CN206418817U - A kind of assembled arch steel machining shed - Google Patents
A kind of assembled arch steel machining shed Download PDFInfo
- Publication number
- CN206418817U CN206418817U CN201720036275.XU CN201720036275U CN206418817U CN 206418817 U CN206418817 U CN 206418817U CN 201720036275 U CN201720036275 U CN 201720036275U CN 206418817 U CN206418817 U CN 206418817U
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- steel
- column
- shed
- bolt
- assembled arch
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Abstract
The utility model is related to the infrastructure technique field of building trade, and in particular to a kind of assembled arch steel machining shed.The reinforcing steel processing shed passes through pre-embedded bolt, special steel column base structure, column loose joint device, flange buckle etc., if dry part is connected to become into overall reliable arch steel machining shed skeleton, the connecting portion is fixed using the screw and nut of matching, finally lays purlin and color steel tile.The utility model provides a kind of assembled arch steel machining shed, and the reinforcing steel processing shed has attractive in appearance, practical, safe, the repeatable characteristic utilized, and installing/dismounting is efficient and convenient.After the reinforcing steel processing shed is using terminating, reinforcing steel processing shed is resolved into numerous components, other building sites are transported to, to reach quick turnover, recycling, cost-effective purpose.
Description
Technical field
The utility model is related to the infrastructure technique field of building trade, and in particular to a kind of assembled arch steel adds
Builder's temporary shed.
Background technology
Building engineering construction scene is general using live concentrated processing reinforcing bar, therefore needs are built and added for carrying out concentrated tendon
The reinforcing steel processing shed of work, construction site is provided for bar straightening, reinforcing bar fracture, bar bending shaping and bar connecting.Existing
In reinforcement shed construction technology, set reinforcing steel processing shed is mainly setting shaped steel or steel pipe, then passes through each component
It is welded together.The following problem of reinforcing steel processing shed generally existing of this type：First, processing and making process needs big
Measure welding job, it is high to welding process requirement, dismantled when building site complete it is difficult, it is necessary to a large amount of manpowers progress cutting operations,
It is time-consuming；2nd, integrality is destroyed this kind of reinforcement shed after removal, is typically no longer used in turn, weight serious to waste of material
Multiple utilization rate is low；If the 3, reusing the type reinforcement shed, security, usability can not be protected, and outward appearance is by broken
It is bad.
Utility model content
The utility model provides a kind of assembled arch steel machining shed, and the reinforcing steel processing shed has attractive in appearance, practical, peace
Entirely, the characteristic utilized is repeated, and installing/dismounting is efficient and convenient.During reinforcing steel processing shed structure manufacture, reasonable arrangement is each
Pipeline joint, by non-solder mode, saves workman and welds this complex steps, by basis, vertical rod, arc support, pipe diagonal brace
Connected Deng component, so that arch steel machining shed skeleton be put up, finally lay purlin square steel and color steel tile, formed
Complete arch steel machining shed.After the reinforcing steel processing shed is using terminating, by the bolt of solution junction unless each, by reinforcing bar
Machining shed resolves into numerous components, transports other building sites to, to reach quick turnover, recycling, cost-effective purpose.
In order to solve the above-mentioned technical problem, the technical solution of the utility model is realized in：
A kind of assembled arch steel machining shed, it is characterised in that：The reinforcing steel processing shed includes two parallel bar shaped bases
Plinth, steel column, steel truss and arc steelframe, are interval with pre-embedded steel slab in the strip footing, and the pre-embedded steel slab passes through height
Strong column bolt is set；One end of the steel column is provided with steel column base structure, and the top of the steel column is provided with column loose joint device, will
The steel column base structure is fixed on the high-strength column bolt；The end of the steel truss is provided with fixed plate, and the column is lived
The homonymy both sides of connection device are respectively equipped with the fixed plate being engaged with the fixed plate, and the steel truss and the steel column are using admittedly
Fixed board is bolted；The tip shelf of the steel column is provided between arc steelframe, two arc steelframes to be connected by flange
The mode connect is connected.
Further, the column loose joint device is that two steel column base structures are bolted fixed form.
