CN211816205U - Spiral pressure irrigation pile reinforcement cage installation device - Google Patents
Spiral pressure irrigation pile reinforcement cage installation device Download PDFInfo
- Publication number
- CN211816205U CN211816205U CN201922451630.1U CN201922451630U CN211816205U CN 211816205 U CN211816205 U CN 211816205U CN 201922451630 U CN201922451630 U CN 201922451630U CN 211816205 U CN211816205 U CN 211816205U
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- reinforcement cage
- guide block
- cage
- steel reinforcement
- block
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Abstract
The utility model relates to a stake steel reinforcement cage installation device is irritated to spiral pressure relates to the technical field of construction, and it includes the steel reinforcement cage, and the guide block that is connected with the metal material and makes can be dismantled to steel reinforcement cage one end, and one side that the guide block is close to the steel reinforcement cage is provided with a plurality of spliced poles with steel reinforcement cage fixed connection, and bending type is equipped with on the steel reinforcement cage and supplies the spliced pole to wear to establish fixed part. The utility model discloses have the in-process convenient and fast's effect more of installation at the steel reinforcement cage.
Description
Technical Field
The utility model belongs to the technical field of the technique of construction and specifically relates to a spiral is pressed and is irritated stake steel reinforcement cage installation device is related to.
Background
In the construction process of the pressure filling pile, an auger drilling machine is used for drilling a foundation, then concrete is filled inwards under pressure through the center of a long auger drilling rod, the drilling and the pressing are carried out simultaneously, a reinforcement cage is put into the pile after the concrete is filled, and the reinforcement cage and a vibrating rod are put into the pile together and vibrated in the process of putting the reinforcement cage into the pile.
The above prior art solutions have the following drawbacks: because the concrete is filled with hard materials such as stones, the steel reinforcement cage can collide with the hard materials such as stones in the process of going into the concrete, the bottom end of the steel reinforcement cage is easily damaged, the steel reinforcement cage is not easy to be put down, the construction difficulty is improved, and an improved space is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a spiral is pressed and is irritated stake steel reinforcement cage installation device, at the in-process convenient and fast more of steel reinforcement cage installation.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides a stake steel reinforcement cage installation device is irritated to spiral pressure, includes the steel reinforcement cage, steel reinforcement cage one end can be dismantled and is connected with the guide block that the metal material was made, one side that the guide block is close to the steel reinforcement cage is provided with a plurality of spliced poles with steel reinforcement cage fixed connection, bending type is equipped with on the steel reinforcement cage and supplies the spliced pole to wear to establish fixed part.
By adopting the technical scheme, the guide blocks are arranged, so that when the reinforcement cage sinks into the drilled hole filled with concrete, the end part of the reinforcement cage is protected from being in direct contact with hard substances such as stones in the concrete by the guide blocks, the steel cage is prevented from being damaged in the sinking process, the reinforcement cage is prevented from deforming, the reinforcement cage is prevented from colliding with the side wall of the drilled hole, the process below the reinforcement cage is smoother, and the installation efficiency of the reinforcement cage is improved; in addition, the guide block is made of metal materials, and the weight of the guide block and the weight of the reinforcement cage are heavier, so that the reinforcement cage can sink more quickly when being lowered to the concrete, and the installation efficiency of the reinforcement cage is further improved; the spliced pole mutually supports with the fixed part, and when the installation guide block, only need insert the spliced pole in the fixed part of steel reinforcement cage, weld the spliced pole on the steel reinforcement cage again, convenient operation improves the efficiency that guide block and steel reinforcement cage are connected.
The present invention may be further configured in a preferred embodiment as: the spliced pole is last an organic whole to be provided with a plurality of joint portions fixed with steel reinforcement cage joint.
Through adopting above-mentioned technical scheme, the setting of joint portion, after inserting the spliced pole on the guide block to the fixed part, joint portion and the reinforcing bar joint of steel reinforcement cage on the spliced pole for the spliced pole is fixed in advance on the steel reinforcement cage, and convenient follow-up carries out welding operation to spliced pole and steel reinforcement cage, improves the efficiency during welding, thereby further improves work efficiency.
The present invention may be further configured in a preferred embodiment as: one side of the connecting column close to the guide block is integrally provided with a threaded column, and the guide block is provided with a threaded hole for fixing the threaded column by threads.
Through adopting above-mentioned technical scheme, the screw thread post is mutually supported with the screw hole, when installing the spliced pole to the guide block on, only need the screw hole on the guide block to be aimed at to the screw thread post on the spliced pole, rotatory spliced pole again, screw the screw hole on the guide block with the screw thread post on the spliced pole precession, thereby fix the spliced pole on the guide block, therefore, the operation is convenient, the efficiency of spliced pole installation is improved, in addition, in the in-process of guide block and spliced pole transportation, can pull down the spliced pole from the guide block, make the guide block can not receive the conflict of spliced pole in the transportation, convenient transportation, the transportation efficiency is improved.
The present invention may be further configured in a preferred embodiment as: and one side of the guide block, which is far away from the reinforcement cage, is integrally provided with a conical insertion block.
By adopting the technical scheme, due to the arrangement of the conical insertion block, when the reinforcement cage and the guide block are inserted into the concrete in the drilled hole, the head of the conical insertion block is conical, so that the conical insertion block can be more conveniently inserted into the concrete in the drilled hole, the guide block and the reinforcement cage are driven to sink into the concrete, the reinforcement cage can be more conveniently and quickly installed, and the installation efficiency of the reinforcement cage is further improved; in addition, the conical insertion block increases the overall weight, so that the sinking process of the reinforcement cage is smoother, and the installation efficiency of the reinforcement cage is further improved.
The present invention may be further configured in a preferred embodiment as: the conical insertion block is provided with a plurality of clamping parts.
By adopting the technical scheme, the clamping groove is arranged, after the conical insertion block is inserted into concrete, the concrete can be embedded into the clamping groove, and after the concrete is dried to form a block, the conical insertion block is fixed by the concrete embedded into the clamping groove, so that the stability of the conical insertion block after installation is improved; and the setting of joint groove has reduced the quantity that the toper was inserted the piece to reduce the cost, reduced the input.
The present invention may be further configured in a preferred embodiment as: the guide block is sleeved with a hollow metal sleeve surrounding the reinforcement cage.
Through adopting above-mentioned technical scheme, the setting of cavity metal covering can surround the tip of steel reinforcement cage, further prevents that the tip of steel reinforcement cage from receiving the damage, improves the wholeness after the steel reinforcement cage installation to guarantee the stability of stake after the stake, and the cavity metal covering has aggravated the weight of integrated device, makes the steel reinforcement cage more smooth and easy at the in-process that sinks, further improves the efficiency of steel reinforcement cage installation.
The present invention may be further configured in a preferred embodiment as: the utility model discloses a cavity metal covering, including cavity metal covering one end, the guide block is provided with the stopper that is spacing with annular butt piece butt.
Through adopting above-mentioned technical scheme, annular butt piece and stopper are mutually supported, and when the sunken in-process of guide block, the guide block together city down can be followed to annular butt piece, and annular butt piece can drive the stopper and together sink to make the sunken in-process of guide block can drive the hollow metal sleeve and together sink, improve the efficiency of device installation.
The present invention may be further configured in a preferred embodiment as: the inner side wall of the hollow metal sleeve is fixedly connected with a plurality of connecting hooks connected with the reinforcement cage, and the connecting hooks are provided with guide surfaces for guiding the connecting hooks to deform.
Through adopting the above technical scheme, the setting of coupling hook, make the cavity metal covering can fix on the steel reinforcement cage, the cavity metal covering is difficult for droing when actual operation, the setting of guide face, when making the cavity metal covering install on the steel reinforcement cage, only need establish the cavity metal covering on the steel reinforcement cage, the guide face orders about the coupling hook and takes place deformation, after two sets of hollow metals are installed to preset position department, the reinforcing bar joint on coupling hook recovery deformation and the steel reinforcement cage, can fix the cavity metal covering on the steel reinforcement cage, and convenient for operation, the efficiency of cavity metal covering installation is improved, thereby further improve work efficiency.
To sum up, the utility model discloses a following at least one useful technological effect:
1. due to the arrangement of the guide block, the reinforcement cage is not easily damaged during installation, and the installation efficiency of the reinforcement cage is improved;
2. the connecting column and the fixing part are arranged, so that the guide block can be more conveniently connected with the reinforcement cage, and the working efficiency is improved;
3. the setting of cavity metal covering further protects the steel reinforcement cage to further improve the efficiency of steel reinforcement cage installation.
Drawings
Fig. 1 is a schematic diagram of the construction of a screw-type pile cage installation apparatus.
Fig. 2 is an exploded schematic view of a hollow metal sleeve.
Fig. 3 is a schematic structural diagram of the connecting column, the fixing portion and the clamping portion.
Fig. 4 is a schematic structural diagram of the connecting column, the clamping portion, the threaded column and the threaded hole.
Fig. 5 is a schematic cross-sectional view of a hollow metal sleeve.
Fig. 6 is an enlarged schematic view of the abutment block, the stopper and the coupling hook of fig. 5.
In the figure, 1, a reinforcement cage; 2. a guide block; 3. connecting columns; 4. a fixed part; 5. a clamping part; 6. a threaded post; 7. a threaded hole; 8. a tapered insert block; 9. a clamping groove; 10. a hollow metal sleeve; 11. a butting block; 12. a limiting block; 13. a connecting hook; 14. a guide surface.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, the device for installing the reinforcement cage of the spiral pressure-grouting pile disclosed by the invention comprises a reinforcement cage 1, wherein the reinforcement cage 1 is a hollow columnar structure formed by welding and fixing reinforcing steel bars; 1 one end of steel reinforcement cage can be dismantled and be connected with guide block 2 that the metal material made, and guide block 2 is cylindric structure, and one side an organic whole that steel reinforcement cage 1 was kept away from to guide block 2 is provided with the toper and inserts piece 8, and the toper is inserted piece 8 and is reduced to keeping away from the diameter in the direction of guide block 2 from the junction with guide block 2 gradually. When installing steel reinforcement cage 1 to the drilling in, can be more convenient insert the toper piece 8 and insert to the concrete of drilling in, improve the efficiency of steel reinforcement cage 1 installation. A plurality of joint grooves 9 have been seted up on the piece 8 is inserted to the toper, and joint groove 9 inserts the piece 8 inwards cave in to the toper, can be absorbed in to joint groove 9 after concrete drying is fixed, improves the toper and inserts the stability that piece 8 installed in the concrete.
A hollow metal sleeve 10 surrounding the reinforcement cage 1 is sleeved on the guide block 2; the hollow metal sleeve 10 is a cylindrical cylinder made of a myopia material, surrounds one end, close to the guide block 2, of the reinforcement cage 1, and prevents the reinforcement cage 1 from sinking to concrete and being damaged.
Referring to fig. 3, one side of the guide block 2 close to the reinforcement cage 1 is provided with a plurality of connecting columns 3 fixedly connected with the reinforcement cage 1, and the reinforcement cage 1 is bent to form a fixing portion 4 for the connecting columns 3 to penetrate and fix. The fixing part 4 is provided with an insertion channel formed by inward or concave or inward protruding reinforcing steel bars of the reinforcing cage 1, when the reinforcing cage is actually installed, the connecting column 3 is inserted into the fixing part 4, and the connecting column 3 and the reinforcing steel bars of the reinforcing cage 1 are fixed in a welding mode.
A plurality of clamping parts 5 which are clamped and fixed with the steel reinforcement cage 1 are integrally arranged on the connecting column 3, each clamping part 5 is of a semi-spherical structure formed by half-cutting the whole sphere, a cutting surface (not shown) of each semi-spherical clamping part 5 is a flat surface, and the flat surface faces the direction of the guide block 2; in actual installation, insert spliced pole 3 to the in-process of fixed part 4, joint portion 5 orders about the reinforcing bar of steel reinforcement cage 1 and takes place deformation, after spliced pole 3 inserts to fixed part 4 with joint portion 5, deformation is replied to the reinforcing bar of steel reinforcement cage 1, and restore reinforcing bar after the deformation and the level and smooth cutting plane butt of joint portion 5, prevent that spliced pole 3 from droing, thereby realize spliced pole 3 on being fixed in steel reinforcement cage 1 in advance, the convenient welded fastening to spliced pole 3.
Referring to fig. 4, a threaded column 6 is integrally arranged on one side of the connecting column 3 close to the guide block 2, and a threaded hole 7 for fixing the threaded column 6 by threads is formed in the guide block 2. During actual installation, only need with the threaded column 6 on the spliced pole 3 rotatory go into the screw hole 7 on the guide block 2 can, convenient operation improves spliced pole 3's installation effectiveness.
Referring to fig. 5 and 6, an annular abutting block 11 is integrally arranged on the inner side wall of one end of the hollow metal sleeve 10, and a limiting block 12 which abuts against and limits the annular abutting block 11 is integrally arranged on the guide block 2; in the process that the hollow metal sleeve 10 is sleeved on the guide block 2 and moves upwards to surround the reinforcement cage 1, when the hollow metal sleeve 10 moves to the final position, the annular abutting block 11 on the hollow metal sleeve 10 abuts against the limiting block 12. The inner side wall of the hollow metal sleeve 10 is fixedly connected with a plurality of connecting hooks 13 connected with the reinforcement cage 1 in a welding mode, and guide surfaces 14 for guiding the deformation of the connecting hooks 13 are arranged on the connecting hooks 13. In-process that moves upwards in order to surround steel reinforcement cage 1 at cavity metal covering 10, the guide face 14 that is located on the coupling hook 13 on the cavity metal covering 10 inside wall takes place to contradict with steel reinforcement cage 1's reinforcing bar, the in-process of contradicting can order to order about coupling hook 13 to take place to keeping away from 1 ascending deformation of steel reinforcement cage, when butt piece 11 and stopper 12 take place to contradict, when cavity metal covering 10 moved to final position department promptly, coupling hook 13 replied deformation and joint on the reinforcing bar on steel reinforcement cage 1, thereby make cavity metal covering 10 overlap and be difficult for droing on locating steel reinforcement cage 1.
The implementation principle of the embodiment is as follows: during actual operation, the connecting column 3 is fixed on the guide block 2 in a threaded manner, then the connecting column 3 is welded on the reinforcement cage 1, and finally the metal hollow sleeve is sleeved and fixed on the reinforcement cage 1.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a spiral is pressed and is irritated stake steel reinforcement cage installation device, includes steel reinforcement cage (1), its characterized in that: reinforcing bar cage (1) one end can be dismantled and be connected with guide block (2) that the metal material made, one side that guide block (2) are close to reinforcing bar cage (1) is provided with a plurality of spliced poles (3) with reinforcing bar cage (1) fixed connection, bending type is gone up in reinforcing bar cage (1) and is had and supplies spliced pole (3) to wear to establish fixed part (4).
2. A screw-type pile cage installation unit as claimed in claim 1, wherein: the connecting column (3) is integrally provided with a plurality of clamping parts (5) which are fixedly clamped with the reinforcement cage (1).
3. A screw-type pile cage installation unit as claimed in claim 1, wherein: one side of the connecting column (3) close to the guide block (2) is integrally provided with a threaded column (6), and a threaded hole (7) for fixing the threaded column (6) in a threaded manner is formed in the guide block (2).
4. A screw-type pile cage installation unit as claimed in claim 1, wherein: one side of the guide block (2) far away from the reinforcement cage (1) is integrally provided with a conical insertion block (8).
5. A screw-type pile cage installation unit according to claim 4, wherein: the conical insertion block (8) is provided with a plurality of clamping grooves (9).
6. A screw-type pile cage installation unit as claimed in claim 1, wherein: the guide block (2) is sleeved with a hollow metal sleeve (10) surrounding the reinforcement cage (1).
7. A screw-type pile cage installation unit according to claim 6, wherein: the hollow metal sleeve is characterized in that an annular butt joint block (11) is integrally arranged on the inner side wall of one end of the hollow metal sleeve (10), and a limiting block (12) which is abutted and limited with the annular butt joint block (11) is integrally arranged on the guide block (2).
8. A screw-type pile cage installation unit according to claim 6, wherein: the steel bar cage is characterized in that a plurality of connecting hooks (13) connected with the steel bar cage (1) are fixedly connected to the inner side wall of the hollow metal sleeve (10), and guide surfaces (14) for guiding the connecting hooks (13) to deform are arranged on the connecting hooks (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922451630.1U CN211816205U (en) | 2019-12-28 | 2019-12-28 | Spiral pressure irrigation pile reinforcement cage installation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922451630.1U CN211816205U (en) | 2019-12-28 | 2019-12-28 | Spiral pressure irrigation pile reinforcement cage installation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211816205U true CN211816205U (en) | 2020-10-30 |
Family
ID=73041524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922451630.1U Expired - Fee Related CN211816205U (en) | 2019-12-28 | 2019-12-28 | Spiral pressure irrigation pile reinforcement cage installation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211816205U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338488A (en) * | 2021-06-23 | 2021-09-03 | 福建九鼎建设集团有限公司 | Assembled steel sheet combination power consumption shear force wall |
| CN115893182A (en) * | 2023-02-23 | 2023-04-04 | 山西冶金岩土工程勘察有限公司 | Steel reinforcement cage hoisting device and method for stable transportation |
-
2019
- 2019-12-28 CN CN201922451630.1U patent/CN211816205U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338488A (en) * | 2021-06-23 | 2021-09-03 | 福建九鼎建设集团有限公司 | Assembled steel sheet combination power consumption shear force wall |
| CN115893182A (en) * | 2023-02-23 | 2023-04-04 | 山西冶金岩土工程勘察有限公司 | Steel reinforcement cage hoisting device and method for stable transportation |
| CN115893182B (en) * | 2023-02-23 | 2023-05-26 | 山西冶金岩土工程勘察有限公司 | Steel reinforcement cage lifting device and lifting method for stable transportation |
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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: 20201030 Termination date: 20211228 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |