CN106337529A - Spliced herringbone beam - Google Patents

Spliced herringbone beam Download PDF

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Publication number
CN106337529A
CN106337529A CN201610837354.0A CN201610837354A CN106337529A CN 106337529 A CN106337529 A CN 106337529A CN 201610837354 A CN201610837354 A CN 201610837354A CN 106337529 A CN106337529 A CN 106337529A
Authority
CN
China
Prior art keywords
spliced
herringbone beam
installing hole
connector
isosceles
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610837354.0A
Other languages
Chinese (zh)
Inventor
姚琪峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Yumei Innovative Building Technology Co Ltd
Original Assignee
Zhejiang Yumei Innovative Building Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Yumei Innovative Building Technology Co Ltd filed Critical Zhejiang Yumei Innovative Building Technology Co Ltd
Priority to CN201610837354.0A priority Critical patent/CN106337529A/en
Publication of CN106337529A publication Critical patent/CN106337529A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • 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
    • E04C3/11Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
    • 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
    • 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
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

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

Abstract

The invention relates to the technical field of buildings, in particular to a spliced herringbone beam. The spliced herringbone beam comprises a supporting rod, connecting pieces I and connecting pieces II; the supporting rod comprises three outer supporting rods and at least eleven inner supporting rods; the three outer supporting rods form an isosceles triangle, intersection points of two isosceles sides of the isosceles triangle are connected by the connecting pieces I, and intersection points of the isosceles sides and the bottom side are connected by the connecting piece II; the inner supporting rods are arranged inside the isosceles triangle and connected with the isosceles sides or the bottom side of the isosceles triangle through the connecting piece I. The detachable spliced herringbone beam disclosed by the invention is convenient to transport and mount, and firm in structure, good in bearing capacity, light in weight and difficult to deform.

Description

A kind of spliced herringbone beam
Technical field
The present invention relates to technical field of buildings, specially a kind of spliced herringbone beam.
Background technology
Need during building construction to use herringbone beam, and existing herringbone beam's volume is larger and structure is fixing, fortune Defeated it is inconvenient.The patent of Application No. cn201310756153.4 discloses a kind of herringbone beam's link, by herringbone girder, horizontal stroke Support beam, several bearing diagonal framves and several support retainer ring compositions, the bottom that bolster is located at herringbone girder is to be fixedly connected, Arbitrarily bearing diagonal frame is located at the top of bolster, and one end of bearing diagonal frame is to be fixedly connected with bolster, the other end and herringbone master Beam is to be fixedly connected, and herringbone girder is additionally provided with accessory draw-in groove, and the top that accessory draw-in groove is located at herringbone girder is to be fixedly connected, and appoints Meaning supports retainer ring to be located between herringbone girder and bolster.This herringbone beam's link employs aluminum alloy material as body frame Frame material.And make the unification of girder, bearing diagonal beam and bolster as a general frame, but because herringbone beam is one Overall framework, its transport is inconvenient.
Content of the invention
The present invention is directed to the problem of prior art presence it is proposed that a kind of dismountable spliced herringbone beam, conveniently transports And installation, and firm in structure, bearing capacity is good, and light weight is unlikely to deform.
The technical solution adopted for the present invention to solve the technical problems is: a kind of spliced herringbone beam, including support bar, connects Fitting one and connector two;Described support bar includes three outer support bars and at least 11 inner bracing pieces;Three described outer Strut constitutes an isosceles triangle, and the intersection point of two isosceles sides of described isosceles triangle is connected by described connector one, etc. Waist side is connected by described connector two with the intersection point on base;Described inner bracing piece is arranged on described isosceles triangle inside and leads to Cross described connector one to be connected with the isosceles side of isosceles triangle or base.
The herringbone beam of the present invention detachably transports, not only convenient transportation and will not damage herringbone beam, people in transportation Word beam can be mounted directly at the construction field (site), and installation process is easy, and the herringbone beam's sound construction after installation, bearing capacity are good.
Preferably, described connector one is the polygon iron plate being symmetrical set, it is described that described iron plate has connection The installing hole of support bar.
Preferably, described iron plate is octagon, including horizontally disposed two horizontal sides up and down, left and right is vertically disposed Article two, vertical edges, and connect four inclined sides of horizontal sides and vertical edges respectively;Article two, described horizontal sides include long side and short Side, described long edge lengths are the twices of described bond length.
Preferably, described installing hole includes being arranged on the first installing hole in the middle part of described iron plate, it is arranged on described first The second installing hole between installing hole and described minor face, is symmetricly set on two the 3rd peaces of the described first installing hole left and right sides Dress hole, two the 4th installing holes and two the 5th installing holes, the 3rd installing hole described in two and described first mounting hole site are in same On horizontal line, the connecting line between described 4th installing hole and described 5th installing hole is 60 degree with the angle on described long side.
Preferably, described connector two is the iron plate of right-angled trapezium shape, described iron plate is located at right-angle side and hypotenuse is all provided with There are two installing holes, the connecting line between two installing holes on described hypotenuse is 60 degree with the angle on trapezoidal base.
Preferably, being additionally provided with fixture between described support bar and described connection one and/or described connector two.
Preferably, described fixture includes the substrate being placed on described connection member one or connection member two surface, all Even setting partition rod on the substrate, the clamping plate with the socket of described partition rod, and fixing nut.
Preferably, described partition rod surface is provided with external screw thread, it is provided with inside described fixing nut and makes with external screw thread cooperation Female thread, described female thread tooth bottom is provided with a tapered ramp, and described tapered ramp is anti-with described female thread plane It it is 20 degree to the angle between extended line.
Preferably, described support bar is steel square tube.
Preferably, the thickness of described iron plate is 3-10 millimeter.
The invention has the beneficial effects as follows, 1, convenient transportation, can avoid damaged in transportation;2nd, support bar directly passes through Connector is installed, simple installation;3rd, employ fixture, the herringbone beam's Stability Analysis of Structures after installation is firm.
Brief description
Fig. 1 is a kind of structural representation of spliced herringbone beam of the present invention;
Fig. 2 is the structural representation of connector one in Fig. 1;
Fig. 3 is the structural representation of connector two in Fig. 1;
Fig. 4 is the structural representation of fixture;
Wherein: 1, support bar, 2, connector one, 3, connector two, 41, substrate, 42, partition rod, 43, clamping plate, 44, fixing spiral shell Female.
Specific embodiment
Further illustrate technical scheme below in conjunction with the accompanying drawings and by specific embodiment.
As Figure 1-Figure 4, a kind of spliced herringbone beam, including support bar 1, connector 1 and connector 23, herringbone Beam is parts in transportation, and volume less, is readily transported.Support bar bag 1 includes three outer support bars and at least 11 Inner bracing piece.Three outer support bars are used for constituting the external frame of an isosceles triangle, and triangular structure is the most firm, isosceles The intersection point of two isosceles sides of triangle is connected by described connector 1, and the intersection point on isosceles side and base is by described connector 23 connections, described inner bracing piece is arranged on described isosceles triangle inside and by described connector 1 and isosceles triangle Isosceles side or base connect, and inner bracing piece is used for consolidating herringbone beam further.Support bar 1 is steel square tube, sound construction, peace Dress is convenient, long service life.
Connector 1 is the polygon iron plate being symmetrical set, and thickness is 3-10 millimeter, too thin not firm, too thick It is unfavorable for connecting, suitable thickness can be selected according to the actual size of herringbone beam.The installing hole of connecting square pipes is had on iron plate, side The connecting hole being used cooperatively with installing hole is had on pipe.The iron plate of connector 1 is octagon, including up and down horizontally disposed two Bar horizontal sides, vertically disposed two vertical edges in left and right, and connect four inclined sides of horizontal sides and vertical edges respectively, two Described horizontal sides include long side and minor face, and described long edge lengths are the twices of described bond length, and this structure is conducive to setting not Installing hole with angle.Installing hole includes being arranged on the first installing hole in the middle part of described iron plate, is arranged on the first installing hole and institute State the second installing hole between minor face, the connecting line of the first installing hole and the second installing hole is vertical with horizontal sides, can be used for installing The support bar 1 vertical with horizontal sides.Also include being symmetricly set on the described first installing hole left and right sides two the 3rd installing holes, Two the 4th installing holes and two the 5th installing holes.3rd installing hole described in two and described first mounting hole site are in same horizontal line On, can be used for the support bar 1 parallel with horizontal sides is installed.Connecting line between described 4th installing hole and described 5th installing hole Angle with described long side is 60 degree, and can be used for installing with horizontal sides is in 60 support bars 1 tilting.I.e. the installing hole on iron plate can With with level, the square tubes cooperation installation of vertical or 60 degree inclinations, can be used between outer support bar isosceles side and isosceles side Connection, and the connection between inner bracing piece and outer support bar.
Described connector 23 is the iron plate of right-angled trapezium shape, and described iron plate is located at right-angle side and hypotenuse is equipped with two installations Hole, the angle on the connecting line between two installing holes on described hypotenuse and trapezoidal base is 60 degree, then the prolonging of hypotenuse and right-angle side The angle of long line is 30 degree, is just applied to the connection of outer support bar isosceles side and base.
When herringbone beam specifically installs, first pass through connector 1 and two isosceles sides of outer support bar are connected, then pass through even The isosceles side of outer support bar is connected by relay part 23 with base, and the angle making two isosceles sides is 120 degree, isosceles side with The angle on base is 30 degree.The angle of two isosceles sides is provided with a vertical main inner support with base midpoint by connector 1 Bar, in the two secondary inner bracing pieces parallel with this main inner bracing piece that are respectively provided on two sides with of this main inner bracing piece, adjacent two hang down Be connected with the secondary inner bracing piece of an inclination between straight inner bracing piece, the secondary inner bracing piece being adjacent positioned at main inner bracing piece it Between further respectively have one and be horizontally disposed with inner bracing piece, between inner bracing piece and inner bracing piece and inner bracing piece and outer support bar Connected by connector 1.
It is additionally provided with fixture, herringbone beam connects between described support bar 1 and described connection 1 and/or described connector 23 After good, mounting fixing parts again at its junction point, make herringbone beam more firm, substantially prolongs the service life of herringbone beam.Institute State the substrate 41 that fixture includes being placed on described connection member 1 or connection member 23 surface, be uniformly arranged on described substrate Partition rod 42 on 41, the clamping plate 43 with the socket of described partition rod 42, and fixing nut 44.During installation, first by substrate 41 It is placed on iron plate so as to support bar 1 is separated by partition rod 42, then clamping plate 43 is socketed on partition rod 42, make to prop up Strut 1 is located between clamping plate 43 and substrate 41, finally fixing nut 41 is fixed on partition rod 42, by clamping plate 43 and base Plate 41 firm grip.
Described partition rod 42 surface is provided with external screw thread, is provided with using cooperatively with external screw thread inside described fixing nut 43 Screw thread, described female thread tooth bottom is provided with a tapered ramp, and described tapered ramp is extended with described female thread planar inverted Angle between line is 20 degree, and when partition rod 42 is mutually tightened with fixing nut 44, the cusp of partition rod 42 just tightly pushes up On the tapered ramp of fixing nut 44 Bottom of Thread, thus creating very big coupling mechanism force, make the fixing nut 44 will not be with length Time uses and loose or dislocation, further enhances the steadiness of herringbone beam.
Embodiment described above is only that the preferred embodiment of the present invention is described, not the design to the present invention It is defined with scope.On the premise of without departing from design concept of the present invention, the technical side to the present invention for this area ordinary person Various modifications and improvement that case is made, all should drop into protection scope of the present invention, the technology contents that the present invention is claimed, Record in detail in the claims through whole.

Claims (10)

1. a kind of spliced herringbone beam it is characterised in that: include support bar (1), connector one (2) and connector two (3);Described Support bar (1) includes three outer support bars and at least 11 inner bracing pieces;Three described outer support bars constitute isosceles three Angular, the intersection point of two isosceles sides of described isosceles triangle is connected by described connector one (2), the friendship on isosceles side and base Point is connected by described connector two (3);Described inner bracing piece is arranged on described isosceles triangle inside and passes through described connector One (2) is connected with the isosceles side of isosceles triangle or base.
2. a kind of spliced herringbone beam according to claim 1 it is characterised in that: described connector one (2) be left and right right Claim the polygon iron plate of setting, described iron plate has the installing hole connecting described support bar (1).
3. a kind of spliced herringbone beam according to claim 2 it is characterised in that: described iron plate be octagon, including on Under horizontally disposed two horizontal sides, vertically disposed two vertical edges in left and right, and connect horizontal sides and vertical edges respectively Article four, inclined side;Article two, described horizontal sides include long side and minor face, and described long edge lengths are the twices of described bond length.
4. a kind of spliced herringbone beam according to claim 3 it is characterised in that: described installing hole includes being arranged on described The first installing hole in the middle part of iron plate, is arranged on the second installing hole between described first installing hole and described minor face, is symmetrical arranged Two the 3rd installing holes in the described first installing hole left and right sides, two the 4th installing holes and two the 5th installing holes, two institutes State the 3rd installing hole and described first mounting hole site in same horizontal line, described 4th installing hole and described 5th installing hole it Between the angle on connecting line and described long side be 60 degree.
5. a kind of spliced herringbone beam according to claim 4 it is characterised in that: described connector two (3) be right angle ladder The iron plate of shape, described iron plate is located at right-angle side and hypotenuse is equipped with two installing holes, between two installing holes on described hypotenuse Connecting line is 60 degree with the angle on trapezoidal base.
6. the spliced herringbone beam according to claim any one in claim 1-5 it is characterised in that: described support bar (1) it is additionally provided with fixture and described connection one (2) and/or described connector two (3) between.
7. a kind of spliced herringbone beam according to claim 6 it is characterised in that: described fixture includes being placed on described Connection member one (2) or the substrate (41) on connection member two (3) surface, are uniformly arranged on the partition rod on described substrate (41) (42) clamping plate (43), being socketed with described partition rod (42), and fixing nut (44).
8. a kind of spliced herringbone beam according to claim 7 it is characterised in that: described partition rod (42) surface is provided with outer Screw thread, is provided with, inside described fixing nut (44), the female thread using cooperatively with external screw thread, described female thread tooth bottom is provided with one Individual tapered ramp, the angle between described tapered ramp and described female thread planar inverted extended line is 20 degree.
9. a kind of spliced herringbone beam according to claim 1 it is characterised in that: described support bar (1) be steel square tube.
10. a kind of spliced herringbone beam according to claim 2 or 5 it is characterised in that: the thickness of described iron plate be 3-10 Millimeter.
CN201610837354.0A 2016-09-21 2016-09-21 Spliced herringbone beam Pending CN106337529A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610837354.0A CN106337529A (en) 2016-09-21 2016-09-21 Spliced herringbone beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610837354.0A CN106337529A (en) 2016-09-21 2016-09-21 Spliced herringbone beam

Publications (1)

Publication Number Publication Date
CN106337529A true CN106337529A (en) 2017-01-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610837354.0A Pending CN106337529A (en) 2016-09-21 2016-09-21 Spliced herringbone beam

Country Status (1)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100267A (en) * 2017-05-23 2017-08-29 广州多米绿色建筑有限公司 A kind of joggle beam structural system for assembled architecture
CN111749385A (en) * 2020-07-09 2020-10-09 坤茂建设集团有限公司 Supporting structure and construction method of concrete composite wood structure building roof
CN112095789A (en) * 2020-09-16 2020-12-18 江苏万年达杭萧钢构有限公司 Steel construction of easy equipment

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2167141Y (en) * 1993-06-22 1994-06-01 于定家 Novel roof truss roof beam
CN201133013Y (en) * 2007-10-30 2008-10-15 东南大学 Composite node for double braid net case
US20080295442A1 (en) * 2003-12-09 2008-12-04 Nucon Steel Corporation Roof truss
CN103061413A (en) * 2013-01-30 2013-04-24 建研科技股份有限公司 Herringbone roof truss component and roof truss constructed by same
CN203514596U (en) * 2013-10-08 2014-04-02 肥乡县农乐机械科技有限公司 Arched support for supporting factory roof
CN204326254U (en) * 2014-11-24 2015-05-13 崔俊日 Connector in the middle part of the triangular beam of greenhouse bracket

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2167141Y (en) * 1993-06-22 1994-06-01 于定家 Novel roof truss roof beam
US20080295442A1 (en) * 2003-12-09 2008-12-04 Nucon Steel Corporation Roof truss
CN201133013Y (en) * 2007-10-30 2008-10-15 东南大学 Composite node for double braid net case
CN103061413A (en) * 2013-01-30 2013-04-24 建研科技股份有限公司 Herringbone roof truss component and roof truss constructed by same
CN203514596U (en) * 2013-10-08 2014-04-02 肥乡县农乐机械科技有限公司 Arched support for supporting factory roof
CN204326254U (en) * 2014-11-24 2015-05-13 崔俊日 Connector in the middle part of the triangular beam of greenhouse bracket

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100267A (en) * 2017-05-23 2017-08-29 广州多米绿色建筑有限公司 A kind of joggle beam structural system for assembled architecture
CN107100267B (en) * 2017-05-23 2024-06-04 科建设计(广州)有限公司 A makeup girder structure system for assembled building
CN111749385A (en) * 2020-07-09 2020-10-09 坤茂建设集团有限公司 Supporting structure and construction method of concrete composite wood structure building roof
CN111749385B (en) * 2020-07-09 2022-02-18 坤茂建设集团有限公司 Supporting structure and construction method of concrete composite wood structure building roof
CN112095789A (en) * 2020-09-16 2020-12-18 江苏万年达杭萧钢构有限公司 Steel construction of easy equipment
CN112095789B (en) * 2020-09-16 2021-12-14 江苏万年达杭萧钢构有限公司 Steel construction of easy equipment

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