CN208534105U - Assembling type steel structure one-shot job canopy - Google Patents
Assembling type steel structure one-shot job canopy Download PDFInfo
- Publication number
- CN208534105U CN208534105U CN201821105675.2U CN201821105675U CN208534105U CN 208534105 U CN208534105 U CN 208534105U CN 201821105675 U CN201821105675 U CN 201821105675U CN 208534105 U CN208534105 U CN 208534105U
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- CN
- China
- Prior art keywords
- purlin
- open web
- oeuveres
- bors
- type steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 238000003466 welding Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 239000003351 stiffener Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 210000003108 foot joint Anatomy 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 210000002784 stomach Anatomy 0.000 description 1
Landscapes
- Tents Or Canopies (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model assembling type steel structure one-shot job canopy, including longitudinal open web type truss, lateral open web type truss, purlin and at least two assembled rigid units;The assembled rigid unit is arranged in parallel, it is linked together between each assembled rigid unit by purlin, purlin is several, is set in qually spaced on Two bors d's oeuveres c-type steel I-beam, and it is perpendicular with Two bors d's oeuveres c-type steel I-beam, longitudinal open web type truss is connected at the top flange of Two bors d's oeuveres c-type steel I-beam both ends.Lateral open web type truss is to be set in qually spaced on purlin, and perpendicular with purlin, the both ends of lateral open web type truss are connected on longitudinal open web type truss.Component needed for the utility model can be prefabricated in advance in factory, is all bolted at the scene, and without welding, assembling and dissembling speed is quick;And column is located at surrounding, and intermediate working region is open, facilitates worker's operation.
Description
Technical field
The utility model relates to a kind of operation canopies, more particularly, to a kind of assembling type steel structure one-shot job canopy.
Background technique
Operation canopy is that construction site for worker's operation provides the provisional facility of safety guarantee.Current most of constructions
The operation canopy that scene uses is the steel structure frame set up by fastener, steel pipe or be made up of welding, and the form is not only
Component is more, and design is complicated, and assembling and dissembling speed is slower, and security performance is not high, cannot sufficiently meet the anti-requirement pounded of rain-proof.Cause
This will not only consider that structure is safe and reliable, while wanting to be recycled for multiple times when building such one-shot job canopy, installation
Fast, energy conservation and environmental protection, and being capable of multifunctional use.
Utility model content
The purpose of the utility model is to provide a kind of assembling type steel structure one-shot job canopy and, whole components of the operation canopy
It by prefabrication, is assembled at the construction field (site), with safety of structure height, construction dismounting speed is fast, can repeatedly use
The characteristics of.
Of the existing technology in order to solve the problems, such as, the technical solution adopted in the utility model is as follows:
Assembling type steel structure one-shot job canopy, including longitudinal open web type truss, lateral open web type truss, purlin and at least two
A assembled rigid unit;
The assembled rigid unit includes two square steel tube columns, a Two bors d's oeuveres c-type steel I-beam and bolt, two sides
Steel pipe post is mounted on the both ends of Two bors d's oeuveres c-type steel I-beam, and square steel tube column both ends are welded with end plate, square steel tube column
Top is connected by bolt with Two bors d's oeuveres c-type steel I-beam, and the bottom end of square steel tube column is connected by expansion bolt and concrete foundation
It connects,
The assembled rigid unit is arranged in parallel, and is linked together between each assembled rigid unit by purlin, and purlin is several, etc.
Spacing is arranged on Two bors d's oeuveres c-type steel I-beam, and perpendicular with Two bors d's oeuveres c-type steel I-beam,
The longitudinal direction open web type truss is two, is connected at the top flange of Two bors d's oeuveres c-type steel I-beam both ends.
The transverse direction open web type truss is several, is set in qually spaced on purlin, and perpendicular with purlin, laterally on an empty stomach
The both ends of formula truss are connected on longitudinal open web type truss.
The Two bors d's oeuveres c-type steel I-beam is knockdown.
The top of the every square steel tube column is symmetrically arranged with two beam column diagonal braces, and beam column diagonal brace lower part passes through to drawing spiral shell
Bolt is fixed on square steel tube column, and top is fixed on Two bors d's oeuveres c-type steel I-beam lower flange by plain bolt.
The purlin is connected with Two bors d's oeuveres c-type steel I-beam top flange.
The top of the every square steel tube column is provided with diagonal brace between a root post and purlin, diagonal brace between column and purlin
Lower part is fixed on square steel tube column by split bolt, and top is by plain bolt, end plate connection on purlin.
Setting is anti-above the transverse direction open web type truss pounds structure, anti-to pound placement scaffold board, plank sheathing in structure.
Color steel plate is bolted above the purlin.
There are space between the transverse direction open web type truss bottom end and purlin, lateral open web type truss top is empty lower than longitudinal
The top of abdomen formula truss.
Advantage possessed by the utility model is with beneficial effect:
The assembled rigid unit of the utility model assembling type steel structure one-shot job canopy is stood by Two bors d's oeuveres c-type steel I-beam, square steel tube
Column, diagonal brace form two Pin frames, the setting that purlin is used for color steel plate on lower are arranged above beam thereafter, while the two of beam
Lateral open web type truss is finally arranged between longitudinal open web type truss and is used for upper layer foot for the longitudinal open web type truss of end setting two
The laying of palm, the Double-protection form can meet that rain-proof is anti-to pound requirements simultaneously, upper layer meet prevent pounding requirement, lower layer meets rain-proof
It is required that.And the superiority of truss structure and section steel beam is taken full advantage of, rain-proof is arranged below, and anti-pound is disposed over, for
Dropped object has comfort cushioning effect.It is respectively provided with diagonal brace between beam column, between column and purlin, increases the stability of operation canopy, group
Fill convenient disassembly.Safety guarantee can not only be provided for worker, and can be recycled for multiple times.
The required component of the utility model can be prefabricated in advance in factory, is all bolted, is not necessarily at the scene
Welding, assembling and dissembling speed are quick;And column is located at surrounding, and intermediate working region is open, facilitates worker's operation.Enterprise can be according to reality
Assembled rigid unit quantity is freely arranged in border situation, increases operation canopy area to meet requirement of engineering.
The all steel of component used in the utility model are repeated and are recycled, and meet the green construction reason advocated in China
It reads, also agrees with the strategy of sustainable development of country.
The utility model has wide range of applications, and can be applied not only to carpenter's machining shed of construction site, it may also be used for steel
Muscle machining shed, exit passageway etc..
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the utility model assembling type steel structure one-shot job canopy;
Fig. 2 is the structure chart of assembled rigid unit;
Fig. 3 is the position A foot joint detail drawing in Fig. 1;
Fig. 4 is beam column diagonal brace connection detail in the position B in Fig. 1;
Fig. 5 is the position C bean column node detail drawing in Fig. 1;
Fig. 6 is the position D longitudinal direction open web type truss and coupled beam connection detail in Fig. 1;
Fig. 7 is vertical, horizontal open web type panel point detail drawing in the position E in Fig. 1;
Fig. 8 is the position F coupled beam and purlin connection detail in Fig. 1.
In figure: 1- square steel tube column, 2- purlin, the longitudinal direction 3- open web type truss, diagonal brace between 4- column and purlin, 5- beam column
Diagonal brace, 6- Two bors d's oeuveres c-type steel I-beam, 7- transverse direction open web type truss, 8- end plate, 9- split bolt, 10- plain bolt, 11- put more energy into
Rib, 12- expansion bolt, 13- concrete foundation, 14- connecting plate.
Specific embodiment
The present invention will be further described in detail combined with specific embodiments below, but the protection model of the utility model
It encloses and is not limited by specific embodiment, be subject to claims.In addition, with without prejudice to before technical solutions of the utility model
It puts, any modifications or changes easy to accomplish to those of ordinary skill in the art made by the utility model fall within this reality
Within novel scope of the claims.
As shown in Figure 1, the utility model assembling type steel structure one-shot job canopy, including longitudinal open web type truss 3, lateral sky
Abdomen formula truss 7, purlin 2 and at least two assembled rigid units.
As shown in Fig. 2, the assembled rigid unit includes two square steel tube columns, 1, Two bors d's oeuveres c-type steel I-beam 6 and general
Logical bolt, two square steel tube columns are mounted on the both ends of Two bors d's oeuveres c-type steel I-beam.
As shown in figure 5, square steel tube column both ends are welded with end plate 8, top end plate 8, the common spiral shell of square steel tube column
Bolt 10 is connected with Two bors d's oeuveres c-type steel I-beam 6.Both ends positioned at the end plate 8 of square steel tube column top pass through ribbed stiffener 11 and square steel
Tube column 1 is connected.
As shown in figure 3, square steel tube column bottom end is connect by end plate 8, expansion bolt 12 with concrete foundation 13, it is described double
Spell c-type steel I-beam be it is knockdown, be put together by self tapping self-drilling screw.End plate 8 positioned at square steel tube column bottom end
Both ends are connected by ribbed stiffener 11 with square steel tube column 1.
As shown in Figure 1, the assembled rigid unit is arranged in parallel, linked together between each assembled rigid unit by purlin 2, purlin
2 be several, is set in qually spaced on Two bors d's oeuveres c-type steel I-beam 6, and perpendicular with Two bors d's oeuveres c-type steel I-beam 6.
As shown in Fig. 1,8, the purlin 2 is connected by plain bolt 10, end plate 8 with Two bors d's oeuveres c-type steel I-beam top flange,
For being laid with color steel plate rain-proof.
As a shown in Figure 6, longitudinal open web type truss 3 is two, is connected to Two bors d's oeuveres C by plain bolt 10, end plate 8
At 6 both ends top flange of type steel I-beam, concatenation unit quantity can be set according to the actual needs of the site.As shown in Figure 1, described is vertical
Structure to open web type truss 3 is rectangular frame structure, and spaced set has several support rods in frame.
The end plate, ribbed stiffener are welded in factory.
As shown in Fig. 1,7, the transverse direction open web type truss 7 is several, is set in qually spaced on purlin 2, and with purlin 2
Perpendicular, lateral open web type truss is identical as the structure of longitudinal open web type truss, and the both ends of lateral open web type truss pass through common
Bolt 10, connecting plate 14 are connected on the support rod of longitudinal open web type truss, and scaffold board is laid with above lateral open web type truss and is used
It pounds in anti-, and is fixed on lateral open web type truss by tied silk or hawser.The setting quantity of lateral open web type truss and longitudinal direction
The quantity of support rod on open web type truss is identical.
As shown in Fig. 1,2,4,6, the top of the every square steel tube column is symmetrically arranged with two beam column diagonal braces 5, beam column
Diagonal brace lower part is fixed on square steel tube column by split bolt 9, and top is fixed on Two bors d's oeuveres c-type steel I-beam by plain bolt
Lower flange.
As shown in Figure 1, the top of the every square steel tube column is provided with diagonal brace 4 between a root post and purlin, column with
The lower part of diagonal brace 4 is fixed on square steel tube column by split bolt between purlin, and top is by plain bolt, end plate connection in purlin
On item.
Setting is anti-above the transverse direction open web type truss pounds structure, anti-to pound placement scaffold board, plank sheathing in structure, conveniently sets
It sets rain-proof to prevent pounding measure, meets the anti-buffer requirements pounded.And enterprise's later period is facilitated to hang catch-phrase.
Color steel plate is connected by plain bolt above the purlin and is used for rain-proof.
As shown in Figure 1, between the transverse direction open web type truss bottom end and purlin 2, there are space, lateral open web type truss tops
Lower than the top of longitudinal open web type truss, there are segment spaces between lateral open web type truss bottom end and purlin 2 to be coloured silk at end
Steel plate, which is laid with, to be provided conveniently, and the top that lateral open web type truss top is lower than longitudinal open web type truss makes top, and there are spaces, can
Constraint is provided to the laying of scaffold board or plank.
The installation method of the utility model assembling type steel structure one-shot job canopy the following steps are included:
1. installing two square steel tube columns 1;
2. installing Two bors d's oeuveres c-type steel I-beam 6;
3. beam column diagonal brace 5 is connected on 1 side wall of quadrate steel pipe column by split bolt 9;
4. longitudinal open web type truss 3 to be connected to the top flange at 6 both ends of Two bors d's oeuveres c-type steel I-beam by plain bolt;
5. lateral open web type truss 7 is connected on longitudinal open web type truss 3 by plain bolt 10, connecting plate 14.
After 6. at least two parallel assembled rigid units are set, at the bolt hole position that Two bors d's oeuveres c-type steel I-beam 6 is reserved, if
Set row's purlin 2;
7. passing through the fixed rain insensitive device-color steel plate of tapping screw, tapping screw arranged beneath waterproof rubber above purlin 2
Rubber gasket, surrounding smears water-repellent paint, to meet waterproof requirement;
8. completely spreading scaffold board or plank sheathing above lateral open web type truss 7, fixed by iron wire or hawser, with full
Foot is anti-to pound requirement.
As shown in Figure 1, being provided with two assembled rigid units, the later period can basis for better design of expression form and intention
More assembled rigid units are arranged in actual needs.Specific connection type repeats above step.
The above is only the preferred embodiment of the utility model, not does any type of limit to the utility model
System, for those of ordinary skill in the art, do not depart from technical solutions of the utility model in the range of, when available
The technology contents of the disclosure above make a little equivalent embodiment for being modified to equivalent variations, but all without departing from the utility model skill
The content of art scheme, according to the technical essence of the utility model any simple modification made to the above embodiment, equivalent variations
It also should be regarded as the protection scope of the utility model with modification.The available prior art of each component part being not known in the present embodiment
It is realized.
Claims (8)
1. assembling type steel structure one-shot job canopy, it is characterised in that: including longitudinal open web type truss, lateral open web type truss, purlin
Item and at least two assembled rigid units;
The assembled rigid unit includes two square steel tube columns, a Two bors d's oeuveres c-type steel I-beam and bolt, two square steel tubes
Column is mounted on the both ends of Two bors d's oeuveres c-type steel I-beam, and square steel tube column both ends are welded with end plate, the top of square steel tube column
It is connected by bolt with Two bors d's oeuveres c-type steel I-beam, the bottom end of square steel tube column is connect by expansion bolt with concrete foundation,
The assembled rigid unit is arranged in parallel, and is linked together between each assembled rigid unit by purlin, and purlin is several, equidistantly
It is arranged on Two bors d's oeuveres c-type steel I-beam, and perpendicular with Two bors d's oeuveres c-type steel I-beam,
The longitudinal direction open web type truss is two, is connected at the top flange of Two bors d's oeuveres c-type steel I-beam both ends;
The transverse direction open web type truss is several, is set in qually spaced on purlin, and perpendicular with purlin, lateral open web type purlin
The both ends of frame are connected on longitudinal open web type truss.
2. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: the Two bors d's oeuveres c-type I-steel
Beam is knockdown.
3. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: the square steel tube column it is upper
Portion is symmetrically arranged with two beam column diagonal braces, and beam column diagonal brace lower part is fixed on square steel tube column by split bolt, and top passes through
Plain bolt is fixed on Two bors d's oeuveres c-type steel I-beam lower flange.
4. assembling type steel structure one-shot job canopy according to claim 1 or 2, it is characterised in that: the purlin and Two bors d's oeuveres C
Type steel I-beam top flange is connected.
5. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: the square steel tube column it is upper
Portion is provided with diagonal brace between a root post and purlin, and the lower part of diagonal brace is fixed on square steel tube by split bolt and stands between column and purlin
On column, top is by plain bolt, end plate connection on purlin.
6. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: the transverse direction open web type truss
Top setting is anti-to pound structure, anti-to pound placement scaffold board, plank sheathing in structure.
7. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: pass through spiral shell above the purlin
It tethers and connects color steel plate.
8. assembling type steel structure one-shot job canopy according to claim 1, it is characterised in that: the transverse direction open web type truss
There are space between bottom end and purlin, lateral open web type truss top is lower than the top of longitudinal open web type truss.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821105675.2U CN208534105U (en) | 2018-07-13 | 2018-07-13 | Assembling type steel structure one-shot job canopy |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821105675.2U CN208534105U (en) | 2018-07-13 | 2018-07-13 | Assembling type steel structure one-shot job canopy |
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Publication Number | Publication Date |
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CN208534105U true CN208534105U (en) | 2019-02-22 |
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ID=65387334
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CN201821105675.2U Expired - Fee Related CN208534105U (en) | 2018-07-13 | 2018-07-13 | Assembling type steel structure one-shot job canopy |
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CN (1) | CN208534105U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108590242A (en) * | 2018-07-13 | 2018-09-28 | 沈阳建筑大学 | Assembling type steel structure one-shot job canopy and its installation method |
-
2018
- 2018-07-13 CN CN201821105675.2U patent/CN208534105U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108590242A (en) * | 2018-07-13 | 2018-09-28 | 沈阳建筑大学 | Assembling type steel structure one-shot job canopy and its installation method |
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190222 |