CN216042838U - High-rise building antidetonation reinforced structure - Google Patents
High-rise building antidetonation reinforced structure Download PDFInfo
- Publication number
- CN216042838U CN216042838U CN202122687114.6U CN202122687114U CN216042838U CN 216042838 U CN216042838 U CN 216042838U CN 202122687114 U CN202122687114 U CN 202122687114U CN 216042838 U CN216042838 U CN 216042838U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel column
- supporting
- fixedly connected
- limiting
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a high-rise building earthquake-resistant reinforcing structure which comprises a sealing wall, a fixed base, a side wing reinforcing metal plate, a supporting structure, a bearing steel column, a middle reinforcing metal plate and a limiting steel column, wherein the side wing reinforcing metal plate is arranged on the sealing wall; the outer wall of the bottom end of the sealing wall is fixedly connected with the outer wall of the top end of the fixed base; the outer walls of two sides of the bearing steel column are fixedly connected with the inner wall of one side of the fixed base; the outer wall of the bottom end of the supporting structure is fixedly connected with the outer wall of the top end of the bearing steel column; the outer wall of the bottom end of the limiting steel column is fixedly connected with the outer wall of the top end of the bearing steel column; the peripheral outer wall of the limiting steel column is fixedly connected to the inner wall of one side of the supporting structure. The supporting structure plays a role in supporting a building structure, the flank reinforcing metal plate and the middle reinforcing metal plate are used for establishing connection among the supporting structures, so that the supporting effect of the supporting structure is better, the fixing effect of the structure is improved, the supporting structure, the bearing steel column, the flank reinforcing metal plate and the middle reinforcing metal plate are further connected through the limiting steel column, and the stability of the whole building is improved.
Description
Technical Field
The utility model relates to the technical field of building reinforcement, in particular to a high-rise building earthquake-resistant reinforcement structure.
Background
Building reinforcement utilizes the carbon fiber, the adhesive steel, the high pressure is in milk and is strengthened the reinforcement to the building, the residential structure in city gets into ageing gradually, need consolidate the maintenance, from practicing thrift the cost consideration, utilize a lot of old structures, the condition of old building is more and more, the project that needs to carry out reinforcement treatment increases gradually, at present, among the prior art, high-rise building's antidetonation reinforced structure's tie point fixity is insecure, influence antidetonation reinforced structure's stability, consequently, need a high-rise building antidetonation reinforced structure urgently.
Through the retrieval, chinese patent application No. CN202021433463.4 discloses an earthquake-resistant reinforced structure for high-rise building, including the sealed wall, first enhancement panel beating, the fixed column, vertical solid steel column, the support steel column, the upper connecting hole, the fixed station, horizontal solid steel column, lower connecting hole and second enhancement panel beating, horizontal solid steel column is installed inside the fixed station, the fixed column is connected on the fixed station, vertical solid steel column is installed inside fixed column and horizontal solid steel column, the second is strengthened the panel beating and is connected at the fixed column surface, the upper connecting hole is seted up at the second and is strengthened panel beating up end, the lower connecting hole is seted up at the second and is strengthened panel beating lower extreme end, the support steel column is installed inside upper connecting hole and lower connecting hole, first enhancement panel beating is connected at the support steel column tip, the sealed wall is connected on the fixed station.
The anti-seismic reinforced structure for the high-rise building in the patent has the following defects: the connection of each component in the anti-seismic reinforcing structure for the high-rise building is not enough, so that the stability is poor.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects in the prior art and provides an earthquake-resistant reinforced structure for a high-rise building.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a high-rise building earthquake-resistant reinforcing structure comprises a sealing wall, a fixed base, a side wing reinforcing metal plate, a supporting structure, a bearing steel column, a middle reinforcing metal plate and a limiting steel column; the outer wall of the bottom end of the sealing wall is fixedly connected with the outer wall of the top end of the fixed base; the outer walls of two sides of the bearing steel column are fixedly connected with the inner wall of one side of the fixed base; the outer wall of the bottom end of the supporting structure is fixedly connected with the outer wall of the top end of the bearing steel column; the outer wall of the bottom end of the limiting steel column is fixedly connected with the outer wall of the top end of the bearing steel column; the peripheral outer wall of the limiting steel column is fixedly connected with the inner wall of one side of the supporting structure; the inner wall of one side of each side wing reinforcing metal plate is fixedly connected to the peripheral outer wall of the supporting structure; the inner wall of one side of the middle reinforcing metal plate is fixedly connected to the peripheral outer wall of the supporting structure.
Preferably: the supporting structure comprises a first supporting steel column and a second supporting steel column; first limiting holes which are uniformly distributed are formed in the inner wall of one side of the first supporting steel column; a through hole is processed on the inner wall of one side of the first supporting steel column.
