CN208073026U - A kind of reinforced steel structure spandrel girder - Google Patents
A kind of reinforced steel structure spandrel girder Download PDFInfo
- Publication number
- CN208073026U CN208073026U CN201820542083.0U CN201820542083U CN208073026U CN 208073026 U CN208073026 U CN 208073026U CN 201820542083 U CN201820542083 U CN 201820542083U CN 208073026 U CN208073026 U CN 208073026U
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- CN
- China
- Prior art keywords
- beam body
- spandrel girder
- bearing beam
- support leg
- connecting seat
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of reinforced steel structure spandrel girders, including a pair of of supporting mechanism, the supporting mechanism includes support base, the top of the support base is equipped with support leg, H profile steel material load-bearing beam body is equipped between the top of the support base, the top of the support leg is equipped with connecting seat, the connecting seat is connected with the support leg by the first screwed plug, the top of the connecting seat is equipped with sliding connection block, the top of the connecting seat is equipped with control deck, the bottom of the control deck offers slip draw-in groove, the sliding connection block sliding is connected to the inside of the slip draw-in groove, card slot is offered at the top of the control deck.By the way that connecting seat and control deck is arranged, avoids traditional steel construction spandrel girder from being attached by welding, avoid weld and corroded and corrosion, to be reinforced steel construction spandrel girder, increase the safety of steel construction spandrel girder.
Description
Technical field
The utility model is related to steel spandrel girder technical field, specially a kind of reinforced steel structure spandrel girder.
Background technology
Steel construction spandrel girder uses the beam that steel manufacture, since the pull resistance of steel, crushing resistance and hardness are higher,
It can be all widely used in numerous fields, such as the flooring in the crane girder and workbench beam, tier building in workshop
Purlin etc. in beam, roof structure can use girder steel；Current steel construction spandrel girder when in use, all passes through mostly
What the mode of welding was attached, and the prolonged exposure of weld can be corroded in air and corrosion, if things go on like this can
Harm is brought to whole building, it is therefore desirable to reinforce to current steel construction spandrel girder.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of reinforced steel structure spandrel girder, solves above-mentioned
The problem of appeared in background technology.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions：A kind of reinforced steel structure spandrel girder, including
A pair of of supporting mechanism, the supporting mechanism include support base, and the top of the support base is equipped with support leg, the support bottom
H profile steel material load-bearing beam body is equipped between the top of seat, the top of the support leg is equipped with connecting seat, the connecting seat and the branch
Support leg is connected by the first screwed plug, and the top of the connecting seat is equipped with sliding connection block, and the top of the connecting seat is equipped with
Deck is controlled, the bottom of the control deck offers slip draw-in groove, and the sliding connection block sliding is connected to the sliding card
The inside of slot offers card slot at the top of the control deck, and the both sides of the H profile steel material load-bearing beam body are connected to the card
The both sides of the inside of slot, the control deck are threaded with the axis that is screwed, and the side of the axis that is screwed extends
To the inside of the card slot, the piecemeal activity of the axis that is screwed inside the card slot is connected with clamping element, the clamping
Side of the part far from the axis that is screwed offers the first checknut, and first checknut is held with the H profile steel material
The cell wall of weight beam body is in contact, and the both sides of the H profile steel material load-bearing beam body and is fixedly connected on the outside of the control deck
There are limited block, the support leg to be connected by support column with the H profile steel material load-bearing beam body.
Preferably, the top of the support base is connected with support leg bottom by the second screwed plug.
Preferably, the support leg is connected with the support column by the first supporting block, and the one of first supporting block
It is fixedly connected on the inside of side and the support leg, the top of first supporting block is fixedly connected with the bottom of the support column.
Preferably, the H profile steel material load-bearing beam body is connected with the support column by the second supporting block, described second
The top of bracer is fixedly connected with the bottom of the H profile steel material load-bearing beam body, side and the support of second supporting block
It is fixedly connected at the top of column.
Preferably, the bottom of the first screwed plug bolt cap is equipped with the antiskid thread for increasing friction.
(3) advantageous effect
The utility model provides a kind of reinforced steel structure spandrel girder.Has following advantageous effect：It is connected by being arranged
Seat and control deck, avoid traditional steel construction spandrel girder from being attached by welding, avoid weld by corruption
Erosion and corrosion increase the safety of steel construction spandrel girder to be reinforced steel construction spandrel girder；It is slided by being arranged
Link block and slip draw-in groove make connecting seat and control deck keep flexible connection, convenient for being installed to steel construction spandrel girder；It is logical
It crosses and is threaded fixing axle, clamping element and the first checknut, make it that clamping be fixed to H profile steel material load-bearing beam body, avoid H
Structural section load-bearing beam body card slot inside shaking, to increase H profile steel material load-bearing girder stability；By the way that limited block is arranged,
H profile steel material load-bearing beam body is limited, avoids H profile steel material load-bearing beam body from being slid from the inside of card slot, increases H profile steel again
Material load-bearing girder stability；By the way that support column is arranged, the effect of Auxiliary support is carried out to H profile steel material load-bearing beam body, while also to H
It is more stable that structural section load-bearing beam body is limited, fixed and kept it to be connect with support leg；Pass through the above all parts
It is used cooperatively, H profile steel material load-bearing beam body is reinforced, H profile steel material load-bearing beam body is avoided all around to shake, increase H profile steel
The stability of material load-bearing beam body makes entire steel construction spandrel girder be strengthened.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model card slot side view；
Fig. 3 is the utility model antiskid thread enlarged diagram；
Fig. 4 is the upward view of the utility model slip draw-in groove.
In figure：1 supporting mechanism, 2 support bases, 3 support legs, 4H structural section load-bearing beam body, 5 connecting seats, 6 first screw threads
Bolt, 7 sliding connection blocks, 8 control decks, 9 slip draw-in grooves, 10 card slots, 11 are screwed axis, 12 clamping elements, 13 first locking spiral shells
Line, 14 limited blocks, 15 support columns, 16 second supporting blocks, 17 first supporting blocks, 18 second screwed plugs, 19 antiskid threads.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Figs 1-4, the utility model provides a kind of technical solution：A kind of reinforced steel structure spandrel girder, including one
To supporting mechanism 1, the supporting mechanism 1 includes support base 2, and the top of the support base 2 is equipped with support leg 3, the branch
The top of support pedestal 2 is connected with 3 bottom of support leg by the second screwed plug 18, and H is equipped between the top of the support base 2
The top of structural section load-bearing beam body 4, the support leg 3 is equipped with connecting seat 5, and the connecting seat 5 passes through first with the support leg 3
Screwed plug 6 is connected, and the bottom of first screwed plug, 6 bolt cap is equipped with the antiskid thread 19 for increasing friction.The connection
The top of seat 5 is equipped with sliding connection block 7, and the top of the connecting seat 5 is equipped with control deck 8, by the way that connecting seat 5 and control is arranged
Deck 8 avoids traditional steel construction spandrel girder from being attached by welding, avoids weld and is corroded and become rusty
Erosion increases the safety of steel construction spandrel girder, the bottom of the control deck 8 to be reinforced steel construction spandrel girder
Portion offers slip draw-in groove 9, by the way that sliding connection block 7 and slip draw-in groove 9 is arranged, makes connecting seat 5 and control 8 holding activity of deck
Connection, convenient for being installed to steel construction spandrel girder, the sliding connection block 7 slides the inside for being connected to the slip draw-in groove 9,
The top of the control deck 8 offers card slot 10, and the both sides of the H profile steel material load-bearing beam body 4 are connected to the card slot 10
Inside, it is described control deck 8 both sides be threaded with the axis 11 that is screwed, the side for being screwed axis 11 is prolonged
The inside of the card slot 10 is extended to, the piecemeal activity of the axis 11 that is screwed inside the card slot 10 is connected with clamping element
12, side of the clamping element 12 far from the axis 11 that is screwed offers the first checknut 13, solid by being threaded
Dead axle 11, clamping element 12 and the first checknut 13 make it that clamping be fixed to H profile steel material load-bearing beam body 4, avoid H profile steel
Material load-bearing beam body 4 card slot 10 inside shaking, to increase by 4 stability of H profile steel material load-bearing beam body, first checknut
13 are in contact with the cell wall of the H profile steel material load-bearing beam body 4, the both sides of the H profile steel material load-bearing beam body 4 and be located at the control
The outside of deck 8 is fixedly connected with limited block 14, by the way that limited block 14 is arranged, limits, avoids to H profile steel material load-bearing beam body 4
Exempt from H profile steel material load-bearing beam body 4 to slide from the inside of card slot 10, increases by 4 stability of H profile steel material load-bearing beam body, the branch again
Support leg 3 is connected with the H profile steel material load-bearing beam body 4 by support column 15, by the way that support column 15 is arranged, to H profile steel material load-bearing
Beam body 4 carries out the effect of Auxiliary support, while also being limited, fixed and being kept itself and support leg to H profile steel material load-bearing beam body 4
3 connections are more stablized, and the support leg 3 is connected with the support column 15 by the first supporting block 17, first support
The side of block 17 is fixedly connected with the inside of the support leg 3, top and the support column 15 of first supporting block 17
Bottom is fixedly connected, and the H profile steel material load-bearing beam body 4 is connected with the support column 15 by the second supporting block 16, and described
The top of two supporting blocks 16 is fixedly connected with the bottom of the H profile steel material load-bearing beam body 4, the side of second supporting block 16 with
The top of the support column 15 is fixedly connected.
In use, by the way that connecting seat 5 and control deck 8, the side for avoiding traditional steel construction spandrel girder from passing through welding is arranged
Formula is attached, and is avoided weld and is corroded and corrosion, to be reinforced steel construction spandrel girder, increases steel knot
The safety of structure spandrel girder；By the way that sliding connection block 7 and slip draw-in groove 9 is arranged, make connecting seat 5 and control 8 holding activity of deck
Connection, convenient for being installed to steel construction spandrel girder；By being threaded fixing axle 11, clamping element 12 and the first checknut
13, make it that clamping be fixed to H profile steel material load-bearing beam body 4, avoids H profile steel material load-bearing beam body 4 in the inside shaking of card slot 10,
To increase by 4 stability of H profile steel material load-bearing beam body；By the way that limited block 14 is arranged, H profile steel material load-bearing beam body 4 is limited, is avoided
Exempt from H profile steel material load-bearing beam body 4 to slide from the inside of card slot 10, increases by 4 stability of H profile steel material load-bearing beam body again；By setting
Support column 15 is set, the effect of Auxiliary support is carried out to H profile steel material load-bearing beam body 4, while also being carried out to H profile steel material load-bearing beam body 4
Limit, fix and keep it to be connect with support leg 3 more stable.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof, it should be noted that this article
The electric elements of middle appearance are electrically connected with extraneous main controller and 220V alternating currents, and main controller can be that computer etc. plays control
The conventionally known equipment of system.
Claims (5)
1. a kind of reinforced steel structure spandrel girder, including a pair of of supporting mechanism (1), it is characterised in that：Supporting mechanism (1) packet
Support base (2) is included, the top of the support base (2) is equipped with support leg (3), is set between the top of the support base (2)
There are H profile steel material load-bearing beam body (4), the top of the support leg (3) to be equipped with connecting seat (5), the connecting seat (5) and the support
Leg (3) is connected by the first screwed plug (6), and the top of the connecting seat (5) is equipped with sliding connection block (7), the connecting seat
(5) top is equipped with control deck (8), and the bottom of the control deck (8) offers slip draw-in groove (9), described to be slidably connected
Block (7) slides the inside for being connected to the slip draw-in groove (9), and card slot (10) is offered at the top of the control deck (8), described
The both sides of H profile steel material load-bearing beam body (4) are connected to the inside of the card slot (10), the equal spiral shell in both sides of the control deck (8)
Line is connected with the axis that is screwed (11), and the side of the axis that is screwed (11) all extends to the inside of the card slot (10), institute
The piecemeal activity for stating the internal axis (11) that is screwed of card slot (10) is connected with clamping element (12), and the clamping element (12) is remote
Side from the axis that is screwed (11) offers the first checknut (13), first checknut (13) and the H
The cell wall of structural section load-bearing beam body (4) is in contact, the both sides of the H profile steel material load-bearing beam body (4) and be located at the control deck
(8) limited block (14) is fixedly connected on the outside of, the support leg (3) passes through support column with the H profile steel material load-bearing beam body (4)
(15) it is connected.
2. a kind of reinforced steel structure spandrel girder according to claim 1, it is characterised in that：The support base (2)
Top is connected with support leg (3) bottom by the second screwed plug (18).
3. a kind of reinforced steel structure spandrel girder according to claim 1, it is characterised in that：The support leg (3) and institute
It states support column (15) by the first supporting block (17) to be connected, side and the support leg (3) of first supporting block (17)
Inside be fixedly connected, the top of first supporting block (17) is fixedly connected with the bottom of the support column (15).
4. a kind of reinforced steel structure spandrel girder according to claim 1, it is characterised in that：The H profile steel material spandrel girder
Body (4) is connected with the support column (15) by the second supporting block (16), top and the H of second supporting block (16)
The bottom of structural section load-bearing beam body (4) is fixedly connected, the top of the side and the support column (15) of second supporting block (16)
Portion is fixedly connected.
5. a kind of reinforced steel structure spandrel girder according to claim 1, it is characterised in that：First screwed plug (6)
The bottom of bolt cap is equipped with the antiskid thread (19) for increasing friction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820542083.0U CN208073026U (en) | 2018-04-17 | 2018-04-17 | A kind of reinforced steel structure spandrel girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820542083.0U CN208073026U (en) | 2018-04-17 | 2018-04-17 | A kind of reinforced steel structure spandrel girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208073026U true CN208073026U (en) | 2018-11-09 |
Family
ID=64041994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820542083.0U Expired - Fee Related CN208073026U (en) | 2018-04-17 | 2018-04-17 | A kind of reinforced steel structure spandrel girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208073026U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749489A (en) * | 2020-07-08 | 2020-10-09 | 梁春梅 | Steel structure house and installation method thereof |
| CN113107224A (en) * | 2021-03-31 | 2021-07-13 | 北京元亨凯瑞工程设计有限公司 | Steel construction building roof beam reinforced structure |
-
2018
- 2018-04-17 CN CN201820542083.0U patent/CN208073026U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111749489A (en) * | 2020-07-08 | 2020-10-09 | 梁春梅 | Steel structure house and installation method thereof |
| CN113107224A (en) * | 2021-03-31 | 2021-07-13 | 北京元亨凯瑞工程设计有限公司 | Steel construction building roof beam reinforced structure |
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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: 20181109 Termination date: 20210417 |