KR200234977Y1 - Truss Construct - Google Patents
Truss Construct Download PDFInfo
- Publication number
- KR200234977Y1 KR200234977Y1 KR2020010009461U KR20010009461U KR200234977Y1 KR 200234977 Y1 KR200234977 Y1 KR 200234977Y1 KR 2020010009461 U KR2020010009461 U KR 2020010009461U KR 20010009461 U KR20010009461 U KR 20010009461U KR 200234977 Y1 KR200234977 Y1 KR 200234977Y1
- Authority
- KR
- South Korea
- Prior art keywords
- truss
- coupling
- support
- support frame
- coupling member
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/40—Arched girders or portal frames of metal
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
- E01F9/65—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection with rotatable, swingable or adjustable signs or signals
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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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1272—Exhibition stands
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- 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1912—Connecting nodes specially adapted therefor with central cubical connecting element
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- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
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- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
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- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/196—Screw connections with axis parallel to the main axis of the strut
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- 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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- 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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
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- 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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
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- 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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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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
- E04C3/04—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
- E04C2003/0413—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 being built up from several parts
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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
- E04C3/04—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
- E04C2003/0421—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 comprising one single unitary part
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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
- E04C3/04—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
- E04C2003/0426—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 material distribution in cross section
- E04C2003/043—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 material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
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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
- E04C3/04—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
- E04C2003/0426—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 material distribution in cross section
- E04C2003/0434—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 material distribution in cross section the open cross-section free of enclosed cavities
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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
- E04C3/04—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
- E04C2003/0447—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 circular- or oval-shaped
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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
- E04C3/04—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
- E04C2003/0478—X-shaped
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
본 고안은 트러스 구조물에 관한 것으로서, 트러스 구조물(2)은 대략 구형상의 결합부재(10)상에 지지트러스(30)와, 연결트러스(50)를 결합하고, 이 연결트러스(50)상에 조인트부재(90)를 매개로 조명트러스(70)와, 기존의 트러스(4)를 결합할 수 있도록 한 것을 특징으로 하여, 트러스 구조물(2)을 안정적으로 구축할 수 있음과 아울러 간편하게 구축할 수 있고, 조형미를 향상시킬 수 있도록 한 것이다.The present invention relates to a truss structure, the truss structure 2 is coupled to the support truss 30 and the connection truss 50 on the approximately spherical coupling member 10, the joint on the connection truss 50 It is characterized in that the lighting truss 70 and the existing truss 4 can be coupled through the member 90, and the truss structure 2 can be stably constructed and can be easily constructed. In other words, the formative beauty can be improved.
Description
본 고안은 트러스 구조물에 관한 것으로서, 보다 상세하게는 트러스 구조물의 구축시 다양한 트러스를 간편하면서도 안정적으로 구비할 수 있음과 아울러 구조물의 조형미를 향상시킬 수 있도록 한 트러스 구조물에 관한 것이다.The present invention relates to a truss structure, and more particularly to a truss structure that can be equipped with a variety of trusses simply and stably when constructing a truss structure and to improve the molding beauty of the structure.
일반적으로, 트러스 구조물은 다수의 트러스를 이용하여 공연장, 전시장, 광고탑 및 조형물 등과 같은 분해 조립식의 구조물을 구축한 것이다.In general, the truss structure is a disassembled prefabricated structure such as a performance hall, exhibition hall, advertising tower and sculpture using a plurality of trusses.
이러한 트러스 구조물은 봉체형의 트러스바가 단일 봉체이면서 그 일단부에 형성된 볼트부로서 결합부재상에 고정된 하나의 너트부에 나사 체결되는 구조로서, 긴 길이의 트러스바를 결합부재상에 고정시키기가 번거로워 불편하다는 문제점이 있었다.This truss structure is a structure in which a rod-shaped truss bar is a single rod and bolts formed at one end thereof and is screwed to one nut fixed to the coupling member, and it is cumbersome to fix the long length truss bar on the coupling member. There was a problem of inconvenience.
또한, 상기한 결합부재상의 너트부가 용접 등의 고정수단을 통해서 고정된 것으로서, 결합부재상에 별도의 너트부를 구비하기 위한 별도의 작업공정이 수반되어 작업성이 저하되고, 특히 트러스 구조물의 하중에 의해서 너트부의 용접부에 균열이 발생되어 구조물이 붕괴될 수 있으므로 용접작업시에 많은 주의가 요구되는 불편함이 있었다.In addition, as the nut portion on the coupling member is fixed through a fixing means such as welding, a separate work process for providing a separate nut portion on the coupling member is accompanied by a deterioration of workability, in particular to the load of the truss structure Due to the cracks generated in the welded portion of the nut may collapse the structure there was an inconvenience that requires much attention during welding.
