CN207863301U - A kind of reinforcement structure for C-type steel - Google Patents
A kind of reinforcement structure for C-type steel Download PDFInfo
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- CN207863301U CN207863301U CN201820014678.9U CN201820014678U CN207863301U CN 207863301 U CN207863301 U CN 207863301U CN 201820014678 U CN201820014678 U CN 201820014678U CN 207863301 U CN207863301 U CN 207863301U
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- type steel
- side wall
- transverse slat
- reinforcer
- upper side
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Abstract
The utility model is related to a kind of reinforcement structures for C-type steel, belong to shaped steel reinforcement structure technical field, C-type steel includes bottom plate, it is fixedly arranged on the upper side wall and lower wall at bottom plate both ends, upper side wall and lower wall are located at bottom plate homonymy, upper side wall is installed with upper side wall flanging, lower wall is installed with lower wall flanging, reinforcement structure includes the upper reinforcer being removably connected on the outside of C-type steel, upper reinforcer includes transverse slat, the starting stave to fit with bottom plate and the second riser to fit with upper side wall flanging, transverse slat and the setting of upper side wall interval, the both ends of transverse slat are fixedly arranged on starting stave respectively, on second riser.The reinforcement structure of the utility model improves the intensity of C-type steel in the case where that need not increase C-type steel size, thickness.
Description
Technical field
The utility model is related to shaped steel reinforcement structures, more particularly to a kind of reinforcement structure for C-type steel.
Background technology
Purlin is the horizontal part being distributed along roof length, is located on principal rafter, is mainly used for supporting secondary room rafter.C-type steel
A kind of purlin generally used in being built as Modern Steel Structure, is widely welcome.C-type steel is C-shape one in section
Kind steel construction.In the prior art in order to increase the intensity of C-type steel, generally changed by way of increasing C-type steel size, thickness
Into.However improve requirement to C-type steel former while increasing C-type steel size, thickness, C-type steel size, thickness
Increase not only increases production difficulty, but also makes existing equipment from meeting the needs of to C-type steel, if more exchange device, invisible
In increase production cost.
Utility model content
The purpose of this utility model is to provide a kind of reinforcement structures for C-type steel, need not increase C-type steel ruler
In the case of very little, thickness, the intensity of C-type steel is improved.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of reinforcement structure for C-type steel, the C-type steel includes bottom plate, be fixedly arranged on bottom plate both ends upper side wall and under
Side wall, the upper side wall and lower wall are located at bottom plate homonymy, and the upper side wall is installed with upper side wall flanging, and the lower wall is fixed
It includes the upper reinforcer being removably connected on the outside of C-type steel to have lower wall flanging, the reinforcement structure, and the upper reinforcer is under
Reinforcement structure is identical, and is symmetrically disposed on C-type steel both sides, and the upper reinforcer includes first that transverse slat and bottom plate fit
Riser and the second riser to fit with upper side wall flanging, the transverse slat and the setting of upper side wall interval, the both ends of the transverse slat
It is fixedly arranged on starting stave respectively, on the second riser.
By using above-mentioned technical proposal, upper reinforcer is removably connected in C-type steel, do not change do not change it is original
In the case of C-type steel thickness, size, the stress of C-type steel unit area is reduced, improves the intensity of C-type steel, simultaneously because on
The transverse slat of reinforcer and the setting of upper side wall interval, and upper plenum is formed with upper side wall, it is shaken by outside in reinforcement structure, C-type steel
When dynamic, upper plenum plays good cushioning effect, to increase the service life of reinforcement structure and C-type steel；And reinforcing
When structure, C-type steel are by external hum, upper plenum can also play the role of good noise elimination.
The utility model is further arranged to：The reinforcement structure further include be removably connected to lower on the outside of C-type steel plus
Strong part, the upper reinforcer is identical with lower reinforcement structure, and the upper reinforcer and lower reinforcer are symmetrically disposed in C-type steel
Lower both sides.
By using above-mentioned technical proposal, the intensity of C-type steel, and upper reinforcer and lower reinforcer knot are further improved
Structure is identical so that processing, the installation of reinforcement structure are more convenient.
The utility model is further arranged to：Second riser is in the limit for being installed with L-shaped setting far from transverse slat one end
Position plate, the limiting plate and the second riser form the gap for being arranged upper side wall flanging.
By using above-mentioned technical proposal, the limiting plate of upper reinforcer, prevent reinforcer under self gravitation effect under
It moves, the upper plenum in reduction between the transverse slat and upper side wall of reinforcer influences booster action of the reinforcer to C-type steel.
The utility model is further arranged to：It is installed between the starting stave, the second riser and fits with upper side wall
Reinforcement transverse slat.
By using above-mentioned technical proposal, reinforce the transverse strength that transverse slat not only increases reinforcer, simultaneously because plus
Tyrannical plate fits with upper side wall, limits reinforcer in the installation site of C-type steel, the work of limit is played to upper reinforcer
With.
The utility model is further arranged to：The upper reinforcer includes being fixedly arranged between starting stave and transverse slat and is in L
It first connecting plate of type setting and is fixedly arranged between the second riser and transverse slat and the second connecting plate of L-shaped setting, described the
One connecting plate includes the first connection transverse slat and the second connection riser, and first connection transverse slat surface is affixed with upside wall surface
It closes, second connecting plate includes the second connection transverse slat and the second connection riser, and described second connects transverse slat surface and upper side wall
Surface fits.
By using above-mentioned technical proposal, since the first connecting plate, the second connecting plate are fixedly arranged on transverse slat, starting stave,
Between two risers, increase the longitudinal strength of reinforcer, simultaneously because first connection transverse slat, second connection transverse slat respectively with it is upper
Side wall fits, and limits reinforcer in the installation site of C-type steel, plays the role of limit to upper reinforcer.
The utility model is further arranged to：Transverse slat connection be bent to form it is several fit with upside wall surface it is convex
It rises.
By using above-mentioned technical proposal, protrusion not only increases the longitudinal strength of reinforcer, and increases and add
The transverse strength of strong part limits reinforcer in the installation site of C-type steel simultaneously because protrusion fits with upper side wall, right
Upper reinforcer plays the role of limit.
The utility model is further arranged to：Reinforcing plate is provided between the starting stave and the second riser, it is described to add
Strong plate includes the first reinforcement inclined plate for being fixedly arranged on starting stave upper end, is installed with the second of the second riser upper end reinforce inclined plate and
The reinforcement connecting plate to fit with upper side wall, it is described reinforce connecting plate both ends be fixedly arranged on respectively the first reinforcement inclined plate, second plus
On strong inclined plate.
By using above-mentioned technical proposal, stablize three due to being formed between the first reinforcement inclined plate, starting stave and upper side wall
It is angular, stable triangle is formed between the second reinforcement inclined plate, the second riser and upper side wall, not only increases the strong of reinforcer
Degree, also improves its antitorque bearing capacity.It fits with upper side wall simultaneously because reinforcing connecting plate, limits reinforcer in C
The installation site of shaped steel plays the role of limit to upper reinforcer.
The utility model is further arranged to：The transverse slat replaces with connecting plate, and the connecting plate includes being fixedly arranged on first
First inclined plate of riser upper end, the second inclined plate for being installed with the second riser upper end and the connection transverse slat to fit with upper side wall,
The both ends of the connection transverse slat are fixedly arranged on the first inclined plate, on the second inclined plate respectively.
By using above-mentioned technical proposal, due to forming stable triangle between the first inclined plate, starting stave and upper side wall,
Stable triangle is formed between second inclined plate, the second riser and upper side wall, the intensity of reinforcer is not only increased, also improves
Its antitorque bearing capacity.Simultaneously because connection transverse slat fits with upper side wall, reinforcer is limited in the installation position of C-type steel
It sets, plays the role of limit to upper reinforcer, while making the processing of upper reinforcer more convenient.
The utility model is further arranged to：The starting stave, which is spaced apart, is equipped with several limiting slots, and the C-type steel is fixed
There are several gag lever posts compatible with limiting slot.
By using above-mentioned technical proposal, gag lever post is contacted in limiting slot, is prevented since upper reinforcer is in itself weight
Under the influence of power so that upper reinforcer position is moved, and booster action of the reinforcer to C-type steel is influenced.
The utility model is further arranged to：The upper reinforcer is identical with C-type steel thickness.
By using above-mentioned technical proposal, when C-type steel and upper reinforcer bear load-carrying, the two energy while stress avoid
A part of stress is big, another part stress is small, prevents the fracture of the two junction.
