CN218090807U - High-strength foundation reinforcement cage - Google Patents
High-strength foundation reinforcement cage Download PDFInfo
- Publication number
- CN218090807U CN218090807U CN202221885992.7U CN202221885992U CN218090807U CN 218090807 U CN218090807 U CN 218090807U CN 202221885992 U CN202221885992 U CN 202221885992U CN 218090807 U CN218090807 U CN 218090807U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- reinforcement cage
- ring
- cross
- fixed
- 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 application belongs to the technical field of steel reinforcement cages and discloses a high-strength foundation steel reinforcement cage. Including the retaining ring, the inside fixedly connected with of retaining ring connects the ring, a plurality of reinforcing bar bodies of top fixedly connected with of connection ring, the inside of connection ring is provided with the enhancement subassembly, it includes cross reposition of redundant personnel stiffener to strengthen the subassembly, four fixed columns of inside fixedly connected with of cross reposition of redundant personnel stiffener, the fixed slot has been seted up to the inside of fixed column, the inside slip interlude of fixed slot is connected with the carriage release lever, two connecting rods of outer wall fixedly connected with of carriage release lever, the utility model discloses a set up the enhancement subassembly, utilize the design of strengthening the subassembly, cross reposition of redundant personnel stiffener and carriage release lever mutually support, under the effect of force, be convenient for install the inside of connecting the ring with cross reposition of redundant personnel stiffener, help increasing the stability of steel reinforcement cage, thereby reach the effect of enhancement, make the steel reinforcement cage atress when filling even, avoid taking place the deformation.
Description
Technical Field
The application relates to the technical field of reinforcement cages, more specifically say, relate to a high strength foundation reinforcement cage.
Background
When a bridge or a culvert or a high-rise building is constructed, foundation piling is required to be carried out according to requirements, a method is that a machine is used for punching and water grinding to drill holes, the hole depth reaches the design requirement, then a reinforcement cage is placed in a pile hole, a guide pipe is inserted for concrete pouring, when a concrete structure is a columnar or strip-shaped member, the reinforcement arranged at the periphery of the member is generally prefabricated, the reinforcement cage is the reinforcement cage, and the prefabricated reinforcement structures such as a bored pile, a column and the like are generally called the reinforcement cage.
Current steel reinforcement cage is at the prefabrication in-process, and the difficult interval of guaranteeing the main muscle when needing concrete placement is even, makes the steel reinforcement cage atress inhomogeneous, easily leads to the steel reinforcement cage to take place to warp when irritating the stake, reduces tubular pile intensity, brings inconvenience for the user.
SUMMERY OF THE UTILITY MODEL
In order to solve the above problems, the present application provides a high-strength foundation reinforcement cage.
The application provides a high strength foundation steel reinforcement cage adopts following technical scheme:
a high-strength foundation reinforcement cage comprises a fixed ring, wherein a connecting ring is fixedly connected inside the fixed ring, and a plurality of reinforcement bodies are fixedly connected to the top end of the connecting ring;
a reinforcing assembly is arranged inside the connecting ring and comprises a cross shunting reinforcing rod, four fixing columns are fixedly connected inside the cross shunting reinforcing rod, fixing grooves are formed in the fixing columns, a moving rod is slidably and alternately connected inside the fixing grooves, and two connecting rods are fixedly connected to the outer wall of the moving rod;
the inside of connecting the ring is provided with locking Assembly, locking Assembly includes the fixed block, the top fixedly connected with lug of fixed block, the top threaded connection of lug has two screws.
Furthermore, round holes are formed in four corners of the cross shunting reinforcing rod, and the insides of the round holes are connected with the outer walls of the four moving rods in a sliding and penetrating mode respectively.
Through above-mentioned technical scheme, through setting up cross reposition of redundant personnel stiffener and carriage release lever, the cross reposition of redundant personnel stiffener of being convenient for is installed in the inside of fixed block.
Furthermore, one end of the moving rod is fixedly connected with an arc-shaped block, and the other end of the moving rod is fixedly connected with a baffle.
Through above-mentioned technical scheme, through setting up arc piece and baffle, when the atress, the arc piece of being convenient for carries out horizontal migration.
Furthermore, one end of the baffle is fixedly connected with a spring, and one end of the spring is fixedly connected with the inside of the fixing groove.
Through above-mentioned technical scheme, through setting up spring and fixed slot, the spring compresses when the atress, loses external force and does the motion that resets.
Furthermore, the spout has been seted up to one of them one end of fixed block, the inside of spout and the outer wall sliding interlude of arc piece are connected.
Through above-mentioned technical scheme, through setting up spout and arc piece, the arc piece atress of being convenient for removes to the inside of spout and fixes.
Furthermore, two equal fixedly connected with fixed threaded ring in the opposite one side of connecting rod, two the inside of fixed threaded ring is respectively with the outer wall threaded connection of two screws.
Through above-mentioned technical scheme, through setting up fixed thread ring and screw, both mutually support, and the convenience is shunted the stiffener locking to the cross and is fixed.
In summary, the present application includes at least one of the following advantageous technical effects:
(1) The utility model discloses a set up the reinforcement assembly, utilized the design of reinforcement assembly, the cross reposition of redundant personnel stiffener is mutually supported with the carriage release lever, under the effect of power, is convenient for install the cross reposition of redundant personnel stiffener in the inside of connecting the ring, helps increasing steel reinforcement cage's stability to reach the effect of enhancement, make steel reinforcement cage atress when filling even, avoid taking place to warp.
(2) The utility model discloses a set up locking Assembly, utilized locking Assembly's design, fixed thread ring and screw, both mutually support, under the effect of power, make the screw remove to the inside of fixed thread ring, restrict the horizontal migration of carriage release lever to reach the fixed effect of locking, the cross of being convenient for shunts stiffener and steel reinforcement cage fixed connection.
Drawings
Fig. 1 is a schematic structural view of a reinforcement cage of the present application;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1 of the present application;
FIG. 3 is a schematic structural view of a cross-shaped flow distribution reinforcing rod of the present application;
fig. 4 is a schematic view of an internal structure of the fixing column of the present application.
The reference numbers in the figures illustrate:
1. fixing the circular ring; 2. connecting the circular rings; 3. a steel bar body; 4. a cross shunt reinforcement bar; 5. a fixed block; 6. a bump; 7. a screw; 8. a travel bar; 9. a connecting rod; 10. fixing the threaded ring; 11. an arc-shaped block; 1101. a baffle plate; 12. fixing the column; 1201. fixing grooves; 13. a spring.
Detailed Description
The technical solution in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application; it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all embodiments, and all other embodiments obtained by those of ordinary skill in the art without any inventive work based on the embodiments in the present application belong to the protection scope of the present application.
In the description of the present application, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present application. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present application, it should be noted that, unless otherwise explicitly stated or limited, the terms "mounted", "provided", "sleeved/connected", "connected", and the like, are to be interpreted broadly, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
Example 1:
the present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses a high-strength foundation reinforcement cage, please refer to fig. 1, which comprises a fixed ring 1 for fixing, a connecting ring 2 is fixedly connected inside the fixed ring 1, the connecting ring 2 and the fixed ring 1 are mutually matched for use, and a plurality of reinforcement bodies 3 are fixedly connected to the top end of the connecting ring 2;
the reinforcing assembly is arranged inside the connecting ring 2, the uniform spacing between the main ribs is facilitated, the stress of the steel reinforcement cage is uniform, the strength of the steel reinforcement cage is enhanced, the reinforcing assembly comprises a cross shunting reinforcing rod 4, four fixing columns 12 are fixedly connected inside the cross shunting reinforcing rod 4, fixing grooves 1201 are formed inside the fixing columns 12, springs 13 are placed inside the fixing grooves 1201, when the springs 13 are stressed, the springs 13 are compressed under stress, reset motion is performed after external force is lost, moving rods 8 are slidably and alternately connected inside the fixing grooves 1201, the moving rods 8 are cylindrical, two connecting rods 9 are fixedly connected to the outer walls of the moving rods 8, and the two connecting rods 9 are mutually matched to play a connecting role;
connect the inside of ring 2 and be provided with locking Assembly, it is fixed to be convenient for lock the cross reposition of redundant personnel stiffener 4, locking Assembly includes fixed block 5, fixed block 5 is provided with four, four fixed block 5 use of mutually supporting, the spout has all been seted up to two fixed block 5 relative one sides, the spout uses with arc piece 11 mutually supporting, the top fixedly connected with lug 6 of fixed block 5, the top threaded connection of lug 6 has two screws 7, two screws 7 mutually support, when the atress, screw 7 removes the inside to fixed thread ring 10.
The round hole has all been seted up in the four corners of cross reposition of redundant personnel stiffener 4, and the inside of four round holes is connected with the outer wall sliding alternate of four movable rods 8 respectively, and the arc piece 11 atress of being convenient for carries out horizontal migration.
One end of the moving rod 8 is fixedly connected with an arc-shaped block 11, the other end of the moving rod 8 is fixedly connected with a baffle 1101, and the baffle 1101 is matched with a spring 13 for use.
One end of the baffle 1101 is fixedly connected with a spring 13, and one end of the spring 13 is fixedly connected with the inside of the fixing groove 1201.
The spout has been seted up to one of them one end of fixed block 5, and the inside of spout is connected with the outer wall sliding alternate of arc piece 11.
The equal fixedly connected with fixed threaded ring 10 in one side that two connecting rods 9 are opposite, the internal thread has been seted up to the inside of fixed threaded ring 10, and fixed threaded ring 10 uses with screw 7 mutually supporting, plays the fixed effect of locking, the inside of two fixed threaded ring 10 respectively with the outer wall threaded connection of two screws 7.
The implementation principle of this application embodiment a high strength foundation steel reinforcement cage does: a user firstly holds the cross shunt reinforcing rod 4 by hand and moves the cross shunt reinforcing rod 4 to the inside of the connecting ring 2;
when the arc-shaped block 11 is held by hand again, when the arc-shaped block 11 is stressed, the arc-shaped block 11 moves horizontally in the direction close to the fixed column 12, the moving rod 8 moves horizontally along with the arc-shaped block 11, the connecting rod 9 moves horizontally along with the moving rod 8, the fixed threaded ring 10 moves horizontally along with the connecting rod 9, the baffle 1101 moves horizontally along with the moving rod 8, the spring 13 is stressed to be compressed, and the spring 13 is in a compressed state;
then the arc-shaped block 11 is moved to one side of the fixed block 5, the arc-shaped block 11 is loosened, the spring 13 loses external force and performs reset motion, the spring 13 pushes the baffle 1101 to perform horizontal movement in the direction away from the spring 13, the moving rod 8 performs horizontal movement in the direction following the baffle 1101, the connecting rod 9 performs horizontal movement in the direction following the moving rod 8, the fixed threaded ring 10 performs horizontal movement in the direction following the connecting rod 9, the arc-shaped block 11 performs horizontal movement in the direction following the moving rod 8, the arc-shaped block 11 moves to the inside of the sliding chute, and the arc-shaped block 11 stops moving;
the screw 7 is held by hand again, and when a force is applied, the screw 7 moves to the inside of the fixed threaded ring 10.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (6)
1. The utility model provides a high strength ground steel reinforcement cage, includes fixed ring (1), its characterized in that: a connecting ring (2) is fixedly connected inside the fixed ring (1), and a plurality of steel bar bodies (3) are fixedly connected to the top end of the connecting ring (2);
a reinforcing assembly is arranged inside the connecting ring (2), the reinforcing assembly comprises a cross shunting reinforcing rod (4), four fixing columns (12) are fixedly connected inside the cross shunting reinforcing rod (4), fixing grooves (1201) are formed inside the fixing columns (12), a moving rod (8) is slidably and alternately connected inside the fixing grooves (1201), and two connecting rods (9) are fixedly connected to the outer wall of the moving rod (8);
the inside of connecting ring (2) is provided with locking Assembly, locking Assembly includes fixed block (5), the top fixedly connected with lug (6) of fixed block (5), the top threaded connection of lug (6) has two screws (7).
2. A high strength foundation reinforcement cage according to claim 1, wherein: round holes are formed in four corners of the cross diversion reinforcing rods (4), and the insides of the four round holes are connected with the outer walls of the four moving rods (8) in a sliding and penetrating mode respectively.
3. A high strength foundation reinforcement cage according to claim 2, wherein: one end of the moving rod (8) is fixedly connected with an arc-shaped block (11), and the other end of the moving rod (8) is fixedly connected with a baffle (1101).
4. A high strength foundation reinforcement cage according to claim 3, wherein: one end of the baffle plate (1101) is fixedly connected with a spring (13), and one end of the spring (13) is fixedly connected with the inside of the fixing groove (1201).
5. A high strength foundation reinforcement cage according to claim 1, wherein: the sliding groove is formed in one end of the fixing block (5), and the inner portion of the sliding groove is connected with the outer wall of the arc-shaped block (11) in a sliding penetrating mode.
6. A high strength foundation reinforcement cage according to claim 1, wherein: two equal fixedly connected with fixed threaded ring (10) in the opposite one side of connecting rod (9), two the inside of fixed threaded ring (10) respectively with the outer wall threaded connection of two screws (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221885992.7U CN218090807U (en) | 2022-07-22 | 2022-07-22 | High-strength foundation reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221885992.7U CN218090807U (en) | 2022-07-22 | 2022-07-22 | High-strength foundation reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218090807U true CN218090807U (en) | 2022-12-20 |
Family
ID=84482050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221885992.7U Active CN218090807U (en) | 2022-07-22 | 2022-07-22 | High-strength foundation reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218090807U (en) |
-
2022
- 2022-07-22 CN CN202221885992.7U patent/CN218090807U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209538184U (en) | A kind of simple reusable lattice column positioning device | |
| CN103104092A (en) | Support composite structure of beam and slab | |
| CN215802667U (en) | Steel structure crossbeam | |
| CN218090807U (en) | High-strength foundation reinforcement cage | |
| CN214169449U (en) | Connecting structure of steel structure beam and steel structure column | |
| CN107100093A (en) | A kind of cast in-situ piling pile reinforcement bridge pier structure and building method | |
| CN208950360U (en) | A kind of auxiliary support mechanism of building structure strengthening | |
| CN216238475U (en) | Tubular pile foundation reinforcing apparatus | |
| CN203905036U (en) | Stiff filling core structure of pre-stressed concrete pipe pile | |
| JP6703466B2 (en) | Jig for preventing leakage of filler and method for manufacturing composite pile using the jig | |
| CN110359596B (en) | Prefabricated combination assembled steel sheet shear force wall | |
| CN210122761U (en) | Super high-rise steel pipe concrete column base | |
| CN113982349A (en) | Deep foundation pit special position stiffness structural column and construction method thereof | |
| CN217557663U (en) | Frame post template reinforcing apparatus is built in room | |
| CN107806252B (en) | Upper pier structure for seismic isolation and reinforcement of existing building and construction method thereof | |
| CN112431305A (en) | Assembly type building frame and quick connection method thereof | |
| CN220521759U (en) | Multi-functional floor reinforcing bar net piece interval controlling means | |
| IT202000016588A1 (en) | SYSTEM AND METHOD OF FOUNDATION WITH SEISMIC ISOLATION OF BUILDINGS | |
| CN213329086U (en) | Pile foundation structure for building engineering that stability is strong | |
| CN213114693U (en) | Tower crane foundation platform | |
| CN215105375U (en) | Modular lattice steel frame shotcrete anchor supporting construction | |
| CN214942362U (en) | Novel support frame for civil engineering structural design | |
| CN220746937U (en) | Reinforcing device for building foundation pit in civil engineering | |
| CN214658832U (en) | House building engineering is with reinforcement type supporting template | |
| CN220848347U (en) | Reinforced bar anchoring member of reinforced concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |