WO2014035066A1 - Structure d'assemblage d'acier du type à emboîtement et bâtiment basé sur celle-ci - Google Patents

Structure d'assemblage d'acier du type à emboîtement et bâtiment basé sur celle-ci Download PDF

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Publication number
WO2014035066A1
WO2014035066A1 PCT/KR2013/006867 KR2013006867W WO2014035066A1 WO 2014035066 A1 WO2014035066 A1 WO 2014035066A1 KR 2013006867 W KR2013006867 W KR 2013006867W WO 2014035066 A1 WO2014035066 A1 WO 2014035066A1
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WIPO (PCT)
Prior art keywords
processed
steel
corner
hole
assembly structure
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Application number
PCT/KR2013/006867
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English (en)
Korean (ko)
Inventor
임정택
Original Assignee
Lim Jeong Taek
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Filing date
Publication date
Application filed by Lim Jeong Taek filed Critical Lim Jeong Taek
Publication of WO2014035066A1 publication Critical patent/WO2014035066A1/fr

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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • 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
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • 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
    • E04B2001/2451—Connections between closed section profiles
    • 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
    • E04B2001/2457—Beam to beam connections
    • 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
    • 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
    • E04B2001/249—Structures with a sloping roof

Definitions

  • the present invention relates to a steel-type steel structure assembly structure of the steel frame and a building using the same, and more specifically, a new way of assembling by assembling each other between the steel member members processed the nib, jaw, groove or hole by fitting or joint It relates to a steel frame assembly structure and the building to be preferably applied to it.
  • the building according to the traditional Korean building method follows the structure made of natural wood.
  • traditional buildings are built while lumbering, timbering and assembling natural wood.
  • traditional buildings deal with natural wood depending on manpower, it takes a considerable amount of construction products and a long construction period.
  • expensive construction costs are expensive because of using expensive natural wood.
  • the traditional building has a structural disadvantage that the warpage deformation is large because the natural wood is contracted and expanded by the wet and dry.
  • Patent No. 10-0934458 In order to improve the above disadvantages, the present inventors have been patented by patent No. 10-0934458 by developing a building that embodies the exterior of a traditional building while completing the frame with steel frame.
  • Patent No. 10-0934458 As shown in FIG. 1, the structure is constructed by constructing a basic skeleton with steel frames and adding a finish wood.
  • Patent No. 10-0934458 performs the joining of steel members to each other by welding or bolting like a normal steel frame, and this joining method is not only troublesome, but also has a problem that requires a lot of construction products such as difficulty in accurately positioning the joints. have.
  • the present invention has been developed to improve the problem of deterioration of construction ability according to the conventional steel joining method, and a new type of assembly structure for assembling by assembling or joining each other between the steel member processing the nib, jaw, groove or hole It relates to a building to be applied by completing this preferably.
  • the present invention in the assembly structure by the steel member, the nib, jaw, groove or hole is processed in the steel member to be matched or jointed by the nib, jaw, groove or hole between the steel members
  • the nib, jaw, groove or hole is processed in the steel member to be matched or jointed by the nib, jaw, groove or hole between the steel members
  • the present invention is a structure applied to the steel structure steel structure assembly
  • the lower frame is composed of a steel structure assembly structure between the column member and the purlin member and the beam member, and the ball-type steel structure assembly between the anti-air member, the bell beam member, the middle purlin member
  • the upper frame is a structure to be installed on the lower frame, and provides a building by the structure of the steel-type steel frame assembly, characterized in that the shell of the lower frame and the upper frame surrounded by a wood finishing material.
  • the assembly work can be performed quickly and accurately.
  • the jaw, nib, hole, etc. can be precisely processed at the factory to make parts, it is possible to improve the construction quality of the joints between steel members with simple custom assembly work in the field, as well as reduce the construction products.
  • the structure is constructed by fixing the wooden finishing material on the frame part after the construction of the frame part, it is possible to secure the construction of the traditional building and the appearance of the traditional building at the same time.
  • FIG. 1 is a schematic diagram of a steel framed building according to Patent No. 10-0934458.
  • Figure 7 is a detail of the corner of the column pillar and the beam in the steel structure assembly structure according to the present invention.
  • the steel-type steel structure assembly structure of the present invention is a steel-type steel structure assembly structure is assembled by fitting or jointed by a nib, jaw, groove or hole in the steel frame member mutually by the nib, jaw, groove or hole, Center pillar by the corner tube is processed to the top; And a cross beam provided at the bottom thereof with a hollow tube processed therein and being fitted to the top of the center pillar. It is configured to include, characterized in that the center pillar and the cross is provided with a single tube or a pair of square tube.
  • the present invention relates to an assembly structure by a steel member, by processing the tip (T), jaw (C), grooves (G) or holes (CH, TH) in the steel member to the steel member (T), jaw It is characterized by assembling by joining or joining by (C), groove G or holes CH and TH.
  • the old method used in the conventional wooden structures such as wooden structures are introduced to the steel frame joining.
  • steel (T), jaw (C), grooves (G), holes (CH, TH) and the like are processed in the steel frame, which can be easily formed through laser processing.
  • the joints may be additionally supplemented by welding or bolting.
  • Bolt hole (BH) is to supplement the steel frame members with a bolted joint or to bolt the finishing plate, such as wood finishing material to the steel member.
  • Figures 2 to 7 are various examples for the details of the joints of the columns and beams in the fastening steel frame assembly structure according to the present invention