In conclusion the utility model has the advantages that：
1, since upper reinforcer, lower reinforcer are removably connected on the outside of C-type steel, do not changing original C-type steel thickness, ruler
In the case of very little, the stress of C-type steel unit area is reduced, improves the intensity of C-type steel, while also improving the anti-of C-type steel
Turn round bearing capacity；
2, since the transverse slat of upper reinforcer and upper side wall interval are arranged, and transverse slat forms upper plenum, lower reinforcement with upper side wall
Part forms lower cavity with lower wall, and upper plenum, lower cavity play the role of good damping, noise elimination；
3, protrusion not only increases the longitudinal strength of reinforcer, and increases the transverse strength of reinforcer, simultaneously
Play the role of limit to upper reinforcer；
4, due to forming stable triangle between reinforcing plate and upper side wall, the intensity of reinforcement structure is not only increased, is also carried
Its high antitorque bearing capacity, while playing the role of limit to upper reinforcer；
5, it by the cooperation of gag lever post and limiting slot, prevents reinforcer position from moving, influences reinforcer to c-type
The booster action of steel.
Description of the drawings
Fig. 1 is the schematic diagram of embodiment 1；
Fig. 2 is the schematic diagram of embodiment 2；
Fig. 3 is the schematic diagram of embodiment 3；
Fig. 4 is the schematic diagram of embodiment 4；
Fig. 5 is the schematic diagram of embodiment 5；
Fig. 6 is the schematic diagram of embodiment 6；
Fig. 7 is the schematic diagram of embodiment 7；
Fig. 8 is the schematic diagram of embodiment 8.
In figure, 1, C-type steel；11, bottom plate；12, upper side wall；121, upper side wall flanging；13, lower wall；131, lower wall is rolled over
Side；2, upper reinforcer；21, transverse slat；22, starting stave；23, the second riser；231, limiting plate；2311, transverse slat is limited；2312、
Limit riser；24, reinforce transverse slat；25, the first connecting plate；251, the first connection transverse slat；252, the first connection riser；26, second
Connecting plate；261, the second connection transverse slat；262, the second connection riser；27, raised；28, reinforcing plate；281, reinforce connecting plate；
282, first reinforces inclined plate；283, second reinforces inclined plate；29, connecting plate；291, transverse slat is connected；292, the first inclined plate；293,
Two inclined plates；3, lower reinforcer；4, gag lever post.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.The identical attached drawing of wherein identical parts
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to
It is the direction in attached drawing, word " bottom plate " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment 1, a kind of reinforcement structure for C-type steel in conjunction with shown in Fig. 1, including are removably connected to outside C-type steel 1
The upper reinforcer 2 of side and lower reinforcer 3.
In conjunction with shown in Fig. 1, C-type steel 1 is integrally formed setting, and C-type steel 1 includes bottom plate 11, and 11 both ends of bottom plate are vertically installed with
Upper side wall 12 and lower wall 13, upper side wall 12 and lower wall 13 are located at 11 homonymy of bottom plate.Upper side wall 12 is in far from 11 one end of bottom plate
Vertical to be installed with upper side wall flanging 121, upper side wall flanging 121 is located at 11 homonymy of bottom plate with bottom plate 11.Lower wall 13 is in the bottom of far from
11 one end of plate is vertically installed with lower wall flanging 131, and lower wall flanging 131 is located at 11 homonymy of bottom plate with bottom plate 11.Lower wall is rolled over
Gap is formed between side 131 and upper side wall flanging 121.
In conjunction with shown in Fig. 1, lower reinforcer 3 is identical with 2 structure of upper reinforcer, and upper reinforcer 2 and lower reinforcer 3 are symmetrically set
It is placed in the both sides up and down of C-type steel 1.Upper reinforcer 2 is integrally formed setting, and the thickness phase of the thickness of upper reinforcer 2 and C-type steel 1
Together.Upper reinforcer 2 includes transverse slat 21, and transverse slat 21 is arranged with the interval of upper side wall 12.One end of transverse slat 21 is vertically installed with and bottom plate
11 starting stave 22, the other ends to fit are vertically installed with the second riser 23 to fit with upper side wall flanging 121, and first is perpendicular
Plate 22, the second riser 23 are removably connected to by bolt in C-type steel 1.
