CN210563540U - Improved newly-added reverse beam reinforcing structure - Google Patents
Improved newly-added reverse beam reinforcing structure Download PDFInfo
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- CN210563540U CN210563540U CN201921448343.9U CN201921448343U CN210563540U CN 210563540 U CN210563540 U CN 210563540U CN 201921448343 U CN201921448343 U CN 201921448343U CN 210563540 U CN210563540 U CN 210563540U
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- support frame
- roof beam
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Abstract
The utility model discloses an improved newly-added reversed beam reinforcing structure in the technical field of reversed beam reinforcing, which comprises an original structural beam, the upper end of the original structural beam is provided with an original floor slab, the upper end surface of the original floor slab is provided with a reticular steel bar support frame, the upper end surface of the reticular steel bar support frame is uniformly provided with steel plates, the centers of the upper end surfaces of the steel plates are respectively provided with a square steel bar cage, the periphery of the square reinforcement cage is provided with square cast concrete, the periphery of the square cast concrete is provided with a supporting base, the supporting base is arranged on the upper end surface of the reticular reinforced bar supporting frame, a piling wall is arranged outside the square poured concrete, this simple structure, it is convenient succinct to pour technology, has guaranteed the anti-roof beam stability, and does not destroy original structure, makes anti-roof beam combine into an organic whole with original floor and original structure roof beam, has strengthened the integrality of original structure roof beam and newly-increased anti-roof beam.
Description
Technical Field
The utility model relates to a technical field is consolidated to the back beam, specifically is a modified newly-increased back beam reinforced structure.
Background
Reinforced concrete structures have been known for over 160 years to date. The early reinforced concrete structure is limited by the process and level of construction at that time, and is influenced by various factors such as low strength grade of reinforcing steel bars and concrete, potential safety hazards such as concrete cracking and structural inclination can appear after the reinforced concrete structure is used for many years, in order to ensure that a load-bearing structure and a member with insufficient reliability or requiring improvement of the reliability by an owner have the current design specification and the safety, durability and applicability required by the owner, the structure needs to be reinforced, the existing reinforcing structure generally damages the original structural beams in different degrees, and the whole imperfection of the new and old beams, therefore, an improved newly-added inverted beam reinforcing structure is delayed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a modified newly-increased back roof beam reinforced structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: including original structure roof beam, original structure roof beam upper end is equipped with original floor, original floor up end is equipped with the steel mesh reinforcement support frame, the steel mesh reinforcement support frame up end evenly is equipped with the steel sheet, steel sheet up end center department all is equipped with square steel reinforcement cage, square steel reinforcement cage is equipped with square concreting all around, square concreting all is equipped with the support base all around, the support pedestal mounting is at steel mesh reinforcement support frame up end, square concreting outside is equipped with piles and builds the wall.
Preferably, the steel plate is welded on the upper end face of the reticular steel bar support frame.
Preferably, the outer wall of the square cast concrete is flush with the outer wall of the steel plate.
Preferably, the support base is cast together with square cast concrete.
Preferably, the brickwork is built by square bricks.
Preferably, the inside of the net-shaped reinforcing steel bar support frame is also poured with concrete.
Compared with the prior art, the beneficial effects of the utility model are that: the steel plate is adopted to weld the reticular steel bar support frame, and then the square steel bar cage is welded on the steel plate, so that the floor slab and the structure on the floor slab are combined together, and the integrity of the upper structure is ensured.
The supporting base is adopted, so that the upper reversed beam disperses gravity, the floor slab is stressed uniformly, and the stability of the reversed beam is ensured.
Drawings
FIG. 1 is a schematic view of an improved new reinforcing structure of a reverse beam of the present invention;
FIG. 2 is a left side view structural diagram of the inverted beam reinforced structure of the present invention;
fig. 3 is a schematic view of the structure of the supporting base of the present invention.
In the figure: 1 original structure roof beam, 2 floors, 3 netted reinforcing bar support frames, 4 support bases, 5 steel sheets, 6 square steel reinforcement cages, 7 square concreting, 8 pile and build a wall.
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. 1-3, the present invention provides a technical solution: including original structure roof beam 1, 1 upper end of original structure roof beam is equipped with original floor 2, 2 up end of original floor are equipped with netted reinforcing bar support frame 3, 3 up end of netted reinforcing bar support frame evenly are equipped with steel sheet 5, 5 up end center departments of steel sheet all are equipped with square steel reinforcement cage 6, square steel reinforcement cage 6 is equipped with square concreting 7 all around, square concreting 7 all is equipped with support base 4 all around, support base 4 installs at netted reinforcing bar support frame 3 up end, the 7 outside stackings 8 that are equipped with of square concreting.
Wherein, the steel sheet 5 welds at 3 up end of mesh reinforcement support frame, and 5 gravity of steel sheet itself press on mesh reinforcement support frame 3, make steel sheet 5 and mesh reinforcement support frame 3 combine together to do not destroy original floor 2 and original structure roof beam 1.
The outer wall of the square poured concrete 7 is flush with the outer wall of the steel plate 5, the template is installed on the outer wall of the steel plate 5, and the concrete is completely poured on the upper end face of the steel plate 5 inside the concrete poured template, so that the square poured concrete 7 and the steel plate 5 are tightly combined to form a whole.
The supporting base 4 and the square cast concrete 7 are cast together, the template is installed on the periphery of the supporting base 4 before casting, and the supporting base 4 and the square cast concrete 7 are integrated through concrete casting, so that the integrity of the upper beam is guaranteed.
Pile and build wall 8 and pile up by square brick, because the fastening structure of the reverse roof beam in upper portion is same straight line with the fastening structure of the original structure roof beam in lower part, through the connection of original floor 2, do not keep the integration with the original structure roof beam in lower part on the messenger, but upper portion is in order to guarantee the stability of square concreting 7, piles into the fixed wall with the clearance between the square concreting 7, guarantees that superstructure is complete.
Concrete placement is also carried out to 3 insides of reticular steel reinforcement support frame, because steel sheet 5 finishes with the installation of support base 4, in order to guarantee that the structure of the inverted beam in upper portion forms an organic whole completely with original floor 2, must pour concrete with 3 inside vacant positions of reticular steel reinforcement support frame, also be the important step of guaranteeing that superstructure and original floor 2 combine together.
The working principle is as follows: when in use, the reticular steel bar support frame 3 is connected with the steel bars reserved on the upper end face of the original floor slab 2, so that the reticular steel bar support frame 3 is combined with the original floor slab 2, then the steel plates 5 are uniformly arranged on the reticular steel bar support frame 3, the combination of the two is ensured due to the pressing and welding of gravity, then the square steel bar cage 6 is welded on the upper end face of the steel plate 5, the template is arranged on the outer wall of the steel plate 5, concrete is poured between the concrete and the template, so that the steel plate 5 and the square steel bar cage 6 form a combined body, because the template of the support base 4 is arranged when the template is arranged, the template of the support base 4 is poured with concrete, the support base 4 disperses the gravity of the square poured concrete 7, so that the floor slab 2 is uniformly stressed, because the inside of the reticular steel bar support frame 3 can not be completely combined with the upper square poured concrete 7, the concrete, guarantee bottom and upper portion and combine completely, in order to guarantee the stability of square concreting 7, pile into the wall with the brick between it, make superstructure form an organic whole, do not destroy original floor 2 and original structure roof beam 1 moreover.
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 modified increases anti-roof beam reinforced structure newly, includes original structure roof beam (1), its characterized in that: original structure roof beam (1) upper end is equipped with original floor (2), original floor (2) up end is equipped with steel mesh support frame (3), steel mesh support frame (3) up end evenly is equipped with steel sheet (5), steel sheet (5) up end center department all is equipped with square steel reinforcement cage (6), square steel reinforcement cage (6) are equipped with square concreting (7) all around, square concreting (7) all are equipped with supporting base (4) all around, supporting base (4) are installed at steel mesh support frame (3) up end, square concreting (7) outside is equipped with piles and builds wall (8).
2. An improved newly-added inverted beam reinforcement structure according to claim 1, wherein: the steel plate (5) is welded on the upper end face of the reticular steel bar support frame (3).
3. An improved newly-added inverted beam reinforcement structure according to claim 1, wherein: the outer wall of the square cast concrete (7) is flush with the outer wall of the steel plate (5).
4. An improved newly-added inverted beam reinforcement structure according to claim 1, wherein: the supporting base (4) and the square pouring concrete (7) are poured together.
5. An improved newly-added inverted beam reinforcement structure according to claim 1, wherein: the piling wall (8) is piled by square bricks.
6. An improved newly-added inverted beam reinforcement structure according to claim 1, wherein: concrete pouring is also carried out inside the reticular steel bar support frame (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921448343.9U CN210563540U (en) | 2019-09-03 | 2019-09-03 | Improved newly-added reverse beam reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921448343.9U CN210563540U (en) | 2019-09-03 | 2019-09-03 | Improved newly-added reverse beam reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210563540U true CN210563540U (en) | 2020-05-19 |
Family
ID=70629781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921448343.9U Expired - Fee Related CN210563540U (en) | 2019-09-03 | 2019-09-03 | Improved newly-added reverse beam reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210563540U (en) |
-
2019
- 2019-09-03 CN CN201921448343.9U patent/CN210563540U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200519 Termination date: 20210903 |
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| CF01 | Termination of patent right due to non-payment of annual fee |