CN220747239U - Novel cantilever beam member reinforcing structure - Google Patents
Novel cantilever beam member reinforcing structure Download PDFInfo
- Publication number
- CN220747239U CN220747239U CN202322472566.1U CN202322472566U CN220747239U CN 220747239 U CN220747239 U CN 220747239U CN 202322472566 U CN202322472566 U CN 202322472566U CN 220747239 U CN220747239 U CN 220747239U
- Authority
- CN
- China
- Prior art keywords
- cantilever beam
- wall body
- reinforcing
- steel sheet
- steel plate
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 230000006835 compression Effects 0.000 claims description 12
- 238000007906 compression Methods 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 5
- 239000003292 glue Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the field of building construction, in particular to a novel cantilever beam member reinforcing structure. Including wall body and cantilever beam, the left side of wall body is provided with the cantilever beam, its characterized in that, the inside of wall body and cantilever beam is provided with the reinforcing bar, the inside of wall body is provided with the steel sheet, the steel sheet links to each other with the reinforcing bar grafting, and reinforcement member can dismantle the setting and be in the inside of steel sheet, wherein, reinforcement member is used for carrying out stable fixed work to the steel sheet, reinforcement member cooperation steel sheet and reinforcing bar are used for increasing the intensity of cantilever beam. Through set up the reinforcing bar in wall body and cantilever beam inside, steel sheet and reinforcement member can effectively increase the intensity of cantilever beam, improves the overall stability of structure.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a novel cantilever beam member reinforcing structure.
Background
Cantilever beams, also called cantilever beams, are a building structural design, which generally refers to beams that mainly carry loads and are cantilevered beyond support points in the structure of a building, which can be used to increase the openness and flexibility of space, as well as create a unique building appearance,
at present, in the cantilever beam construction process, due to construction process reasons, some cantilever components often cannot be constructed once along with a main body structure, reinforcement needs to be planted in the later stage, but some components have the phenomenon of insufficient reinforcement planting anchoring depth, so that potential safety and quality hazards are brought to the cantilever structure.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model aims to provide a novel cantilever beam member reinforcing structure.
The technical scheme adopted for solving the technical problems is as follows: the utility model provides a novel cantilever beam member reinforced structure, includes wall body and cantilever beam, the left side of wall body is provided with the cantilever beam, its characterized in that, the inside of wall body and cantilever beam is provided with the reinforcing bar, the inside of wall body is provided with the steel sheet, the steel sheet links to each other with the reinforcing bar grafting, and reinforcement member can dismantle the setting and be in the inside of steel sheet, wherein, reinforcement member is used for stabilizing fixed work to the steel sheet, reinforcement member cooperation steel sheet and reinforcing bar are used for increasing the intensity of cantilever beam.
Further, the inside of the wall body is provided with a groove for providing steel plate installation.
Further, a cavity in which the reinforcing member is installed is provided in the steel plate.
Further, the depression bar inserts the inside of steel sheet, through after inserting the extension board is laminated with the steel sheet, rotatory after the laminating the bolt is fixed the extension board on the steel sheet, drives the depression bar when fixed and continues to move to the inboard, jack-up the ejector pin from the inside of steel sheet when the depression bar removes, jack-up the back will the inside of wall body is fixed to the steel sheet.
Further, an inclined plane is arranged at the joint of the ejector rod and the compression rod.
The beneficial effects of the utility model are as follows: the utility model provides a novel cantilever beam member reinforcing structure:
1. intensity increases: through set up the reinforcing bar in wall body and cantilever beam inside, steel sheet and reinforcement member can effectively increase the intensity of cantilever beam, improves the overall stability of structure.
2. And (3) detachable design: the reinforcing member is detachably arranged in the cavity inside the steel plate, so that stable fixing work of the steel plate is more convenient, and maintenance and repair are facilitated.
3. The slide position provides: through set up the recess in the steel sheet inside and provide the sliding position of ejector pin and depression bar for reinforcement member's installation and adjustment are more nimble, in order to adapt to different demands and actual conditions.
4. Structural fixity: the reinforcing member comprises a push rod, a pressure rod, a support plate and a bolt, and the push rod can be jacked up and tightly attached to the pressure rod through mutual matching and fixing, so that the stability and the safety of the structure are ensured.
5. And (3) matching work optimization: the laminating department of ejector pin and depression bar is provided with the inclined plane, makes things convenient for them to carry out correct cooperation work, has further improved whole reinforced structure's reliability and work effect, problem that the planting muscle anchor degree of depth is not enough of solution that simultaneously can be fine.
Drawings
Fig. 1 is a schematic diagram of the present utility model.
Fig. 2 is a detailed view of the connection structure at a position enlarged in fig. 1.
Fig. 3 is a detail view of the front cross-sectional connection structure of fig. 1.
Fig. 4 is a right-side view of the steel plate of fig. 1 in detail.
Fig. 5 is a detailed view of the connection structure at a position enlarged at B in fig. 3.
Reference numerals illustrate: 1. wall body, 2, cantilever beam, 3, reinforcing bar, 4, steel sheet, 5, reinforcement member, 501, ejector pin, 502, depression bar, 503, extension board, 504, bolt.
Detailed Description
The utility model will be further illustrated with reference to specific examples, which are to be understood as illustrative only and are not intended to limit the scope of the utility model. Further, it is understood that various changes and modifications may be made by those skilled in the art after reading the teachings of the present utility model, and such equivalents are intended to fall within the scope of the claims appended hereto.
Referring to fig. 1-5, the structure diagram of the utility model is a novel cantilever beam member reinforcing structure, which comprises a wall body 1 and a cantilever beam 2, wherein the cantilever beam 2 is arranged on the left side of the wall body 1, reinforcing steel bars 3 are arranged in the wall body 1 and the cantilever beam 2, the reinforcing steel bars 3 are inserted into the wall body 1 and the cantilever beam 2, glue filling is needed in inserted through holes, a steel plate 4 is arranged in the wall body 1, the steel plate 4 is inserted into the outer wall of the reinforcing steel bars 3 for welding, the steel plate 4 is connected with the reinforcing steel bars 3 in an inserting mode, the reinforcing member 5 is detachably arranged in the steel plate 4, the reinforcing member 5 is used for stably fixing the steel plate 4, and the reinforcing member 5 is matched with the steel plate 4 and the reinforcing steel bars 3 and is used for increasing the strength of the cantilever beam 2.
The inside of the wall 1 is provided with a groove for mounting the steel plate 4, and the groove provides a mounting position for the steel plate 4.
The steel plate 4 has a cavity for mounting the reinforcing member 5 therein, and the cavity is used to provide a sliding position of the ejector pin 501 and the compression bar 502.
Specifically, the reinforcing member 5 includes: ejector pin 501, depression bar 502, extension board 503 and bolt 504;
ejector rod 501 slides and sets up inside the four corners of steel sheet 4, ejector rod 501 can slide from top to bottom in the inside of steel sheet 4, depression bar 502 peg graft inside the outer wall of steel sheet 4, depression bar 502 can outwards push out ejector rod 501 from the inside of steel sheet 4, and depression bar 502 is laminated mutually with ejector rod 501, the fixed right side that sets up at depression bar 502 of extension board 503, extension board 503 cooperation bolt 504 is used for fixing behind the jack-up of depression bar 502 to ejector rod 501, bolt 504 screw thread sets up inside the both sides of extension board 503, wherein, bolt 504 is used for fixing extension board 503 and depression bar 502 after the intussuseption.
It should be noted that, the joint of the ejector rod 501 and the compression rod 502 is provided with an inclined plane, and the inclined plane is convenient for carrying out cooperation work on the ejector rod 501 and the compression rod 502.
When the cantilever beam 2 is used, after the cantilever beam 2 is built on the wall body 1, the steel bar 3 is inserted into the cantilever beam 2 and the wall body 1, the inserted through holes are used for glue filling, after the steel bar 3 is inserted, the steel plate 4 is inserted into the outer wall of the steel bar 3 after the glue filling, the steel bar is inserted into the wall body 1 while the steel bar is inserted, the compression bar 502 is inserted into the steel plate 4 after the steel bar is inserted, the steel bar is attached to the steel plate 4 through the support plate 503 after the steel bar is inserted, the support plate 503 is fixed to the steel plate 4 through the rotation bolt 504 after the attachment, the compression bar 502 is driven to continuously move inwards while being fixed, the push bar 501 is jacked from the inside of the steel plate 4 when the compression bar 502 moves, the steel plate 4 is fixed into the wall body 1 after the jacking, the steel plate 4 is welded with the steel bar 3 after the steel bar 4 is fixed, the reinforcing work of the cantilever beam 2 is completed, and the position of the steel plate 4 can be covered by concrete.