The specific installation process of the reinforcement structure is：Upper reinforcer 2 is positioned over C-type steel 1 on the outside of upper side wall 12, and the
One riser 22 and bottom plate 11 fit, the second riser 23 and upper side wall flanging 121 fit, and upper reinforcer 2 is passed through bolt
It is fixedly connected on 1 outside of C-type steel；Since lower reinforcer 3 is identical with 2 structure of upper reinforcer, and the two is symmetrically disposed on C-type steel 1
Upper and lower both sides, therefore lower reinforcer 3 is positioned over C-type steel 1 in 13 outside of lower wall, and lower reinforcer 3 is bolted
It is connected to 1 outside of C-type steel.
The reinforcement structure is by being removably connected to 1 outside of C-type steel, in the feelings for not changing 1 thickness of original C-type steel, size
Under condition, the stress of 1 unit area of C-type steel is reduced, improves the intensity of C-type steel 1, while the transverse slat 21 of upper reinforcer 2 and upper
The setting of the interval of side wall 12, transverse slat 21 form upper plenum with upper side wall 12, and lower reinforcer 3 and lower wall 13 form lower cavity, adding
When strong structure, C-type steel 1 are by external vibration, upper plenum, lower cavity play good cushioning effect, reinforce knot to increase
The service life of structure and C-type steel 1；And when reinforcement structure, C-type steel 1 are by external hum, upper plenum, lower cavity can be with
Play the role of good noise elimination.
It is in place of embodiment 2, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 2, the second riser 23 is installed with limiting plate 231,231 L-shaped setting of limiting plate, limiting plate in separate 21 one end of transverse slat
231 include limit transverse slat 2311 and limit riser 2312, and one end of limit transverse slat 2311 is fixedly connected with 23 lower end of the second riser,
It limits and forms the gap for being arranged upper side wall flanging 121 between transverse slat 2311, limit riser 2312, the second riser 23.
When being installed to upper reinforcer 2, the limiting plate 231 of upper reinforcer 2 is sheathed on upper side wall flanging 121, limit is made
The surface of position transverse slat 2311 and upper side wall flanging 121 are inconsistent, limit 2312 upper end of riser and 12 surface of upper side wall is inconsistent, prevent
Only upper reinforcer 2 during the installation process, under self gravitation effect so that upper reinforcer 2 moves down, to reduce upper reinforcer 2
Transverse slat 21 and upper side wall 12 between upper plenum, influence booster action of the reinforcer 2 to C-type steel 1.Simultaneously to lower reinforcement
When part 3 is installed, lower reinforcer 3 is prevented during the installation process, under self gravitation effect so that lower reinforcer 3 is de- with C-type steel 1
From, under the influence of reinforcer 3 to the booster action of C-type steel 1.
It is in place of embodiment 3, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 3, it is provided with the reinforcement transverse slat 24 to fit with 12 surface of upper side wall between starting stave 22 and the second riser 23, reinforces
The both ends of transverse slat 24 are fixedly connected with starting stave 22 and the second riser 23 respectively, and are reinforced transverse slat 24 and be bolted to connection
In in C-type steel 1.
It is fixedly arranged between starting stave 22 and the second riser 23 due to reinforcing transverse slat 24, increases the transverse direction of reinforcer 2
Intensity reduces the stress of 1 unit area of C-type steel, improves the intensity of C-type steel 1.Simultaneously because the reinforcement of upper reinforcer 2 is horizontal
24 surface of plate and 12 surface of upper side wall fit, and limit reinforcer 2 in 12 side installation site of upper side wall, to add to upper
Strong part 2 plays position-limiting action.
It is in place of embodiment 4, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 4, upper reinforcer 2 includes the first connecting plate 25 and the second connecting plate 26, and replaces 21 He of transverse slat with the first connecting plate 25
Being fixedly connected between starting stave 22, being fixedly connected between the second connecting plate 26 substitution transverse slat 21 and the second riser 23.The
One connecting plate 25 and the L-shaped setting of the second connecting plate 26.First connecting plate 25 includes that the first connection transverse slat 251 and first connects
Riser 252, first connection transverse slat 251 one end be fixedly connected with 22 upper end of starting stave, first connection riser 252 upper end and
One end of transverse slat 21 is fixedly connected, and the first connection 251 surface of transverse slat and 12 surface of upper side wall fit, the first connection transverse slat
251 are bolted to connection in C-type steel 1.Second connecting plate 26 includes that the second connection transverse slat 261 and second connects riser
262, one end of the second connection transverse slat 261 is fixedly connected with the upper end of the second riser 23, the upper end of the second connection riser 262 and cross
One end of plate 21 is fixedly connected, and the second connection 261 surface of transverse slat and 12 surface of upper side wall fit, the second connection transverse slat 261
It is bolted to connection in C-type steel 1.
Since the first connecting plate 25, the second connecting plate 26 are fixedly arranged between transverse slat 21, starting stave 22, the second riser 23,
The longitudinal strength for increasing reinforcer 2 reduces the stress of 1 unit area of C-type steel, improves the intensity of C-type steel 1, simultaneously
First connection transverse slat 251, second connects transverse slat 261 and limits reinforcer 2 in 12 side installation site of upper side wall, to upper
Reinforcer 2 plays position-limiting action.
It is in place of embodiment 5, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 5, the connection bending Formation cross-section of transverse slat 21 is the protrusion 27 of U-typed, and raised 27 surfaces offset with 12 surface of upper side wall
It touches.
Since the bending of transverse slat 21 is provided with protrusion 27, protrusion 27 not only increases the longitudinal strength of reinforcer 2, Er Qiezeng
The transverse strength for having added upper reinforcer 2 reduces the stress of 1 unit area of C-type steel, improves the intensity of C-type steel 1.Due to convex
It rises 27 inconsistent with upper side wall 12, limits reinforcer 2 in 12 side installation site of upper side wall, to be risen to upper reinforcer 2
To position-limiting action.
It is in place of embodiment 6, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 6, reinforcing plate 28 is provided between starting stave 22 and the second riser 23, reinforcing plate 28 includes and 12 surface phase of upper side wall
The reinforcement connecting plate 281 of fitting is reinforced connecting plate 281 and is bolted to connection in C-type steel 1.Reinforce the one of connecting plate 281
End is installed with the first reinforcement inclined plate 282, the other end is installed with the second reinforcement inclined plate 283.First reinforces inclined plate 282 in far from reinforcement
281 one end of connecting plate is fixedly connected with 22 upper end of starting stave, and second reinforces inclined plate 283 in far from 281 one end of reinforcement connecting plate
It is fixedly connected with 23 upper end of the second riser.
Due to forming stable triangle between the first reinforcement inclined plate 282, starting stave 22 and upper side wall 12；Second reinforces tiltedly
Stable triangle is formed between plate 283, the second riser 23 and upper side wall 12, the intensity of reinforcer 2 is increased, improves simultaneously
Its antitorque bearing capacity.And reinforce connecting plate 281 and limit reinforcer 2 in 12 side installation site of upper side wall, add to upper
Strong part 2 plays position-limiting action.
It is in place of embodiment 7, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 7, upper reinforcer 2 includes connecting plate 29, and replaces transverse slat 21 with connecting plate 29.Connecting plate 29 includes and 12 table of upper side wall
The connection transverse slat 291 that face fits, connection transverse slat 291 are bolted to connection in C-type steel 1.Connect one end of transverse slat 291
It is installed with the first inclined plate 292, the other end is installed with the second inclined plate 293.First inclined plate 292 in far from connection 291 one end of transverse slat with
22 upper end of starting stave is fixedly connected, and second reinforces inclined plate 283 in solid with 23 upper end of the second riser far from connection 291 one end of transverse slat
Fixed connection.
Due to forming stable triangle between the first inclined plate 292, starting stave 22 and upper side wall 12；Second inclined plate 293,
Stable triangle is formed between two risers 23 and upper side wall 12, increases the intensity of reinforcer 2, while improving its and antitorque holding
Loading capability.And connection transverse slat 291 limits reinforcer 2 in 12 side installation site of upper side wall, and limit is played to upper reinforcer 2
Position effect.
It is in place of embodiment 8, a kind of reinforcement structure for C-type steel, the present embodiment and the difference of embodiment 1, in conjunction with
Shown in Fig. 8, starting stave 22 in offering limiting slot close to 11 side of bottom plate, limiting slot in semi-cylindrical setting, bottom plate 11 in
It is installed with gag lever post compatible with limiting slot 4 close to 22 surface of starting stave.
When being installed to upper reinforcer 2, gag lever post 4 is contacted in limiting slot, the second riser 23 is rolled over upper side wall at this time
Side 121 is inconsistent, prevents since upper reinforcer 2 is under the influence of its own gravity so that upper 2 position of reinforcer is moved, and is influenced
Booster action of the upper reinforcer 2 to C-type steel 1.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (10)
1. a kind of reinforcement structure for C-type steel, the C-type steel (1) includes bottom plate (11), is fixedly arranged on the upper of bottom plate (11) both ends
Side wall (12) and lower wall (13), the upper side wall (12) and lower wall (13) are located at bottom plate (11) homonymy, the upper side wall
(12) it is installed with upper side wall flanging (121), the lower wall (13) is installed with lower wall flanging (131), it is characterised in that：It is described
Reinforcement structure includes the upper reinforcer (2) being removably connected on the outside of C-type steel (1), and the upper reinforcer (2) includes transverse slat
(21), with bottom plate (11) starting stave (22) to fit and the second riser (23) to fit with upper side wall flanging (121),
The transverse slat (21) and the setting of upper side wall (12) interval, the both ends of the transverse slat (21) are fixedly arranged on starting stave (22), the respectively
On two risers (23).
2. a kind of reinforcement structure for C-type steel according to claim 1, it is characterised in that：The reinforcement structure is also wrapped
The lower reinforcer (3) being removably connected on the outside of C-type steel (1) is included, the upper reinforcer (2) is identical with lower reinforcer (3) structure,
And the upper reinforcer (2) and lower reinforcer (3) are symmetrically disposed on C-type steel (1) both sides up and down.
3. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：Second riser (23)
In the limiting plate (231) for being installed with L-shaped setting far from transverse slat (21) one end, the limiting plate (231) and the second riser (23)
Form the gap for being arranged upper side wall flanging (121).
4. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：The starting stave (22),
The reinforcement transverse slat (24) to fit with upper side wall (12) is installed between second riser (23).
5. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：Upper reinforcer (2) packet
It includes and is fixedly arranged between starting stave (22) and transverse slat (21) and the first connecting plate of L-shaped setting (25) and to be fixedly arranged on second perpendicular
Between plate (23) and transverse slat (21) and the second connecting plate of L-shaped setting (26), first connecting plate (25) include the first company
Transverse slat (251) and the second connection riser (262) are connect, first connection transverse slat (251) surface is affixed with upper side wall (12) surface
It closes, second connecting plate (26) includes the second connection transverse slat (261) and the second connection riser (262), and second connection is horizontal
Plate (261) surface fits with upper side wall (12) surface.
6. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：Transverse slat (21) connection
It is bent to form several protrusions (27) to fit with upper side wall (12) surface.
7. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：The starting stave (22)
And second be provided with reinforcing plate (28) between riser (23), the reinforcing plate (28) includes being fixedly arranged on starting stave (22) upper end
First reinforcement inclined plate (282), be installed with the second riser (23) upper end second reinforce inclined plate (283) and with upper side wall (12) phase
The reinforcement connecting plate (281) of fitting, the both ends for reinforcing connecting plate (281) are fixedly arranged on the first reinforcement inclined plate (282), the respectively
Two reinforce on inclined plate (283).
8. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：The transverse slat (21) is replaced
For connecting plate (29), the connecting plate (29) includes the first inclined plate (292) for being fixedly arranged on starting stave (22) upper end, is installed with the
Second inclined plate (293) of two risers (23) upper end and the connection transverse slat (291) to fit with upper side wall (12), the connection are horizontal
The both ends of plate (291) are fixedly arranged on the first inclined plate (292), on the second inclined plate (293) respectively.
9. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：The starting stave (22)
It is spaced apart and is equipped with several limiting slots, the C-type steel (1) is installed with several gag lever posts (4) compatible with limiting slot.
10. a kind of reinforcement structure for C-type steel according to claim 2, it is characterised in that：The upper reinforcer (2)
It is identical with C-type steel (1) thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820014678.9U CN207863301U (en) | 2018-01-04 | 2018-01-04 | A kind of reinforcement structure for C-type steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820014678.9U CN207863301U (en) | 2018-01-04 | 2018-01-04 | A kind of reinforcement structure for C-type steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863301U true CN207863301U (en) | 2018-09-14 |
Family
ID=63464659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820014678.9U Expired - Fee Related CN207863301U (en) | 2018-01-04 | 2018-01-04 | A kind of reinforcement structure for C-type steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863301U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412094A (en) * | 2020-11-26 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Reinforced structure's C shaped steel structure |
-
2018
- 2018-01-04 CN CN201820014678.9U patent/CN207863301U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412094A (en) * | 2020-11-26 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Reinforced structure's C shaped steel structure |
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