CN109812072A - A kind of site sectional reinforcing steel processing shed - Google Patents
A kind of site sectional reinforcing steel processing shed Download PDFInfo
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- CN109812072A CN109812072A CN201910111563.0A CN201910111563A CN109812072A CN 109812072 A CN109812072 A CN 109812072A CN 201910111563 A CN201910111563 A CN 201910111563A CN 109812072 A CN109812072 A CN 109812072A
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- column
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- overhanging
- roof beam
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Abstract
The invention discloses a kind of site sectional reinforcing steel processing shed, including concrete cushion, column, transverse beam hack lever, longitudiual truss bar, waterproof layer ceiling, anti-pound layer；The top between adjacent two root posts is arranged in the transverse beam hack lever and longitudiual truss bar, the column is fixed in concrete cushion, it is equipped with groove profile girder steel at the top of the column, waterproof layer ceiling is fixed on groove profile girder steel and prevents pounding layer, is equipped with sliding slot inside groove profile girder steel, roof beam structure bar is worn in overhanging in sliding slot equipped with " Jiong " type, the overhanging, which is worn, installs rain-proof shelter above roof beam structure bar, the configuration of the present invention is simple is easy to use, Double-protection canopy is set at the top of reinforcing steel processing shed, and safety is good；Overall structure reasonable stress, stability are good；It is extended that roof beam structure bar is worn in overhanging, also adds usable floor area, entire reinforcing steel processing shed is detachably reused, and is reduced construction cost, is expanded the scope of application.
Description
Technical field
The invention belongs to construction technical field of auxiliary equipment, and in particular to a kind of site sectional reinforcing bar adds
Builder's temporary shed.
Background technique
In recent years, with the fast development of Building Trade in China, the paces of urbanization are continuously improved, a building Dong Dong stand and
Rise, people also required to the structure type of building, safety and using function it is higher and higher, and reinforcing bar be build building it is main
One of raw material generally take a canopy processing and fabricating reinforcing bar, currently, reinforcing steel processing shed to improve construction speed at the construction field (site)
It is generally welded by steel column, steel plate, one layer of protection canopy is arranged in top, and it is long that such protection canopy sets up the time, expends a large amount of people
Work；Site welding produces light pollution；In face of rugged environment, unbearable biggish resisting wind press capacity；There was only one layer in top
Rain-proof shelter, safeguard procedures are weak, and there are biggish security risks；Reinforcing steel processing shed is once welded and is come into operation, and can not have enough to meet the need makes
With wasting material, construction cost increases.
Summary of the invention
To solve the above problems, structure is simple, group the invention discloses a kind of site sectional reinforcing steel processing shed
Dress is convenient, and stability is good, highly-safe, improves construction efficiency, reduces project cost, improves Contraction in Site environment.
In order to achieve the above objectives, technical scheme is as follows:
A kind of site sectional reinforcing steel processing shed, including concrete cushion, column, transverse beam hack lever, longitudiual truss bar,
Waterproof layer ceiling is prevented pounding layer；The column is four, constitutes a square structure, the transverse beam hack lever and longitudiual truss bar
Top between adjacent two root posts is set, and column is welded in embedded U-shaped screw rod in the concrete cushion, the column lower section
Anchor slab hole is arranged on column bottom plate anchor slab for bottom plate anchor slab, and for the column bottom plate anchor slab by U-shaped screw rod vertical columns, every vertical
Column upper and lower part is respectively arranged with column hook each one, and lateral diagonal brace or longitudinal diagonal brace are equipped between adjacent two root posts,
The transverse direction diagonal brace or longitudinal diagonal brace both ends are equipped with diagonal brace shackle, and diagonal brace shackle is inserted into column hook, the front end of square structure
Without transverse direction diagonal brace or longitudinal diagonal brace, it is equipped with groove profile girder steel at the top of the column, the transverse beam hack lever has anchor on end
Plate two, the anchor slab two are equipped with screw hole, and the groove profile girder steel and transverse beam hack lever at screw hole and being bolted
At intermediate on the inside of the transverse beam hack lever to be equipped with LED light strip, lower section is equipped with emergency light, the slot in the middle part of transverse beam hack lever
Insertion hole is provided on section steel beam, it is described to prevent that pounding layer both ends inserts in the hole, and is bolted, inside the groove profile girder steel
Equipped with sliding slot, roof beam structure bar is worn in the overhanging in sliding slot equipped with " Jiong " type, and overhanging is worn roof beam structure bar and is arranged in column front end, and the overhanging is worn
The first telescopic rod and the second telescopic rod are equipped between roof beam structure bar and column, first telescopic rod and the second telescopic rod both ends are equipped with
U-shaped piece vertical, the overhanging wears roof beam structure bar equipped with fixation hole, and the overhanging wears and installs rain-proof shelter above roof beam structure bar, described anti-
Layer top is pounded equipped with transverse truss bar, the transverse truss bar is fixedly mounted by the screw hole of end anchor slab three and groove profile girder steel,
Described transverse truss bar is that the truss of free extension forms, and waterproof layer ceiling is equipped with above transverse truss bar.
As an improvement of the present invention, the anti-layer of pounding is that black glued mould is mated formation.
As an improvement of the present invention, the angle between roof beam structure bar and the first telescopic rod and the second telescopic rod is worn in the overhanging
Degree is 30-60 °.
As an improvement of the present invention, longitudinal girder steel and transverse direction are equipped between the transverse beam hack lever and longitudiual truss bar
Girder steel.
As an improvement of the present invention, the concrete cushion is with a thickness of 300mm.
The beneficial effects of the present invention are:
1, this kind of reinforcement shed structural elements is simple, is not necessarily to site welding, and annular LED light bar is arranged in surrounding along canopy, improves night
Construction illumination, energy conservation and environmental protection；
2, scalable truss-like waterproof layer is set at the top of reinforcing steel processing shed, and structural elements assembly and disassembly are convenient, improve construction
Efficiency；
3, reinforcing steel processing shed is arranged Double-protection canopy, anti-to pound that structure is good, and safety is good；
4, structure is reasonable for reinforcing steel processing shed, and stability is good；
5, reinforcing steel processing shed only needs once to put into production, can be used in turn, reduce construction cost.
Detailed description of the invention
Fig. 1 the structural representation of present invention.
Fig. 2 is transverse structure elevation of the present invention.
Fig. 3 is longitudinal diagonal brace connection figure structural map of the invention.
Fig. 4 is the A enlarged drawing in Fig. 2.
Fig. 5 is the B enlarged drawing in Fig. 2.
Reference signs list:
1 column bottom plate anchor slab, 2 anchor slab holes, 3 column hooks, 4 diagonal brace shackles, 111 lateral diagonal braces or longitudinal diagonal brace, 113 columns,
115 longitudiual truss bars, 116 fixation holes, 5 vertical U-shaped piece, 6 first telescopic rods, 7 second telescopic rods, 8 U-shaped screw rods, 9 steel plate washers,
10 concrete cushions, 11 bolts, 12 screw holes, 13 anchor slabs two, 14 transverse beam hack levers, 15 LED light strip, 16 emergency lights, 17 are prevented
Pound layer, 18 transverse truss bars, 19 end anchor slabs three, the screw hole of 20 groove profile girder steels, 21 waterproof layer ceilings, 131 groove profile girder steels, 210
Roof beam structure bar, 211 insertion holes, 212 rain-proof shelters, 310 longitudinal girder steels, 311 lateral girder steels are worn in overhanging.
Specific embodiment
With reference to the accompanying drawings and detailed description, the present invention is furture elucidated, it should be understood that following specific embodiments are only
For illustrating the present invention rather than limiting the scope of the invention.It should be noted that word " preceding " used in the following description,
" rear ", "left", "right", "up" and "down" refer to that the direction in attached drawing, word "inner" and "outside" refer respectively to direction or remote
Direction from geometric center of specific component.
As shown, a kind of site sectional reinforcing steel processing shed of the present invention, mainly by column bottom plate anchor
Plate 1, anchor slab hole 2, column hook 3, diagonal brace shackle 4, lateral diagonal brace or longitudinal diagonal brace 111, column 113, longitudiual truss bar 115,
116 fixation holes, vertical U-shaped piece of the 5, first telescopic rod 6, the second telescopic rod 7, U-shaped screw rod 8, steel plate washer 9, concrete cushion 10, spiral shell
Bolt 11, anchor slab 2 13, transverse beam hack lever 14, LED light strip 15, emergency light 16, is prevented pounding layer 17, transverse truss bar screw hole 12
18, end anchor slab 3 19, the screw hole 20 of groove profile girder steel, waterproof layer ceiling 21, groove profile girder steel 131, overhanging are worn roof beam structure bar 210, are inserted
Enter hole 211, rain-proof shelter 212, longitudinal girder steel 310, the lateral composition of girder steel 311.
In tower crane lifting radius, the concrete cushion 10 of 300mmC25 is first poured, according to reinforcing steel processing shed drawing
Line setting goes out the axial locations such as column 113, transverse beam hack lever 14, longitudiual truss bar 115, and the U-shaped screw rod 8 is embedded in coagulation
In soil padding 10, column bottom plate anchor slab 1 is welded below the column 113, anchor slab hole 2, the column bottom plate anchor are set on anchor slab 1
Plate is fixed by U-shaped screw rod 8 pre-buried in concrete cushion 10, fastens column by steel plate washer 9 and bolt 11, described 4 vertical
113,2, column transverse beam hack lever 14,2 longitudiual truss bar 115, longitudinal girder steel 310, lateral girder steel 311 form reinforcing steel processing shed
Structural system, structure size be 4000mm(1000mm be overhanging rain-proof shelter) × 5000mm, be highly 3000mm, adjacent two
Being equipped in front of lateral diagonal brace or longitudinal diagonal brace 111(between column 113 does not have), 113 upper and lower part of column is provided with vertical
Column hook 3 each one, it is respectively provided with diagonal brace shackle 4 in lateral diagonal brace or 111 both ends end of longitudinal diagonal brace, the insertion of diagonal brace shackle 4 is vertical
Column hook 3, for reinforcing the lateral resisting wind press capacity of column.
113 upper top of column is respectively provided with groove profile girder steel 131, and transverse beam hack lever has anchor slab 2 13 on 14 end,
The anchor slab two is equipped with screw hole 12, and the groove profile girder steel 131 is with transverse beam hack lever 14 by being connected at screw hole 12 by bolt
It connects, LED light strip 15, when working to tight deadlines for night, the reinforcing bar of operating personnel is equipped among 14 side of transverse beam hack lever
It processes, emergency light 16 is equipped in the middle part of transverse beam hack lever 14, prevents LED light strip when destroying as temporary lighting, the groove profile
Insertion hole 211 is provided on girder steel 131, anti-17 both ends of layer of pounding are inserted into insertion hole 211, are bolted, described anti-
Pounding layer 17 is that black glued mould is mated formation, and sliding slot, hanging equipped with " Jiong " type in sliding slot are equipped with inside the groove profile girder steel 131
It chooses and wears roof beam structure bar 210, overhanging wears the setting of roof beam structure bar 210 in column front end, and the overhanging is worn to be equipped between roof beam structure bar 210 and column
It is vertical that first telescopic rod 6 and the second telescopic rod 7, first telescopic rod 6 and 7 both ends of the second telescopic rod are equipped with vertical U-shaped piece 5 connection
Roof beam structure bar 210 is worn in column 113 and overhanging, and the Cantilever Beams hack lever 210 is equipped with fixation hole 116, and the telescopic rod can be according to overhanging
It wears roof beam structure bar 210 and overhangs length progress free extension out, the fixation hole 116 is according to rod end extension elongation, for fixed overhanging
Roof beam structure bar 210 is worn, it is preferably 30-60 degree that roof beam structure bar 210 and the angle of telescopic rod are worn in overhanging, and stress is relatively reasonable, improves suspension scaffold
The stability of bar, the overhanging, which is worn, installs rain-proof shelter above roof beam structure bar 210, this rain-proof shelter is mounted on without the another of mechanical equipment hoisting
Reinforcing steel processing shed inner space is reduced for the rain cover of steel bar processing machinery equipment in side, and anti-7 top of layer of pounding is equipped with cross
To truss rod 18, the transverse truss bar 18 is fixedly mounted by the screw hole 20 of end anchor slab 3 19 and groove profile girder steel, described cross
It is formed to the truss that truss rod 18 is free extension, when steel bar meter is completed, need to only remove the bolt of end two sides, transverse direction
Truss rod, that is, dismountable packing and transporting；Reinforcing steel processing shed column 113 and vertical, horizontal girder construction connecting node are all made of U-steel
Beam, end are equipped with bolt fastening, guarantee the overall stability and rigidity of structure；Waterproof layer ceiling is equipped with above transverse truss bar
21。
A kind of site sectional reinforcing steel processing shed of the present invention, structure is simple, easy to use, steel bar meter
Ceiling portion setting Double-protection canopy (waterproof layer ceiling 21 and anti-pound layer 17), it is anti-to pound that structure is good, and safety is good；Reinforcing steel processing shed is whole
Structure is reasonable for body, and stability is good；It is extended that roof beam structure bar 210 is worn in overhanging, also adds usable floor area, is used for steel bar meter machine
The rain cover of tool equipment, entire reinforcing steel processing shed only need once to put into production, detachable to reuse, and reduce construction cost safety
Stablize, move, can be able to adequately use for reference use in similar engineering project from now on, expand the scope of application.
The technical means disclosed in the embodiments of the present invention is not limited only to technological means disclosed in above embodiment, further includes
Technical solution consisting of any combination of the above technical features.
Claims (5)
1. a kind of site sectional reinforcing steel processing shed, it is characterised in that: including concrete cushion, column, lateral roof beam structure
Bar, waterproof layer ceiling, is prevented pounding layer longitudiual truss bar；The column is four, constitutes a square structure, the transverse direction roof beam structure
The top between adjacent two root posts is arranged in bar and longitudiual truss bar, and embedded U-shaped screw rod in the concrete cushion is described vertical
Column bottom plate anchor slab is welded below column, anchor slab hole is set on column bottom plate anchor slab, and the column bottom plate anchor slab is solid by U-shaped screw rod
Determine column, each column upper and lower part is respectively arranged with column hook each one, is equipped between adjacent two root posts laterally tiltedly
Support or longitudinal diagonal brace, the transverse direction diagonal brace or longitudinal diagonal brace both ends are equipped with diagonal brace shackle, and diagonal brace shackle is inserted into column hook, side
The front end of shape structure is equipped with groove profile girder steel, transverse beam hack lever end without lateral diagonal brace or longitudinal diagonal brace, the column top
Anchor slab two is had in portion, the anchor slab two is equipped with screw hole, the groove profile girder steel and transverse beam hack lever by leading at screw hole
It crosses and is bolted, intermediate on the inside of the transverse beam hack lever to be equipped with LED light strip, lower section is equipped with emergency and shines in the middle part of transverse beam hack lever
Bright lamp, is provided with insertion hole on the groove profile girder steel, it is described it is anti-pound layer both ends and insert in the hole, be bolted, it is described
Sliding slot is equipped with inside groove profile girder steel, roof beam structure bar is worn in the overhanging equipped with " Jiong " type in sliding slot, and overhanging is worn roof beam structure bar and is arranged before column
End, the overhanging, which is worn, is equipped with the first telescopic rod and the second telescopic rod, first telescopic rod and second between roof beam structure bar and column
Telescopic rod both ends are equipped with vertically U-shaped piece, and the overhanging wears roof beam structure bar equipped with fixation hole, and the overhanging is worn and installed above roof beam structure bar
Rain-proof shelter, equipped with transverse truss bar, the transverse truss bar passes through end anchor slab three and groove profile girder steel on the anti-layer top of pounding
Screw hole is fixedly mounted, and described transverse truss bar is that the truss of free extension forms, and waterproof layer ceiling is equipped with above transverse truss bar.
2. a kind of site sectional reinforcing steel processing shed according to claim 1, it is characterised in that: described to prevent pounding layer
Mat formation for black glued mould.
3. a kind of site sectional reinforcing steel processing shed according to claim 1, it is characterised in that: the overhanging is worn
Angle between roof beam structure bar and the first telescopic rod and the second telescopic rod is 30-60 °.
4. a kind of site sectional reinforcing steel processing shed according to claim 1, it is characterised in that: the transverse beam
Longitudinal girder steel and lateral girder steel are equipped between hack lever and longitudiual truss bar.
5. a kind of site sectional reinforcing steel processing shed according to claim 1, it is characterised in that: the concrete
Cushion thickness is 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910111563.0A CN109812072A (en) | 2019-02-12 | 2019-02-12 | A kind of site sectional reinforcing steel processing shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910111563.0A CN109812072A (en) | 2019-02-12 | 2019-02-12 | A kind of site sectional reinforcing steel processing shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109812072A true CN109812072A (en) | 2019-05-28 |
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ID=66606405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910111563.0A Pending CN109812072A (en) | 2019-02-12 | 2019-02-12 | A kind of site sectional reinforcing steel processing shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109812072A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485757A (en) * | 2019-06-17 | 2019-11-22 | 天祥建设集团股份有限公司 | A kind of steel bar meter field protection canopy |
-
2019
- 2019-02-12 CN CN201910111563.0A patent/CN109812072A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485757A (en) * | 2019-06-17 | 2019-11-22 | 天祥建设集团股份有限公司 | A kind of steel bar meter field protection canopy |
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Application publication date: 20190528 |