CN216516489U - Anti-floating reinforcement cage structure for cast-in-place pile - Google Patents
Anti-floating reinforcement cage structure for cast-in-place pile Download PDFInfo
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- CN216516489U CN216516489U CN202123121784.8U CN202123121784U CN216516489U CN 216516489 U CN216516489 U CN 216516489U CN 202123121784 U CN202123121784 U CN 202123121784U CN 216516489 U CN216516489 U CN 216516489U
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Abstract
The application belongs to the technical field of building supporting devices, and discloses an anti-floating steel reinforcement cage structure for a cast-in-place pile, which comprises a steel reinforcement cage anti-floating mechanism, wherein the steel reinforcement cage anti-floating mechanism comprises a cage body, the cage body comprises a first fixing ring, a resistance strip and a supporting rod, the first fixing ring is fixedly connected with the supporting rod, the resistance strip is fixedly connected with the supporting rod, the cross section of the resistance strip is in an isosceles triangle shape, the steel reinforcement cage anti-floating mechanism further comprises a reinforced anti-floating main body, the reinforced anti-floating main body comprises a first connecting rod, a first resistance ring and a second resistance ring, the first connecting rod is fixedly connected with the first resistance ring and the second resistance ring respectively, and the first connecting rod is fixedly connected with the supporting rod; the opening of the first resistance ring and the opening of the second resistance ring are upward, and the first resistance ring and the second resistance ring are provided with communicating holes. The steel bar floating device can reduce the probability of steel bar floating, and better meets the use requirement.
Description
Technical Field
The application belongs to the technical field of building strutting arrangement, especially relates to an anti steel reinforcement cage structure that floats for bored concrete pile.
Background
The reinforcement cage mainly plays a role similar to the stress of the longitudinal reinforcement of the column, and mainly plays a role of tensile strength, and the compressive strength of the concrete is high but the tensile strength is very low. The pile body concrete is restrained, so that the pile body concrete can bear certain axial tension.
Because the steel reinforcement cage is at the in-process of pouring, the concrete flow upward flow of bottom is too fast, causes the concrete that refluences the flow to fail in time to push down the steel reinforcement cage to cause the problem that conventional steel reinforcement cage easily floats when pouring too fast, for this reason, we propose an anti-floating steel reinforcement cage structure for bored concrete pile and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The application aims to solve the problem that a conventional reinforcement cage in the prior art is easy to float upwards when being poured too fast, and provides an anti-floating reinforcement cage structure for a cast-in-place pile.
In order to achieve the above purpose, the present application provides the following technical solutions: an anti-floating reinforcement cage structure for a cast-in-place pile comprises a reinforcement cage anti-floating mechanism, wherein the reinforcement cage anti-floating mechanism comprises a cage body; the cage body comprises a first fixing ring, a resistance strip and a supporting rod; the first fixing ring is fixedly connected with the supporting rod; the resistance strips are fixedly connected with the supporting rods; the reinforcing cage anti-floating mechanism further comprises a reinforced anti-floating main body; the reinforced anti-floating main body is fixedly arranged in the cage body; the anti mechanism that floats of steel reinforcement cage still includes the reinforcement frame, reinforcement frame and the cage body reinforce anti main part fixed connection that floats.
Preferably, the cross section of the resistance strip is in the shape of an isosceles triangle.
Preferably, the reinforcing cage anti-floating mechanism further comprises a reinforced anti-floating main body; the reinforced anti-floating body comprises a first connecting rod, a first resistance ring and a second resistance ring; the first connecting rod is fixedly connected with the first resistance ring and the second resistance ring respectively; the first connecting rod is fixedly connected with the supporting rod; the openings of the first resistance ring and the second resistance ring are upward.
Preferably, the first resistance ring and the second resistance ring are provided with communicating holes.
Preferably, the anti-floating mechanism of the steel reinforcement cage further comprises a reinforcing frame; the reinforcing frame is fixedly installed between the cage body and the reinforced anti-floating main body.
Preferably, the reinforcing frame comprises a second connecting rod; the second connecting rod is fixedly arranged between the supporting rod and the first connecting rod.
Preferably, the reinforcing frame further comprises a second fixing ring; the second fixing ring is fixedly connected with the second connecting rod, the second connecting rod is provided with a plurality of connecting rods, and the second connecting rods are combined to form an inverted cone.
Preferably, the reinforcing frame further comprises a supporting column; the supporting column is fixedly connected between the second connecting rod and the first connecting rod; the support column is provided with a plurality of, and support column perpendicular to ground.
Compared with the prior art, the beneficial effect of this application is:
1. the probability of the upward floating of the reinforcing steel bars is reduced by adopting a mode that the resistance strips increase the downward flowing resistance and simultaneously reduce the upward flowing resistance.
2. The V-shaped cross section structures of the first resistance ring and the second resistance ring are adopted to increase the downward flow resistance and simultaneously reduce the upward flow resistance, so that the anti-floating capacity is further enhanced.
Drawings
Fig. 1 is a schematic view of the overall structure proposed in the present application;
FIG. 2 is a schematic diagram of a cage structure proposed in the present application;
FIG. 3 is a schematic view of the structure of the reinforced anti-floating body proposed in the present application;
fig. 4 is a schematic structural diagram of a reinforcing frame according to the present application.
In the figure: 1. a reinforcement cage anti-floating mechanism; 2. a cage body; 3. strengthening the anti-floating body; 4. a reinforcing frame; 5. a first retaining ring; 6. a resistance strip; 7. a support bar; 8. a first connecting rod; 9. a first resistance ring; 10. a communicating hole; 11. a second resistance ring; 12. a second connecting rod; 13. a second retaining ring; 14. and (4) a support column.
Detailed Description
The technical solutions 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, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.
Referring to fig. 1-2, an anti-floating reinforcement cage structure for a cast-in-place pile comprises a reinforcement cage anti-floating mechanism 1, wherein the reinforcement cage anti-floating mechanism 1 comprises a cage body 2; one cage body 2 is arranged; the cage body 2 comprises a first fixing ring 5, a resistance strip 6 and a support rod 7; the first fixing rings 5 and the resistance strips 6 and the support rods 7 are all provided with a plurality of first fixing rings 5 which are fixedly connected with the support rods 7; the first fixing rings 5 are uniformly distributed on the supporting rod 7; a plurality of support rods 7 are encircled to form a column shape; the resistance strip 6 is fixedly connected with the support rod 7; the lower extreme of resistance strip 6 and the outer wall fixed connection of bracing piece 7, and resistance strip 6 evenly distributed is at the outer wall of bracing piece 7, and resistance strip 6 upwards inclines 45 degrees.
The section of the resistance strip 6 is in an isosceles triangle shape; the triangular base of the resistance strip 6 faces upwards, further increasing the difference between upward and downward flow by the triangular prism shape of the resistance strip 6.
Referring to fig. 3, the steel reinforcement cage anti-floating mechanism 1 further comprises a reinforced anti-floating main body 3; one reinforced anti-floating body 3 is arranged; the reinforced anti-floating body 3 comprises a first connecting rod 8, a first resistance ring 9 and a second resistance ring 11; the first connecting rod 8, the first resistance ring 9 and the second resistance ring 11 are provided in plurality; the first connecting rod 8 is respectively fixedly connected with the first resistance ring 9 and the second resistance ring 11; the first connecting rods 8 are uniformly distributed at the upper parts of the first resistance ring 9 and the second resistance ring 11; the first connecting rod 8 is fixedly connected with the supporting rod 7; the first resistance ring 9 and the second resistance ring 11 are opened upwards; the first connecting rod 8 is located at the lower part of the support rod 7, the outer end of the first connecting rod 8 is fixedly connected with the support rod 7, the first resistance ring 9 and the second resistance ring 11 are circular and concentric circles, and the cross sections of the first resistance ring 9 and the second resistance ring 11 are V-shaped.
The first resistance ring 9 and the second resistance ring 11 are provided with communicating holes 10; the communicating hole 10 is positioned at the upper ends of the first resistance ring 9 and the second resistance ring 11, and the first connecting rod 8 is positioned at the upper side of the communicating hole 10; the first connecting rod 8 is fixedly reinforced by connecting concrete through a communication hole 10.
Referring to fig. 4, the steel reinforcement cage anti-floating mechanism 1 further includes a reinforcing frame 4; one reinforcing frame 4 is arranged; the reinforcing frame 4 is fixedly arranged between the cage body 2 and the reinforced anti-floating main body 3; the fixing strength between the cage body 2 and the reinforcing anti-floating body 3 is increased by the reinforcing frame 4.
The reinforcement frame 4 comprises a second connecting bar 12; the second connecting rod 12 is provided in plurality; the second connecting rod 12 is fixedly arranged between the support rod 7 and the first connecting rod 8; the upper end of the second connecting rod 12 is fixed with the support rod 7, and the lower end of the second connecting rod 12 is fixed with the first connecting rod 8.
The reinforcement frame 4 further comprises a second fixing ring 13; the second fixing ring 13 is provided in plurality; the second fixing rings 13 are fixedly connected with the second connecting rods 12, the second connecting rods 12 are provided with a plurality of second connecting rods 12, and the second connecting rods 12 are combined to form an inverted cone shape; the second fixing rings 13 are uniformly distributed on the second connecting rod 12.
The reinforcing frame 4 further comprises supporting columns 14; the supporting columns 14 are provided in plurality; the supporting column 14 is fixedly connected between the second connecting rod 12 and the first connecting rod 8; the supporting columns 14 are arranged in plurality, and the supporting columns 14 are vertical to the ground; the upper ends of the supporting columns 14 are fixedly connected to the upper portion of the second connecting rod 12, the lower ends of the supporting columns 14 are fixedly connected to the upper wall of the first connecting rod 8, and the supporting columns 14 are uniformly distributed on the upper wall of the first connecting rod 8.
The working principle is as follows: when the device is poured, the concrete enters the lower part of the device, firstly flows upwards from the lower part of the first resistance ring 9, and simultaneously flows upwards along the resistance strips 6, and then flows downwards, in the process, the reflowed concrete acts on the resistance strips 6, the upper parts of the first resistance ring 9 and the second resistance ring 11 are utilized, the downward pressure is increased, simultaneously, the reflowed concrete acts on the first resistance ring 9, the second resistance ring 11 and the resistance strips 6, the first resistance ring 9 and the second resistance ring 11 reduce the upward flow acting force, and further the effect of reducing the upward floating probability of the steel reinforcement cage is achieved.
Although embodiments of the present application 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 application, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides an anti steel reinforcement cage structure that floats for bored concrete pile, includes that steel reinforcement cage is anti floats mechanism (1), its characterized in that: the steel reinforcement cage anti-floating mechanism (1) comprises a cage body (2); the cage body (2) comprises a first fixing ring (5), a resistance strip (6) and a support rod (7); a plurality of supporting rods (7) are arranged on the resistance strips (6) of the first fixing ring (5); the first fixing ring (5) is fixedly connected with the supporting rod (7); the resistance strips (6) are fixedly connected with the support rods (7); the reinforcing cage anti-floating mechanism (1) further comprises a reinforced anti-floating main body (3); the reinforced anti-floating main body (3) is fixedly arranged in the cage body (2); the reinforcing cage anti-floating mechanism (1) further comprises a reinforcing frame (4), and the reinforcing frame (4) is fixedly connected with the cage body (2) reinforcing anti-floating main body (3).
2. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 1, wherein: the section of the resistance strip (6) is in an isosceles triangle shape.
3. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 1, wherein: the reinforced anti-floating body (3) comprises a first connecting rod (8), a first resistance ring (9) and a second resistance ring (11); the first connecting rod (8) is fixedly connected with the first resistance ring (9) and the second resistance ring (11) respectively; the first connecting rod (8) is fixedly connected with the supporting rod (7); the openings of the first resistance ring (9) and the second resistance ring (11) are upward.
4. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 3, wherein: the first resistance ring (9) and the second resistance ring (11) are provided with communicating holes (10).
5. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 3, wherein: the reinforcing frame (4) is fixedly arranged between the cage body (2) and the reinforced anti-floating main body (3).
6. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 5, wherein: the reinforcing frame (4) comprises a second connecting rod (12); the second connecting rod (12) is fixedly arranged between the supporting rod (7) and the first connecting rod (8).
7. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 5, wherein: the reinforcing frame (4) further comprises a second fixing ring (13); the second fixing ring (13) is fixedly connected with the second connecting rod (12), the second connecting rod (12) is provided with a plurality of connecting rings, and the second connecting rod (12) is combined to form an inverted cone.
8. An anti-floating reinforcement cage structure for cast-in-place piles according to claim 6, wherein: the reinforcing frame (4) further comprises a supporting column (14); the supporting column (14) is fixedly connected between the second connecting rod (12) and the first connecting rod (8); the supporting columns (14) are arranged in a plurality, and the supporting columns (14) are perpendicular to the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123121784.8U CN216516489U (en) | 2021-12-13 | 2021-12-13 | Anti-floating reinforcement cage structure for cast-in-place pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123121784.8U CN216516489U (en) | 2021-12-13 | 2021-12-13 | Anti-floating reinforcement cage structure for cast-in-place pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216516489U true CN216516489U (en) | 2022-05-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123121784.8U Active CN216516489U (en) | 2021-12-13 | 2021-12-13 | Anti-floating reinforcement cage structure for cast-in-place pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216516489U (en) |
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2021
- 2021-12-13 CN CN202123121784.8U patent/CN216516489U/en active Active
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