CN211775091U - Shear force wall cantilever beam structure - Google Patents
Shear force wall cantilever beam structure Download PDFInfo
- Publication number
- CN211775091U CN211775091U CN201922452348.5U CN201922452348U CN211775091U CN 211775091 U CN211775091 U CN 211775091U CN 201922452348 U CN201922452348 U CN 201922452348U CN 211775091 U CN211775091 U CN 211775091U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- wall body
- bar
- reinforcing
- bearing
- 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.)
- Active
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a shear force wall cantilever beam structure, which comprises a wall body, the inside of wall body is vertical evenly to be provided with first reinforcing bar, the inside of wall body transversely is provided with the second reinforcing bar, and the middle department of first bearing bar and first supporting bar is all even vertical is provided with first component force reinforcing bar, one side that the department kept away from the wall body in the middle of first bearing bar and the first supporting bar all evenly is provided with second bearing bar, one side that the wall body was kept away from to the second component force reinforcing bar all bears the reinforcing bar welded fastening with the second. The utility model discloses on dispersing the power that first bearing reinforcing bar received to each part for the device is when receiving external force, bears by each partial dispersion of whole device, and is comparatively firm with the connection structure of wall body, has improved the device bearing capacity, makes the device constitute comparatively firm triangle-shaped shape under the state that bears stress, and will do all can the power dispersion through each group's part, has improved the degree of bearing the weight of horizontal direction stress.
Description
Technical Field
The utility model relates to a cantilever beam technical field specifically is shear force wall cantilever beam structure.
Background
One end is buried or is pour on the support, the roof beam that the other end stretches out the support is called cantilever beam, long span gluten is under, short span gluten is last, cantilever beam is statically determinate structure, the reliability of its connection is cantilever beam extension transformation's key, and the faying face of new and old concrete is the weak link of transformation reinforcement, through to influencing new and old concrete adhesive property's factor analysis, take multiple measures to ensure cantilever beam extension's reliability, when setting up cantilever beam structure on the shear force wall at present stage, cantilever beam and floor support plate's connection is difficult to guarantee that cantilever beam receives sufficient support, and stress is comparatively concentrated on the cantilever beam, consequently can not be applied to the shear force wall, and cantilever beam structure at present stage is not special stability, when receiving great power, can produce the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall cantilever beam structure to when solving the current stage that proposes in the above-mentioned background and setting up the cantilever beam structure on the shear force wall, the cantilever beam is difficult to guarantee with being connected of building carrier plate that the cantilever beam receives enough support, and stress is comparatively concentrated on the cantilever beam, consequently can not be applied to the shear force wall, and the cantilever beam structure of current stage is not special stability, when receiving great power, can produce the problem of potential safety hazard.
In order to achieve the above object, the utility model provides a following technical scheme: the shear wall cantilever beam structure comprises a wall body, wherein first reinforcing steel bars are vertically and uniformly arranged in the wall body, second reinforcing steel bars are transversely and uniformly arranged in the wall body, the number of the second reinforcing steel bars is the same as that of the first reinforcing steel bars, the second reinforcing steel bars are respectively welded and fixed with the first reinforcing steel bars, fixed steel plates are respectively arranged at the top ends of the left side and the right side of the wall body, first bearing reinforcing steel bars are uniformly welded at the top ends of the fixed steel plates far away from one side, first supporting reinforcing steel bars are uniformly welded at one side of the fixed steel plates far away from one side, first dividing reinforcing steel bars are uniformly and vertically arranged in the middle of the first bearing reinforcing steel bars and the first supporting reinforcing steel bars, the upper end and the lower end of each first dividing reinforcing steel bar are welded and fixed with the first bearing reinforcing steel bars and the first supporting steel bars, and second dividing steel bars are uniformly and transversely arranged in the, and the one end that the second component power reinforcing bar is close to the wall body all with fixed steel sheet welded fastening, the department all evenly is provided with the second and bears the reinforcing bar in the middle of first bearing reinforcing bar and the first supporting reinforcement one side of keeping away from the wall body, and the upper and lower both ends of second bearing reinforcing bar all with first bearing reinforcing bar and first supporting reinforcement welded fastening respectively, one side that the wall body was kept away from to the second component power reinforcing bar all with second bearing reinforcing bar welded fastening.
