CN1302188C - Tubular structure and modular building assembly using the same - Google Patents

Tubular structure and modular building assembly using the same Download PDF

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Publication number
CN1302188C
CN1302188C CNB028082613A CN02808261A CN1302188C CN 1302188 C CN1302188 C CN 1302188C CN B028082613 A CNB028082613 A CN B028082613A CN 02808261 A CN02808261 A CN 02808261A CN 1302188 C CN1302188 C CN 1302188C
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CN
China
Prior art keywords
font
flange
pillar
pipeline
bolt
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Expired - Fee Related
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CNB028082613A
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Chinese (zh)
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CN1503869A (en
Inventor
李戴俊
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Individual
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Individual
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Priority claimed from KR2020010003816U external-priority patent/KR200267465Y1/en
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Publication of CN1503869A publication Critical patent/CN1503869A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2418Details of bolting
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2445Load-supporting elements with reinforcement at the connection point other than the connector
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2472Elongated load-supporting part formed from a number of parallel profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • E04C2003/0417Joists; 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 demountable
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/043Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0439Joists; 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 cross-section comprising open parts and hollow parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0465Joists; 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 square- or rectangular-shaped

Abstract

This invention relates to an elongated hollow non-deformable structure that can be used as beams and pillars of modular building structures. The structure includes first and second elongated C-shaped channels (20) with inwardly bent lips (25) and means for holding the two channels (20) together so that the lips (25) kiss each other. The first and second C-shaped channels (20) may be formed without lips (25). L-shaped (42) and T-shaped (40) and H-shaped flanges of appropriate design are provided with holes in the flanges at predetermined locations to correspond to the holes in the end portions of the beams and pillars. There are plug-able holes (21) provided in the end portions of the beams and pillars so that workers can easily access inside the hollow space to use nuts (72), washers, and bolts (70) to couple the elongated hollow structures together. Instead of the C-shaped chanel (20) structure two identical L-shaped channels (20b) may be used.

Description

Tubular structure thing and modular building assembly thereof
Technical field
The present invention is tubular structure thing (claim the pillar structure again, or beam construction thing) and a plurality of building group that comprises the hollow tubular structure, and wherein many structures are used as beam and address by the employing of selectivity; Further, relate to the building group that the tubular structure thing of relative arrangement that has the regulation shape and first, second pipeline that combines and pillar and beam construction thing make up on concrete pedestal.
Background technology
Pillar of its formation skeleton of the building of current institute's pillar that adopts and trabeation thing is tending towards lightweight.The result has increased the space usage degree of building, and with its good thermal insulation and moisture-proof characteristic, provides comfort living.But the connection of existing pillar and trabeation thing construction is complicated.That is to say that each coupling part need lack the weld job that makes up operation.And the insulation of connecting portion also is difficult for.Difficulty is higher on dewdrop and the maintenance fire resistance as a result.
For example, the wide flange of dwelling house " a " of iron in the past skeleton formation uses with the pillar structure as shown in figure 16.For wide flange " a " is connected with beam " b ", need weld job " c ", flange and the trabeation thing with welding transports the job site to then.The volume of this situation structure own is big, and transportation is difficult, and impaired easily in the way.And single traffic requirements carries out welding operation at the construction field (site), strengthens difficulty of construction, increases buying expenses.
The wide flange that presently used pillar and trabeation thing are connected with the external structure thing is to link to each other continuously with the internal structure thing.Therefore in order to prevent the dewfall pearl, the part that is connected with the external structure thing must be wrapped up with thermal insulation material.This part is studied for a second time courses one has flunked the structure price that constitutes the iron framework with increasing, and also can increase the operating expenses of building simultaneously.And make the structure outward appearance seem coarse, can not manifest the fluency of iron and steel building.
Detailed description of the invention
In order to address the above problem, first purpose of the present invention is at an above pipeline that does not have combination established part under the situation of weld job, the tubular structure thing applicable to post or beam is provided, thereby solves the problem of the composite construction thing in traditional building.
Another object of the present invention provides the tubular structure thing, wherein each end of C font section configuration curves inwardly and the pipeline (to call curved lip shape C pipeline in the following text) of the antelabium that forms, the selected tubular structure thing that is applicable to of L word pipeline (to call L font pipeline in the following text) of C font pipeline of C font section (to call C font pipeline in the following text) or L font section configuration.
Another object of the present invention is except pillar or trabeation thing are provided, to provide the joint construction thing of energy joint pin and post, post and beam, Liang Yuliang.
Another object of the present invention is except the joint construction thing is provided, to provide the joint construction thing necessary brace.
Another object of the present invention provide constitute by a pair of pipeline, have a building component that improves heat-insulating property.
In order to reach above-mentioned order, the tubular structure thing that is provided comprises: first than long C font pipeline, has the antelabium along its length direction; The second long C font pipeline has and first antelabium along its length direction than long C font pipeline same design; And be used for device that two pipelines are fixed together, make the antelabium of identical the 2nd C font pipeline of antelabium of a C font pipeline, wherein, the antelabium of the first and second C font pipelines is aduncate respectively, and the surface of the antelabium that contacts with each other is smooth and formation air-locked sealing along its length, forms the longer pipe columnar structure thing of hollow whereby.
Preferably, for making the tubular structure thing indeformable, first and second C font pipeline is made by rigid material.
Preferably, first and second C font pipeline is made by iron and steel.
Preferably, the device that the first and second C font pipelines are fixed together comprises: the bolt connecting device with bolt head, threaded stem and nut; Positioner when bolt is placed and nut is screwed on, maintains predetermined distance with the space length between two C font pipeline interior surface opposing, two C font pipelines is connected and tension.
But also building component is provided, comprising: the tubular structure thing of hollow, wherein many structures are used as beam and column by selectivity; Be used for the device on the brace foundation that bottom end with selected pillar is anchored on building; And the device that is used to connect the end of the second pillar top and first pillar; And the device that makes the connection of beam and column for the framework of building the component building thing.
Preferably, what anchoring device comprised predetermined design is equipped with the flange in many holes in pre-determined bit, have many holes of aiming in the hole with on the flange in precalculated position on the tubular structure thing of the hollow of using as pillar, and many nuts, packing ring and bolt, be used for a end that bolt connects pillar and flange and be connected other flange and basic.
Preferably, building component comprises anchoring device, for pillar comprises L font flange, have " _ " part and have the stem of hole for the screw thread that receives bolt, this head embeds in the solid basis of building, " | " partly has hole, nut, bolt and the washer arrangement that the two sides of passing through the pillar bottom end is aimed in the hole, is connected " _ " flange partly with basic with end and " | " flange and the bolt partly that connects pillar, and pillar is anchored on the building foundation.
Preferably, linkage has the flange of H-font type, the size of this flange is fit to the inner space of pillar, an and top end that is installed in first pillar of linkage, another is installed in the bottom end of second pillar, and the end of the flange of H font and first and second pillars has the many holes in the precalculated position, nut, bolt and washer arrangement, thus the flange of first and second pillars and H font connected by these hole bolts.
Preferably, and the H font flange of laying provides the space of the continuous sky between two pillars, by these spaces, general pipeline such as water pipe, communication line or energy supply line can pass the first and second hollow tubular pillars, and the top end part of the flange of H font and first pillar and the bottom end part of second pillar have many holes at preposition.
Preferably, linkage comprises the flange of T font, this flange is designed to be suitable the hollow space of the beam of putting into pillar structure formation, wherein the end portion of T font flange and beam has many holes, nut, bolt and the pad device in the precalculated position, by for many holes that horizontal beam and column is installed fixedly T font flange and H font flange and beam.
Preferably, the antelabium towards end on the beam is removed to hold the T font flange of the beam that is inserted into hollow.
Preferably, this assembly comprises a pair of T font flange, each flange has many holes in precalculated position, this makes " _ " partial parallel and flange contact surface, inside, nut, pad and the bolt device of the end portion of C font pipeline to the size of T font flange and position, thus the element (as shown in figure 10) of the end of bolt tie-beam and the H font that is connected two pillars.
Preferably, beam and column that is provided has the insertable hole near the hole of the tube end that uses as pillar and beam, helps to feed the inner hollow space of pillar and beam; Help the bolt attended operation of erection bolt, nut and pad; Pillar closely is connected with pillar and beam and column with building foundation, pillar, helps the assembling of building.
Preferably, seal is inserted between the end portion of T font flange and two pillars, so that the hollow space of the inside of two pillars and exterior insulation.
The present invention also provides indeformable long hollow structure thing, uses as beam or pillar, comprises a pair of C font pipeline, and makes work in coordination the device of the structure of length with the rule that is connected, forms hollow of C font pipeline.
The present invention also provides assembly, comprises the long structure of many hollows, and wherein structure is the pillar and the beam of building module assembly structure; The device that comprises flange, nut, bolt, pad and many hole, the many holes that provided are as on the flange of the end portion of the tubular structure thing of beam or pillar; Help to use spanner be connected with pliers pillar and beam and through flange to the basis with the framework of construction of buildings, on the pillar and the insertable hole on the beam;
Preferably, assembly comprises device, device to by bolt, nut and pad device and fixator by the link together reinforcement by connection of pipeline of two C fonts of bolt; Support two relative C font pipelines when nut is rotated to screw nut, fixator keeps the space between the relative wall in inside.
Preferably, in order to strengthen bonding strength, the antelabium of the C font pipeline that is connected is carried out spot welding.
The present invention also provides the indeformable long hollow structure thing as pillar or beam, comprises that a pair of identical in fact L font pipeline and paired L font pipeline are connected, and forms the device of hollow rectangular configuration thing.
The present invention also provides assembly, comprises the long structure of many hollow, and wherein structure is used as the pillar of modular building component structure and beam and adopts; Device comprises flange, nut, bolt and pad, and on the flange and the many holes that provide on the end portion as the tubular structure thing of beam and column; In on the beam and the insertable hole that provides on the pillar, help to use spanner to be connected pillar and beam with pliers, and connect pillar and the extremely basic framework of beam with the construction building by flange.
Preferably, assembly comprises device, device to by bolt, nut and pad device by the link together reinforcement by connection of pipeline of two L fonts of bolt; And fixator, when being rotated to screw nut, nut supports two opposing L font pipelines, fixator keeps the space between the relative wall in inside.
For the antelabium of strengthening the adjacent L font pipeline of bonding strength uses spot welding.
The present invention also provides the joint construction thing with tube connector columnar structure thing, the tubular structure thing is to be assembled by first and second pipelines of the mutual butt joint with same cross-sectional, and the linkage unit that is used to connect first and second pipelines is provided, the joint construction thing comprises: the necessity of reinforcing the connection of vertically extending first and second pipelines connects the wide flange of power; Provide pillar structure and pillar structure, pillar structure and beam construction thing and beam construction thing brace with the connecting hole that is connected of beam construction thing; And linkage unit, connect the pillar structure, wide flange, beam construction thing and brace.
Preferably, brace forms T font or L font.
Preferably, first and second pipeline that is provided has the work through hole, helps the joint at the wide flange in precalculated position, and in this precalculated position, the work through hole is closed by plug.For make operation near the hole with in the wide flange kissing operation of assigned position of lid near the hole.
Preferably, the joint construction thing further comprises stiffener, has connecting hole on the stiffener, when engaging brace, recovers the height partly that is inserted into of wide flange.
Preferably, in the joint construction thing of beam or pillar structure, a pair of C font pipeline has aduncate antelabium, there are not aduncate antelabium C font pipeline or L font pipeline to be connected to form pillar or beam, by using bolt that wide antelabium and pipeline are installed, and hot isolated material is filled between C font pipeline, C font pipeline or L font pipeline with aduncate antelabium and the wide antelabium, there, the inner part of part contact of outside forms to prevent dewdrop.
Preferably, in the joint construction of tubular structure thing, upper and lower water course, cable, communications optical cable etc. provide the diversity of architectural space whereby by the path of the inside of structure.
The simple declaration of drawing
Above-mentioned purpose of the present invention and advantage are with reference to additional drawing, and embodiment will be described in more detail.
Fig. 1 is the pipeline combination tubular structure thing figure according to first embodiment of the invention,
Fig. 2 is the pipeline decomposition tubular structure thing figure according to first embodiment of the invention,
Fig. 3 a is the A-A line profile along Fig. 1, is the pipeline combination tubular structure thing profile according to first embodiment of the invention,
Fig. 3 b is the B-B line profile along Fig. 1, is the pipeline combination tubular structure thing profile according to first embodiment of the invention,
Fig. 4 is another example piping drawing that the tubular structure thing according to first embodiment of the invention is adopted,
Fig. 5 a is the pipeline combination tubular structure thing figure according to second embodiment of the invention,
Fig. 5 b is the pipeline combination tubular structure thing figure according to second embodiment of the invention,
Fig. 5 c is another example piping drawing that the tubular structure thing according to second embodiment of the invention is adopted,
Fig. 6 a is the pipeline combination tubular structure thing figure according to third embodiment of the invention,
Fig. 6 b is the pipeline decomposition tubular structure thing figure according to third embodiment of the invention,
Fig. 7 is the tubular structure thing example that thing constructed according to the invention is connected,
Fig. 8 is the expansion figure of Fig. 7 " first " part, the figure that to be this be connected to a fixed according to invention pillar structure and concrete pedestal,
Fig. 9 a, 9b, 9c is the C-C line profile along Fig. 7, Fig. 9 a is the joint construction that the pipeline of first example is connected with the pillar structure according to invention, Fig. 9 b is the joint construction that the pipeline of second example is connected with the pillar structure according to invention, Fig. 9 c is the joint construction that the pipeline of the 3rd example is connected with the pillar structure according to invention
Figure 10 is the expansion figure of Fig. 7 " second " part, the figure that to be this be connected to a fixed according to invention pillar and pillar, pillar and beam,
Figure 11 is the joint construction that pillar according to the present invention is connected with pillar,
Figure 12 a is the beam construction thing joint construction of the pipeline of first example according to the present invention at beam construction pillar structure,
Figure 12 b is the beam construction thing joint construction of the pipeline of second example according to the present invention at beam construction pillar structure,
Figure 12 b is the beam construction thing joint construction of the pipeline of the 3rd example according to the present invention at beam construction pillar structure,
Figure 13 a is the connection of the T font section that pillar and beam construction thing are connected according to the present invention,
Figure 13 b is the connection of the L font section that pillar and beam construction thing are connected according to the present invention,
Figure 14 is the joint construction figure that is connected according to invention Liang Heliang,
Water, communications optical cable, cable etc. pass through the section of pillar structure or beam construction thing inside about Figure 15 according to the present invention,
Figure 16 is the connection status figure that the beam of pillar structure and pillar structure is connected.
Embodiment
Embodiment preferred of the present invention is with reference to explanation.
Fig. 1 or 3b, the tubular structure thing of first embodiment of the invention is made of two pipelines, and promptly first and second pipelines, 20, the first and second pipelines 20 all have the C font section of the antelabium that curves inwardly, and first and second pipelines 20 are opposed mutually and be assembled together.In each of first and second pipelines 20, at wide face connecting hole 22 is arranged, aduncate antelabium 25 is formed at opening one example of leptoprosopy, and at the position with connecting hole 22 at the edge of the open side of leptoprosopy, antelabium 25 is left out.Leptoprosopy
Half of operation path hole 21 is positioned at each leptoprosopy of first, second pipeline 20.After the assembling, lid 50 is with each operation path hole 21 kissings or separate.
Connecting hole 23 is perforation of each wide mid portion of tubular structure thing.The stay bolt 71 that is assemblied in connecting hole 23 is tightened with bolt 73, thereby supports the mid portion of first, second pipeline 20.The tubular sleeve 76 of stay bolt 71 is in first, second pipeline 20 inside.
Shown in Fig. 3 a, 3b, the tubular structure thing of first embodiment of the invention is to form predetermined rectangle under first, second pipeline 20 assembled state, therefore is used with pillar structure or beam construction thing.
Fig. 4 is the schematic diagram of another example of the pipeline 20 that adopts of the tubular structure thing of first embodiment of the invention, and in this drawing, connecting hole 22 forms at the pipeline leptoprosopy, and operation path hole 21 is wide formation.
Pipeline 20 composite constructions of Fig. 4 are that the tubular structure thing of first embodiment of the invention shown in Fig. 1 to 3b is opposite, wide and the leptoprosopy and the first embodiment adverse effect of Fig. 4.
Fig. 5 a is the tubular structure thing schematic diagram of the second embodiment of the invention of pipeline combination, and Fig. 5 b is the pipeline schematic diagram that the tubular structure thing of second embodiment of the invention decomposes.
With reference to Fig. 5 a, 5b, the tubular structure thing of second embodiment of the present invention provides the first and second pipeline 20a, and is wherein different with the pipeline 20 of first embodiment, and pipeline 20a has removed antelabium 25 from the part that curves inwardly.
Shown in Fig. 5 a, 5b, in the tubular structure thing of second embodiment of the invention, comprise the relative permutation and combination of first, second pipeline 20a of the conduit section of C font section.In each of first, second pipeline 20a, connecting hole 22 is formed at wide, and leptoprosopy inwardly forms at pipeline.
Same, half of operation path hole 21 forms at first, second pipeline 20a leptoprosopy.Combination bonnet 50 separates with operation path hole kissing or with the hole.
Connecting hole 23 is in the mid portion perforation of wide of tubular structure thing, and the stay bolt 71 that is assemblied in connecting hole 23 is tightened first, second pipeline of support 20a mid portion with nut 73.
Identical with first embodiment of the invention, the tubular sleeve 76 that matches with stay bolt 71 provides in first, second pipeline 20a inboard.First, second pipeline 20a kissing of the pillar structure of second embodiment of the invention and beam construction thing C font section is combined into regulation square section as a result.
Fig. 5 c is another schematic diagram of pipeline that the tubular structure thing of second embodiment of the invention adopts, among this figure, connecting hole 22 and operation path hole 21 the position is set and first embodiment of the invention is different.Be that connecting hole 22 forms at first, second pipeline 20a leptoprosopy, operation path hole 21 is wide formation.
Fig. 6 a is the tubular structure thing schematic diagram of the pipeline combination of the 3rd embodiment according to the present invention, and Fig. 6 b is the pipeline schematic diagram that the structure of the 3rd embodiment according to the present invention decomposes.
With reference to Fig. 6 a, 6b, the employed pipeline 20b of tubular structure thing of the 3rd embodiment according to the present invention that comprises L font section makes up relatively.
The operation path hole 21 of the 3rd embodiment, connecting hole 22,23, lid 50 and reinforcement means are similar to first, second embodiment, describe in detail to omit.
Fig. 7 is according to pillar of the present invention and pillar, beam and beam joint construction example figure, and whole tubular structure thing part schematic diagrames.
Fig. 7 is pillar structure lower end and concrete pedestal 10 vertical fixing " first " part according to the present invention.And " second " part of the pillar structure side of beam construction thing prolongation.Be that the pillar structure is vertically fixed on the concrete pedestal 10, beam construction thing pillar structure according to the present invention begins to extend from suitable part.
Fig. 8 is the expansion schematic diagram of Fig. 7 " first " part, and figure is connected to a fixed according to pillar structure of the present invention and concrete pedestal.
Pillar structure shown in Figure 8 makes up on concrete pedestal 10.Concrete pedestal 10 is rectangles, and long fixing hole 12 becomes at 10 4 dihedrals of concrete pedestal.Anchor bolt 74 screws in fixing hole 12.
When the pillar structure was installed on concrete pedestal 10, support plate 26 was at pipeline 20,20a, or install the 20b lower end.For example support plate 26 is at first, second pipeline 20 lower ends welding, connecting hole 24 and fixing hole 12 relative formation.The applicable pipeline of words support plate that the support plate bottom is consistent with other pipelines and designs in all embodiments of the present invention.
With reference to Fig. 8, first, second pipeline 20 formed pillar structures of C font that comprise the antelabium that curves inwardly are vertically set on the concrete pedestal.
Connecting hole 24 forms on support plate 26, and the bolt 74 of connecting hole is vertically fixed on the pillar structure.
The wide flange 30 of specific length is inserted between the pipeline that forms the pillar structure.Connecting hole 32 also forms on wide flange 30, pipeline 20,20a, or kissing in the 20b connection.
The pillar structure is installed on the concrete pedestal 10 of Fig. 8, and it is possible that the pillar structure is connected with the pillar structure, and Figure 11 describes the joint construction thing in detail.
Fig. 9 a, 9b and 9c are the profiles along the C-C line of Fig. 7, Fig. 9 a has showed the joint construction of pipeline pillar structure according to the present invention that first example is suitable for, Fig. 9 b is the joint construction of the suitable pipeline pillar structure according to the present invention of second example, and Fig. 9 c is the joint construction of the suitable pipeline pillar structure according to the present invention of second example.
The pipeline 20 of first embodiment of the invention includes the C font section of the antelabium that curves inwardly.Shown in Fig. 9 a, wide of pipeline 20, crooked leptoprosopy in wide top and the bottom are oriented respectively.Crooked antelabium 25 inwardly forms from leptoprosopy.
When pipeline 20 was combined into the pillar structure, wide flange 30 was wide inboard, and bolt 70, screw 72 match.Though Fig. 9 a is signal not, operation path hole 21 can form at leptoprosopy, and there is the lid 50 shown in Fig. 2, the 3a in the operation path hole.And adiabatic material 80 is inserted between pipeline and the inner wide flange 30, can prevent the dewfall phenomenon.
The pipeline 20a of second embodiment of the invention includes the C font section of the antelabium that curves inwardly.Shown in Fig. 9 b, wide of pipeline 20a, crooked leptoprosopy in wide top and the bottom are oriented respectively.When pipeline 20a was combined into the pillar structure, wide flange 30 was wide inboard, bolt 70, screw 72 kissings.Though Fig. 9 a is signal not, operation path hole 21 can form at leptoprosopy, and there is the lid 50 shown in Fig. 2, the 3a in the operation path hole.And adiabatic material 80 is inserted between pipeline and the inner wide flange 30, can prevent the dewfall phenomenon.
The pipeline 20b of the present invention's the 3rd embodiment has L font section.Shown in Fig. 9 c, pipeline 20b has 2 orthogonal of same width.The post structure of pipeline 20b combination, 2 pipeline 20b arrange relatively, bolt 70 nuts 72 kissings.Wide flange 30 is inboard between wide, is tightened by bolt 70 nuts 72.Though Fig. 9 a is signal not, operation path hole 21 can form at leptoprosopy, and there is the lid 50 shown in Fig. 2, the 3a in the operation path hole.And adiabatic material 80 is inserted between pipeline and the inner wide flange 30, can prevent the dewfall phenomenon.
Adiabatic material 80 is positioned at pipeline 20, is in order to prevent because of temperature difference dewfall pearl between 20a or 20b and the wide flange 30.
Figure 10 is that Fig. 7 " second " part is expanded schematic diagram, pillar and pillar according to the present invention, pillar and beam joint construction.Figure 11 is the schematic diagram that is connected of pillar and beam according to the present invention.Pillar of the present invention-pillar structure is simple in structure shown in Figure 10 and 11.
Promptly wide as shown in figure 11 flange 30 is arranged on the pipeline 20 between lower end pillar structure and the upper end pillar structure, the formed interior volume of 20a or 20b, and upper end pillar structure and pillar structure top, lower end and bottom are adjacent, are tightened by bolt 70 screws 72.The beam construction thing of Figure 10 is connected with the pillar structure, and beam construction thing and pillar structure kept certain distance during the beam construction thing was fixing, the combination of upper and lower pillar structure.
Figure 12 a be the pipeline beam construction thing of first example according to the present invention and according to the present invention the joint construction expansion schematic diagram of pillar structure and beam construction thing.Figure 12 b be the pipeline beam construction thing of second example according to the present invention and according to the present invention the joint construction expansion schematic diagram of pillar structure and beam construction thing.Figure 12 c be the pipeline beam construction thing of the 3rd example according to the present invention and according to the present invention the joint construction expansion schematic diagram of pillar structure and beam construction thing.Figure 13 a is the schematic diagram of the T font section brace that pillar is connected with the beam construction thing according to the present invention, and Figure 13 b is the schematic diagram of the L font section brace that pillar is connected with the beam construction thing according to the present invention.
The joint construction of tubular structure thing at Figure 10, Figure 12 a and 13b with reference to explanation.
The connecting hole 44 of the joint construction according to the present invention between the vertical pillar structure that prolongs uses shown in Figure 13 a, 13b and forms T font brace 40 or L font brace 42.And be above-mentioned wide flange 30, bolt 70, nut 72, and the joint construction of connecting hole 62 formed thickness adjusting plates 60 and using.
At first, wide flange 30 is arranged between vertical the bottom pillar structure and top pillar structure.2 braces 40 that include T font section keep the beam construction object distance from fixedlying connected with the wide flange 30 of pillar structure.
Then, adjacent a pair of pipeline 20,20a, or the beam construction thing that 20b is combined into joins with wide flange 30 levels vertical, predetermined distance.
Promptly 2 of first example pipelines 20 are adjacent according to the present invention shown in Figure 12 a, by bolt 71 ' and nut 73 tighten, form the beam construction thing.Connecting hole 44 kissings of Zu He the relatively-stationary T font of beam construction thing section brace 40 like this, by bolt 70, nut 72 is tightened.Antelabium 25 parts of the C font section pipeline 20 of aduncate antelabium are deleted for not contacting with brace 40.
Shown in Figure 12 b the pipeline 20a of second embodiment of the invention and shown in Figure 12 c the pipeline 20b of the present invention's the 3rd embodiment, the mode same with first embodiment of the invention is combined into the beam construction thing.Connecting hole 44 kissings of the relatively-stationary T font of the beam construction thing section brace 40 of combination, the joint construction of the pipeline 20a of the present invention second, the 3rd embodiment and the beam construction thing of 20b will be finished.
Figure 14 is the joint construction schematic diagram of beam and beam according to the present invention.
Beam construction thing of the present invention uses the pipeline 20 of the present invention's first to the 3rd embodiment, 20a and 20b, the beam construction thing of formation variform.
2 top and the bottom braces 42 of beam construction thing L font section are fixed on beam construction thing assigned position, and beam construction thing and the beam construction thing kissing that makes up in advance reach the connection between beam construction thing and the beam construction thing.
Figure 15 is the circuit of upper and lower water course, communication, cable passes through pillar structure or beam construction thing inside according to the present invention a profile.Constructed according to the invention as shown in figure 15, circuits such as upper and lower water course, communication, cable are mounted by structure after building is finished.
According to above explanation, the present invention uses the pipeline and the link of prescribed form, and the tubular structure thing of pillar structure or beam construction thing is provided without weld job.And structure need not be operated directly combination at the scene before transporting the scene to.And composite construction is simple, reduces setup fee and duration and the personnel of constructing structure thing are set.Also can prevent the dewfall phenomenon of connecting portion.Combination weight is light, easily transportation.The inner passage that forms of structure can use the laying at circuits such as upper and lower water course, communication, cables.

Claims (21)

1. tubular structure thing comprises:
A C font pipeline that has antelabium along its length;
Has the 2nd C font pipeline with the same antelabium along its length that designs of a described C font pipeline; And
Two pipelines are fixed together, so that the identical fastening devices of the antelabium of the antelabium of a described C font pipeline and the 2nd C font pipeline;
Positioner when described fastening devices is placed, connects two C font pipelines and secured together, and positioner is used to keep the predetermined distance between the opposite inner face of two C font pipelines;
The antelabium of described first and second C font pipeline curves inwardly respectively, and the surface of adjacent antelabium is the plane, forms airtight sealing along its length;
Form the tubular structure thing of hollow whereby.
2. according to the tubular structure thing of claim 1, it is characterized in that described first, second C font pipeline is to be made by hard material, so that the tubular structure thing is non deformable.
3. according to the tubular structure thing of claim 1, it is characterized in that described pipeline made by iron and steel.
4. according to the tubular structure thing of claim 2, it is characterized in that described be used for described first and the device that is fixed together of described the 2nd C font pipeline comprise the bolt connecting device of the bolt with head, threaded bolt stem and nut, and when described bolt is placed and described nut when being screwed, described positioner keeps the space length between the interior surface opposing of two C font pipelines.
5. building assemblies, comprise the described hollow tubular structure of claim 2, one of them above described structure is used as beam and column, the bottom end of described pillar is anchored on the device on the brace foundation of building, and with second column end to the device on described first pillar of being connected of end, and, connect the device of described beam and described pillar in order to build the framework of modular building.
6. according to the building assemblies of claim 5, described anchoring device is included in the flange that the precalculated position has the predetermined design in more than one hole, on the end of the hollow tubular structure that uses as pillar, that aims at the hole on the flange, in the more than one hole in precalculated position, be used for bolt and connect an end of pillar and the other end and basic more than one nut, packing ring and the bolt of flange and flange.
7. according to the assembly of claim 6, the described anchoring device that comprises the pillar that is used to comprise L font flange, has " _ " part that provides for the hole of the stem that holds bolt with screw thread, the head of bolt embeds in the solid basis of building, " | " part has the hole in the hole of aiming at the side bottom the end of pillar, nut, bolt and pad device bolt are connected end portion and " | " part of flange and " _ " part and basis of bolt flange connector of pillar, with grappling pillar and building foundation.
8. according to the assembly of claim 5, linkage comprises the flange of H font, the size of this flange is suitable for being installed in the hollow space of pillar, and the end on this flange is fit to be assemblied in the top end of first pillar, the other end of this flange is fit to be assemblied in the bottom end of second pillar, described H font flange and described first and second pillars have the more than one hole in the precalculated position, and nut, bolt and pad device pass the flange that these hole bolts are connected first, second pillar and H font.
9. assembly according to Claim 8, the described H font flange that is placed provides the space of the continuous sky between two pillars, by these spaces, general pipeline such as water pipe, communication line or energy supply line can pass the first and second hollow tubular pillars, and the top end part of the flange of H font and first pillar and the bottom end part of second pillar have more than one hole at preposition.
10. assembly according to Claim 8, described linkage comprises the flange of T font, this flange is designed to be suitable the hollow space of the beam of putting into pillar structure formation, the end portion of wherein said T font flange and beam has the many holes in the precalculated position, and nut, bolt and pad device are by for more than one hole that horizontal beam and column is installed fixedly T font flange and H font flange and beam.
11. according to the assembly of claim 10, the antelabium of the end of beam is removed the T font flange that is inserted into hollow beam to hold.
12. assembly according to Claim 8, comprise that T font flange is right, each T font flange has the more than one hole in the precalculated position, described T font flange is to being designed to, right " _ " part of T font flange is parallel, and flange joins at the inner surface of the end portion of C font pipeline, and nut, pad and bolt device link together the end of beam with the H font element bolt that is connected two pillars.
13. assembly according to claim 12, described beam and described pillar have insertable hole, be close in the hole of the end of the tube that uses as pillar and beam, be convenient to enter the hollow space of beam and column, be convenient to the bolted operation of erection bolt, unit and pad, so that with pillar in the building foundation, pillar and pillar and beam and pillar be connected and fastening so that simplify building component.
14. according to the assembly of claim 13, adiabatic apparatus is inserted between the end portion of T font flange and two pillars, so that the hollow space of two pillars and external insulation.
15. assembly, it comprises the long structure of more than one hollow, described structure is used as the pillar and the beam of modular architectural assembly structure, described structure comprises a pair of the same C font pipeline, and cooperatively interact and be connected C font pipeline to the structure of long structure with the rectangle that forms hollow, described structure comprises the fixator that keeps the space between the right apparent surface of C font pipeline; Described assembly also comprises flange, nut, bolt, pad and in the end portion of the tubular structure thing that uses as beam and column and the more than one hole on the flange, insertable hole on beam and column, insertable hole spanner easy to use and pliers are with pillar and beam interconnects and by flange pillar and basis are interconnected, so that build the framework of building.
16. assembly according to claim 15, comprise the device that is integrated into two C font pipelines together by the bolt reinforcement by connection, bolt connects use bolt, nut, pad device and fixator, when nut is screwed when supporting two relative C font pipelines with respect to bolt, fixator keeps the space between the inwall of relative C font pipeline.
17. according to the assembly structure of claim 16, in order to strengthen bonding strength, the antelabium abutment of the C font pipeline that spot welding is in contact with one another.
18. assembly, the long structure that comprises more than one hollow, described structure is suitable for beam and column as modular architectural assembly structure, described structure comprises a pair of same L font pipeline, and assembling with is connected L font pipeline to the structure of long structure with the rectangle that forms hollow, described structure comprises the fixator in the space between the right apparent surface of maintenance L font pipeline; Described assembly also comprises flange, nut, bolt, pad and more than one in the end portion of the tubular structure thing that uses as beam and column and the hole on flange, insertable hole on beam and column, insertable hole spanner easy to use and pliers interconnect pillar and beam and are connected to basic to form the framework of building by flange.
19. assembly according to claim 18, comprise the device that is integrated into two C font pipelines together by the bolt reinforcement by connection, bolt connects use bolt, nut, pad device and fixator, when nut is screwed when supporting two relative C font pipelines with respect to bolt, fixator keeps the space between the inwall of relative C font pipeline.
20. according to the assembly of claim 19, in order to strengthen bonding strength, the antelabium abutment of the C font pipeline that spot welding is in contact with one another.
21. in a tubular structure thing: first than long C font pipeline, a described C font pipeline comprises the web part of first center arrangement, first upper flange and first lower flange, the described first upper and lower flange has the external margin away from described web part, and first antelabium with inside and outside edge, the described external margin of described first antelabium longitudinally length connects the described external margin of described first upper flange and is an angle, and the external margin of described second antelabium longitudinally length connects the described external margin of first lower flange and is an angle;
The second long C font pipeline, described the 2nd C font pipeline comprises the web part of second center arrangement, second upper flange and second lower flange, each of the described second upper and lower flange has the external margin away from described web, and the 3rd antelabium with inside and outside edge, the described external margin of described the 3rd antelabium longitudinally length connects the described external margin of described second upper flange and is an angle, the 4th antelabium has inside and outside edge, and the external margin of described the 4th antelabium longitudinally length connects the described external margin of second lower flange and is an angle;
The internal edge of described first and second antelabium is faced mutually, and the internal edge of described third and fourth antelabium is faced mutually;
Be used for device that two C font pipelines are fixed together, each antelabium of a C font pipeline contacts the apparent surface of the antelabium of described the 2nd C font pipeline shown in making, the plane surface of first and second antelabium contacts the apparent surface of third and fourth antelabium, whereby, gas-tight seal forms along its length; And further comprise
Positioner is spaced from each other predetermined distance with two C font side opposite between the inner surface of the described central web part of the described first and second C font pipelines;
Whereby, form the longer pipe columnar structure thing of hollow.
CNB028082613A 2001-02-15 2002-02-14 Tubular structure and modular building assembly using the same Expired - Fee Related CN1302188C (en)

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Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2444496A (en) * 2006-12-08 2008-06-11 Henley Consultants Ltd Constructing a multi-storey building from modular panel components
DE202008001329U1 (en) * 2008-01-22 2008-03-27 Octanorm-Vertriebs-GmbH für Bauelemente Connection head and system for creating superstructures
FI20085219L (en) * 2008-03-11 2009-09-12 Rautaruukki Oyj A method for encasing the joint between parts of a steel lattice structure and the encasing piece used in the method
KR100862670B1 (en) * 2008-03-18 2008-10-10 (주)신한에스엔지 Construction method for parking structure
CA2780178C (en) * 2009-11-06 2018-02-27 Diversakore Llc Building structures and construction methods
CN102884256B (en) * 2010-04-13 2015-04-29 南佛罗里达大学 Modular dwellings
CN101818522A (en) * 2010-05-13 2010-09-01 朱建华 Connecting structure of nested composite section material
FI126950B (en) * 2011-05-30 2017-08-31 Rautaruukki Oyj Frame for a building
CN102912934A (en) * 2012-11-09 2013-02-06 沈阳建筑大学 Steel-pipe column with holes
ITPD20130086A1 (en) * 2013-04-08 2014-10-09 Gibus Spa OUTDOOR CURTAIN AND PROCEDURE FOR ASSEMBLING THAT CURTAIN
ES2523757B1 (en) * 2013-05-30 2015-09-08 Félix Víctor DÍAZ HERMOSO Modular system for the construction of residential spaces and connecting piece for the execution of said system
KR101387702B1 (en) * 2013-11-15 2014-04-22 (주) 툇마루 Structure for connects beam on the coulmn of korena-style house and construction methode for there of
LT6370B (en) * 2015-06-10 2017-03-10 Uab Aldrea Beam component for use in technical construction, construction kit and method of connecting beam components
US10006193B1 (en) * 2017-02-07 2018-06-26 Tai Yu Liu Lightweight steel construction
CN109339242B (en) * 2018-11-12 2020-08-04 石家庄铁道大学 Assembled cold-formed thin-wall section steel combined house structure system and construction method
DE102019203959A1 (en) * 2019-03-22 2020-09-24 Hünnebeck GmbH Structural system for the manufacture of structures
CN113323142A (en) * 2021-04-15 2021-08-31 广东现代建筑设计与顾问有限公司 Steel column structure and column top connecting structure thereof
CN114482276B (en) * 2022-03-11 2023-09-01 重庆交通大学 Modularized unit frame column-column connection node and house building system thereof
CN115288305A (en) * 2022-08-31 2022-11-04 西安建筑科技大学 Box structure with hinged top beam

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4993095A (en) * 1989-11-09 1991-02-19 Armco Inc. Splice for a structural member
CN2190673Y (en) * 1993-12-30 1995-03-01 沈翠琴 Matel structure component connecting device
CN2332775Y (en) * 1998-02-25 1999-08-11 魏先宏 Structural installation of light weight steel frame

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2754064A (en) * 1951-09-17 1956-07-10 Hoerder Huettenunion Ag Steel ties
LU84772A1 (en) * 1983-04-25 1984-11-28 Arbed ASSOCIATES
US4955173A (en) * 1989-09-21 1990-09-11 Czechowski John K Structural steel corrosion protection by inert gas
US5678381A (en) * 1994-11-25 1997-10-21 Denadel; Duane G. Insulated beam
KR100197759B1 (en) * 1996-10-08 1999-06-15 김세중 A conjunctive construction part for joining a concrete column and iron beam of a building
JP3066734B2 (en) * 1996-11-15 2000-07-17 株式会社ウエスト Equipment for wooden building framing
US5865271A (en) * 1997-12-15 1999-02-02 Universal Builders Supply, Inc. Telescopic ledger for scaffolding
US5921053A (en) * 1997-12-17 1999-07-13 Metwood, Inc. Internally reinforced girder with pierceable nonmetal components

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4993095A (en) * 1989-11-09 1991-02-19 Armco Inc. Splice for a structural member
CN2190673Y (en) * 1993-12-30 1995-03-01 沈翠琴 Matel structure component connecting device
CN2332775Y (en) * 1998-02-25 1999-08-11 魏先宏 Structural installation of light weight steel frame

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