또한, 상기와 같은 트러스 구조물은 단위부재로 이루어진 봉체형의 트러스바가 체결되어 구비된 것으로서, 봉체가 아닌 판상 즉, 칸막이부재 등의 구조물은 설치할 수 없는 문제점이 있었다.In addition, the truss structure as described above is provided with a rod-shaped truss bar that is formed of unit members, and there is a problem in that a plate-like structure, that is, a partition member and the like, which is not a rod body cannot be installed.
이에, 본 고안은 전술한 바와 같은 문제점을 해소하기 위해 안출된 것으로, 트러스 구조물의 구축시 다양한 트러스를 간편하게 결합할 수 있어 작업성이 향상됨과 아울러 안정적으로 구축할 수 있으며, 다양한 트러스의 구축으로 인해 구조물의 조형미를 향상시킬 수 있는 트러스 구조물을 제공하는데 그 목적이 있다.Accordingly, the present invention has been devised to solve the problems described above, and can be easily combined with various trusses when constructing a truss structure, which improves workability and can be stably constructed. It is an object of the present invention to provide a truss structure that can improve the molding beauty of the structure.
도 1은 본 고안에 따른 트러스 구조물의 결합부재를 도시한 사시도1 is a perspective view showing a coupling member of the truss structure according to the present invention
도 2는 본 고안에 따른 트러스 구조물의 지지트러스를 도시한 사시도2 is a perspective view showing a support truss of the truss structure according to the present invention
도 3은 도 2의 다른 실시예에 따른 지지트러스를 도시한 사시도3 is a perspective view showing a support truss according to another embodiment of FIG.
도 4는 본 고안에 따른 트러스 구조물의 연결트러스를 도시한 사시도4 is a perspective view showing a connection truss of the truss structure according to the present invention
도 5는 본 고안에 따른 트러스 구조물의 조명트러스를 도시한 사시도5 is a perspective view showing the lighting truss of the truss structure according to the present invention
도 6은 본 고안에 따른 트러스 구조물의 결합상태를 도시한 도면으로서, 도 6a는 결합부재에 지지트러스가 결합된 상태를 도시한 도면이고, 도 6b는 연결트러스가 결합된 상태를 도시한 도면이며, 도 6c는 조명트러스 및 기존의 트러스가 결합된 상태를 도시한 도면6 is a view showing a coupling state of the truss structure according to the present invention, Figure 6a is a view showing a state in which the support truss is coupled to the coupling member, Figure 6b is a view showing a state in which the connection truss is coupled. Figure 6c is a view showing a state in which the lighting truss and the existing truss is coupled
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
2: 구조물 10: 결합부재2: structure 10: coupling member
12: 지지프레임 14: 돌출부12: support frame 14: protrusion
16: 결속구 18: 가고정부16: Binding 18: Kago Government
20: 안착부 22: 보스부20: seating part 22: boss part
24: 삽입공 26: 보강프레임24: insertion hole 26: reinforcement frame
30: 지지트러스 32: 결합부30: support truss 32: coupling portion
34: 나사공 36: 지지판34: screw hole 36: support plate
38: 측방결합부 40: 협지부38: side coupling portion 40: sandwich portion
50: 연결트러스 52: 베이스판50: connecting truss 52: base plate
54: 나사공 56: 요부54: screwer 56: main part
58: 결합부 60: 걸림턱58: coupling portion 60: locking jaw
62: 측판 70: 조명트러스62: side plate 70: lighting truss
72: 조명설치부 74: 상판72: lighting installation 74: top plate
76: 하판 78: 결합부76: lower plate 78: coupling portion
80: 걸림턱 90: 조인트부재80: locking jaw 90: joint member
92: 조정볼트 94: 걸림홈92: adjusting bolt 94: locking groove
100: 고정볼트100: fixing bolt
상술한 목적을 달성하기 위한 본 고안은 트러스 구조물은 대략 구형상의 결합부재상에 지지트러스와, 연결트러스를 결합하고, 이 연결트러스상에 조인트부재를 매개로 조명트러스와, 기존의 트러스를 결합할 수 있도록 한 것을 특징으로 하여, 트러스 구조물을 안정적으로 구축할 수 있음과 아울러 간편하게 구축할 수 있고, 조형미를 향상시킬 수 있도록 한 것이다.The present invention for achieving the above object is a truss structure is coupled to the support truss and the connection truss on the approximately spherical coupling member, the lighting truss and the existing truss through the joint member on the connection truss. It is characterized in that it is possible to build a truss structure stably, as well as easy to build, it is to improve the molding beauty.
이하 본 고안의 바람직한 실시예를 첨부도면을 참조하여 상세히 설명하면 다음과 같다.Hereinafter, described in detail with reference to the accompanying drawings a preferred embodiment of the present invention.
첨부도면 도 1 내지 도 6은 본 고안에 따른 트러스 구조물을 도시한 것으로서, 상기한 트러스 구조물(2)은 크게 결합부재(10)와, 이 결합부재(10)에 결합되는 다수의 트러스(30,50,70) 즉, 지지트러스(30), 연결트러스(50), 조명트러스(70)로 이루어져 구비된다.1 to 6 show a truss structure according to the present invention, the truss structure (2) is largely a coupling member 10, a plurality of trusses (30) coupled to the coupling member 10, 50, 70, that is, the support truss 30, the connection truss 50, the illumination truss 70 is provided.
상기한 결합부재(10)는 첨부도면 도 1에 도시된 바와 같이, 그 중앙부가 관통되어 판상으로 이루어진 다수의 지지프레임(12)이 구비되는 바, 이 지지프레임(12)은 서로 직교하도록 형성되어 어느 면에서 보더라도 '+'자 형상을 이루도록 형성된다.As shown in FIG. 1, the coupling member 10 includes a plurality of support frames 12 formed in a plate shape through a central portion thereof, and the support frames 12 are formed to be perpendicular to each other. Either way, it is formed to form a '+' shape.
또한, 상기한 지지프레임(12)이 교차되는 부위에는 원통형상으로 이루어져 그 내측으로 삽입공(24)을 갖는 중공의 보스부(22)가 일체로 형성되며, 이 보스부(22)에 고정볼트(100)를 통해서 지지프레임(12)상에 다수의 트러스(30,50) 즉, 지지트러스(30), 연결트러스(50)가 안착된 상태로 고정되어 구비된다.In addition, a hollow boss portion 22 having an insertion hole 24 is formed integrally with a cylindrical shape at a portion where the support frame 12 intersects, and a fixing bolt is formed on the boss portion 22. A plurality of trusses 30 and 50, that is, the support truss 30 and the connection truss 50, are fixed to the support frame 12 through the support 100.
한편, 상기한 지지프레임(12)의 각 모서리부는 완만한 원호를 그리며 외향 돌출된 돌출부(14)로 형성되고, 이 돌출부(14)상에는 다수의 결합부재(10)를 와이어(110) 등과 같은 결착수단으로서 연결할 수 있도록 된 결속구(16)가 관통.형성된다.On the other hand, each of the corners of the support frame 12 is formed of a protrusion 14 protruding outwardly, drawing a gentle arc, on this protrusion 14 a plurality of coupling members 10, such as wire 110 or the like A fastener 16 is formed which can be connected as a means.
또한, 상기한 돌출부(14)의 양측단으로는 단차진 가고정부(18)가 형성되는 바, 이 가고정부(18)는 지지프레임(12)상에 전술한 바와 같은 트러스(30,50)의 결합시, 트러스(30,50)를 가고정시켜 트러스(30,50)의 유동 및 이탈을 방지토록 한 것이다.In addition, the stepped recessed part 18 is formed at both ends of the protrusion 14, and the temporary part 18 is formed on the support frame 12 of the trusses 30 and 50 as described above. At the time of coupling, the trusses 30 and 50 are temporarily fixed to prevent the flow and departure of the trusses 30 and 50.
상기와 같이 이루어진 지지프레임(12)상에는 이 지지프레임(12)의 강도를 보강하여 결합부재(10)의 전반적인 강성을 향상시키도록 한 링형상의 보강프레임(26)이 구비된다.On the support frame 12 made as described above is provided with a ring-shaped reinforcement frame 26 to enhance the overall rigidity of the coupling member 10 by reinforcing the strength of the support frame 12.
상기한 보강프레임(26)은 지지프레임(12)상에 구비되되, 지지프레임(12)의 일측에는 상기한 보강프레임(26)이 지지프레임(12)과 동일한 면을 이루도록 보강프레임(26)의 두께에 대응한 높이로 단차져 함몰된 안착부(20)가 형성되어 보강프레임(26)의 유동을 방지하게 되며, 상기한 지지프레임(12)의 안착부(20)상에 삽입되어 가고정된 보강프레임(26)은 용접 등의 고정수단을 통해서 지지프레임(12)상에고정된다.The reinforcement frame 26 is provided on the support frame 12, one side of the support frame 12 of the reinforcement frame 26 so that the reinforcement frame 26 forms the same surface as the support frame 12 The mounting part 20 recessed to a height corresponding to the thickness is formed to prevent the flow of the reinforcing frame 26 and is inserted into the mounting part 20 of the support frame 12 to be temporarily fixed. The reinforcement frame 26 is fixed on the support frame 12 through fixing means such as welding.
한편, 상기와 같이 이루어진 결합부재(10)의 지지프레임(12)상에는 첨부도면 도 2 및 도 3에 도시된 바와 같은 지지트러스(30)가 구비되어 고정된다.On the other hand, on the support frame 12 of the coupling member 10 made as described above is provided with a support truss 30 as shown in Figures 2 and 3 is fixed.
상기한 지지트러스(30)는 원통의 봉형상으로 형성되어, 양끝단부에 결합부재(10)의 보스부(22)에 대응한 나사공(34)을 갖는 결합부(32)가 형성된다.The support truss 30 is formed in a cylindrical rod shape, and an engaging portion 32 having a screw hole 34 corresponding to the boss portion 22 of the engaging member 10 is formed at both ends.
또한, 상기한 결합부(32)의 외주면에는 다수의 지지판(36)이 돌출.형성되는 바, 이 지지판(36)은 90도 간격으로 이격되게 구비되어 '+'자 형상을 이루게 된다.In addition, a plurality of support plates 36 protrude from the outer circumferential surface of the coupling part 32. The support plates 36 are provided to be spaced at intervals of 90 degrees to form a '+' shape.
한편, 상기한 지지판(36)은 지지트러스(30)의 강도 보강을 목적으로 테이퍼지게 형성하여도 무방하되, 상기한 테이퍼는 강도 보강은 물론 지지트러스(30)의 전체적인 미관을 수려하게 함과 아울러 안정감을 줄 수 있도록 후술되는 측방결합부(38)측으로부터 결합부(32)측으로 그 직경이 점차적으로 확장되도록 형성함이 바람직하다.On the other hand, the support plate 36 may be formed to taper for the purpose of reinforcing the strength of the support truss 30, the taper makes the overall aesthetics of the support truss 30 as well as the strength reinforcement In order to give a sense of stability, it is preferable to form so that the diameter gradually expands from the side coupling portion 38 side to be described later to the coupling portion 32 side.
상기와 같이 형성된 지지판(36)의 단부에는 측방결합부(38)가 형성되되, 이 측방결합부(38)의 외주면 일측에는 측방결합부(38)의 길이방향으로 절개된 협지부(40)가 형성된다.Side end coupling portion 38 is formed at the end of the support plate 36 formed as described above, the gripping portion 40 cut in the longitudinal direction of the side coupling portion 38 on one side of the outer peripheral surface of the side coupling portion 38 Is formed.
상기한 협지부(40)의 단부에는 전술한 결합부재(10)의 가고정부(18)가 삽입되어 걸림되므로써 가고정된 상태를 유지할 수 있게 되고, 이 협지부(40)를 통해서 지지트러스(30)간에 칸막이 등을 설치할 수 있게 된다.At the end of the gripping portion 40, the temporarily fixed portion 18 of the coupling member 10 is inserted into the end portion of the gripping portion 40 so as to be held in a fixed state, and through the gripping portion 40, the supporting truss 30 is supported. It becomes possible to install a partition or the like.
물론, 칸막이의 양측단부에는 협지부(40)의 형상에 대응한 삽입돌기가 형성됨이 바람직하다.Of course, it is preferable that insertion projections corresponding to the shape of the clamping portion 40 are formed at both end portions of the partition.
또한, 상기한 결합부재(10)의 지지프레임(12)상에는 첨부도면 도 4와 같은 연결트러스(50)가 구비되어 고정된다.In addition, on the support frame 12 of the coupling member 10 is provided with a connection truss 50 as shown in Figure 4 is fixed.
상기한 연결트러스(50)에는 그 중앙부에 결합부재(10)의 보스부(22)에 대응한 나사공(54)을 갖는 베이스판(52)이 형성되고, 이 베이스판(52)의 외주연부 일측에는 지지프레임(12)의 가고정부(18)에 삽입되어 걸림되도록 단차진 다수의 요부(56)가 요설된다.In the connecting truss 50, a base plate 52 having a threaded hole 54 corresponding to the boss portion 22 of the coupling member 10 is formed in the center portion thereof, and the outer periphery of the base plate 52 is formed. On one side, a plurality of recesses 56 are stepped to be inserted into the temporary part 18 of the support frame 12 and to be caught.
또한, 상기한 베이스판(52)의 모서리부 일면에는 중공관으로 이루어진 결합부(58)가 돌출.형성되고, 이 결합부(58)의 내주면에는 내주연을 따라 돌출된 걸림턱(60)이 형성된다.In addition, the coupling portion 58 made of a hollow tube protrudes from one side of the corner portion of the base plate 52. The locking jaw 60 protruding along the inner circumference is formed on the inner circumferential surface of the coupling portion 58. Is formed.
한편, 상기한 결합부(58)에는 본 출원인이 특허출원한 10-2001-14936호와 10-2001-14938호에 기재된 조인트부재(90)가 삽입되어 구비되는 바, 상기한 조인트부재(90)는 두개의 캡부재가 서로 밀착된 상태로 구비되며, 그 양측단부에는 걸림턱(60)에 대응한 걸림홈(94)이 형성되고, 일측의 캡부재 중앙부에는 조정볼트(92)가 체결되며, 이 조정볼트(92)의 단부는 반대편 캡부재의 내면에 접한 상태로 구비된다.On the other hand, the joint 58 is inserted into the joint 58, the joint member 90 described in the 10-2001-14936 and 10-2001-14938 Patent Applicant has been inserted, the joint member 90 The two cap members are provided in close contact with each other, the both ends of the engaging groove 94 corresponding to the locking jaw 60 is formed, the adjusting bolt 92 is fastened to the central cap member of one side, The end of the adjusting bolt 92 is provided in contact with the inner surface of the opposite cap member.
또한, 상기한 결합부(58)의 외주면 일측에는 결합부(58)간을 연결하여 연결트러스(50)의 강성을 보강토록 한 측판(62)이 형성된다.In addition, a side plate 62 is formed on one side of the outer circumferential surface of the coupling portion 58 to connect the coupling portions 58 to reinforce the rigidity of the connecting truss 50.
한편, 상기와 같이 결합부재(10)의 지지프레임(12)상에 구비된 연결트러스(50)에는 첨부도면 도 5와 같은 조명트러스(70)가 구비된다.On the other hand, the connection truss 50 provided on the support frame 12 of the coupling member 10 as described above is provided with an illumination truss 70 as shown in FIG.
상기한 조명트러스(70)는 조명수단이 내장되어 설치되는 투명한 재질로 이루어진 중공의 조명설치부(72)가 구비되되, 이 조명설치부(72)는 바람직하게는 아크릴재질로 이루어진다.The lighting truss 70 is provided with a hollow lighting installation unit 72 made of a transparent material in which the lighting means is installed, the lighting installation unit 72 is preferably made of an acrylic material.
또한, 상기한 조명설치부(72)의 상,하부에는 각각 상판(74)과 하판(76)이 형성되고, 이 상판(74)과 하판(76)의 모서리부에는 상판(74)과 하판(76)을 연결토록 된 중공의 결합부(78)가 형성되며, 이 결합부(78)의 내주면에는 단차진 걸림턱(80)이 형성되어 있어 전술한 조인트부재(90)의 일단부가 삽입되어 연결트러스(50)상에 조명트러스(70)를 결합.고정시키게 된다.In addition, the upper plate 74 and the lower plate 76 are formed on the upper and lower portions of the lighting installation unit 72, respectively, and the upper plate 74 and the lower plate (on the corners of the upper plate 74 and the lower plate 76). Hollow coupling portion 78 is formed to connect 76, the stepped locking jaw 80 is formed on the inner circumferential surface of the coupling portion 78, the one end of the above-described joint member 90 is inserted and connected The lighting truss 70 is coupled to and fixed on the truss 50.
여기서, 미설명부호 '4'는 기존의 트러스를 도시한 것이다.Here, reference numeral '4' shows an existing truss.
상기와 같이 이루어진 본 고안에 따른 트러스 구조물의 구축시는 결합부재(10)에 다수의 트러스(30,50,70)를 결합하게 되는 바, 이를 지지트러스(30), 연결트러스(50), 조명트러스(70)의 결합순으로 순차적으로 설명한다.When the construction of the truss structure according to the present invention made as described above is to couple a plurality of trusses 30, 50, 70 to the coupling member 10, the support truss 30, the connection truss 50, lighting The order of coupling of the truss 70 will be described sequentially.
먼저, 상기한 결합부재(10)에 지지트러스(30)의 결합시는 첨부도면 도 6a에 도시된 바와 같이, 지지트러스(30)의 측방결합부(38)에 형성된 협지부(40)상에 결합부재(10)의 지지프레임(12)에 형성된 가고정부(18)를 삽입시켜 걸림되게 함으로써 상기한 결합부재(10)는 지지트러스(30)상에서 가고정된 상태가 된다.First, when the support truss 30 is coupled to the coupling member 10, as shown in FIG. 6A, on the clamping portion 40 formed at the side coupling portion 38 of the support truss 30. The coupling member 10 is temporarily fixed on the support truss 30 by inserting the temporarily fixed part 18 formed on the support frame 12 of the coupling member 10 to be locked.
이때, 상기한 결합부재(10)의 돌출부(14)는 지지트러스(30)의 협지부(40) 외측으로 돌출된 상태가 되어 이 돌출부(14)의 결속구(16)를 통해서 와이어(110)로서 다수의 결합부재(10)를 연결할 수 있게 된다.At this time, the protrusion 14 of the coupling member 10 is protruded to the outside of the clamping portion 40 of the support truss 30 to the wire 110 through the binding hole 16 of the protrusion 14. As it is possible to connect a plurality of coupling members 10.
한편, 상기한 지지트러스(30)상에 가고정된 결합부재(10)의 보스부(22)는 지지트러스(30)의 결합부(32)에 대향되게 위치된 상태로서, 이 보스부(22)의 삽입공(24)을 통해서 고정볼트(100)를 삽입시킴과 아울러 이 고정볼트(100)를 지지트러스(30)의 결합부(32)에 천공된 나사공(34)에 나사 체결하여 결합.고정시킨다.On the other hand, the boss portion 22 of the coupling member 10 temporarily fixed on the support truss 30 is located in the state opposite to the coupling portion 32 of the support truss 30, the boss portion 22 The fixing bolt 100 is inserted through the insertion hole 24 of the crankshaft, and the fixing bolt 100 is screwed into the screw hole 34 drilled into the coupling part 32 of the support truss 30. Fix it.
따라서, 상기한 결합부재(10)와 지지트러스(30)는 고정볼트(100)에 의해서 결합.고정됨과 아울러 결합부재(10)의 가고정부(18)와, 지지트러스(30)의 협지부(40)에 의해서 이의 위치가 상호 고정된 상태가 되어 유동이 방지되게 된다.Accordingly, the coupling member 10 and the support truss 30 are coupled and fixed by the fixing bolt 100 and the interlocking portion 18 of the coupling member 10 and the clamping portion of the support truss 30 are fixed. 40) the position thereof is fixed to each other to prevent flow.
또한, 상기한 결합부재(10)에 연결트러스(50)의 결합시는 첨부도면 도 6b에 도시된 바와 같이, 연결트러스(50)의 베이스판(52) 외주연부에 요설된 요부(56)를 결합부재(10)의 단차진 가고정부(18)상에 삽입시켜 가고정시킨다.In addition, when the coupling truss 50 is coupled to the coupling member 10, as shown in FIG. 6B, the recess 56 is formed at the outer circumferential edge of the base plate 52 of the coupling truss 50. The stepped part of the coupling member 10 is temporarily inserted into the temporarily fixed part 18.
그러면, 상기한 결합부재(10)의 돌출부(14)는 전술한 바와 같이 연결트러스(50) 외측으로 돌출된 상태가 되어 다수의 결합부재(10)를 상호 연결할 수 있게 되며, 연결트러스(50)의 베이스판(52)에 천공된 나사공(54)은 결합부재(10)의 보스부(22)에 대향되게 구비된 상태가 되므로써 상기한 보스부(22)의 삽입공(24)을 통해서 고정볼트(100)를 삽입시킴과 아울러 이 고정볼트(100)를 연결트러스(50)의 나사공(54)에 나사 체결하여 고정시키게 된다.Then, the protrusion 14 of the coupling member 10 is protruded to the outside of the connection truss 50 as described above to be able to interconnect a plurality of coupling members 10, the connection truss 50 The screw hole 54 drilled in the base plate 52 of the base member 52 is fixed to the insertion hole 24 of the boss portion 22 by being provided to face the boss portion 22 of the coupling member 10. In addition to inserting the bolt 100, the fixing bolt 100 is fixed by screwing the screw hole 54 of the connecting truss 50.
따라서, 상기한 연결트러스(50)는 전술한 지지트러스(30)와 마찬가지로 결합부재(10)상에 고정볼트(100)에 의해서 결합.고정됨과 아울러 결합부재(10)의 가고정부(18)와, 연결트러스(50)의 요부(56)에 의해서 이의 위치가 상호 고정된 상태가 되어 유동이 방지되게 된다.Therefore, the connection truss 50 is coupled and fixed by the fixing bolt 100 on the coupling member 10 similarly to the support truss 30 described above, and the temporary fixing part 18 of the coupling member 10 By the recess 56 of the connecting truss 50, the position thereof is fixed to each other to prevent flow.
또한, 상기와 같이 결합부재(10)에 구비된 연결트러스(50)상에 조명트러스(70)의 결합시는 첨부도면 도 6c에 도시된 바와 같이, 연결트러스(50)의 결합부(58)상에 그 일단부를 삽입하여 구비된 조인트부재(90)의 타단부에 조명트러스(70)의 결합부(78)를 삽입시켜 구비한다.In addition, when the lighting truss 70 is coupled on the connection truss 50 provided in the coupling member 10 as shown in FIG. 6C, the coupling portion 58 of the connection truss 50 is provided. The coupling portion 78 of the lighting truss 70 is inserted into the other end of the joint member 90 provided by inserting one end thereof on the upper portion.
이후, 상기한 조인트부재(90)의 조정볼트(92)를 조여 주면, 이 조정볼트(92)가 일측의 캡부재에는 체결되면서 그 단부가 반대편의 캡부재를 밀어 내어 양측의 캡부재가 서로 벌어지면서 조인트부재(90)가 양 결합부(58,78)상에 압입되고, 조인트부재(90)의 외주면에 형성된 걸림홈(94)이 각각 연결트러스(50)의 결합부(58)와, 조명트러스(70)의 결합부(78)에 형성된 걸림턱(60,80)에 삽입.걸림되어 고정되므로써 조명트러스(70)를 연결트러스(50)상에 결합.고정시키게 된다.Then, when tightening the adjustment bolt 92 of the joint member 90, the adjustment bolt 92 is fastened to the cap member of one side, while the end of the cap member pushed the opposite side of the cap member to open each other The joint member 90 is press-fitted on both coupling portions 58 and 78, and the engaging groove 94 formed on the outer circumferential surface of the joint member 90 is coupled to the coupling portion 58 of the connecting truss 50 and the illumination, respectively. The lighting truss 70 is coupled to and fixed on the connection truss 50 by being inserted and locked by the locking projections 60 and 80 formed in the coupling portion 78 of the truss 70.
한편, 상기와 같이 연결트러스(50)상에 결합.고정된 조명트러스(70)의 아크릴재질로 이루어진 조명설치부(72)내에 조명기구를 내장시켜 설치하면 된다.On the other hand, the lighting fixture is built in the lighting installation unit 72 made of acrylic material of the lighting truss 70 is fixed and coupled on the connecting truss 50 as described above.
따라서, 상기한 트러스 구조물(2)은 종래와 같이 봉체로 이루어진 단위 개체의 트러스바가 아닌 하나의 구조물을 이루는 지지트러스(30)와 연결트러스(50) 및 조명트러스(70)로 형성되고, 그에 따른 결합부재(10)와의 결합이 간편하게 이루어짐과 아울러 이의 결합력이 증대되고, 또한 결합부재(10)를 비롯한 각각의 트러스(30,50,70)가 강성이 보강된 형태로서 안정적인 트러스 구조물(2)을 구축할 수 있게 되며, 다양한 트러스(30,50,70)의 구축으로 인해 구조물(2)의 조형미를 향상시킬 수 있게 된다.Therefore, the truss structure 2 is formed of a support truss 30, a connecting truss 50, and an illumination truss 70 constituting a single structure instead of a truss bar of a unit object made of a rod as in the related art, and accordingly Coupling with the coupling member 10 is made simple and the coupling force thereof is increased, and each truss 30, 50, and 70 including the coupling member 10 are rigidly reinforced to form a stable truss structure 2. It is possible to build, it is possible to improve the molding beauty of the structure (2) due to the construction of the various trusses (30, 50, 70).
또한, 본 고안에 따른 트러스 구조물(2)은 첨부도면 도 6c에 도시된 바와 같이, 기존의 트러스(4)를 조인트부재(90)를 매개로 연결트러스(50)상에 결합하여 구비할 수도 있다.In addition, the truss structure 2 according to the present invention may be provided by coupling the existing truss 4 on the connection truss 50 via the joint member 90, as shown in Figure 6c of the accompanying drawings. .
이상에서 살펴 본 바와 같이, 본 고안의 트러스 구조물은 이의 구축시 결합부재상에 다양한 트러스를 간편하게 결합할 수 있어 작업성이 향상됨과 아울러 이의 결합력이 증대되고, 강성이 보강된 트러스로서 안정적인 구조물의 구축을 달성할 수 있으며, 다양한 트러스의 구축으로 인해 구조물의 조형미를 향상시킬 수 있는 것이다.As described above, the truss structure of the present invention can easily combine a variety of trusses on the coupling member when the construction of the present invention improves workability and its coupling force is increased, the construction of a stable structure as a truss reinforced stiffness It can achieve, and because of the construction of various trusses will be able to improve the beauty of the structure.
Claims (9)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
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KR2020010009461U KR200234977Y1 (en) | 2001-04-04 | 2001-04-04 | Truss Construct |
PCT/KR2001/002022 WO2002081837A1 (en) | 2001-04-04 | 2001-11-22 | Truss structure |
Applications Claiming Priority (1)
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KR2020010009461U KR200234977Y1 (en) | 2001-04-04 | 2001-04-04 | Truss Construct |
Related Child Applications (1)
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KR10-2001-0073123A Division KR100428425B1 (en) | 2001-11-22 | 2001-11-22 | Truss Construct |
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KR200234977Y1 true KR200234977Y1 (en) | 2001-10-10 |
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KR2020010009461U KR200234977Y1 (en) | 2001-04-04 | 2001-04-04 | Truss Construct |
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WO (1) | WO2002081837A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100465038B1 (en) * | 2002-05-08 | 2005-01-06 | 양경호 | Jointer |
US7040064B2 (en) | 2001-09-13 | 2006-05-09 | Skyline Displays, Inc. | Modular multi-configurable display system |
KR20200081658A (en) | 2018-12-28 | 2020-07-08 | (주) 한국레저마케팅 | A connecting member of a prefabricated truss structure having a speaker sound dissipation prevention member coated by nephrite powder on one side |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2008027021A1 (en) * | 2006-08-31 | 2008-03-06 | Maru Mimarlik Insaat Sanayi Ve Ticaret Limited Sirketi | Building framework node |
RU2600805C2 (en) * | 2012-03-06 | 2016-10-27 | Деврим ПАДЖАДЖЫ | Bearing frame with connection assemblies |
CN103669564B (en) * | 2012-09-07 | 2015-09-30 | 沈阳铝镁设计研究院有限公司 | With the device that girder steel replaces steel bracket to be connected with reinfored concrete line frame post |
CN107489202A (en) * | 2017-08-22 | 2017-12-19 | 开平市宏强机械设备有限公司 | A kind of truss connector |
US20190186135A1 (en) * | 2017-12-18 | 2019-06-20 | Tiffin Scenic Studios, Inc. | Connector system for trusses |
CN111088850B (en) * | 2019-12-31 | 2022-03-29 | 江苏沪宁钢机股份有限公司 | Horseshoe-shaped node and manufacturing method thereof |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS49823Y1 (en) * | 1969-03-29 | 1974-01-10 | ||
DE3504807A1 (en) * | 1985-02-13 | 1986-08-14 | SCHÜCO Heinz Schürmann GmbH & Co, 4800 Bielefeld | SPACIOUS |
JPH0735670B2 (en) * | 1988-05-31 | 1995-04-19 | 日立金属株式会社 | Joint structure of columns and beams |
JPH0633514A (en) * | 1992-07-17 | 1994-02-08 | Nitsuseki House Kogyo Kk | Method for constituting steel structure |
-
2001
- 2001-04-04 KR KR2020010009461U patent/KR200234977Y1/en not_active IP Right Cessation
- 2001-11-22 WO PCT/KR2001/002022 patent/WO2002081837A1/en not_active Application Discontinuation
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7040064B2 (en) | 2001-09-13 | 2006-05-09 | Skyline Displays, Inc. | Modular multi-configurable display system |
US7143553B2 (en) | 2001-09-13 | 2006-12-05 | Skyline Displays, Inc. | Modular multi-configurable display |
KR100465038B1 (en) * | 2002-05-08 | 2005-01-06 | 양경호 | Jointer |
KR20200081658A (en) | 2018-12-28 | 2020-07-08 | (주) 한국레저마케팅 | A connecting member of a prefabricated truss structure having a speaker sound dissipation prevention member coated by nephrite powder on one side |
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