Preferably, the fixed steel plate is close to the upper and lower both ends of one side each other and all welds the connecting reinforcement, and the connecting reinforcement all passes the inside and the second reinforcing bar welded fastening that the wall body extends to the wall body.
Preferably, the bottom of first support reinforcing bar all with the one end welded fastening of second support reinforcing bar, the other end of second support reinforcing bar all with the left and right sides welded fastening of wall body.
Preferably, one side that first component force reinforcing bar kept away from the wall body all with the one end welded fastening of first fixed reinforcing bar, the other end of first fixed reinforcing bar all the slant with the top welded fastening of first support reinforcing bar.
Preferably, the top of second component power reinforcing bar all evenly is provided with the fixed reinforcing bar of second, welded fastening between second fixed reinforcing bar slant and the second component power reinforcing bar, top the fixed reinforcing bar slant of second on the second component power reinforcing bar and the bottom welded fastening of first bearing bar.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses on dispersing the power that first bearing reinforcing bar received to each part for the device is when receiving external force, bears by each partial dispersion of whole device, does not have certain atress, and is comparatively firm with the connection structure of wall body, has improved the device bearing capacity, makes the device constitute comparatively firm triangle-shaped shape under the state that bears stress, and will exert oneself through each group's part and disperse, has improved the bearing degree to horizontal direction stress.
1. By arranging the first bearing steel bar, the first force-dividing steel bar, the first fixed steel bar, the first supporting steel bar and the second supporting steel bar, the force of the first bearing steel bar is dispersed to the first force-dividing steel bar, the first fixed steel bar, the first supporting steel bar and the second supporting steel bar when the first bearing steel bar is stressed, the force of the first bearing steel bar is borne by the first steel bar and the connecting steel bar, the first bearing steel bar is borne by the firm triangular structure, and the force borne by the first bearing steel bar is dispersed to each part, so that when the device is stressed by external force, each part of the whole device is dispersed to bear, no certain point is stressed, the connecting structure with a wall body is firmer, and the bearing capacity of the device is improved;
2. through being provided with the second and bearing the weight of reinforcing bar, first supporting reinforcement, second component reinforcing bar and second fixed reinforcing bar, the second fixed reinforcing bar disperses the stress to multiunit second component reinforcing bar on, and improve the holding power of second component reinforcing bar through the triangle-shaped structure that second component reinforcing bar and second fixed reinforcing bar formed, and offset or urge to support some power that receives through first supporting reinforcement and wall body, make the device under the state that bears the stress, constitute comparatively firm triangle-shaped shape, and through each group's part with the power dispersion, improved the load-bearing degree to horizontal direction stress.
Drawings
FIG. 1 is a schematic sectional view of the front view of the structure of the present invention;
FIG. 2 is a schematic top view of the structure of the present invention;
FIG. 3 is a schematic top sectional view of the structure A-A of FIG. 1 according to the present invention;
fig. 4 is a schematic side view of the structure of the present invention.
In the figure: 1. a wall body; 2. a first reinforcing bar; 3. a second reinforcing bar; 4. fixing a steel plate; 5. connecting reinforcing steel bars; 6. a first load-bearing bar; 7. a first support bar; 8. a first force-sharing reinforcing bar; 9. a second fractional reinforcement; 10. a first fixed rebar; 11. a second fixed rebar; 12. a second load-bearing bar; 13. a second support bar.
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.
Referring to fig. 1-4, the present invention provides an embodiment:
a shear wall cantilever beam structure comprises a wall body 1, wherein first reinforcing steel bars 2 are vertically and uniformly arranged inside the wall body 1, second reinforcing steel bars 3 are transversely arranged inside the wall body 1, the number of the second reinforcing steel bars 3 is the same as that of the first reinforcing steel bars 2, the second reinforcing steel bars 3 are respectively welded and fixed with the first reinforcing steel bars 2, fixed steel plates 4 are respectively arranged at the top ends of the left side and the right side of the wall body 1, first bearing reinforcing steel bars 6 are uniformly welded at the top ends of the sides, away from each other, of the fixed steel plates 4, first supporting reinforcing steel bars 7 are uniformly welded at the sides, away from each other, of the fixed steel plates 4, first dividing reinforcing steel bars 8 are uniformly and vertically arranged in the middle of the first bearing reinforcing steel bars 6 and the first supporting reinforcing steel bars 7, second dividing reinforcing steel bars 9 are uniformly and transversely arranged in the middle of the first supporting reinforcing steel bars 7 and the first dividing reinforcing steel bars 8, and the one end that second minute power reinforcing bar 9 is close to wall body 1 all with fixed steel sheet 4 welded fastening, the one side of keeping away from wall body 1 in the middle of first bearing reinforcing bar 6 and first supporting reinforcement 7 all evenly is provided with second bearing reinforcing bar 12, and the upper and lower both ends of second bearing reinforcing bar 12 all with first bearing reinforcing bar 6 and first supporting reinforcement 7 welded fastening respectively, one side that wall body 1 was kept away from to second minute power reinforcing bar 9 all with second bearing reinforcing bar 12 welded fastening.
The upper end and the lower end of one side, close to each other, of the fixed steel plate 4 are welded with the connecting steel bars 5, the connecting steel bars 5 penetrate through the wall body 1 and extend to the inside of the wall body 1 to be welded and fixed with the second steel bars 3, the bottom end of the first supporting steel bar 7 is welded and fixed with one end of the second supporting steel bar 13, the other end of the second supporting steel bar 13 is welded and fixed with the left side and the right side of the wall body 1, when the first bearing steel bar 6 bears downward force, the first bearing steel bar 6 directly bears the force to transmit the force to the first force dividing steel bar 8, the second bearing steel bar 12 and the first supporting steel bar 7, the force is transmitted to the connecting steel bar 5 through the fixed steel plate 4, an outward pulling force is generated on the connecting steel bar 5, the connecting steel bar 5 is welded and fixed with the first steel bar 2, the force borne by the first bearing steel bar 6 through the first steel bar 2 and the connecting steel bar 5, after the, first support reinforcing bar 7 and second support reinforcing bar 13 form two triangles with wall body 1, and first fixed reinforcing bar 10 on the first component force reinforcing bar 8 forms triangle-shaped with first support reinforcing bar 7, triangle-shaped is the firmest shape, bear the weight of the power that first bearing reinforcing bar 6 received, disperse each part with the power that first bearing reinforcing bar 6 received, make the device when receiving external force, bear by each part dispersion of whole device, it has certain atress not, it is comparatively firm with wall body 1's connection structure, the device bearing capacity has been improved.
One side of the first force-sharing steel bar 8 far away from the wall body 1 is welded and fixed with one end of the first fixed steel bar 10, the other end of the first fixed steel bar 10 is welded and fixed with the top end of the first supporting steel bar 7 in an inclined way, the second fixed steel bar 11 is uniformly arranged above the second force-sharing steel bar 9, the second fixed steel bar 11 is welded and fixed with the second force-sharing steel bar 9 in an inclined way, the second fixed steel bar 11 on the second force-sharing steel bar 9 above is welded and fixed with the bottom end of the first bearing steel bar 6 in an inclined way, when the device is stressed by the second force-sharing steel bar 9, the second bearing steel bar 12 is stressed firstly, the second bearing steel bar 12 disperses the force on the second force-sharing steel bar 9, a triangle is formed by the second fixed steel bar 11 and the second force-sharing steel bar 9 to bear the force, and the force is resisted by the first supporting steel bar 7 and the wall body 1, so, form comparatively firm triangle-shaped shape, and through each group of parts with the power dispersion, improved the bearing degree to horizontal direction stress.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (5)
1. Shear force wall cantilever beam structure, including wall body (1), its characterized in that: the wall body is characterized in that first reinforcing steel bars (2) are vertically and uniformly arranged in the wall body (1), second reinforcing steel bars (3) are transversely arranged in the wall body (1), the quantity of the second reinforcing steel bars (3) is the same as that of the first reinforcing steel bars (2), the second reinforcing steel bars (3) are respectively welded and fixed with the first reinforcing steel bars (2), fixed steel plates (4) are mounted at the top ends of the left side and the right side of the wall body (1), first bearing reinforcing steel bars (6) are uniformly welded at the top ends of the fixed steel plates (4) far away from one side of each other, first supporting reinforcing steel bars (7) are uniformly welded at one sides of the fixed steel plates (4) far away from one another, first force-dividing reinforcing steel bars (8) are uniformly and vertically arranged in the middles of the first bearing reinforcing steel bars (6) and the first supporting reinforcing steel bars (7), and the upper ends and the lower ends of the first force-dividing reinforcing steel bars (8) are welded, the utility model discloses a wall body, including first support reinforcement (7), first minute power reinforcing bar (8), first bearing reinforcing bar (6), first support reinforcing bar (7) and first minute power reinforcing bar (8), the middle department of department all evenly transversely is provided with second minute power reinforcing bar (9), and second minute power reinforcing bar (9) are close to the one end of wall body (1) all with fixed steel sheet (4) welded fastening, one side of keeping away from wall body (1) in the middle of first bearing reinforcing bar (6) and first support reinforcing bar (7) all evenly is provided with second bearing reinforcing bar (12), and the upper and lower both ends of second bearing reinforcing bar (12) all respectively with first bearing reinforcing bar (6) and first support reinforcing bar (7) welded fastening, one side that wall body (1) was kept away from in second minute power reinforcing bar (9) all bears reinforcing bar (.
2. The shear wall cantilever beam structure of claim 1, wherein: fixed steel sheet (4) are close to the upper and lower both ends of one side each other and all have welded connecting reinforcement (5), and connecting reinforcement (5) all pass wall body (1) and extend to the inside and second reinforcing bar (3) welded fastening of wall body (1).
3. The shear wall cantilever beam structure of claim 1, wherein: the bottom of first support reinforcing bar (7) all with the one end welded fastening of second support reinforcing bar (13), the other end of second support reinforcing bar (13) all with the left and right sides welded fastening of wall body (1).
4. The shear wall cantilever beam structure of claim 1, wherein: one side that wall body (1) was kept away from in first component force reinforcing bar (8) all with the one end welded fastening of first fixed reinforcing bar (10), the other end of first fixed reinforcing bar (10) all the slant with the top welded fastening of first support reinforcement (7).
5. The shear wall cantilever beam structure of claim 1, wherein: the top of second component power reinforcing bar (9) all evenly is provided with second fixed steel bar (11), welded fastening between second fixed steel bar (11) slant and second component power reinforcing bar (9), the top second fixed steel bar (11) slant on second component power reinforcing bar (9) and the bottom welded fastening of first bearing steel bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922452348.5U CN211775091U (en) | 2019-12-30 | 2019-12-30 | Shear force wall cantilever beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922452348.5U CN211775091U (en) | 2019-12-30 | 2019-12-30 | Shear force wall cantilever beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211775091U true CN211775091U (en) | 2020-10-27 |
Family
ID=72977797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922452348.5U Active CN211775091U (en) | 2019-12-30 | 2019-12-30 | Shear force wall cantilever beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211775091U (en) |
-
2019
- 2019-12-30 CN CN201922452348.5U patent/CN211775091U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110952661A (en) | Connection mode of frame beam and integrated house frame beam and determination method of connection node | |
| CN211775091U (en) | Shear force wall cantilever beam structure | |
| CN215907027U (en) | Node that concrete structure and shaped steel roof beam are connected | |
| CN210856961U (en) | Triangular bracket for bridge | |
| CN211499306U (en) | Prefabricated assembled concrete shear force wall | |
| CN215253682U (en) | Wall connection structure and building structure wall | |
| CN214087316U (en) | Be used for concrete box girder to demolish segment hoist device | |
| CN201321681Y (en) | High-strength steel structure bracket and steel structure beam column frame | |
| CN211735808U (en) | Girder and crossbeam connection structure of H shaped steel concrete | |
| CN210482582U (en) | Transverse structure seam pulling plate convenient to use | |
| CN211774545U (en) | Reinforced H-shaped steel | |
| CN211369157U (en) | Assembled slotting energy-consuming shear wall with steel connecting nodes | |
| CN207749651U (en) | A kind of reinforcing construction of Truss Joint connection | |
| CN110104555A (en) | A kind of large span assembled T plate hoisting structure | |
| CN211949533U (en) | Hang basket collet system | |
| CN217734776U (en) | Cantilever frame | |
| CN211691073U (en) | Aerated concrete lintel | |
| CN211200744U (en) | Connecting device for civil engineering steel frame nodes | |
| CN217105807U (en) | Building structure assembled precast beam | |
| CN217997826U (en) | Modular bridge faces limit protector | |
| CN221396838U (en) | Novel T roof beam special lifting device | |
| CN215054560U (en) | Steel structure column base | |
| CN214614572U (en) | Steel structure supporting truss with anti-torsion function | |
| CN213806524U (en) | Protective net frame for scaffold | |
| CN202767497U (en) | Cap type bearing and ground transverse rod for safe supporting scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |