CN211899667U - C-shaped cold-rolled steel shear wall back ridge reinforcing structure - Google Patents
C-shaped cold-rolled steel shear wall back ridge reinforcing structure Download PDFInfo
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- CN211899667U CN211899667U CN201922138783.0U CN201922138783U CN211899667U CN 211899667 U CN211899667 U CN 211899667U CN 201922138783 U CN201922138783 U CN 201922138783U CN 211899667 U CN211899667 U CN 211899667U
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Abstract
The utility model discloses a C type cold rolling steel shear wall back arris reinforced structure, the upper end of C type cold rolling steel back arris transversely runs through has first gusset plate, one side equidistance of first gusset plate is equipped with a plurality of first screws of group, the upper end of first gusset plate is still equidistance and is equipped with a plurality of second slots of group, the second slot is pegged graft and is had the inserted block, is connected with the swash plate between the one end of every two sets of inserted block, the one end of swash plate is equipped with the locating hole, one side middle part that C type cold rolling steel back arris is equipped with the second screw, one side that both sides of second screw are located C type cold rolling steel back arris still is equipped with first slot respectively, be connected with first magnet in the first slot, the upper end equidistance of second gusset plate is connected with a plurality of groups of bolts; the utility model discloses change the stupefied unicity structure of traditional back of the body, increased the structure that possesses triple stability ability, improve and perfect support performance, play better reinforcement effect.
Description
Technical Field
The utility model relates to a stupefied technical field in shear force wall back specifically is a stupefied reinforced structure in C type cold rolling steel shear force wall back.
Background
Shear walls (shear walls) are also called wind-resistant walls or earthquake-resistant walls, structural walls. The wall body mainly bears horizontal load and vertical load { gravity } caused by wind load or earthquake action in the house or the structure. Preventing shear failure of the structure. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. For a plane shear wall, the existing back-ridge supporting structure is single, and the supporting strength needs to be reinforced.
Therefore, a C-shaped cold-rolled steel shear wall back ridge reinforcing structure is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a stupefied reinforced structure of C type cold rolling steel shear wall back to solve the problem that provides in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a C-shaped cold rolled steel shear wall back ridge reinforcing structure comprises a wood template, and a C-shaped cold rolled steel back ridge and a second reinforcing plate which are connected to one side of the wood template, wherein the upper end of the C-shaped cold rolled steel back ridge transversely penetrates through the first reinforcing plate, a plurality of groups of first screw holes are formed in one side of the first reinforcing plate at equal intervals, a plurality of groups of second slots are formed in the upper end of the first reinforcing plate at equal intervals, inserting blocks are inserted in the second slots, an inclined plate is connected between one end of each two groups of the inserting blocks, a positioning hole is formed in one end of each inclined plate, a second screw hole is formed in the middle of one side of the C-shaped cold rolled steel back ridge, first slots are respectively formed in two sides of the second screw holes and located on one side of the C-shaped cold rolled steel back ridge, a first magnet is connected in each first slot, a plurality of groups of bolts are connected to the upper ends of the second reinforcing plates at equal intervals, one ends of the bolts penetrate through the second screw holes, one side of second gusset plate is still the equidistance and is connected with a plurality of groups locating lever, the one end of locating lever is connected with second magnet, the one end of locating lever is connected to in the first slot, one side of second gusset plate is still the equidistance and is connected with a plurality of groups set-square, the one end of set-square is connected with the guide bar, the one end of guide bar is connected to in the locating hole.
As a further optimization of the technical scheme, through grooves are respectively formed in two sides of the upper end of the C-shaped cold-rolled steel back edge, the first reinforcing plate is connected to the through grooves, and rubber rings are arranged in the through grooves.
As a further optimization of the present technical solution, the second magnet attracts the first magnet.
As a further optimization of the present technical solution, one end of the triangular plate is connected to the inside of the second reinforcing plate.
As the further optimization of the technical scheme, a rubber pad is arranged at the joint between the second reinforcing plate and the C-shaped cold-rolled steel back edge outside the bolt.
As further optimization of the technical scheme, the mounting positions of the triangular plate and the inclined plate are positioned between two groups of adjacent C-shaped cold-rolled steel back edges.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model changes the single structure of the traditional back arris, the stability of the C-shaped cold rolled steel back arris is firstly improved by arranging the first reinforcing plate to penetrate into a plurality of groups of C-shaped cold rolled steel back arris, two groups of the inserting blocks and the sloping plates are arranged in an integrated way by inserting the inserting blocks into the second inserting grooves, the sloping plates are arranged between two adjacent groups of C-shaped cold rolled steel back arris and are connected with the guide rods of the triangular plates in an inserting way, the double stability performance is increased, through the arrangement of the second reinforcing plate, one side of the second reinforcing plate with the positioning rods and the triangular plates is inserted into the first inserting grooves and the guide rods from one side, the inserting connection is stable, the first magnet and the second magnet are absorbed stably, one end of the rotating bolt penetrates into the second screw hole and is connected into the first screw hole again, the installation is completed, the supporting strength is increased, the stability is improved, the supporting performance is improved and improved, and a better reinforcing effect is achieved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of a C-shaped cold-rolled steel back ridge of the present invention;
FIG. 3 is a schematic diagram of a second reinforcement plate structure of the present invention;
fig. 4 is the structural schematic diagram of the connection state of the set square and the inclined plate of the present invention.
In the figure: 1. a wood template; 2. c-shaped cold-rolled steel back edges; 3. a through groove; 4. a first reinforcing plate; 5. a second slot; 6. inserting a block; 7. a sloping plate; 8. a guide bar; 9. a set square; 10. a rubber pad; 11. a second reinforcing plate; 12. a bolt; 13. positioning holes; 14. positioning a rod; 15. a first slot; 16. a first magnet; 17. a second magnet; 19. a first screw hole; 20. and a second screw hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, unless otherwise specified, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", and the like, indicate orientations or state relationships based on the orientations or state relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that a designated mechanism or component must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a C-shaped cold-rolled steel shear wall back ridge reinforcing structure comprises a wood template 1, a C-shaped cold-rolled steel back ridge 2 and a second reinforcing plate 11, wherein the C-shaped cold-rolled steel back ridge 2 and the second reinforcing plate 11 are connected to one side of the wood template, a first reinforcing plate 4 transversely penetrates through the upper end of the C-shaped cold-rolled steel back ridge 2, a plurality of groups of first screw holes 19 are formed in one side of the first reinforcing plate 4 at equal intervals, a plurality of groups of second inserting grooves 5 are formed in the upper end of the first reinforcing plate 4 at equal intervals, inserting blocks 6 are inserted in the second inserting grooves 5, an inclined plate 7 is connected between one end of each two groups of inserting blocks 6, a positioning hole 13 is formed in one end of each inclined plate 7, a second screw hole 20 is formed in the middle of one side of the C-shaped cold-rolled steel back ridge 2, first inserting grooves 15 are formed in the two sides of the second screw holes 20 at one side of the C-shaped cold-rolled steel back ridge 2 respectively, a first magnet 16 is connected in, one end of the bolt 12 penetrates through the second screw hole 20 and is connected to the first screw hole 19, one side of the second reinforcing plate 11 is connected with a plurality of groups of positioning rods 14 at equal intervals, one end of each positioning rod 14 is connected with the second magnet 17, one end of each positioning rod 14 is connected to the first slot 15, one side of the second reinforcing plate 11 is connected with a plurality of groups of triangular plates 9 at equal intervals, one end of each triangular plate 9 is connected with the guide rod 8, and one end of each guide rod 8 is connected to the corresponding positioning hole 13.
Specifically, the upper end both sides of the C type cold rolling steel back of the body stupefied 2 are equipped with respectively and run through groove 3, first gusset plate 4 is connected to and runs through in the groove 3, it is equipped with the rubber circle to run through in the groove 3, makes the support intensity of the C type cold rolling steel back of the body stupefied 2 obtain increasing through setting up of first gusset plate 4 to be difficult for rocking stability and obtain promoting simultaneously. Specifically, the second magnet 17 and the first magnet 16 attract each other, so that the positioning rod 14 can be stably connected after being connected to the first slot 15, and the connection process can be more quickly positioned by preventing shaking. Specifically, one end of the triangular plate 9 is connected to the inside of the second reinforcing plate 11, so that one side of the triangular plate 9 is connected to the inside of the second reinforcing plate 11, the connection stability is better, and the support strength is increased. Specifically, the rubber pad 10 is arranged at the joint between the second reinforcing plate 11 and the C-shaped cold-rolled steel back ridge 2 outside the bolt 12, so that friction is reduced. Specifically, the mounting position of set-square 9 and swash plate 7 is located between two sets of adjacent C type cold rolling steel back of the body stupefied 2, can fix a position fast, and the setting of set-square 9 increases the stability of connecting for the reinforcement performance who is connected between adjacent two sets of C type cold rolling steel back of the body stupefied 2 and between second gusset plate 11, the first gusset plate 4 obtains promoting, and is fixed effectual and stable.
Specifically, during the use, first gusset plate 4 that will be equipped with runs through to a plurality of groups C type cold rolling steel back arris 2 in, and plug-in connection to the second slot 5 with inserted block 6 again, erection joint during convenient to use, alright make every two sets of swash plate 7 between the inserted block 6 is towards the outside for locating hole 13 is towards the outside, and is two sets of inserted block 6 and swash plate 7 set up for integrated into one piece, and swash plate 7 will be located between two sets of adjacent C type cold rolling steel back arris 2, then with second gusset plate 11 have locating lever 14, during one side orientation of set-square 9 is pegged graft from one side into first slot 15, guide bar 8, peg graft stably, first magnet 16 and second magnet 17 attract each other and can be stable, rotate the one end of bolt 12 again and run through to in second screw 20 and reconnect to first screw 19, accomplish the installation, increase support strength.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a stupefied reinforced structure of cold-rolled steel shear wall back of body of C type, includes plank sheathing (1) and the stupefied (2) of the cold-rolled steel back of body of C type, second gusset plate (11) that are connected to its one side, its characterized in that: the upper end of the C-shaped cold-rolled steel back edge (2) is transversely provided with a first reinforcing plate (4) in a penetrating manner, a plurality of groups of first screw holes (19) are formed in the equal distance of one side of the first reinforcing plate (4), a plurality of groups of second slots (5) are formed in the upper end of the first reinforcing plate (4) in the equal distance manner, insertion blocks (6) are inserted into the second slots (5), an inclined plate (7) is connected between one end of each two groups of insertion blocks (6), a positioning hole (13) is formed in one end of the inclined plate (7), a second screw hole (20) is formed in the middle of one side of the C-shaped cold-rolled steel back edge (2), first slots (15) are formed in the two sides of the second screw holes (20) respectively on one side of the C-shaped cold-rolled steel back edge (2), first magnets (16) are connected into the first slots (15), a plurality of groups of bolts (12) are connected to the equal distance of the upper end, the one end of bolt (12) is run through to in second screw (20) and is reconnected to in first screw (19), one side of second gusset plate (11) still equidistance is connected with a plurality of groups locating lever (14), the one end of locating lever (14) is connected with second magnet (17), the one end of locating lever (14) is connected to in first slot (15), one side of second gusset plate (11) still equidistance is connected with a plurality of groups set square (9), the one end of set square (9) is connected with guide bar (8), the one end of guide bar (8) is connected to in locating hole (13).
2. The C-shaped cold-rolled steel shear wall back ridge reinforcing structure as claimed in claim 1, wherein: the C-shaped cold-rolled steel back edge is characterized in that penetrating grooves (3) are respectively formed in two sides of the upper end of the C-shaped cold-rolled steel back edge (2), the first reinforcing plate (4) is connected into the penetrating grooves (3), and rubber rings are arranged in the penetrating grooves (3).
3. The C-shaped cold-rolled steel shear wall back ridge reinforcing structure as claimed in claim 1, wherein: the second magnet (17) is attracted to the first magnet (16).
4. The C-shaped cold-rolled steel shear wall back ridge reinforcing structure as claimed in claim 1, wherein: one end of the triangular plate (9) is connected to the inside of the second reinforcing plate (11).
5. The C-shaped cold-rolled steel shear wall back ridge reinforcing structure as claimed in claim 1, wherein: and a rubber pad (10) is arranged at the joint between the second reinforcing plate (11) and the C-shaped cold-rolled steel back ridge (2) outside the bolt (12).
6. The C-shaped cold-rolled steel shear wall back ridge reinforcing structure as claimed in claim 1, wherein: the mounting positions of the triangular plate (9) and the inclined plate (7) are positioned between two groups of adjacent C-shaped cold-rolled steel back edges (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922138783.0U CN211899667U (en) | 2019-12-04 | 2019-12-04 | C-shaped cold-rolled steel shear wall back ridge reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922138783.0U CN211899667U (en) | 2019-12-04 | 2019-12-04 | C-shaped cold-rolled steel shear wall back ridge reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211899667U true CN211899667U (en) | 2020-11-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922138783.0U Expired - Fee Related CN211899667U (en) | 2019-12-04 | 2019-12-04 | C-shaped cold-rolled steel shear wall back ridge reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211899667U (en) |
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2019
- 2019-12-04 CN CN201922138783.0U patent/CN211899667U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201110 Termination date: 20211204 |
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| CF01 | Termination of patent right due to non-payment of annual fee |