CN108131553A - Heavy burden beam - Google Patents

Heavy burden beam Download PDF

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Publication number
CN108131553A
CN108131553A CN201810037062.8A CN201810037062A CN108131553A CN 108131553 A CN108131553 A CN 108131553A CN 201810037062 A CN201810037062 A CN 201810037062A CN 108131553 A CN108131553 A CN 108131553A
Authority
CN
China
Prior art keywords
bending part
heavy burden
mounting groove
beam according
burden beam
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
CN201810037062.8A
Other languages
Chinese (zh)
Inventor
姜世重
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.)
Jiangmen Pengjiang Ouluofu Hardware & Rubber Products Co Ltd
Original Assignee
Jiangmen Pengjiang Ouluofu Hardware & Rubber Products 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 Jiangmen Pengjiang Ouluofu Hardware & Rubber Products Co Ltd filed Critical Jiangmen Pengjiang Ouluofu Hardware & Rubber Products Co Ltd
Priority to CN201810037062.8A priority Critical patent/CN108131553A/en
Priority to US15/887,511 priority patent/US20190218778A1/en
Publication of CN108131553A publication Critical patent/CN108131553A/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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16SCONSTRUCTIONAL ELEMENTS IN GENERAL; STRUCTURES BUILT-UP FROM SUCH ELEMENTS, IN GENERAL
    • F16S3/00Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles
    • 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
    • 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
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • 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
    • E04C2003/0465Joists; 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
    • 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
    • E04C2003/0478X-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a kind of heavy burden beams, including multiple lateral surfaces, and it is arranged on the mounting groove of each side, the mounting groove includes groove bottom and a pair of of slot side, wherein, one end of each slot side extends to the outer then face by one or two bending part, and the other end extends to the groove bottom by third bending part, and one or two bending parts include the first bending part being connect with lateral surface and the second bending part being connect with slot side.The overbending direction of second bending part is opposite or vertical with the overbending direction of first bending part.Second bending part is against the inner wall of the hollow body.The heavy burden beam of the present invention realizes four side summary installations, realizes adjustable, the flexible installation solution in industrial heavy burden business application, without weld goalpost, cantilever, suspension, angle brace component.In addition, the attachment rail of heavy burden beam according to the present invention provides the guide rail of anti-skidding mounting groove, so as to allow the bearing capacity of bigger while can position installed part.

Description

Heavy burden beam
Technical field
The present invention relates to a kind of beam more particularly to a kind of heavy burden beams of line module system.
Background technology
Currently, well known heavy burden beam is used for constructing modular system, is used to support structural member, cable and for other various The heavy burden installation of various kinds.
DE202012102463 discloses a kind of beam particularly for installing cable, has fastening or support profiles.It should Profile hollow forming, and the side for being in surrounding at least two.Hollow profile also has the interior mounting groove being cut into, For receiving at least one sliding block in an at least peripheral side.
But the mounting groove of the mounting rail is positioned only at a pair of of side of beam, all sides without being provided in beam, because This cannot meet the installation requirement in multiple faces.In addition, the slot bottom of the mounting groove of the mounting rail holds in the power for bearing bigger It is yielding.
Invention content
The present invention is creatively overcome limitation as known in the art by a kind of heavy burden beam and solved unsolved Problem.
The solution of the present invention is a kind of heavy burden beam, including multiple lateral surfaces and is arranged on the installation of each lateral surface Slot, the mounting groove include groove bottom and a pair of of slot side, wherein, one end of each slot side is prolonged by one or two bending part Extend to the outer then face, and the other end extends to the groove bottom, one or two bending parts by third bending part Including the first bending part being connect with lateral surface and the second bending part being connect with slot side.
In the further embodiment of the present invention, the overbending direction of second bending part and first bending part Overbending direction is opposite or vertical.
In the further embodiment of the present invention, second bending part is against the inner wall of the hollow body.
It is wide that slit is formed in the further embodiment of the present invention, between the bending inside per the first bending part of a pair Degree per installation well width is formed between a pair of slot side, forms installation groove depth between groove bottom and corresponding lateral surface.
In the further embodiment of the present invention, the slot width, installation well width and installation groove depth allow to hold It receives bolt assembly, and installation tool is allowed to access mounting groove.
In the further embodiment of the present invention, first bending part forms anti-in the position towards the groove bottom Rail.
In the further embodiment of the present invention, the anti-skidding track is toothed track.
In the further embodiment of the present invention, the heavy burden beam is further included in two opposite groove bottoms Through-hole.
In the further embodiment of the present invention, the hollow body passes through metal plate one bending and forming.
Heavy burden beam according to the present invention realizes four side summary installations, realize in industrial heavy burden business application it is adjustable, Flexible installation solution, without weld goalpost, cantilever, suspension, angle brace component.
In addition, the attachment rail of heavy burden beam according to the present invention provides the guide rail of anti-skidding mounting groove, so as to allow bigger Bearing capacity while installed part can be positioned.
By attached drawing and following detailed description of the preferred embodiment, these and other aspects of the invention, feature and excellent Point will become more apparent from.
Description of the drawings
Illustrate the preferred embodiment of the present invention below in conjunction with attached drawing, the attached drawing is provided with explanation and is not intended to limit this hair It is bright, in figure:
Fig. 1 show the isometric view of heavy burden beam according to the present invention;
Fig. 2 show the sectional view of an embodiment of heavy burden beam according to the present invention;
Fig. 3 show the sectional view of another embodiment of heavy burden beam according to the present invention;
Fig. 4 show the sectional view of an embodiment of heavy burden beam according to the present invention, wherein in the mounting groove of heavy burden beam Equipped with bolt assembly;
Fig. 5 show the sectional view of an embodiment of heavy burden beam according to the present invention, wherein in the mounting groove of heavy burden beam Equipped with meson screw;
Fig. 6 show the isometric view of one embodiment of heavy burden beam according to the present invention, wherein in the installation of heavy burden beam Meson screw is housed in slot;
Fig. 7 show the I position details enlarged drawings of the heavy burden beam of Fig. 6;And
Fig. 8 show the application scenarios schematic diagram of heavy burden beam according to the present invention.
In all several views of Figure of description, same reference numerals represent same parts.
Specific embodiment
It is described in detail below to be only exemplary in nature, it is not intended to limit the embodiment of description or application and description Embodiment purposes.Terms used herein " exemplary " or " illustrative " expression " as an example or explanation ".Herein Described in not represented relative to other embodiments for " exemplary " or " illustrative " embodiment be preferred or preferential.It retouches below All realization methods stated are example implementations, provide these and are achieved in that enable those skilled in the art It formulates or using the embodiment of the present invention, and is not intended to limit invention scope defined by the claims.Herein, for Purpose is described, term " top ", " bottom ", " left side ", " rear ", " right side ", " preceding ", " vertical ", " level " and its derivative words should be with Fig. 1 Shown invention is related.In addition, it is not intended to be stated by preceding technical field, background of invention, invention content or following detailed description Or implicit theoretical constraint.It is it is to be further understood that attached shown in figure and described specific in the following description Device and process, the exemplary embodiment of concept of the present invention only defined in the appended claims.Therefore, with institute herein The relevant specific size of disclosed embodiment and other physical characteristics are not construed as limiting, and are advised in plain text except non-claimed separately has It is fixed.
The alternative embodiment of the present invention widely can also be separately or cooperatively included in the part, the element and sheet In literary signified or referenced characteristics, in any or all group of two or more of the part, the element or the feature In conjunction, and the specific integration being mentioned herein, it is equal with it with known in field of the present invention, these are known etc. Jljl is considered as being incorporated herein, as individually listed.
It should be understood that a kind of reference of " example " or " example " of the present invention is not exclusive.Correspondingly, one is shown Example may be illustration certain aspects of the invention, while other aspects illustrate in different examples.These examples It is intended to that technical staff is helped to perform the present invention, without being intended to the overall range limiting the invention in any way, unless up and down Text clearly indicates.
In the context for describing various embodiments (in the context especially in claim), " one ", "one", " institute State " and/or the use of similar term should be interpreted that including odd number and plural two kinds of situations, unless otherwise indicated herein or herein It is apparent to contradict.Otherwise said, term " comprising ", " having ", "comprising" and " containing " should be interpreted that open term (that is, meaning is " include, but be not limited to ").
With reference to Fig. 1, an exemplary embodiment of heavy burden beam 100 according to the present invention is shown.In figure, heavy burden beam 100 have the hollow body of strip, which preferably passes through metal plate one bending and forming.Heavy burden beam 100 is formed with more A outside, preferably four outsides, wherein forming a mounting groove 110 in each lateral surface 120, which includes slot Bottom surface 111 and a pair of of slot side 112.Every side of beam body is all formed with mounting groove 110, not only facilitates installation, additionally it is possible to improve The rigidity of beam body.
With reference to Fig. 2, one end of each slot side 112 is extended to described by the first bending part 113 and the second bending part 114 Outer then face, and the other end extends to groove bottom 111 by third bending part 115.The overbending direction of second bending part 114 and institute The overbending direction for stating the first bending part 113 is vertical (or bending angle differs 90 degree), make the slot side 112 to be formed substantially with slot Bottom surface 111 is substantially vertical.Preferably, the second bending part 114 after bending is against the inner wall of the hollow body.Do not have at other In the embodiment of diagram, the overbending direction of the second bending part 114 is opposite with the overbending direction of first bending part 113 so that The slot side 112 of formation presss from both sides an acute angle with groove bottom 111.
Optionally, as shown in figure 3, one end of each slot side 112 can only be extended to outside then by the first bending part 113 Face, and the other end extends to the groove bottom 111 by the third bending part 115 so that the slot side 112 of formation and slot Bottom surface 111 presss from both sides an acute angle.
With reference to Fig. 4, slot width (W1) is formed between the bending inside 117 per the first bending part 113 of a pair, per a pair of slot 110 width of mounting groove (W2) is formed between side 112, mounting groove 110 is formed between groove bottom 111 and corresponding lateral surface 120 Depth (H1).As shown in figure 4, when two opposite groove bottoms 111 are equipped with perforative through-hole 130, slot width (W1) permits Perhaps bolt assembly 200 is installed across groove bottom 111, and slot width (W1) also allow the sleeve (S) of installation tool into Enter mounting groove 110 and twisting operation is carried out to bolt assembly 200.Installation bolt component 200 above and below being shown in figure, but this field Technical staff is also contemplated that left and right installation bolt component 200 or upper and lower and left and right installation bolt component 200 simultaneously.
Surpass in addition, 110 depth of mounting groove (H1) allows the nut of the bolt assembly 200 in mounting groove 110 not protrude Go out lateral surface 120.110 width of mounting groove (W2) allows screw to be oppositely stuck in mounting groove 110, as shown in Figure 5.
With reference to Fig. 5-7, the first bending part 113 is forming anti-skidding track 116 towards the position of the groove bottom 111, permits Perhaps the meson screw 300 with non skid matting is positioned by anti-skidding track 116.Preferably, anti-skidding track 116 can be as shown in Figure 7 Tooth form is pressed into, the raceway surface (not shown in the diagram) of annular knurl can also be pressed into.
Fig. 8 show the application scenarios schematic diagram of heavy burden beam 100 according to the present invention.Heavy burden beam 100 according to the present invention Can modular structure be assembled in the arbitrary height of four direction up and down simultaneously.As shown in figure 8, pass through multiple bolts Component 200, meson screw 300, supporting rack 400, connector 500, saddle support element 600, draw runner 700, strut angle 800, can make Multiple heavy burden beams 100 are neatly assembled into various extended structures.
Above-described embodiment is only the exemplary illustration of realization method proposed to be clearly understood that the principle of the present invention. In the case of without departing from the scope of the present invention, many variations, combination, modification or equivalents can substitute the element of the present invention. Therefore, the present invention is directed to be not limited to the disclosed specific embodiment for the best mode embodiment of the present invention, but originally Invention is by all embodiments including falling within the scope of the appended claims.

Claims (10)

1. a kind of heavy burden beam has hollow body, it is characterised in that including:
Multiple lateral surfaces (120) and
The mounting groove (110) of each lateral surface (120) is arranged on, which includes groove bottom (111) and a pair of of slot side Face (112),
Wherein, one end of each slot side (112) extends to the outer then face, and the other end by one or two bending part The groove bottom (111) is extended to by third bending part (115), it is one or two bending parts include and lateral surface (120) the first bending part (113) of connection and the second bending part (114) being connect with slot side (112).
2. heavy burden beam according to claim 1, which is characterized in that the overbending direction of second bending part (114) and institute The overbending direction for stating the first bending part (113) is opposite or vertical.
3. heavy burden beam according to claim 1, which is characterized in that second bending part (114) is against described hollow The inner wall of body.
4. heavy burden beam according to claim 2, which is characterized in that second bending part (114) is against described hollow The inner wall of body.
5. heavy burden beam according to claim 1, which is characterized in that on the inside of the bending per the first bending part of a pair (113) (117) slot width is formed between, per forming mounting groove (110) width between a pair of slot side (112), groove bottom (111) with Mounting groove (110) depth is formed between corresponding lateral surface (120).
6. heavy burden beam according to claim 5, which is characterized in that
The slot width, mounting groove (110) width and mounting groove (110) depth allow to accommodate bolt assembly (200), and permit Perhaps installation tool access mounting groove (110).
7. heavy burden beam according to claim 1, which is characterized in that first bending part (113) is towards the slot bottom The position in face (111) forms anti-skidding track (116).
8. heavy burden beam according to claim 7, which is characterized in that the anti-skidding track (116) is toothed track.
9. heavy burden beam according to claim 1, which is characterized in that further include on two opposite groove bottoms (111) Through-hole (130).
10. heavy burden beam according to claim 1, which is characterized in that the hollow body passes through metal plate one bending and forming.
CN201810037062.8A 2018-01-15 2018-01-15 Heavy burden beam Pending CN108131553A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201810037062.8A CN108131553A (en) 2018-01-15 2018-01-15 Heavy burden beam
US15/887,511 US20190218778A1 (en) 2018-01-15 2018-02-02 Heavy duty girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810037062.8A CN108131553A (en) 2018-01-15 2018-01-15 Heavy burden beam

Publications (1)

Publication Number Publication Date
CN108131553A true CN108131553A (en) 2018-06-08

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810037062.8A Pending CN108131553A (en) 2018-01-15 2018-01-15 Heavy burden beam

Country Status (2)

Country Link
US (1) US20190218778A1 (en)
CN (1) CN108131553A (en)

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CN206112485U (en) * 2016-08-01 2017-04-19 安固士(天津)建筑材料有限公司 Antidetonation is with hot rolling C type channel -section steel
CN106760202A (en) * 2016-12-30 2017-05-31 河南奥斯派克科技有限公司 Internal forked connection tongue and groove square tube coupled column
CN207830965U (en) * 2018-01-15 2018-09-07 江门市蓬江区欧罗富五金橡胶制品有限公司 Heavy burden beam

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