CN220704740U - Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure - Google Patents
Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure Download PDFInfo
- Publication number
- CN220704740U CN220704740U CN202322052096.3U CN202322052096U CN220704740U CN 220704740 U CN220704740 U CN 220704740U CN 202322052096 U CN202322052096 U CN 202322052096U CN 220704740 U CN220704740 U CN 220704740U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- reinforcement
- pressure
- connecting plates
- soil block
- 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 70
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 15
- 238000005260 corrosion Methods 0.000 title claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 38
- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 239000004576 sand Substances 0.000 claims abstract description 8
- 239000002245 particle Substances 0.000 claims abstract description 5
- 238000005266 casting Methods 0.000 claims description 5
- 230000010354 integration Effects 0.000 claims description 5
- 230000007797 corrosion Effects 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 4
- 229910052760 oxygen Inorganic materials 0.000 abstract description 4
- 239000001301 oxygen Substances 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 23
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 239000008187 granular material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to the technical field of building construction, in particular to a reinforcing mechanism and an anti-corrosion reinforced concrete structure. The integrated block is coated on the outer side between the first soil block and the second soil block; the reinforcing mechanism comprises a plurality of connecting components and reinforcing components positioned on the inner sides of the connecting components; the connecting assembly comprises a pressure-bearing reinforcing table, a connecting plate and a waterproof cover. According to the waterproof reinforcement structure, the reinforcement assembly and the connecting assembly are arranged in the concrete structure, the reinforcement assembly is arranged in the waterproof cover through the connecting assembly, and the water-absorbing sand particles are filled on the outer side of the reinforcement assembly, so that the waterproof performance of the reinforcement assembly is effectively improved, the reinforcement assembly is prevented from being corroded by moisture and oxygen in a humid environment, the volume of the reinforcement is expanded, the structural performance of the concrete is further damaged, and the set strength and the safety of the integral structure are improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a reinforcing mechanism and an anti-corrosion reinforced concrete structure.
Background
Reinforced concrete structures are a common form of building construction, which is composed of concrete and steel bars. The steel bars are embedded into the concrete, have high strength and good ductility and can bear tensile force. After the reinforcing steel bars are arranged in the concrete, when the concrete is subjected to external load, the reinforcing steel bars and the concrete work together, the reinforcing steel bars are responsible for bearing the tensile force, and the concrete is responsible for bearing the pressure, so that a synergistic effect is formed.
But because concrete structures naturally exist with many fine capillary channels, fine cracks and holes. In addition, the construction process is manual operation, the condition of uneven vibration can cause honeycomb and hole formation, the hidden dangers are that water enters a channel of a concrete structure, and the water slowly leaks into the concrete structure through the capillary channels, the cracks and the holes to corrode the steel bars.
The existing reinforced concrete structure is waterproof only by adding an impervious agent into concrete, the integral waterproof property and the anticorrosion property are poor, and certain potential safety hazards exist in the long-term use process.
Disclosure of Invention
Aiming at the problems in the background technology, a reinforcing mechanism and an anti-corrosion reinforcing reinforced concrete structure are provided. Through being provided with reinforcement subassembly and coupling assembling inside concrete structure, reinforcement subassembly passes through coupling assembling setting in the buckler, and the outside is filled with water-absorbing sand and stone granule, has effectively improved the waterproof to reinforcement subassembly, avoids it to receive the erosion of moisture and oxygen in the humid environment, leads to the reinforcing bar volume to expand, and then destroys the structural performance of concrete, has improved overall structure's settlement intensity and security.
The utility model provides a reinforcing mechanism which comprises a plurality of connecting components and reinforcing components positioned on the inner sides of the connecting components.
The connecting assembly comprises pressure-bearing reinforcing tables, connecting plates and a waterproof cover, wherein two connecting plates are arranged, the pressure-bearing reinforcing tables are arranged between the two connecting plates, the waterproof cover is connected to the outer sides between the pressure-bearing reinforcing tables and the two groups of connecting plates, water-absorbing sand particles are filled in the waterproof cover, and arch plates are arranged between the two adjacent pressure-bearing reinforcing tables;
the reinforcing assembly comprises a reinforcing steel bar reinforcing column and inclined reinforcing steel bars, the reinforcing steel bar reinforcing column penetrates through the middle of the pressure-bearing reinforcing platform, two ends of the reinforcing steel bar reinforcing column are respectively connected with the two connecting plates, the inclined reinforcing steel bars positioned on two sides of the reinforcing steel bar reinforcing column are further arranged between the two connecting plates and the pressure-bearing reinforcing platform, each two corresponding inclined reinforcing steel bars are matched with the connecting plates and the pressure-bearing reinforcing platform to form a trapezoid reinforcing unit, and the inclined reinforcing steel bars and the reinforcing steel bar reinforcing column are both positioned in the waterproof cover.
Preferably, a plurality of protruding blocks I which are uniformly distributed are arranged on the outer sides of the two connecting plates, and a plurality of grooves I which are positioned between the adjacent protruding blocks I are formed in the two connecting plates.
The utility model further provides a reinforcing mechanism and an anti-corrosion reinforced concrete structure, the reinforcing mechanism comprises a first soil block and a second soil block, casting grooves are formed in opposite sides of the first soil block and the second soil block, the reinforcing mechanism is arranged in the casting grooves, and an integrated block is coated on the outer side between the first soil block and the second soil block.
Preferably, pouring blocks positioned on the outer side of the reinforcing mechanism are arranged in the pouring grooves.
Preferably, the upper end face and the lower end face of the inner wall of the pouring groove are respectively provided with a plurality of convex blocks II which are uniformly distributed, the convex blocks II are respectively matched with the corresponding grooves I, and a plurality of grooves II which are matched with the convex blocks I are also formed in the pouring groove.
Preferably, the first soil block, the second soil block, the integration block and the pouring block are all made of concrete.
Compared with the prior art, the utility model has the following beneficial technical effects: the reinforcement assembly and the connecting assembly are arranged in the concrete structure, the reinforcement assembly consists of the reinforcement columns and the inclined reinforcement plates, and the reinforcement assembly is matched with the pressure-bearing reinforcement table and the connecting plate in the connecting assembly to form a trapezoid reinforcement unit, so that the structure can generate balanced counterforce distribution when being subjected to external force in the vertical or horizontal direction, the deformation and stress concentration degree of the structure are reduced, and the stability of setting the whole structure is improved; and consolidate the subassembly and set up in the buckler through coupling assembling, the outside is filled with water-absorbing sand and stone granule, has effectively improved the waterproof to consolidate the subassembly, avoids it to receive the erosion of moisture and oxygen in the humid environment, leads to the reinforcing bar volume to expand, and then destroys the structural performance of concrete, has improved overall structure's settlement intensity and security.
Drawings
FIG. 1 is a schematic view of a reinforcement mechanism and an anti-corrosive reinforced concrete structure according to the present utility model;
FIG. 2 is a schematic view of the connection assembly of FIG. 1;
fig. 3 is a schematic view of a partial enlarged structure at a in fig. 2.
Reference numerals: 1. soil block I; 2. a second soil block; 3. pouring a groove; 4. a connection assembly; 401. a pressure-bearing reinforcing table; 402. a connecting plate; 403. a waterproof cover; 5. a reinforcement assembly; 501. reinforcing steel bar reinforcing columns; 502. oblique reinforcing plate; 6. water-absorbing sand particles; 7. a arch plate; 8. a first bump; 9. a groove I; 10. an integration block; 11. pouring blocks; 12. a second bump; 13. and a second groove 13.
Detailed Description
Example 1
As shown in fig. 1-3, the reinforcement mechanism and the anti-corrosion reinforcement type reinforced concrete structure provided by the utility model comprise a first soil block 1, a second soil block 2 and the reinforcement mechanism, wherein pouring grooves 3 are formed in opposite sides of the first soil block 1 and the second soil block, the reinforcement mechanism is arranged in the pouring grooves 3, and an integration block 10 is coated on the outer side between the first soil block 1 and the second soil block 2.
The reinforcing mechanism comprises a plurality of connecting assemblies 4 and reinforcing assemblies 5 positioned on the inner sides of the connecting assemblies 4; the connecting assembly 4 comprises a pressure-bearing reinforcing table 401, two connecting plates 402 and a waterproof cover 403, wherein the number of the connecting plates 402 is two, the pressure-bearing reinforcing table 401 is arranged between the two connecting plates 402, the waterproof cover 403 is connected to the outer side between the pressure-bearing reinforcing table 401 and the two groups of connecting plates 402, water-absorbing sand and stone particles 6 are filled in the waterproof cover 403, and an arch plate 7 is arranged between every two adjacent pressure-bearing reinforcing tables 401; the reinforcement assembly 5 comprises a reinforcing steel bar reinforcement column 501 and inclined reinforcing steel bars 502, the reinforcing steel bar reinforcement column 501 penetrates through the middle of the pressure-bearing reinforcement table 401, two ends of the reinforcing steel bar reinforcement column 501 are respectively connected with the two connecting plates 402, the inclined reinforcing steel bars 502 positioned on two sides of the reinforcing steel bar reinforcement column 501 are further arranged between the two connecting plates 402 and the pressure-bearing reinforcement table 401, each two corresponding inclined reinforcing steel bars 502 are matched with the connecting plates 402 and the pressure-bearing reinforcement table 401 to form a trapezoid reinforcement unit, and the inclined reinforcing steel bars 502 and the reinforcing steel bar reinforcement column 501 are both positioned in the waterproof cover 403.
Further, pouring blocks 11 positioned at the outer side of the reinforcing mechanism are arranged in the pouring groove 3, and the first soil block 1, the second soil block 2, the integration block 10 and the pouring blocks 11 are made of concrete.
The working principle of the utility model is as follows: firstly, pouring a first soil block 1 and a second soil block 2 into a shape through a mould, then placing a prefabricated connecting plate 402 and a pressure-bearing reinforcing table 401 at a proper position in a pouring groove 3, pouring from one side of the two connecting plates 402, positioning the connecting plates 402, pouring a pouring block 11 between the two connecting plates 402, pouring an integrated block 10 from the outer sides of the first soil block 1 and the second soil block 2 through the mould, wherein in the use process of the structure, a multi-layer concrete structure is arranged, the structure has better pressure bearing capacity, can bear the weight and the strength of most of buildings and structures, and simultaneously, two equal-length oblique steel rib plates 502 are matched with the pressure-bearing reinforcing table 401 and the connecting plates 402 to form a trapezoid reinforcing unit, and because the oblique steel rib plates 502 provide larger stress areas, the main longitudinal and shearing forces are borne, and the reinforcing table 401 and the reinforcing steel bar reinforcing columns 501 are matched to bear the main horizontal load, so that the integral bearing capacity of the structure is increased, and the longitudinal load can be transferred to the two adjacent pressure-bearing reinforcing tables 401 through the arrangement of an arch plate 7 to form good stress distribution; the slant gusset 502 and the reinforcing bar post pass through coupling assembling 4 to be set up in buckler 403, and the outside is filled with water-absorbing sand and stone granule 6, has effectively improved the waterproof nature of its body, avoids receiving the erosion of moisture and oxygen in the humid environment, leads to the reinforcing bar volume expansion, and then destroys the structural performance of concrete, has improved overall structure's settlement intensity and security.
Example two
As shown in fig. 3, according to the reinforcement mechanism and the anti-corrosion reinforcement reinforced concrete structure provided by the utility model, on the basis of the embodiment, a plurality of uniformly distributed first protruding blocks 8 are arranged on the outer sides of two connecting plates 402, a plurality of first grooves 9 positioned between two adjacent first protruding blocks 8 are formed on two connecting plates 402, a plurality of second uniformly distributed protruding blocks 12 are arranged on the upper end face and the lower end face of the inner wall of a pouring groove 3, the plurality of second protruding blocks 12 are respectively matched with the corresponding first grooves 9, and a plurality of second grooves 13 matched with the first protruding blocks 8 are formed in the pouring groove 3.
In this embodiment, the connection area between the connection board 402 and the pouring slot 3 can be increased by arranging the first bump 8, the second bump 12, the first groove 9 and the second groove 13, the acting force between the connection points can be more uniformly distributed by increasing the connection area, and the stress born by the unit area is reduced, so that the local stress concentration degree can be reduced, the shearing resistance and the tensile bearing capacity of the connection are improved, and the stability of the connection is improved.
The embodiments of the present utility model have been described in detail with reference to the drawings, but the present utility model is not limited thereto, and various changes can be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model.
Claims (6)
1. A reinforcement mechanism, characterized by comprising a plurality of connecting components (4) and a reinforcement component (5) positioned on the inner side of the connecting components (4);
the connecting assembly (4) comprises a pressure-bearing reinforcing table (401), two connecting plates (402) and a waterproof cover (403), wherein the two connecting plates (402) are arranged, the pressure-bearing reinforcing table (401) is arranged between the two connecting plates (402), the waterproof cover (403) is connected to the outer side between the pressure-bearing reinforcing table (401) and the two groups of connecting plates (402), water-absorbing sand particles (6) are filled in the waterproof cover (403), and arch plates (7) are arranged between the two adjacent pressure-bearing reinforcing tables (401);
reinforcing component (5) are including reinforcing bar reinforcing column (501) and slant gusset (502), reinforcing bar reinforcing column (501) runs through the middle part that sets up in pressure-bearing reinforcing platform (401), its both ends are connected with two connecting plates (402) respectively, and still be provided with slant gusset (502) that are located reinforcing bar reinforcing column (501) both sides between two connecting plates (402) and pressure-bearing reinforcing platform (401), every two corresponding slant gusset (502) form trapezoidal reinforcing element with connecting plate (402) and pressure-bearing reinforcing platform (401) cooperation, slant gusset (502) and reinforcing bar reinforcing column (501) all are located buckler (403).
2. A strengthening mechanism according to claim 1, wherein a plurality of evenly distributed first protrusions (8) are arranged on the outer sides of the two connecting plates (402), and a plurality of first grooves (9) between two adjacent first protrusions (8) are arranged on the two connecting plates (402).
3. An anti-corrosion reinforced concrete structure, which is provided with the reinforcing mechanism as claimed in any one of claims 1-2, and is characterized by comprising a first soil block (1) and a second soil block (2), wherein pouring grooves (3) are formed in opposite sides of the first soil block (1) and the second soil block, the reinforcing mechanism is arranged in the pouring grooves (3), and an integrated block (10) is coated on the outer side between the first soil block (1) and the second soil block (2).
4. A reinforced concrete structure with corrosion protection according to claim 3, characterized in that the casting groove (3) is provided with casting blocks (11) outside the reinforcement means.
5. The reinforced concrete structure of claim 3, wherein the upper and lower end surfaces of the inner wall of the pouring groove (3) are respectively provided with a plurality of uniformly distributed second protruding blocks (12), the second protruding blocks (12) are respectively matched with the corresponding first grooves (9), and a plurality of second grooves (13) matched with the first protruding blocks (8) are further formed in the pouring groove (3).
6. The reinforced concrete structure of claim 4, wherein the first (1), second (2), integration (10) and casting (11) blocks are all made of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322052096.3U CN220704740U (en) | 2023-08-01 | 2023-08-01 | Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322052096.3U CN220704740U (en) | 2023-08-01 | 2023-08-01 | Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220704740U true CN220704740U (en) | 2024-04-02 |
Family
ID=90442173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322052096.3U Active CN220704740U (en) | 2023-08-01 | 2023-08-01 | Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220704740U (en) |
-
2023
- 2023-08-01 CN CN202322052096.3U patent/CN220704740U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101952514B (en) | Fit-together type of precast concrete lining and bridging structural body | |
| CN101672071B (en) | Vertical reinforced concrete component-connection node for buckling-restrained brace | |
| CN108824818B (en) | Construction method of assembled concrete filled steel tube frame-shear wall structure system | |
| CN105888134A (en) | Prefabricated Truss-Embedded Composite Beam | |
| CN106400954A (en) | Steel beam-steel pipe concrete column joint based on damage control concept | |
| CN111270683A (en) | Long-span foundation pit soil layer temporary supporting system | |
| CN220704740U (en) | Reinforcing mechanism and anti-corrosion reinforcing reinforced concrete structure | |
| CN212561864U (en) | Anti-seismic fabricated building | |
| CN111749364B (en) | Assembled composite wall based on C-shaped steel and construction method thereof | |
| KR102212695B1 (en) | Long span steel concrete composite beam | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN202390760U (en) | Steel-wood composite bridge structure provided with perforated steel board connecting pieces | |
| CN108265752A (en) | Spell the more cabin underground pipe galleries of cabin formula | |
| CN215290169U (en) | Hollow prefabricated assembled lattice beam structure of component | |
| CN211523761U (en) | Ribbed light steel beam with novel connection mode | |
| CN212715463U (en) | Assembled wall body | |
| CN212561984U (en) | Combined energy dissipation shock attenuation strutting arrangement of chevron shape assembled | |
| CN211872631U (en) | Connecting device for bridge panels | |
| CN210713526U (en) | Steel pipe bundle combined structure composed of steel plate and T-shaped steel | |
| CN112942364A (en) | Self-balancing large-span deep foundation pit prestressed beam system | |
| CN207812834U (en) | A kind of damping combined beam structure | |
| CN112227580A (en) | Steel pipe truss prestressed hollow superimposed sheet | |
| CN111236068A (en) | Spliced prefabricated steel-concrete beam bridge deck | |
| CN109653243A (en) | Spell the more cabin underground pipe galleries of cabin formula | |
| CN220550677U (en) | Profile steel concrete composite structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |