth at one side edge of the longitudinal direction in which the main reinforcing plate 10 and the exterior timber 20 are bonded, and the side plate wood 22 is formed in the coupling groove 21 formed therein. Is inserted and combined, 상기 부보강판(14)의 외측에는 부보강판(14)이 외부로 노출되지 않도록 마감목재(24)가 더 접착되어 구성되는 것을 특징으로 하는 건축용 구조부재.Building structural member, characterized in that the finishing wood 24 is further bonded to the outside of the secondary reinforcing plate 14 so that the secondary reinforcing plate 14 is not exposed to the outside. 금속재의 중공된 사각기둥형상의 주보강판과, 상기 주보강판의 외측면에 일정 두께의 외장목재가 장착되어 건축물의 기둥 또는 보로 사용되는 건축용 구조부재에 있어서,In the hollow rectangular pillar-shaped main reinforcing plate of metal material, and a structural structural member used as a pillar or beam of the building is mounted on the outer surface of the main reinforcing plate of a certain thickness, 상기 주보강판은 일면이 길이방향으로 개방되고, 개방면이 작아지도록 양측면에서 연장되어 형성되는 C형 주보강판(16)이고, 상기 외장목재(20)는 내측으로부터 접합핀(30)으로 접합되어 기본판재(15)를 구성하고,The main reinforcing plate is a C-shaped main reinforcing plate 16 is formed extending from both sides so that one side is opened in the longitudinal direction, the opening surface is smaller, the exterior timber 20 is bonded to the bonding pins 30 from the inside to the base Constitute a plate (15), 상기 기본판재(15)의 개방면을 패쇄하는 보강목재(26)와,Reinforcing wood 26 to block the open surface of the base plate 15, 상기 C형 주보강판(16)의 일측면이 제거된 C형 부보강판(17)에 접합핀(30)으로 접합되어 상기 보강목재(26)의 외측에 상기 기본판재(15)와 대응되도록 접합되고,One side of the C-type main reinforcing plate 16 is bonded to the C-type sub-reinforcement plate 17 by a bonding pin 30 to be joined to the outer side of the reinforcement timber 26 to correspond to the base plate material 15 , 상기 C형 부보강판(17)의 개구된 측면에는 상기 C형 부보강판(17)과 외장목재(20) 사이에 억지끼움으로 결합되는 찬넬(18)과, 상기 찬넬(18)이 외부로 노출되지 않도록 결합되는 마감목재(24)를 더 포함하고,On the opened side of the C-type sub-reinforcement plate 17, the channel 18 coupled to the interference between the C-type sub-reinforcement plate 17 and the exterior timber 20, and the channel 18 is not exposed to the outside. Further comprising a finish wood (24) that is coupled so as not to, 상기 C형 주보강판(16) 및 C형 부보강판(17)과 접착되는 외장목재(20) 및 보강목재(26)의 길이방향의 일측 모서리에는 각각 일정 깊이의 결합홈(21)이 더 형성되어 상기 측판목재(22)와 결합되어 구성되는 것을 특징으로 하는 건축용 구조부재.On one side edges of the longitudinal direction of the exterior timber 20 and the reinforcement timber 26 bonded to the C-type main reinforcement plate 16 and the C-type sub-reinforcement plate 17 is further formed a coupling groove 21 of a predetermined depth Building structural member, characterized in that coupled to the side plate (22) is configured.
KR1020050065488A 2005-07-19 2005-07-19 Structural structural members Expired - Fee Related KR100579702B1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100898066B1 (en) 2007-07-23 2009-05-15 경민산업주식회사 Hybrid structural material for steel structure and manufacturing method
KR101611453B1 (en) * 2015-06-19 2016-04-11 (주)토방건축사사무소 Finishing system of construction beam
EP3865631A4 (en) * 2019-09-04 2022-01-26 Qingdao University Of Technology ASSEMBLED FLOOR SLAB TYPE STEEL/WOOD COMBINATION JOINT AND ASSEMBLY METHOD THEREOF
EP3865632A4 (en) * 2019-09-04 2022-02-23 Qingdao University Of Technology CENTRAL COLUMN COMPOSITE JOINTS FOR FOLDING FLOOR SLAB AND ASSOCIATED ASSEMBLY METHOD

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100898066B1 (en) 2007-07-23 2009-05-15 경민산업주식회사 Hybrid structural material for steel structure and manufacturing method
KR101611453B1 (en) * 2015-06-19 2016-04-11 (주)토방건축사사무소 Finishing system of construction beam
EP3865631A4 (en) * 2019-09-04 2022-01-26 Qingdao University Of Technology ASSEMBLED FLOOR SLAB TYPE STEEL/WOOD COMBINATION JOINT AND ASSEMBLY METHOD THEREOF
EP3865632A4 (en) * 2019-09-04 2022-02-23 Qingdao University Of Technology CENTRAL COLUMN COMPOSITE JOINTS FOR FOLDING FLOOR SLAB AND ASSOCIATED ASSEMBLY METHOD

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