Preferably: the peripheral outer walls of the second supporting steel columns are fixedly connected to the inner wall of one side of the through hole; and second limiting holes which are uniformly distributed are formed in the inner wall of one side of the second supporting steel column.
Preferred for the present invention are: the peripheral outer walls of the limiting steel columns are fixedly connected to the inner walls of one sides of the first limiting holes and the second limiting holes respectively.
As a preferable aspect of the present invention: the outer wall of the top end of the bearing steel column is provided with evenly distributed limiting connecting holes; the outer wall of the bottom end of the limiting steel column is fixedly connected to the inner wall of one side of the limiting connecting hole.
As a preferable aspect of the present invention: first supporting holes which are uniformly distributed are formed in the outer wall of the top end of the bearing steel column; the outer wall of the bottom end of the first supporting steel column is fixedly connected to the inner wall of one side of the first supporting hole.
As a preferable aspect of the present invention: second supporting holes which are uniformly distributed are formed in the outer wall of the top end of the bearing steel column; the outer wall of the bottom end of the second support hole is fixedly connected to the inner wall of one side of the second support hole.
The utility model has the beneficial effects that:
1. the supporting structure plays a role in supporting the building structure, the flanks strengthen the metal plate, and the middle strengthen the metal plate to establish contact with each supporting structure, so that the supporting effect of the supporting structure is better, the fixing effect of the structure is improved, the supporting structure, the bearing steel column, the flanks strengthen the metal plate, the middle strengthen the metal plate to be further connected through the limiting steel column, and the stability of the whole building is improved.
2. First support steel column among the bearing structure, the second supports the steel column and merges into "X" shape, make bearing structure's support scope grow, and the supporting effect is stronger, connect first support steel column, when the second supports the steel column, make first spacing hole on the first support steel column and the spacing hole of second on the second support steel column keep vertical communicating with each other, guarantee the stable effect of support of follow-up spacing steel column to bearing structure, bear spacing even hole on the steel column, the second supports the hole, first support hole bears bearing structure and spacing steel column, guarantee overall structure's interconnection, improve the antidetonation reinforcing effect of structure.
Drawings
FIG. 1 is a schematic view of the overall structure of an earthquake-resistant reinforcing structure for high-rise buildings according to the present invention;
FIG. 2 is a schematic view of the internal configuration of an earthquake-resistant reinforcing structure for high-rise buildings according to the present invention;
FIG. 3 is a schematic view of the supporting structure of the earthquake-resistant reinforcing structure for high-rise buildings according to the present invention;
fig. 4 is a schematic view of the form of a bearing steel column of the earthquake-resistant reinforced structure of the high-rise building provided by the utility model.
In the figure: 1-sealing wall, 2-fixed base, 3-flank reinforcing metal plate, 4-supporting structure, 401-first supporting steel column, 402-second supporting steel column, 403-second limiting hole, 404-first limiting hole, 405-through hole, 5-bearing steel column, 51-limiting connecting hole, 52-second supporting hole, 53-first supporting hole, 6-middle reinforcing metal plate and 7-limiting steel column.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not to be construed as limiting the device, structure, or element to which reference is made to have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
Example 1:
a high-rise building earthquake-resistant reinforcing structure is shown in figures 1 and 2 and comprises a sealing wall 1, a fixed base 2, a flank reinforcing metal plate 3, a supporting structure 4, a bearing steel column 5, a middle reinforcing metal plate 6 and a limiting steel column 7; the outer wall of the bottom end of the sealing wall 1 is fixedly connected with the outer wall of the top end of the fixed base 2; the outer walls of two sides of the bearing steel column 5 are fixedly connected with the inner wall of one side of the fixed base 2; the outer wall of the bottom end of the supporting structure 4 is fixedly connected with the outer wall of the top end of the bearing steel column 5; the outer wall of the bottom end of the limiting steel column 7 is fixedly connected with the outer wall of the top end of the bearing steel column 5; the peripheral outer walls of the limiting steel columns 7 are fixedly connected to the inner wall of one side of the supporting structure 4; the inner wall of one side of each of the two side wing reinforcing metal plates 3 is fixedly connected with the peripheral outer wall of the supporting structure 4; the inner wall of one side of the middle reinforcing metal plate 6 is fixedly connected to the peripheral outer wall of the supporting structure 4; bearing structure 4 plays the effect that supports building structure, and panel beating 3 is strengthened to the flank, the middle panel beating 6 of strengthening establishes the contact with each bearing structure 4 for bearing structure 4's supporting effect is better, improves the fixed effect of structure, strengthens panel beating 3, the middle panel beating 6 of strengthening with bearing structure 4, bearing steel column 5, flank through spacing steel column 7 and further links up, improves the holistic stability of building.
In order to further improve the earthquake-resistant reinforcing effect of the building, as shown in fig. 3 and 4, the support structure 4 includes a first support steel column 401 and a second support steel column 402; first limiting holes 404 which are uniformly distributed are formed in the inner wall of one side of the first supporting steel column 401; a through hole 405 is formed in the inner wall of one side of the first support steel column 401; the peripheral outer wall of the second support steel column 402 is fixedly connected to the inner wall of one side of the through hole 405; second limiting holes 403 which are uniformly distributed are formed in the inner wall of one side of the second supporting steel column 402; the peripheral outer walls of the limiting steel column 7 are respectively and fixedly connected with the inner walls of one sides of the first limiting hole 404 and the second limiting hole 403; the outer wall of the top end of the bearing steel column 5 is provided with evenly distributed limiting connecting holes 51; the outer wall of the bottom end of the limiting steel column 7 is fixedly connected with the inner wall of one side of the limiting connecting hole 51; the outer wall of the top end of the bearing steel column 5 is provided with first supporting holes 53 which are uniformly distributed; the outer wall of the bottom end of the first support steel column 401 is fixedly connected to the inner wall of one side of the first support hole 53; the outer wall of the top end of the bearing steel column 5 is provided with second supporting holes 52 which are uniformly distributed; the outer wall of the bottom end of the second support hole 52 is fixedly connected with the inner wall of one side of the second support hole 52; first support steel column 401 among bearing structure 4, second support steel column 402 merges into "X" shape, make bearing structure 4's support scope grow, and the supporting effect is stronger, connecting first support steel column 401, when second support steel column 402, make first spacing hole 404 on first support steel column 401 and the spacing hole 403 of second on the second support steel column 402 keep vertical communicating with each other, guarantee the support stable effect of follow-up spacing steel column 7 to bearing structure 4, bear spacing even hole 51 on the steel column 5, second support hole 52, first support hole 53 bears bearing structure 4 and spacing steel column 7, guarantee overall structure's interrelationship, improve the antidetonation reinforcing effect of structure.
In the embodiment, when in use, firstly, the bearing steel column 5 is fixedly installed inside the fixed base 2, then the heights of the two flank reinforcing metal plates 3 and the middle reinforcing metal plate 6 are arranged according to the height of the supporting structure 4, meanwhile, the first supporting steel column 401 is inserted into the first supporting hole 53 on the bearing steel column 5 and fixed along the upper holes of the flank reinforcing metal plate 3 and the middle reinforcing metal plate 6, the direction of the first limiting hole 404 on the first supporting steel column 401 is adjusted to be vertical, then, the second supporting steel column 402 is inserted into the through hole 405 in the first supporting steel column 401 along the holes of the flank reinforcing metal plate 3 and the middle reinforcing metal plate 6, and the second supporting steel column 402 is rotated, so that the direction of the second limiting hole 403 on the second supporting steel column 402 is adjusted to be vertical and communicated with the corresponding first limiting hole 404 on the first supporting steel column 401, then, the second supporting steel column 402 is fixed on the second supporting hole 52 on the bearing steel column 5, then insert spacing steel column 7 respectively the flank and strengthen panel beating 3, the hole on the middle enhancement panel beating 6, first spacing hole 404 on the first support steel column 401, the spacing hole 403 of second on the second support steel column 402 and the spacing even hole 51 on the bearing steel column 5 and fix for each subassembly has the associativity inside the structure, improves supporting effect and support scope, waters to sealed wall 1 inside at last, improves the antidetonation reinforcing effect of building.
The above description is for the purpose of illustrating the preferred embodiments of the present invention and is not intended to be exhaustive or to limit the utility model to the precise embodiments disclosed, and all modifications, equivalents, and improvements that may occur to those skilled in the art and that fall within the spirit and scope of the utility model are intended to be embraced therein.
Claims (7)
1. A high-rise building earthquake-resistant reinforcing structure comprises a sealing wall (1), a fixed base (2), a flank reinforcing metal plate (3), a supporting structure (4), a bearing steel column (5), a middle reinforcing metal plate (6) and a limiting steel column (7), and is characterized in that the outer wall of the bottom end of the sealing wall (1) is fixedly connected with the outer wall of the top end of the fixed base (2); the outer walls of two sides of the bearing steel column (5) are fixedly connected with the inner wall of one side of the fixed base (2); the outer wall of the bottom end of the supporting structure (4) is fixedly connected with the outer wall of the top end of the bearing steel column (5); the outer wall of the bottom end of the limiting steel column (7) is fixedly connected with the outer wall of the top end of the bearing steel column (5); the peripheral outer walls of the limiting steel columns (7) are fixedly connected to the inner wall of one side of the supporting structure (4); the inner wall of one side of each of the two flank reinforcing metal plates (3) is fixedly connected with the peripheral outer wall of the supporting structure (4); the inner wall of one side of the middle reinforcing metal plate (6) is fixedly connected to the peripheral outer wall of the supporting structure (4).
2. A high-rise earthquake-resistant reinforced structure as claimed in claim 1, wherein said support structure (4) comprises a first support steel column (401), a second support steel column (402); first limiting holes (404) are uniformly distributed on the inner wall of one side of the first supporting steel column (401); a through hole (405) is processed on the inner wall of one side of the first supporting steel column (401).
3. An earthquake-resistant reinforced structure for high-rise buildings according to claim 2, wherein the peripheral outer wall of the second supporting steel column (402) is fixedly connected with the inner wall of one side of the through hole (405); and second limiting holes (403) which are uniformly distributed are processed on the inner wall of one side of the second supporting steel column (402).
4. An earthquake-resistant reinforced structure for high-rise buildings according to claim 3, wherein the peripheral outer walls of the limiting steel columns (7) are fixedly connected to the inner walls of one sides of the first limiting holes (404) and the second limiting holes (403), respectively.
5. An earthquake-resistant reinforced structure for high-rise buildings according to claim 4, wherein the outer wall of the top end of the bearing steel column (5) is provided with evenly distributed limiting connecting holes (51); the outer wall of the bottom end of the limiting steel column (7) is fixedly connected to the inner wall of one side of the limiting connecting hole (51).
6. An earthquake-resistant reinforced structure for high-rise buildings according to claim 5, wherein the outer wall of the top end of the bearing steel column (5) is provided with first supporting holes (53) which are uniformly distributed; the outer wall of the bottom end of the first supporting steel column (401) is fixedly connected to the inner wall of one side of the first supporting hole (53).
7. An earthquake-resistant reinforced structure for high-rise buildings according to claim 6, wherein the outer wall of the top end of the bearing steel column (5) is provided with second supporting holes (52) which are uniformly distributed; the outer wall of the bottom end of the second support hole (52) is fixedly connected with the inner wall of one side of the second support hole (52).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122687114.6U CN216042838U (en) | 2021-11-04 | 2021-11-04 | High-rise building antidetonation reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122687114.6U CN216042838U (en) | 2021-11-04 | 2021-11-04 | High-rise building antidetonation reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216042838U true CN216042838U (en) | 2022-03-15 |
Family
ID=80613517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122687114.6U Active CN216042838U (en) | 2021-11-04 | 2021-11-04 | High-rise building antidetonation reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216042838U (en) |
-
2021
- 2021-11-04 CN CN202122687114.6U patent/CN216042838U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216042838U (en) | High-rise building antidetonation reinforced structure | |
| CN210976071U (en) | Connection node of assembled concrete beam column | |
| CN212317547U (en) | Novel shear force wall reinforcing and supporting system | |
| CN213233925U (en) | Assembled building curtain | |
| CN213114993U (en) | Stable supporting structure for coal shed | |
| CN210263393U (en) | Assembling and connecting device for steel structure of pipe truss | |
| CN210658674U (en) | Connecting node of net rack and wind-resistant column | |
| CN220790087U (en) | Section bar connecting end cover | |
| CN216713775U (en) | Pole setting for frame is climbed in construction | |
| CN210659366U (en) | Old building outer wall reinforced structure | |
| CN213741550U (en) | Notched beam | |
| CN214574818U (en) | Shape memory alloy limiting protection shock insulation support | |
| CN218815175U (en) | Aluminum alloy template for building construction | |
| CN214739283U (en) | Concrete bent column | |
| CN218933792U (en) | Climbing frame structure | |
| CN218175594U (en) | Support frame for bridge construction | |
| CN219826114U (en) | Circulation, span adjustable assembled floor braced system | |
| CN215519306U (en) | Anti-seismic building structure with steel frame and crossed central support of energy dissipation beam | |
| CN211286901U (en) | Angle steel tower column foot reinforcement reinforcing apparatus | |
| CN208152243U (en) | A kind of building load-carrying members | |
| CN216948728U (en) | Large-span beam improved column cap building with anti-toppling structure | |
| CN217398303U (en) | Novel interior climbing formula tower crane attaches wall frame | |
| CN217400294U (en) | Angle joint piece for building construction climbing frame | |
| CN219671763U (en) | Reinforcing device for special-shaped shear wall | |
| CN212078702U (en) | Bottom plate is connected to concrete patching machine mount |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |