CN214531501U - Novel reinforcing ring beam - Google Patents
Novel reinforcing ring beam Download PDFInfo
- Publication number
- CN214531501U CN214531501U CN202120027096.6U CN202120027096U CN214531501U CN 214531501 U CN214531501 U CN 214531501U CN 202120027096 U CN202120027096 U CN 202120027096U CN 214531501 U CN214531501 U CN 214531501U
- Authority
- CN
- China
- Prior art keywords
- steel sheet
- utility
- model
- steel
- discloses
- 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
Abstract
The utility model discloses a novel reinforcement ring roof beam, this reinforcement ring roof beam include first steel sheet and second steel sheet, first steel sheet and second steel sheet mutually perpendicular, be equipped with a plurality of second through-holes on the first steel sheet, be equipped with a plurality of first through-holes on the second steel sheet, the reinforcing bar passes the second through-hole and is connected with first steel sheet, the reinforcing bar passes first through-hole and is connected with the second steel sheet. The first steel plate and the second steel plate are fixedly connected with the fixing block. A plurality of the utility model discloses the accessible locating piece is connected with the constant head tank. The utility model discloses a concreting is fixed on the concrete wall on the reinforcing bar, and two-layer reinforced concrete has been laid to inside, consolidates effectually. The utility model discloses accessible locating piece and constant head tank interconnect when using, the utility model discloses a when the steel sheet received the extrusion, the fixed block played the supporting role to the steel sheet, simultaneously the utility model discloses it is convenient to dismantle, the later maintenance of being convenient for.
Description
Technical Field
The utility model relates to a ring roof beam, in particular to novel reinforcement ring roof beam.
Background
Most brick-concrete structure buildings are damaged and deformed in different degrees through long-time use, wind and rain invasion and geological change, and the brick-concrete structure buildings needing to be restarted are reinforced and transformed. In the prior art, the ring beams are fixed together, so that the ring beams are inconvenient to disassemble and maintain. But if the ring beam is a dispersed individual, the ring beam does not play a role in enhancing the integrity and the space rigidity of the house. The fastening method of the ring beam at present mainly uses iron wires and templates for reinforcement or further uses the step fastening for up and down drilling the wall body for reinforcement; however, the existing reinforcing method is poor in reinforcing effect and often not firm in fixation, so that the subsequent ring beam is poor in appearance pouring quality due to the fact that the ring beam is improper in forming and reinforcing measures.
SUMMERY OF THE UTILITY MODEL
In order to overcome the deficiencies in the above-mentioned background art, the utility model provides a novel reinforcing ring roof beam.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a novel reinforcing ring roof beam, includes first steel sheet and second steel sheet, first steel sheet and second steel sheet mutually perpendicular, be equipped with a plurality of second through-holes on the first steel sheet, be equipped with a plurality of first through-holes on the second steel sheet, the reinforcing bar passes the second through-hole and is connected with first steel sheet, the reinforcing bar passes first through-hole and is connected with the second steel sheet. The utility model discloses a two first steel sheets and two second steel sheets, two first steel sheet is parallel to each other, two the second steel sheet is parallel to each other. And the upper end of one second steel plate is provided with a positioning block, and the upper end of the other second steel plate is provided with a positioning groove. The positioning block is matched with the positioning groove. The first steel plate and the second steel plate are fixedly connected with the fixing block, and the fixing block is perpendicular to the first steel plate and the second steel plate. When the first steel plate and the second steel plate are stressed, the fixing blocks provide a supporting effect to prevent the first steel plate and the second steel plate from inclining. A plurality of the utility model discloses accessible locating piece and positioning groove interconnect. The first through hole and the second through hole are not on the same horizontal plane, the first through hole is higher than the second through hole, and the purpose is that the reinforcing steel bar passing through the first through hole and the reinforcing steel bar passing through the second through hole do not interfere with each other. The utility model discloses inside sets up two-layer reinforcing bar.
The utility model has the advantages that: the utility model discloses a concreting is fixed on the concrete wall on the reinforcing bar, the utility model discloses inside two-layer reinforced concrete has been laid, consolidates effectually. The utility model discloses accessible locating piece and constant head tank interconnect when using, the utility model discloses only receive the power of vertical direction just can be dismantled. The utility model discloses a when the steel sheet received the extrusion, the fixed block played the supporting role to the steel sheet, the utility model discloses difficult being extruded. Simultaneously the utility model discloses it is convenient to dismantle, the later maintenance of being convenient for.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is the structure schematic diagram of the utility model discloses after the installation reinforcing bar.
Fig. 3 is a schematic structural diagram of the connection of the two present invention.
Fig. 4 is a partial enlarged view of the junction of the two present invention.
In the figure, 1, a first steel plate, 2, a first through hole, 3, a positioning block, 4, a second through hole, 5, a fixing block, 6, a second steel plate, 7, a positioning groove and 8, a steel bar are arranged.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings. The parts not mentioned in the utility model can be realized by adopting or using the prior art for reference.
As shown in fig. 1-4, a novel reinforcing ring beam comprises a first steel plate 1 and a second steel plate 6, wherein the first steel plate 1 and the second steel plate 6 are perpendicular to each other, a plurality of second through holes 4 are formed in the first steel plate 1, a plurality of first through holes 2 are formed in the second steel plate 6, a reinforcing steel bar 8 penetrates through the second through holes 4 to be connected with the first steel plate 1, and the reinforcing steel bar 8 penetrates through the first through holes 2 to be connected with the second steel plate 6. The utility model discloses a two first steel sheets 1 and two second steel sheets 6, two first steel sheets 1 are parallel to each other, and two second steel sheets 6 are parallel to each other. The upper end of one second steel plate 6 is provided with a positioning block 3, and the upper end of the other second steel plate 6 is provided with a positioning groove 7. The positioning block 3 is matched with the positioning groove 7. First steel sheet 1, second steel sheet 6 and 5 fixed connection of fixed block, fixed block 5 simultaneously perpendicular to first steel sheet 1, second steel sheet 6, first steel sheet 1, second steel sheet 6 are when the atress, and fixed block 5 provides the supporting role, prevents that first steel sheet 1, second steel sheet 6 from taking place the slope. A plurality of the utility model discloses accessible locating piece 3 is connected with constant head tank 7. The first through hole 2 and the second through hole 4 are not on the same horizontal plane. The first through-hole 2 is higher than the second through-hole 4.
When the utility model is used, the first steel plate 1 and the second steel plate 6 are firstly poured with concrete for the concrete wall, then the reinforcing steel bar 8 passes through the second through hole 4 to be connected with the first steel plates 1 at the two sides, the concrete is poured, the reinforcing steel bar 8 is poured with the concrete, and the first layer of the reinforcing steel bar 8 is laid completely; and laying a second layer of steel bars 8, connecting the steel bars 8 with the second steel plates 6 at two ends through the first through holes 2, pouring concrete, pouring the steel bars 8 by using the concrete, and finishing laying the second layer of steel bars 8. The utility model discloses when connecting, through the locating piece 3 with the constant head tank 7 cooperation of another circle roof beam, press locating piece 3 downwards from constant head tank 7 top, press into constant head tank 7 with locating piece 3, the utility model discloses be firmly fixed promptly in the horizontal direction. Fixed block 5 is perpendicular to first steel sheet 1, second steel sheet 6 simultaneously to with first steel sheet 1, 6 fixed connection of second steel sheet, first steel sheet 1, second steel sheet 6 are when the atress, and fixed block 5 provides the supporting role, prevents that first steel sheet 1, second steel sheet 6 from taking place the slope.
Will through concreting on the reinforcing bar the utility model discloses fix on the concrete wall, the utility model discloses two-layer reinforced concrete has been laid to inside, and it is effectual to consolidate. The utility model discloses accessible locating piece and constant head tank interconnect when using, the utility model discloses only receive the power of vertical direction just can be dismantled. The utility model discloses a when the steel sheet received the extrusion, the fixed block played the supporting role to the steel sheet, the utility model discloses difficult being extruded. Simultaneously the utility model discloses it is convenient to dismantle, the later maintenance of being convenient for.
Claims (5)
1. The utility model provides a novel reinforcing ring roof beam which characterized in that: including first steel sheet (1) and second steel sheet (6), first steel sheet (1) and second steel sheet (6) mutually perpendicular, be equipped with a plurality of second through-holes (4) on first steel sheet (1), be equipped with a plurality of first through-holes (2) on second steel sheet (6), reinforcing bar (8) pass second through-hole (4) and are connected with first steel sheet (1), reinforcing bar (8) pass first through-hole (2) and are connected with second steel sheet (6).
2. The novel reinforcing ring beam of claim 1, characterized in that: the steel plate comprises two first steel plates (1) and two second steel plates (6), wherein the two first steel plates (1) are parallel to each other, and the two second steel plates (6) are parallel to each other.
3. The novel reinforcing ring beam of claim 2, characterized in that: a positioning block (3) is arranged at the upper end of one second steel plate (6), and a positioning groove (7) is arranged at the upper end of the other second steel plate (6).
4. A novel reinforced ring beam as claimed in claim 3, wherein: the positioning block (3) is matched with the positioning groove (7).
5. The novel reinforcing ring beam of claim 1, characterized in that: the first steel plate (1), the second steel plate (6) and the fixing block (5) are fixedly connected, and the fixing block (5) is perpendicular to the first steel plate (1) and the second steel plate (6) at the same time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120027096.6U CN214531501U (en) | 2021-01-06 | 2021-01-06 | Novel reinforcing ring beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120027096.6U CN214531501U (en) | 2021-01-06 | 2021-01-06 | Novel reinforcing ring beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214531501U true CN214531501U (en) | 2021-10-29 |
Family
ID=78301100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120027096.6U Active CN214531501U (en) | 2021-01-06 | 2021-01-06 | Novel reinforcing ring beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214531501U (en) |
-
2021
- 2021-01-06 CN CN202120027096.6U patent/CN214531501U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103352563A (en) | Self plate-bearing type steel bar mesh support combined template and construction method thereof | |
| CN211775739U (en) | Detachable formwork structure for cast-in-place concrete slab | |
| CN212026786U (en) | Fastener device suitable for detachable steel bar truss building carrier plate | |
| CN103741970A (en) | Assembled machining shed for building construction and manufacture and installation method thereof | |
| CN205475677U (en) | Steel house room unit | |
| CN214401884U (en) | Basement outer wall unilateral formwork stress system | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN214531501U (en) | Novel reinforcing ring beam | |
| CN107700840A (en) | Formwork structure | |
| CN108222326B (en) | Foam concrete light steel keel composite ultrahigh wall and construction method thereof | |
| CN214423395U (en) | Assembled waterproof wall of leading | |
| CN211369523U (en) | Template system of expansion joint shear force wall | |
| CN213773941U (en) | Assembled cold-formed thin-walled steel composite wall | |
| CN212248809U (en) | Prefabricated formula side fascia of assembly type structure | |
| CN210195053U (en) | Prefabricated plate and steel construction connected node | |
| CN207633655U (en) | Outer gutter formwork structure | |
| CN211006352U (en) | Pier stud template reinforced structure | |
| CN112746628A (en) | Cast-in-place comprehensive pipe gallery formwork supporting structure and cast-in-place comprehensive pipe gallery construction method | |
| CN215368684U (en) | Reinforcement type template based on house building engineering | |
| CN112196260A (en) | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof | |
| CN206256587U (en) | Steel bar girder | |
| CN217998075U (en) | Assembled underground structure | |
| CN214834809U (en) | Template drilling-free clamp | |
| CN220014251U (en) | Slope roof steel cornices | |
| CN216196610U (en) | Integral fixture for beam side wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |