CN206707354U - A kind of light-duty workshop steel structure - Google Patents

A kind of light-duty workshop steel structure Download PDF

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Publication number
CN206707354U
CN206707354U CN201720572036.6U CN201720572036U CN206707354U CN 206707354 U CN206707354 U CN 206707354U CN 201720572036 U CN201720572036 U CN 201720572036U CN 206707354 U CN206707354 U CN 206707354U
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China
Prior art keywords
prop
column
wind
truss
joist
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CN201720572036.6U
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Chinese (zh)
Inventor
孔垂烛
成桃清
江宗权
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CHONGQING SANFENG COVANTA ENVIRONMENTAL INDUSTRY Co Ltd
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CHONGQING SANFENG COVANTA ENVIRONMENTAL INDUSTRY Co Ltd
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Priority to CN201720572036.6U priority Critical patent/CN206707354U/en
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Abstract

A kind of light-duty workshop steel structure is the utility model is related to, primary structural member includes roof girder, upper prop, lower prop, upper prop column braces, lower prop column braces and capital joist;The roof girder is supported on column top or capital joist, wherein upper prop is single limb post, lower prop is latticed column, upper prop column braces are monolithic support, lower prop column braces support for biplate, also include wind truss and metope wind-resistant column, the wind truss is coffin truss, wide with the double limb axis of lower prop.Increase spacing of the pillar along factory building length direction by setting up wind truss, spacing of the pillar along factory building length direction can between 9m~21m flexible arrangement, reduce factory building columns and column footing quantity, reduce factory building steel quantity consumption, engineering cost is greatly saved.

Description

A kind of light-duty workshop steel structure
Technical field
The utility model belongs to industrial building structure field, is related to a kind of light-duty workshop steel structure.
Background technology
Steel-structure factory building realizes large span because of flexible arrangement, easily, can be in factory process in-site installation, short construction period etc. Advantage, it is usually used in industrial project.Common light-type steel structural workshop is by pillar, roof truss (or roof girder), wall purlins, roofing Purlin and steel construction gutter etc. are formed, and national standard drawing concentrates conventional post away from for 6 meters~9 meters.
With the increase of factory building height, accounting of the post in steel-structure factory building steel quantity consumption accordingly increases, the number on post and basis Amount has a great influence to factory building total cost, and conventional post will be no longer economical away from 6 meters~9 meters.
For highly higher light-type steel structural workshop, in order to reduce engineering cost, necessary proposition more Large Column Spacing Structural shape.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of light-duty workshop steel structure.
To reach above-mentioned purpose, the utility model provides following technical scheme:
A kind of light-duty workshop steel structure, primary structural member include roof girder, upper prop, lower prop, upper prop column braces, lower prop Column braces and capital joist;The roof girder is supported on column top or capital joist, the both ends point of the capital joist Column top on adjacent two is not connected, is arranged in along factory building length side between adjacent two upper prop of factory building;Wherein upper prop is single limb, under Post is double limbs, and upper prop column braces be individual layer, and lower prop column braces are double-deck, in addition to wind truss and metope wind-resistant column, institute It is coffin truss to state wind truss, and wide with the double limb axis of lower prop, both ends connect twice adjacent column tops respectively, along factory Room length side is arranged between adjacent two lower prop of factory building;The metope wind-resistant column is arranged on the outside of wind truss, middle part supporting On top boom, for upper support on the joist of capital, the upper prop column braces are arranged on adjacent two upper prop on the outside of wind truss Between, the lower prop column braces are arranged between adjacent two lower prop, and the lower prop column braces and the double limb axis of lower prop are wide.
Further, the wind truss is the space truss that cross section is square.
Further, the upper plane of the wind truss is identical with the height at the top of lower prop, capital joist top and upper prop Overhead height is identical.
Further, it is hinged in the middle part of the metope wind-resistant column with the top boom on the outside of wind truss, top is erected with capital joist To being slidably connected.
Further, the upper prop column braces are " people " shape, and upper articulation is in the middle part of the joist lower flange of capital, lower hinge In upper prop root;
Further, the upper prop column braces are X-shaped, and top joins in upper prop and capital joist junction, bottom hinge It is connected to the root of upper prop.
Further, the lower prop column braces are " people " shape, and top joins in the middle part of wind truss lower boom, lower hinge In lower prop root.
Further, the lower prop column braces are X-shaped, upper articulation in wind truss lower boom and lower prop junction, Lower hinge is in lower prop root.
The beneficial effects of the utility model are:Pillar is increased along between factory building length direction by setting up wind truss Away from, spacing of the pillar along factory building length direction can between 9m~21m flexible arrangement, reduce factory building columns and column footing number Amount, reduces factory building steel quantity consumption, engineering cost is greatly saved, also make the technology arrangement inside factory building more flexible and convenient.
Brief description of the drawings
In order that the purpose of this utility model, technical scheme and beneficial effect are clearer, the utility model provides as follows Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model;
The structural representation of Fig. 2 the utility model length directions.
Embodiment
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail.
A kind of light-duty workshop steel structure of the utility model as shown in Figure 1, primary structural member include roof girder 1, upper prop 2, Lower prop 3, upper prop column braces 7, wherein lower prop column braces 8, upper prop 2 are single limb, and lower prop 3 is double limbs, and upper prop column braces 7 are Individual layer, lower prop column braces 8 are bilayer, in addition to wind truss 4 and metope wind-resistant column 5, capital joist 6;The capital joist 6 Both ends connect column top on adjacent two respectively, be arranged in along factory building length side between adjacent two upper prop of factory building;Wind truss 4 Rectangular cross-section, it is preferably square, on length direction, the both ends of wind truss 4 connect phase respectively for quadrangle space truss The side of two adjacent lower props 3, the adjacent side of two lower prop 3 is relative, and wind truss 4 is arranged in factory building adjacent two along factory building length side Between lower prop;Roof girder 1 can be supported on the top of upper prop 2, can also be supported on capital joist 6;Metope wind-resistant column 5 is arranged vertically at The outside of wind truss, middle part are supported on wind truss 4, and upper support is on post 2 or capital joist 6.The outside of wind truss 4 Can flexible arrangement metope wind-resistant column 5, to meet that technology major punches requirement in metope.
In the present embodiment, the top boom at the middle part of metope wind-resistant column 5 and the outside of wind truss 4 is hinged, top and capital joist 6 Slide vertically connection.Upper prop column braces 7 can be " people " shape, when being " people " shape upper articulation in the middle part of the lower flange of capital joist 6, Lower hinge is in the root of upper prop 2.Lower prop column braces 8 are X-shaped, and upper articulation is connected in the lower boom of wind truss 4 with lower prop 3 Place, lower hinge is in the root of lower prop 3.
It is appreciated that upper prop column braces 7 or X-shaped, top join in upper prop 2 and the junction of capital joist 6, under Portion is articulated with the root of upper prop 2.Lower prop column braces 8 or " people " shape, top join in the middle part of the lower boom of wind truss 4, Lower hinge is in the root of lower prop 3.
In the present embodiment, the level right angle side of wind truss 4 is identical with the height at the top of lower prop.The top of capital joist 6 It is identical with the overhead height of upper prop 2.By the way that wind truss 4 to be arranged on to the tip position of lower prop 3, structure is more stabilized.
Finally illustrate, preferred embodiment above is only unrestricted to illustrate the technical solution of the utility model, to the greatest extent The utility model has been described in detail by above preferred embodiment for pipe, but those skilled in the art should manage Solution, can make various changes, without departing from the utility model claims book institute to it in the form and details The scope of restriction.

Claims (8)

1. a kind of light-duty workshop steel structure, primary structural member includes roof girder (1), upper prop (2), lower prop (3), upper prop intercolumniation branch Support (7), lower prop column braces (8) and capital joist (6);The roof girder (1) is supported at the top of upper prop (2) or capital joist (6) on, the both ends of the capital joist (6) connect column top on adjacent two respectively, and factory building phase is arranged in along factory building length side Between adjacent two upper props;Wherein upper prop (2) is single limb, and lower prop (3) is double limbs, and upper prop column braces (7) are individual layer, lower prop intercolumniation branch (8) are supportted as bilayer, it is characterised in that:Also include wind truss (4) and metope wind-resistant column (5), the wind truss (4) is rectangle Space truss, wide with the double limb axis of lower prop (3), both ends connect twice adjacent column tops respectively, are arranged along factory building length side Between adjacent two lower prop of factory building;The metope wind-resistant column (5) is arranged on the outside of wind truss (4), and middle part is supported on wind resistance On the outside of truss (4) on top boom, on capital joist (6), the upper prop column braces (7) are arranged on adjacent two upper support Between post, the lower prop column braces (8) are arranged between adjacent two lower prop, and the lower prop column braces (8) and lower prop (3) are double Limb axis is wide.
A kind of 2. light-duty workshop steel structure according to claim 1, it is characterised in that:The wind truss (4) is transversal Face is square space truss.
A kind of 3. light-duty workshop steel structure according to claim 1, it is characterised in that:The upper of the wind truss (4) is put down Face is identical with the height at the top of lower prop (3), identical with upper prop (2) overhead height at the top of capital joist (6).
A kind of 4. light-duty workshop steel structure according to claim 1 or 2, it is characterised in that:In the metope wind-resistant column (5) Portion is hinged with the top boom on the outside of wind truss (4), and top slides vertically with capital joist (6) and is connected.
A kind of 5. light-duty workshop steel structure according to claim 1, it is characterised in that:The upper prop column braces (7) are " people " shape, upper articulation is in the middle part of capital joist (6) lower flange, and lower hinge is in upper prop (2) root.
A kind of 6. light-duty workshop steel structure according to claim 1, it is characterised in that:The upper prop column braces (7) are X-shaped, top join in upper prop (2) and capital joist (6) junction, and lower hinge is in the root of upper prop (2).
A kind of 7. light-duty workshop steel structure according to claim 5 or 6, it is characterised in that:The lower prop column braces (8) For " people " shape, top joins in the middle part of wind truss (4) lower boom, and lower hinge is in lower prop (3) root.
A kind of 8. light-duty workshop steel structure according to claim 5 or 6, it is characterised in that:The lower prop column braces (8) For X-shaped, upper articulation is in wind truss (4) lower boom and lower prop (3) junction, and lower hinge is in lower prop (3) root.
CN201720572036.6U 2017-05-22 2017-05-22 A kind of light-duty workshop steel structure Active CN206707354U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720572036.6U CN206707354U (en) 2017-05-22 2017-05-22 A kind of light-duty workshop steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720572036.6U CN206707354U (en) 2017-05-22 2017-05-22 A kind of light-duty workshop steel structure

Publications (1)

Publication Number Publication Date
CN206707354U true CN206707354U (en) 2017-12-05

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Country Status (1)

Country Link
CN (1) CN206707354U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900935A (en) * 2021-01-28 2021-06-04 中冶东方工程技术有限公司 Steel construction and factory building with crane

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900935A (en) * 2021-01-28 2021-06-04 中冶东方工程技术有限公司 Steel construction and factory building with crane

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