  • Figure 8 is a traditional building completed by applying the fastening steel frame assembly structure of Figures 2 to 7 It is an example.
  • Figure 2 is a first embodiment of the connection details of the center column and the beam in the steel-type steel frame assembly structure according to the present invention.
  • the center pillar 120 provided with one square tube is installed, and the horizontal beam 240 provided with the square tube is installed, and the support cabinet 280 is installed by one square tube. That is, the center pillar 120, horizontal beams 240, the support base 280 is provided with a single tube.
  • the filling hole (FH) is formed in the center pillar (120), the cross beam (240), and the supporting cupboard (280) provided by a single tube, and the foam foam insulation is filled through the filling hole (FH) to add insulation.
  • the first embodiment is applied to the joining of the pillar member, the beam member and the purlin member in the center of the building or the outer part of the building as part "B" in the building of FIG.
  • Center pillar 120 is composed of a single tube, the groove (G) and the tip (T) is processed at the top.
  • the support pillar 280 is inserted into the groove G of the center pillar 120 through the center pillar 120, while the horizontal beam 240 having the hollow holes TH formed on the bottom thereof is the center pillar 120. It is matched with the tip T of the parenthesis.
  • the cross beam 240 may be tangled with the hook 250 is a jaw gripping, which is the jaw (C) and the tip (C) on the upper end of the horizontal portion 240 is further processed to the side hole hole (TH) T) can be realized in such a way that the processed gongbo 250 is matched with the jaw.
  • FIG. 3 is a second embodiment for the details of the connection of the center column 120 and the beam in the steel-type steel frame assembly structure according to the present invention.
  • Center pillar 120 is composed of a single tube, the tip (T) is processed on the top.
  • the cross beam 240 provided with a square tube processed by the contact hole TH is formed on the bottom surface of the center pillar 120.
  • the cross beam 240 may be tacked while being caught by the cross beam 250.
  • the horizontal beam 240 is provided to be processed further with the nib hole TH on the side while the hook hole CH is processed on the upper surface, and the hook beam 250 is the jaw C and the tip T on the upper end. It is provided with the processed square tube, whereby the hook beam 250 is fitted with the jaw on the side of the cross beam 240 in accordance with the upper surface of the cross hole (CH) of the cross beam 240, the contact is determined.
  • the details of the center pillar 120 and the beam of Figure 3 is the "C" part of the building of Figure 8 Applied to the joint. That is, the center pillar 120 is applied as a baluster member, the horizontal beam 240 is applied as a middle purlin member, and the cross beam 250 is applied as a bell beam member. Furthermore, since the tongue member may be further installed under the middle member, for this purpose, the center pillar 120 is provided so that the grooves G and the teeth T are processed at the upper middle thereof, and the support holes TH are processed at the bottom thereof. While fitting the chief 280 in the groove (G) of the center column 120 to determine the contact. The support cabinet 280 supports the bottom of the horizontal beam 240.
  • Figure 4 is a third embodiment of the connection details of the center column 120 and the beam in the steel-type steel frame assembly structure according to the present invention.
  • the third embodiment is the same as the second embodiment as a whole, except that the center column 120 provided with a pair of square tubes is spaced apart and the horizontal beam 240 is separated and installed in accordance with the center column 120 spaced apart. There is only a difference in the degree to which the cross beam 250 provided by the respective pipes is installed over the horizontal beam 240 separately installed.
  • FIG. 5 is a fourth embodiment for the details of the connection of the center column 120 and the beam in the steel-type steel frame assembly structure according to the present invention.
  • the center pillar 120 is composed of two pairs of square tubes processed grooves (G) and the tip (T) at the top.
  • the cross beam 240 provided with a square tube processed with a dent hole TH on the bottom surface of the center pillar 120 is fitted into the groove G of the center pillar 120 to be fitted with the fitting.
  • the cross beam 240 may be connected and assembled in the longitudinal direction while using the connection plate JP on the center pillar 120.
  • connection angle tube 130 is provided so that the tip (T) is processed at the end, while connecting the corners of the center pillar 120 while being aligning with the corner tube of the center pillar 120 is processed to the hole (TH) on the side do.
  • the receiving angle tube 140 is provided so that the tip T is processed at the lower end, and the fitting angle tube 130 is fitted on the upper surface of the connecting angle tube 130.
  • the receiving angle tube 140 is provided to process the groove G and the tip T at the upper end, whereby the receiving groove 280 in which the contact hole TH is processed at the bottom thereof is the groove G of the supporting angle tube 140. While being fitted into the contact is to be supported by supporting the bottom of the horizontal beam 240.
  • the details of the center pillar 120 and the beam of FIG. 5 is applied to the joining of the anti-air member and the bell hammer member as the "D" part in the building of FIG. do. That is, the center column 120 is applied to the anti-hole member, the horizontal beam 240 is applied to the bellows member, the support base 280 is applied to the tongue member.
  • Figure 6 is a fifth embodiment of the connection details of the center column and the beam in the steel-type steel frame assembly structure according to the present invention. If the steel structure assembly structure according to the present invention is applied to a traditional wooden building, the details of the center column 120 and beams 240, 250 of Figure 6 in the building of Figure 8 "B" in the building or building Applied to the joining of the pillar member and beam member and purlin member in the middle of the outer part.
  • Center pillar 120 is composed of a pair of channels in which the tip (T) is processed on the top of both flanges, a pair of inner and outer channels are installed to face each other.
  • the horizontal beam 240 is assembled on the top of the center pillar 120, the horizontal beam 240 is composed of a pair of tubular tube (TH) is processed on the bottom of each tube is a pair of each of the center pillar 120 It is made to fit into the channel.
  • the center pillar 120 and the cross beam 240 are each divided into a pair of channels and a pair of square tubes spaced apart from each other, thereby completing a split structure.
  • a heat reflection insulating material or the like may be provided between the pair of channels and the pair of square tubes to add insulation.
  • Tunghole TH is further processed on the side surface of the crossbeam 240, whereby the crossbeam 250 processed by the jaw C and the tip T on the upper end of the crossbeam 240 is chinched over the square tube of the crossbeam 240. It is made to be contacted.
  • the cross beam 250 is preferably assembled with the center column 120.
  • the tip hole TH is processed in the upper surface of the channel web of the center column 120, and the bottom of the end of the cross beam 250 is processed.
  • the cross beam 250 is assembled with the channel web of the center pillar 120.
  • the horizontal beams 240 are installed across the center column 120, and the cross beams 250 are installed on one corner of the horizontal beams 240, and the cross beams 250 are horizontal beams according to a plan. It may also be installed over the other tube of 240.
  • spacers S are fitted in contact with each other to maintain a gap between the pair of square tubes in the crossbeam 240.
  • the center pillar 120 and beam details of FIG. 6 is applied to a traditional wooden building as shown in FIG. 8, the center pillar 120 is applied as a pillar member, and the cross beam 240 is applied as a purlin member. 250 is applied to the beam member.
  • the tongue member is installed under the purlin member.
  • the decorative plate 260 is further installed under the horizontal beam 240 that becomes the purlin member.
  • the center column 120 is provided to be spaced apart from each other by processing the jaw (C) and the tip (T) at the upper side end of the pair of channel flanges.
  • the holding plate 260 consisting of a pair of plates in which the inner surface of the contact hole TH is processed is chin-like at the upper side end of both flanges of the pair of channels of the center pillar 120, and the contact plate is joined to the bottom of the cross beam 240. It is installed to support the base. Furthermore, the door 270 may be installed in contact with the storage plate 260 serving as the tongue member as shown in FIG. 6.
  • Figure 7 shows the detail of the corner of the column pillar 110 and the beam in the steel structure assembly structure according to the present invention. If the steel-clad steel assembly structure according to the present invention is applied to the traditional wooden building, the details of the corner of the column pillar 110 and beams 210 and 220 of Figure 7 is the "A" part of the building of Figure 8 It is applied to the joining of the pillar member and the purlin member.
  • Corner pillar 110 is composed of the inner corner 111 and the outer corner 112, the tip (T) is processed on both sides of the top is spaced apart from each other.
  • the first and second direction beams 210 and 220 are assembled in both directions of the top of the corner pillar 110, and the first and second direction beams 210 and 220 are internally processed with the contact hole TH at the bottom thereof.
  • a pair of outer corner pipes 211, 212, 221, and 222 is provided so that the pair of inner and outer corner pipes are in contact with the inner corner 111 and the outer corner 112 of the corner pillar 110, respectively.
  • the two-way beams 210 and 220 are installed to face each other with the inner corner tubes 211 and 221 and the outer corner tubes 212 and 222.
  • the inner and outer corner tubes 211, 212, 221, and 222 of the first and second direction beams may be installed in close contact with each other and may be spaced apart as shown in FIG. 7. ) Is preferable. It is suitable to provide the spacer S in a plate type so as to be fitted in contact with the contact hole TH processed in the inner and outer corner tubes 211, 212, 221, and 222.
  • the end of the inner corner tube 211 of the first direction beam is processed to the jaw C at the joining of the inner corner tubes 211 and 221 between the first and second direction beams 210 and 220. It can be seen that the inner corner of the tube 221 and chin.
  • the first and second direction beams 210 and 220 are assembled at right angles to the corner pillars 110.
  • the corner pillars 110 and the first and second direction beams 210 and 220 are spaced apart from each other, respectively, and the inner corner 111 and the outer corner angle 112, and the inner and outer corner tubes 211, 212, 221, respectively. 222) is completed in a divided structure, in which case the corner pillars 110 and the first and second direction beams (210, 220) after assembling the assembly between the inner corner 111 and the outer corner 112, and A heat reflection insulating material or the like may be provided between the outer corner tubes 211, 212, 221, and 222 to add insulation.
  • the wall is also configured in a divided structure to add continuous thermal insulation while continuously installing the heat insulator from the column to the wall.
  • the first and second paddings are secured.
  • the angles 231 and 232 are padded and bolted together. If the steel-clad steel structure assembly structure according to the present invention can be applied to the first and second dome angles (231, 232) in advance, the first and second dome angles (231, 232) It may be configured to easily install a purlin.
  • the first appendage angle 231 is provided as an angle member of the letter 'A' cross-section and bolted to the upper and outer surfaces of the outer corner tube 212 of the first direction beam at the same time, and the second appendage angle 232 is formed of the 'A' cross section. It is provided as an angle member and the bolts are assembled to the upper surface and the outer surface of the outer corner tube 222 of the second direction beam at the same time, the first and the second angles 231 and 232 are the outer side of the first and second direction beams, respectively It is installed so as to be mitered in the upper surface of the square tube (212, 221) can secure a right angle between the outer corner tube (212, 222) of the first and second direction beams.
  • the first and second appendage angles 231 and 232 are prepared from materials separated from each other. However, the first and second appendage angles 231 and 232 may be applied as materials integrally manufactured.
  • FIG. 8 is a building completed by applying a fastening type steel frame assembly structure as shown in FIGS. 2 to 7. 2, 6 and 7 in the details of the corner pillar 110 and the center pillar 120 is applied to the pillar member, the first and second direction beams 210, 220 and cross beam 240 is applied to the purlin member And, the straddling 250 is applied to the beam member, the decorative plate 260 is applied to the tongue member while completing the lower frame (LF).
  • the center pillar 120 in the details of the FIG. 3 to FIG. 5 is applied as a baluster member or an anti-hole member, and the horizontal beam 240 and the cross beam 250 are applied as a bell beam member, a middle purlin member or a bell hammer member, and a support cabinet.
  • the lower frame LF and the upper frame UF form a contact T or a contact hole TH, respectively.
  • the steel-clad steel assembly structure of the present invention relates to a joint for forming a traditional structure as a steel frame, which is applicable to a steel frame building, and thus has industrial applicability.

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

Abstract

La présente invention concerne une structure d'assemblage d'acier du type à emboîtement pour une charpente d'acier, ainsi qu'un bâtiment basé sur celle-ci. Ladite structure d'assemblage d'acier du type joint est caractérisée en ce que des pointes, des mâchoires, des rainures ou des orifices sont formés sur des éléments de charpente d'acier et en ce qu'une structure est formée par assemblage par ajustement ou jonction mutuelle des pointes, mâchoires, rainures ou orifices des éléments de charpente d'acier. Un bâtiment basé sur ladite structure d'assemblage d'acier du type à emboîtement est caractérisé en ce qu'il comprend une charpente inférieure formée par lesdites structures d'assemblage d'acier du type à emboîtement d'un élément formant colonne, d'un élément formant traverse et d'un élément formant poutre, et une charpente supérieure formée par lesdites structures d'assemblage d'acier du type à emboîtement d'un élément formant montant, d'un élément formant entrait supérieur et d'un élément formant panne, ladite charpente supérieure étant posée de manière à former une structure au-dessus de la charpente inférieure. L'invention concerne en outre un bâtiment basé sur ladite structure d'assemblage d'acier du type à emboîtement, un matériau de finition en bois entourant la couverture extérieure des charpentes inférieure et supérieure.
PCT/KR2013/006867 2012-08-29 2013-07-31 Structure d'assemblage d'acier du type à emboîtement et bâtiment basé sur celle-ci WO2014035066A1 (fr)

Applications Claiming Priority (2)

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KR10-2012-0095078 2012-08-29
KR1020120095078A KR101220446B1 (ko) 2012-08-29 2012-08-29 결구식 철골 조립구조 및 이에 의한 한식건축물

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