Further, the reinforcing steel processing shed also includes pipe diagonal brace, and the end of the pipe diagonal brace is provided with fixed plate, described vertical
Post loose joint device is additionally provided with the fixed plate being engaged with the fixed plate of the pipe diagonal brace end, and the steel column and the pipe are oblique
Support is bolted.
Further, the steel column base structure is to weld steel kind design steel plate, the steel kind design steel plate on the top of the steel column
It is identical with the pre-embedded steel slab specification, and set suspension column to put more energy between the top surrounding and the steel kind design steel plate of the steel column
Plate.
Further, the strip footing is to be fixed on ground, the bar by the high-strength column bolt and foundation bolt
Shape basic internal is provided with rectangle steel reinforcement cage, and the foundation bolt passes through lower margin steel plate and is pressed in the bottom master of the rectangle steel reinforcement cage
On muscle, the high-strength column bolt is through the pre-embedded steel slab and is pressed in the top cage bar of the rectangle steel reinforcement cage.
Further, purlin square steel is installed on the arc steelframe, color steel tile is laid on square steel.
Further, the steel truss and the arc steelframe use truss structure.
What the utility model was produced has the beneficial effect that：
The utility model is simple in construction, easy to make, greatly reduces in reinforcing steel processing shed makes demolishing process
Complicated procedures.The making of each component can be completed on ground, it is only necessary to set up simple rack and coordinate loop wheel machine to carry out peace installation and dismantling
Remove, speed of application is fast.Material can be used in turn, and convenient transportation is safe and reliable, reduce the operation cost of enterprise.Inside adds
If pipe diagonal brace and girder truss, increase structural stability.Simultaneously using arch steel ceiling from heavy and light, span is big, and space is open,
Bear larger sleet load.
Brief description of the drawings
Fig. 1 is strip footing schematic longitudinal section of the present utility model；
Fig. 2 is schematic cross-sectional view of the strip footing of the present utility model at high-strength column bolt；
Fig. 3 is schematic cross-sectional view of the strip footing of the present utility model at foundation bolt；
Fig. 4 is steel column base structure schematic elevation view of the present utility model；
Fig. 5 is steel column base structure schematic top plan view of the present utility model；
Fig. 6 is steel column loose joint schematic device of the present utility model；
Fig. 7 is schematic elevation view of the present utility model；
Fig. 8 is schematic top plan view of the present utility model；
Fig. 9 is schematic side view of the present utility model；
In figure：1- cage bars, 2- stirrups, 2-1- encrypted areas stirrup, 2-2- non-encrypted areas stirrup, 3- ground, 4- foundation bolts,
5- lower margins steel plate, 6- nuts, 7- pre-embedded steel slabs, 8- steel kind designs steel plate, 9- suspension columns stiffener, the high-strength column bolts of 10-, 11- circles
Pipe steel column, 12-1- upper mounted plates, 12-2- bottom plates, 12-3- pipes fixed plate, 13- pipes diagonal brace, 14- steel truss, 15-
Arc steelframe, 16- flange buckles, 17- purlins square steel, 18- color steel tiles, 19- strip footings.
Embodiment
Come further details of explanation the utility model, but the utility model with specific embodiment below in conjunction with the accompanying drawings
Protection domain be not limited to this.
A kind of assembled arch steel machining shed, builds a long 20m, width 17m, high 6.5m arch steel machining shed,
Wherein the height of arc canopy is 2m, and the height of steel truss is 0.5m, strip footing 19 is built in both sides as needed first, in bar
5 pipe steel columns are uniformly arranged on shape basis 19 respectively, set steel truss to surround one between two adjacent pipe steel columns
Square, the setting steel pipe diagonal brace between outermost two pipe steel columns on length direction of closing, finally lifts arc steel truss
Frame.Specific implementation process is as follows：
Step 1: building the strip footing of both sides：High-strength column bolt and foundation bolt are fixed on mattess, spread
If the bottom cage bar of strip footing 19, mounting foot steel plate and fixation.Remaining cage bar and stirrup are set up, pre-embedded steel slab is fixed, so
Shuttering, pours bar base concrete afterwards.It is specific as follows：
As shown in Figure 1, Figure 2 and Figure 3, one group of high-strength column bolt 10,1 is set on the position of strip footing 19 every 5m
Group 4, two rows two row are set, and are inserted mattess 20cm below 3, are fixed on mattess.With the high-strength suspension column spiral shell of the group
One group of foundation bolt 4 is set respectively on 0.5m position before and after centered on bolt 10, one group two, in the width side of strip footing 19
Set up, it is same to insert bottom surface 20cm once, it is fixed on mattess 3.
Rectangle steel reinforcement cage is set, and the bottom cage bar and top cage bar of rectangle steel reinforcement cage are uniformly arranged 5 cage bars 1, two respectively
Side respectively sets a cage bar 1.The bottom cage bar of strip footing 19 is laid first, then mounting foot steel plate 5 and fixation.Lower margin steel
Plate 5 is provided with two through holes being engaged with foundation bolt 4, and foundation bolt 4 is by the way that the through hole is through lower margin steel plate 5 and passes through nut
6 fix, and be pressed in by lower margin steel plate 5 in the bottom cage bar of steel reinforcement cage, steel reinforcement cage is securely seated between on ground.Then set up
Remaining cage bar and stirrup.The setting rule of stirrup 2 is：It is to add in 1m width ranges centered on one group of high-strength column bolt 10
Mi Qu, encrypted area stirrup 2-1 is set every 10cm；Other regions are non-encrypted area, and non-encrypted area stirrup 2-2 is set every 20cm.
After rectangle steel reinforcement cage is set up, by pre-embedded steel slab 7 is through one group of high-strength column bolt 10 and is pressed in rectangle reinforcing bar
In the top cage bar of cage, pre-embedded steel slab 7 is provided with the through hole being engaged with the high-strength column bolt of the group 10, the high-strength suspension column spiral shell of the group
Bolt 10 passes through pre-embedded steel slab 7 by the through hole, and then shuttering, pours strip footing concrete.
Step 2: building supporting construction：Steel kind design steel plate and suspension column stiffener are welded in the termination of pipe steel column, in side
Plate is welded and fixed, after strip footing concrete reaches some strength, pipe steel column is installed in the high-strength of strip footing 19
On column bolt 10, nut 6 is screwed on, and pipe diagonal brace is installed in place.It is specific as follows：
As shown in Figure 4 and Figure 5, in the top of pipe steel column 11 welding steel kind design steel plate 8, steel kind design steel plate 8 and pre-embedded steel slab 7
Specification it is identical.4 suspension column stiffeners 9 are symmetrical arranged between the top surrounding of pipe steel column 11 and the steel kind design steel plate 8, are increased
Plus structural stability.The steel column base structure is detachably linked with other parts by bolt 10 and nut 6.
As shown in Fig. 6, Fig. 7 and Fig. 9, fixed plate is respectively welded in the end of pipe diagonal brace 13 and steel truss 14.Two circles
Pipe steel column 11 gets up to constitute column loose joint device by steel column base structure using bolt connection, and column loose joint device is by two steel
Suspension column steel plate 8 is tightly combined together by bolt, so that two pipe steel columns be connected, is equipped with steel column base structure
Suspension column stiffener 9, is capable of the stability of enhancing structure.And weld solid corresponding with steel truss 14 at the upward 30cm in junction
At fixed board 12-1, downward 20cm and at 15cm each welding bottom plate 12-2 corresponding with steel truss 14 and with 13 pairs of pipe diagonal brace
The pipe fixed plate 12-3 answered.Flange buckle 16 is set in the centre position of two parts arc steelframe 15, by bolt by two parts
Arc steelframe 15 is connected, and is lifted on pipe steel column 11, then installs steel truss 14.It is bolted corresponding fixation
Plate, realizes the connection of pipe steel column 11 and steel truss 14 and pipe diagonal brace 13.Steel truss 14 surrounds one by pipe steel column 11
The square structure of closing.Steel pipe diagonal brace 13, pipe diagonal brace 13 are set between outermost two pipe steel columns on length direction
Add structural stability.
Step 3: purlin square steel is installed in place, color steel tile is laid.
As shown in Figure 8 and Figure 9, purlin square steel 17 is arranged on arc steelframe 14, purlin square steel is 80*40*2mm, is laid
21 rows, then in the top laying 0.5mm color steel tiles 18 of arc steelframe 14.Steel truss can also be increased in each arc steelframe midpoint
Frame 14, increases structural stability.
Flange buckle 16, pipe steel column 11 and steel truss 14 and pipe diagonal brace 13, pipe steel column between arc steelframe 14
11 with strip footing 19, connected between them using bolt and nut, remove convenient and swift, can accomplish to repeat profit
With time and labour saving.
It is noted that above-described embodiment is to the illustrative and not limiting of technical solutions of the utility model, affiliated technology neck
The equivalent substitution of domain those of ordinary skill or the other modifications made according to prior art, as long as not exceeding the utility model skill
The thinking and scope of art scheme, should be included within the interest field required by the utility model.
Claims (7)
1. a kind of assembled arch steel machining shed, it is characterised in that：The reinforcing steel processing shed include two parallel strip footings,
Steel column, steel truss and arc steelframe, are interval with pre-embedded steel slab in the strip footing, and the pre-embedded steel slab passes through high-strength column
Foot bolt is set；One end of the steel column is provided with steel column base structure, and the top of the steel column is provided with column loose joint device, will be described
Steel column base structure is fixed on the high-strength column bolt；The end of the steel truss is provided with fixed plate, the column loose joint dress
The homonymy both sides put are respectively equipped with the fixed plate being engaged with the fixed plate, and the steel truss and the steel column utilize fixed plate
It is bolted；The tip shelf of the steel column is provided with what is connected between arc steelframe, two arc steelframes by flange
Mode is connected.
2. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：The column loose joint device
Fixation is bolted for two steel column base structures to form.
3. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：The reinforcing steel processing shed is also wrapped
Pipe diagonal brace is included, the end of the pipe diagonal brace is provided with fixed plate, and the column loose joint device is additionally provided with and the pipe diagonal brace
The fixed plate that the fixed plate of end is engaged, the steel column is bolted with the pipe diagonal brace.
4. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：The steel column base structure is
Steel kind design steel plate is welded on the top of the steel column, the steel kind design steel plate is identical with the pre-embedded steel slab specification, and described
Suspension column stiffener is set between the top surrounding of steel column and the steel kind design steel plate.
5. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：The strip footing is logical
Cross the high-strength column bolt and foundation bolt is fixed on inside ground, the strip footing and is provided with rectangle steel reinforcement cage, describedly
Foot bolt is through lower margin steel plate and is pressed in the bottom cage bar of the rectangle steel reinforcement cage, and the high-strength column bolt passes through pre-buried steel
Plate is simultaneously pressed in the top cage bar of the rectangle steel reinforcement cage.
6. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：Pacify on the arc steelframe
Equipped with purlin square steel, color steel tile is laid on square steel.
7. a kind of assembled arch steel machining shed according to claim 1, it is characterised in that：The steel truss and described
Arc steelframe uses truss structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720036275.XU CN206418817U (en) | 2017-01-12 | 2017-01-12 | A kind of assembled arch steel machining shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720036275.XU CN206418817U (en) | 2017-01-12 | 2017-01-12 | A kind of assembled arch steel machining shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206418817U true CN206418817U (en) | 2017-08-18 |
Family
ID=59571140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720036275.XU Expired - Fee Related CN206418817U (en) | 2017-01-12 | 2017-01-12 | A kind of assembled arch steel machining shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206418817U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733979A (en) * | 2020-07-02 | 2020-10-02 | 苏州中材建设有限公司 | Large-span steel truss structure of cement production line |
| CN113585458A (en) * | 2021-05-25 | 2021-11-02 | 安徽中亚钢结构工程有限公司 | Cross-shaped section column steel frame beam column assembly type node with space inclined strut |
-
2017
- 2017-01-12 CN CN201720036275.XU patent/CN206418817U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733979A (en) * | 2020-07-02 | 2020-10-02 | 苏州中材建设有限公司 | Large-span steel truss structure of cement production line |
| CN113585458A (en) * | 2021-05-25 | 2021-11-02 | 安徽中亚钢结构工程有限公司 | Cross-shaped section column steel frame beam column assembly type node with space inclined strut |
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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: 20170818 Termination date: 20190112 |