Claims (5)
1. The utility model provides a novel cantilever beam member reinforced structure, includes wall body (1) and cantilever beam (2), the left side of wall body (1) is provided with cantilever beam (2), a serial communication port, the inside of wall body (1) and cantilever beam (2) is provided with reinforcing bar (3), the inside of wall body (1) is provided with steel sheet (4), steel sheet (4) are pegged graft with reinforcing bar (3) and are linked together, novel cantilever beam member reinforced structure still includes:
a reinforcing member (5) detachably provided inside the steel plate (4);
the reinforcing member (5) is used for stably fixing the steel plate (4), and the reinforcing member (5) is matched with the steel plate (4) and the steel bar (3) to increase the strength of the cantilever beam (2).
2. The novel cantilever beam member reinforcing structure according to claim 1, wherein: the inside of wall body (1) is provided with the recess that provides steel sheet (4) installation.
3. The novel cantilever beam member reinforcing structure according to claim 2, wherein: the steel plate (4) is internally provided with a cavity for installing the reinforcing member (5).
4. A novel cantilever beam member reinforcing structure according to claim 3, wherein: the reinforcement member (5) includes:
the ejector rods (501) are arranged in four corners of the steel plate (4) in a sliding manner;
the compression bar (502) is inserted into the outer wall of the steel plate (4), and the compression bar (502) is attached to the ejector rod (501);
the support plate (503) is fixedly arranged on the right side of the compression bar (502);
bolts (504) which are arranged in the two sides of the support plate (503) in a threaded manner;
the bolt (504) is used for fixing the support plate (503) and the compression bar (502) after insertion.
5. The novel cantilever beam member reinforcement structure of claim 4, wherein: an inclined plane is arranged at the joint of the ejector rod (501) and the compression rod (502).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322472566.1U CN220747239U (en) | 2023-09-12 | 2023-09-12 | Novel cantilever beam member reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322472566.1U CN220747239U (en) | 2023-09-12 | 2023-09-12 | Novel cantilever beam member reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220747239U true CN220747239U (en) | 2024-04-09 |
Family
ID=90566479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322472566.1U Active CN220747239U (en) | 2023-09-12 | 2023-09-12 | Novel cantilever beam member reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220747239U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118668818A (en) * | 2024-08-23 | 2024-09-20 | 中国建筑第五工程局有限公司 | Cantilever beam and construction method |
-
2023
- 2023-09-12 CN CN202322472566.1U patent/CN220747239U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118668818A (en) * | 2024-08-23 | 2024-09-20 | 中国建筑第五工程局有限公司 | Cantilever beam and construction method |
| CN118668818B (en) * | 2024-08-23 | 2024-10-25 | 中国建筑第五工程局有限公司 | Cantilever beam and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN220747239U (en) | Novel cantilever beam member reinforcing structure | |
| CN110424596A (en) | A kind of plug-in wall connecting device | |
| CN217480405U (en) | Assembled steel construction building | |
| CN220620445U (en) | Steel structure beam column | |
| CN208685852U (en) | A kind of wall assembling structure that bonding strength is high | |
| CN214329278U (en) | Steel structure beam column connecting and assembling structure | |
| CN214006407U (en) | Square tube type steel structure well | |
| CN113279393B (en) | Prestressed profile steel support pile and installation method | |
| CN211143392U (en) | Assembled steel construction outer wall | |
| CN214657732U (en) | Assembled steel structure frame | |
| CN219690842U (en) | Large cantilever steel separation frame floor structure | |
| CN210976319U (en) | Steel structure beam | |
| CN210976244U (en) | Floor splice plate | |
| CN212404895U (en) | Single-column pier bridge anti-overturning reinforcing device based on high-performance steel fiber concrete | |
| CN210658711U (en) | Modular steel construction roof beam can be dismantled | |
| CN221219163U (en) | Curtain built-in fitting structure | |
| CN217897275U (en) | Bolt type angle iron template | |
| CN219840200U (en) | Assembled steel structure frame for frame building construction | |
| CN217870973U (en) | Assembled steel and concrete beam connected node structure | |
| CN219451073U (en) | Triaxial connection structure for quick assembly box house | |
| CN218597378U (en) | I-steel connecting component | |
| CN218479314U (en) | Steel structure for green building | |
| CN215211577U (en) | Beam column node structure easy to build | |
| CN219587208U (en) | Reverse bank template reinforcing apparatus | |
| CN220099922U (en) | Support device for reinforcing pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |