CN207538211U - Large-span steel applied to workshop - Google Patents
Large-span steel applied to workshop Download PDFInfo
- Publication number
- CN207538211U CN207538211U CN201721460170.3U CN201721460170U CN207538211U CN 207538211 U CN207538211 U CN 207538211U CN 201721460170 U CN201721460170 U CN 201721460170U CN 207538211 U CN207538211 U CN 207538211U
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- CN
- China
- Prior art keywords
- spandrel girder
- workshop
- purlin
- spandrel
- assemblied
- 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.)
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Abstract
The utility model is related to a kind of large-span steel applied to workshop, including：The first spandrel girder being assemblied on support column；It is assemblied in several second spandrel girders of the separate ground side of the first spandrel girder；It is assemblied in several purlins of the separate ground side of the second spandrel girder；It is arranged on assembly parts on the second spandrel girder, for fixing purlin；And it is assemblied in the roof boarding of the separate ground side of purlin.Realize the large-span steel applied to workshop of said program, first spandrel girder, the second spandrel girder are used for weight transmitting to support column, purlin is used to carry roof boarding simultaneously by weight transfer to the second spandrel girder, roof boarding is as roof for sun-shading rain-proof etc., roof boarding can use light material, using the mode of beam frame structure carrying roof boarding as factory roof, relative to armored concrete roof structure, light weight, assembling are simple, few using material, so as to save human and material resources, the construction cost of factory roof is reduced.
Description
Technical field
The utility model is related to building structure technology field more particularly to a kind of large-span steels applied to workshop.
Background technology
Workshop is the building used when being manufactured, needs during in order to be placed on the manufacturing to be used largely to set
Standby, the area of workshop is usually larger.
Using reinforced concrete structure, such structure is needed to expend a large amount of reinforcing bar and be mixed traditional factory roof
Solidifying soil material, leads to construction cost height.
Utility model content
The utility model provides a kind of large-span steel applied to workshop, has the advantages that construction cost is low.
A kind of large-span steel applied to workshop provided by the utility model, including：It is assemblied on support column, phase
Mutually parallel several first spandrel girders；Be assemblied in first spandrel girder it is separate ground side, with the first spandrel girder phase
Mutually vertical several second spandrel girders；Be assemblied in second spandrel girder it is separate ground side, with the second spandrel girder phase
Mutually vertical several purlins；It is arranged on assembly parts on second spandrel girder, for fixing the purlin；And assembling
In the roof boarding of the separate ground side of the purlin.
Realize the large-span steel applied to workshop of said program, the first spandrel girder, the second spandrel girder are used to weigh
Amount passes to support column, and purlin for carrying roof boarding simultaneously by weight transfer to the second spandrel girder, as roof use by roof boarding
In sun-shading rain-proof etc., roof boarding can use light material, using the mode of beam frame structure carrying roof boarding as factory roof,
Relative to armored concrete roof structure, light weight, assembling are simple, few using material, so as to save human and material resources, reduce
The construction cost of factory roof.
Further, the second spandrel girder equidistant radial arrangement.
Realize the large-span steel applied to workshop of said program, equidistant radial arrangement can be more uniformly by purlin
The weight of item and roof boarding is distributed on the second spandrel girder, avoids the second spandrel girder local pressure excessive, so as to improve safety.
Further, the cross section of first spandrel girder and second spandrel girder is " work " font.
Realize the large-span steel applied to workshop of said program, I-shaped girder structures can be held in satisfaction
Material is saved while weight demand.
Further, it is both provided with ribs in the slot of first spandrel girder and second spandrel girder.
Realize the large-span steel applied to workshop of said program, setting ribs can improve the structure of spandrel girder
Intensity.
Further, first spandrel girder and second spandrel girder by several sections of steel beam splicings into.
The large-span steel applied to workshop of said program is realized, using multistage steel beam splicing into the mode of spandrel girder
The construction demand on large area plants roof can be met.
Further, the assembly parts include：The fixed plate being securely fitted on second spandrel girder, is securely fitted in
Support plate in the fixed plate, vertical with the fixed plate and, be securely fitted in the support plate far from described solid
The loading plate of fixed board side.
Realize the large-span steel applied to workshop of said program, assembly parts are securely fitted in second by fixed plate
On spandrel girder, purlin is assemblied on loading plate, so as to fulfill the fixation of purlin and the second spandrel girder.
Further, the purlin uses channel steel and equidistant radial arrangement.
It realizes the large-span steel applied to workshop of said program, the bearing need of purlin can be met using channel steel
It asks, purlin uniform force can be made by being alternatively arranged.
Further, the assembly parts further include one end mutually assembled with second spandrel girder, the other end and the purlin
The mutually hound of assembling.
The large-span steel applied to workshop of said program is realized, using hound by purlin and the second spandrel girder phase
Assembling can further improve the stability of purlin assembling.
Advantageous effect：
1. use the mode of beam frame structure carrying roof boarding as factory roof, relative to armored concrete roof structure,
Light weight, assembling are simple, few using material, so as to save human and material resources, reduce the construction cost of factory roof.
2. setting assembly parts between the second spandrel girder and purlin, purlin and the assembling of the second spandrel girder can be stablized.
3. the second spandrel girder and purlin are alternatively arranged, weight can be more uniformly born, avoids gravity suffered by part
It is excessive, so as to improve safety.
Description of the drawings
Fig. 1 is the structure diagram of the large-span steel applied to workshop of the utility model embodiment.
Fig. 2 is the structure diagram of the assembly parts of the utility model embodiment.
Reference numeral：1st, the first spandrel girder；2nd, the second spandrel girder；3rd, purlin；4th, assembly parts；41st, fixed plate；42nd, it supports
Plate；43rd, loading plate；44th, hound；5th, roof boarding；6th, ribs；7th, buck plate；8th, reinforcing rib；9th, support column；10th, girder steel.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.Obviously, described implementation
Example is only the utility model part of the embodiment, instead of all the embodiments.Based on these embodiments, the common skill in this field
Art personnel all other embodiments obtained without creative efforts, belong to the utility model to be protected
The range of shield.
Embodiment：
As shown in Figure 1, the present embodiment is related to a kind of large-span steel applied to workshop, including：It is assemblied in support column 9
On several first spandrel girders 1；It is assemblied in several second spandrel girders 2 of the separate ground side of the first spandrel girder 1；It is assemblied in second
Several purlins 3 of the separate ground side of spandrel girder 2；The assembly parts 4 being arranged between the second spandrel girder 2 and purlin 3；And dress
Fit over the roof boarding 5 of the separate ground side of purlin 3.
As shown in Figs. 1-2, support column 9 uses reinforced concrete structure, and the separate ground surface end of support column 9 is provided with pre-buried
Part, the first spandrel girder 1 are securely fitted in the separate ground surface end of support column 9 by built-in fitting and bolt, and the second spandrel girder 2 passes through spiral shell
Bolt or the mode of welding are assemblied in the separate ground side of the first spandrel girder 1,2 equidistant radial arrangement of the second spandrel girder and with first
Spandrel girder 1 is mutually perpendicular to, and in the present embodiment, the first spandrel girder 1 and the second spandrel girder 2 are in " work " word by several sections of cross sections
The girder steel 10 of shape is spliced, and the reinforcement vertical with 10 extending direction of girder steel is provided in the side channel of " work " shaped girder steel 10
Rib 6, ribs 6 are alternatively arranged, and the structure that the first spandrel girder 1 and the second spandrel girder 2 can be improved by the setting of ribs 6 is strong
It spends, phase assembly side is provided with the buck plate 7 for assembling between girder steel 10, and reinforcing rib is provided between girder steel 10 and buck plate 7
8, fixed by bolt or welding manner between girder steel 10, in other embodiments, the first spandrel girder 1 and the second spandrel girder 2 it
Between can out of plumb, the first spandrel girder 1 and the second spandrel girder 2 can be formed by " C " section steel beam 10 or angle splice joint.
As shown in Figs. 1-2, in order to which purlin 3 is firmly assembled on the second spandrel girder 2, the separate ground of the second spandrel girder 2
Side is provided with assembly parts 4, and purlin 3 is fixed on by assembly parts 4 on the second spandrel girder 2,3 equidistant radial arrangement of purlin and with
Two spandrel girders 2 are mutually perpendicular to, and in the present embodiment, assembly parts 4 include：Consolidating on the second spandrel girder 2 is fixed or be welded on to bolt
It fixed board 41, the support plate 42 that is vertically set in fixed plate 41 and is securely fitted in the separate ground side of support plate 42 and holds
Support plate 43, support plate 42 are trapezoidal platy structure, can strengthen the intensity of assembly parts 4, purlin 3 is using channel steel material and passes through
Bolt is securely fitted on loading plate 43, and in order to further improve the stability of purlin 3, assembly parts 4 further include one end assembling
On the second spandrel girder 2 and the other end is assemblied in the hound 44 on purlin 3, and in other embodiments, assembly parts 4 can be
" L " template part of the opposite both sides of purlin 3 is arranged on, plate, which is bolted, to be assemblied on the second spandrel girder 2, purlin 3
I-shaped Steel material, angle steel material, square steel tube material or round steel tube material can be used.
Roof boarding 5 is assemblied in the separate ground side of purlin 3, and in the present embodiment, roof boarding 5 is spliced using composite board material
It forms, the middle layer of composite board material is provided with for heat-insulated polyurethane material or asbestos material, in other embodiments, room
Panel 5 can include transparent panel, and transparent panel can use glass material or transparent plastic material, can be with using transparent panel
Daylighting effect is improved, so as to energy saving.
The use principle of the large-span steel applied to workshop of the present embodiment is approximately as stating：First spandrel girder 1 is held
It is loaded on support column 9, the second spandrel girder 2 is equally spaced assemblied on the first spandrel girder 1, and purlin 3 is equally spaced assemblied in
On second spandrel girder 2, assembled on purlin 3 by roof boarding 5, roof boarding 5 for sunshade or keeping off the rain, the weight on roof by by
Purlin 3, the second spandrel girder 2 and the first spandrel girder 1 of layer setting are delivered evenly on support column 9, use the dress of beam column steelframe
Distribution structure, assembling is simple, while alleviates the dead weight on roof, can assemble use in large area, suitable for the construction of factory roof,
Manpower and materials cost has been saved during construction.
Claims (8)
1. a kind of large-span steel applied to workshop, which is characterized in that including：
It is assemblied in several first spandrel girders (1) on support column (9), being mutually parallel；
Be assemblied in first spandrel girder (1) it is separate ground side, with first spandrel girder (1) orthogonal several the
Two spandrel girders (2)；
It is assemblied in the separate ground side and orthogonal several purlins of the second spandrel girder (2) of second spandrel girder (2)
Item (3)；Be arranged on it is on second spandrel girder (2), for fixing the assembly parts of the purlin (3) (4)；And
It is assemblied in the roof boarding (5) of the separate ground side of the purlin (3).
2. the large-span steel according to claim 1 applied to workshop, which is characterized in that second spandrel girder
(2) equidistant radial arrangement.
3. the large-span steel according to claim 2 applied to workshop, which is characterized in that first spandrel girder
(1) and the cross section of second spandrel girder (2) is " work " font.
4. the large-span steel according to claim 3 applied to workshop, which is characterized in that first spandrel girder
(1) and in the slot of second spandrel girder (2) it is both provided with ribs (6).
5. the large-span steel according to claim 4 applied to workshop, which is characterized in that first spandrel girder
(1) it is spliced into second spandrel girder (2) by several sections of girder steels (10).
6. the large-span steel according to claim 1 applied to workshop, which is characterized in that assembly parts (4) packet
It includes：The fixed plate (41) being securely fitted on second spandrel girder (2), be securely fitted in it is in the fixed plate (41), with
The vertical support plate (42) of the fixed plate (41) and, be securely fitted in the support plate (42) far from the fixed plate
(41) loading plate (43) of side.
7. the large-span steel according to claim 6 applied to workshop, which is characterized in that the purlin (3) uses
Channel steel.
8. the large-span steel according to claim 7 applied to workshop, which is characterized in that the assembly parts (4) are also
It is mutually assembled with second spandrel girder (2) including one end, the hound (44) that the other end is mutually assembled with the purlin (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460170.3U CN207538211U (en) | 2017-11-04 | 2017-11-04 | Large-span steel applied to workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460170.3U CN207538211U (en) | 2017-11-04 | 2017-11-04 | Large-span steel applied to workshop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207538211U true CN207538211U (en) | 2018-06-26 |
Family
ID=62612384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721460170.3U Expired - Fee Related CN207538211U (en) | 2017-11-04 | 2017-11-04 | Large-span steel applied to workshop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207538211U (en) |
-
2017
- 2017-11-04 CN CN201721460170.3U patent/CN207538211U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180626 Termination date: 20181104 |