CN213952715U - Resistance to compression type steel muscle cage structure - Google Patents
Resistance to compression type steel muscle cage structure Download PDFInfo
- Publication number
- CN213952715U CN213952715U CN202022495665.8U CN202022495665U CN213952715U CN 213952715 U CN213952715 U CN 213952715U CN 202022495665 U CN202022495665 U CN 202022495665U CN 213952715 U CN213952715 U CN 213952715U
- Authority
- CN
- China
- Prior art keywords
- steel bars
- cage
- annular
- bars
- annular reinforcing
- 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
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a resistance to compression type steel reinforcement cage structure, including inner cage and outer cage, the inner cage is located the inside of outer cage, outer cage includes a plurality of first annular reinforcing bars and a plurality of axial reinforcing bar, and a plurality of first annular reinforcing bar sets up along a preset straight line direction interval, and a plurality of the external diameter of first annular reinforcing bar is unanimous, and a plurality of axial reinforcing bar extend along the preset straight line direction parallel to each other, and a plurality of the axial reinforcing bar encircles first annular reinforcing bar interval sets up; the inner cage comprises a plurality of second annular reinforcing steel bars and a plurality of bent reinforcing steel bars, the second annular reinforcing steel bars are arranged at intervals in the preset linear direction and are arranged in a plurality of intervals in the preset linear direction, the outer diameters of the second annular reinforcing steel bars are reduced firstly and then increased, and the bent reinforcing steel bars are arranged at intervals in the second annular reinforcing steel bars. The utility model discloses aim at solving the not enough problem of current steel reinforcement cage structure compressive capacity.
Description
Technical Field
The utility model belongs to the building tool field, concretely relates to resistance to compression type steel muscle cage structure.
Background
The reinforcement cage mainly plays a role in tension and compression in the same way as the longitudinal reinforcement of the column. The pile body concrete is restrained, so that the pile body concrete can bear certain axial tension and axial pressure.
During construction of bridges and culverts or high-rise buildings, piles are driven according to the requirements, wherein the method comprises the steps of punching holes by using a machine and drilling holes by using a water mill, enabling the hole depth to reach the design requirement, then placing a steel reinforcement cage into the pile hole, and then inserting a guide pipe for concrete pouring.
The prefabricated steel bar structures such as cast-in-situ bored piles, dug piles and columns are generally called steel bar cages.
Current steel reinforcement cage is mostly the cuboid structure, and its compressive capacity is limited, and current improved generation structure sets up it into cylindricly, and its compressive capacity has certain improvement, still has certain improvement space.
SUMMERY OF THE UTILITY MODEL
To the technical problem that above-mentioned exists, the utility model provides a resistance to compression type steel reinforcement cage structure to solve the problem that current steel reinforcement cage structure compressive capacity is not enough, the utility model provides a resistance to compression type steel reinforcement cage structure has better compressive property, effectively improves concrete structure's structural strength.
The utility model provides a resistance to compression type steel reinforcement cage structure, including inner cage and outer cage, the inner cage is located the inside of outer cage, the outer cage includes a plurality of first annular reinforcing bars and a plurality of axial reinforcing bars, a plurality of first annular reinforcing bars set up along a preset straight line direction interval, and a plurality of the external diameter of first annular reinforcing bars is unanimous, a plurality of axial reinforcing bars extend along the preset straight line direction mutually in parallel, and the axial reinforcing bars are connected with the outer lane of a plurality of first annular reinforcing bars respectively in its extending direction, a plurality of the axial reinforcing bars encircle the first annular reinforcing bars interval setting; the inner cage comprises a plurality of second annular reinforcing steel bars and a plurality of bent reinforcing steel bars, the second annular reinforcing steel bars are arranged at intervals in the preset linear direction and are arranged at intervals in the preset linear direction, the outer diameters of the second annular reinforcing steel bars are reduced and then increased, the bent reinforcing steel bars are arranged at intervals in the second annular reinforcing steel bars, and the bent reinforcing steel bars are connected with the outer rings of the second annular reinforcing steel bars in the extending direction of the bent reinforcing steel bars respectively.
Further, the axial reinforcing bar with it is fixed to encircle through setting up first billet between the first annular reinforcing bar, bend the reinforcing bar with it is fixed to set up the second billet between the second annular reinforcing bar and encircle.
Furthermore, a steel bar fixing structure is arranged between the inner cage and the outer cage.
The utility model provides a resistance to compression type steel reinforcement cage structure is provided with interior cage and outer cage, forms the structure of multilayer steel reinforcement cage, interior cage with pass power each other between the outer cage, compare in traditional structure, it has stronger compressive capacity and stretch-proofing ability, and is further, interior cage is through the restriction the external diameter size of second annular reinforcing bar makes its two round platform structures that form the symmetry, and the interior cage of this symmetry round platform structure has better pressure conduction and anti deformability when receiving axial pressure, thereby effectively improves the whole compressive capacity of resistance to compression type steel reinforcement cage structure.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a structural schematic diagram of a compression-resistant reinforcement cage structure.
Detailed Description
The utility model discloses a resistance to compression type steel muscle cage structure, this resistance to compression type steel muscle cage structure have better compressive property, effectively improve concrete structure's structural strength.
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, only some embodiments, not all embodiments, of the present invention are described. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1, the utility model provides a resistance to compression type steel reinforcement cage structure, including inner cage 4 and outer cage 1, inner cage 4 is located the inside of outer cage 1, outer cage 1 includes a plurality of first annular reinforcing bars 2 and a plurality of axial reinforcing bars 3, a plurality of first annular reinforcing bars 2 set up along a preset straight line direction interval, and a plurality of the external diameter of first annular reinforcing bars 2 is unanimous, a plurality of axial reinforcing bars 3 extend along the preset straight line direction mutually in parallel, and axial reinforcing bars 3 are connected with the outer lane of a plurality of first annular reinforcing bars 2 respectively in its extending direction, a plurality of axial reinforcing bars 3 set up around first annular reinforcing bars 2 interval; interior cage 4 includes a plurality of second annular reinforcing bars 5 and a plurality of reinforcing bar 6 of bending, and is a plurality of second annular reinforcing bar 5 is followed predetermine the sharp direction interval and sets up, and follows predetermine the sharp direction, it is a plurality of the external diameter of second annular reinforcing bar 5 reduces earlier the back increase, and is a plurality of the reinforcing bar 6 of bending encircles 5 intervals of second annular reinforcing bar set up, the reinforcing bar 6 of bending is respectively with a plurality of in its extending direction the outer lane of second annular reinforcing bar 5 is connected.
Axial reinforcing bar 3 with it is fixed to encircle through setting up first billet between the first annular reinforcing bar 2, bend the reinforcing bar with it is fixed to set up the second billet between the second annular reinforcing bar 5.
And a steel bar fixing structure is arranged between the inner cage 4 and the outer cage 1.
The utility model provides a resistance to compression type steel reinforcement cage structure is provided with interior cage 4 and outer cage 1, forms the structure of multilayer steel reinforcement cage, interior cage 4 with pass power each other between the outer cage 1, compare in traditional structure, it has stronger compressive capacity and stretch-proofing ability, and is further, interior cage 4 is through the restriction the external diameter size of second annular reinforcing bar 5 makes it form two round platform structures of symmetry, and interior cage 4 of this symmetry round platform structure has better pressure conduction and anti-deformation ability when receiving axial pressure, thereby effectively improves the whole compressive capacity of resistance to compression type steel reinforcement cage structure.
The foregoing is a more detailed description of the present invention, taken in conjunction with the specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific embodiments shown and described. To the utility model belongs to the technical field of ordinary technical personnel, do not deviate from the utility model discloses under the prerequisite of design, can also make a plurality of simple deductions or replacement, all should regard as belonging to the utility model discloses a protection scope.
Claims (3)
1. The compression-resistant type steel bar cage structure is characterized by comprising an inner cage and an outer cage, wherein the inner cage is positioned inside the outer cage, the outer cage comprises a plurality of first annular steel bars and a plurality of axial steel bars, the first annular steel bars are arranged at intervals along a preset linear direction, the outer diameters of the first annular steel bars are consistent, the axial steel bars extend in parallel along the preset linear direction, the axial steel bars are respectively connected with the outer rings of the first annular steel bars in the extending direction of the axial steel bars, and the axial steel bars are arranged at intervals around the first annular steel bars; the inner cage comprises a plurality of second annular reinforcing steel bars and a plurality of bent reinforcing steel bars, the second annular reinforcing steel bars are arranged at intervals in the preset linear direction and are arranged at intervals in the preset linear direction, the outer diameters of the second annular reinforcing steel bars are reduced and then increased, the bent reinforcing steel bars are arranged at intervals in the second annular reinforcing steel bars, and the bent reinforcing steel bars are connected with the outer rings of the second annular reinforcing steel bars in the extending direction of the bent reinforcing steel bars respectively.
2. The structure of claim 1, wherein the axial reinforcement bars and the first annular reinforcement bars are fixed by a first steel bar, and the bent reinforcement bars and the second annular reinforcement bars are fixed by a second steel bar.
3. A compression-resistant steel reinforcement cage structure as claimed in claim 1, wherein a reinforcement fixing structure is provided between said inner cage and said outer cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022495665.8U CN213952715U (en) | 2020-11-02 | 2020-11-02 | Resistance to compression type steel muscle cage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022495665.8U CN213952715U (en) | 2020-11-02 | 2020-11-02 | Resistance to compression type steel muscle cage structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213952715U true CN213952715U (en) | 2021-08-13 |
Family
ID=77206385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022495665.8U Active CN213952715U (en) | 2020-11-02 | 2020-11-02 | Resistance to compression type steel muscle cage structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213952715U (en) |
-
2020
- 2020-11-02 CN CN202022495665.8U patent/CN213952715U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105064375B (en) | Construction method of retaining and water stopping structure of foundation pit support | |
| CN102704471A (en) | Prestress solid concrete preformed pile | |
| CN205712122U (en) | A kind of truss-like double-row pile associating suspension roof support system | |
| CN213952715U (en) | Resistance to compression type steel muscle cage structure | |
| CN101666085B (en) | Prefabricated part composite cement soil wall and construction method thereof | |
| CN202610797U (en) | Prestress solid concrete precast pile | |
| CN103485338A (en) | Prestress uplift pile and construction method thereof | |
| CN105666688A (en) | Precast pile, pile body and production method | |
| CN214116591U (en) | Reinforcement cage structure for foundation engineering construction | |
| CN202644525U (en) | Variable cross-section prestress reinforced concrete tubular pile | |
| CN109339340A (en) | A kind of external prestressing confined concrete filled tubular columns and its processing method | |
| CN212104044U (en) | Deviation preventing device for bored pile reinforcement cage | |
| CN113175124A (en) | Bamboo pole grouting reinforced hollow block structure adopting vertical through hole and construction method | |
| CN213805328U (en) | Underground continuous wall steel reinforcement cage structure | |
| CN219973217U (en) | Foundation pit fender post with adjustable rigidity | |
| CN215052942U (en) | Prestressed concrete pipe pile | |
| CN213596965U (en) | Prefabricated reinforced concrete soil nailing pile | |
| CN110847160A (en) | Integral bridge pile foundation structure adopting ECC concrete and construction method thereof | |
| CN213773781U (en) | UHPC-based assembled frame beam column connecting node | |
| CN218148300U (en) | Novel bored concrete pile steel reinforcement cage structure | |
| CN217353029U (en) | Novel steel pipe restraint assembled shear wall structure | |
| CN214460336U (en) | Concrete precast pile | |
| CN216361001U (en) | Structure for enhancing stress of jacking pipe | |
| CN219080292U (en) | Reinforcement cage for long cast-in-place piles | |
| CN215329890U (en) | Positioning device for high-pressure jet core-insert combined pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |