CN210369024U - Assembled tower crane cushion cap basis festival standard height controlling means - Google Patents
Assembled tower crane cushion cap basis festival standard height controlling means Download PDFInfo
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- CN210369024U CN210369024U CN201921018528.6U CN201921018528U CN210369024U CN 210369024 U CN210369024 U CN 210369024U CN 201921018528 U CN201921018528 U CN 201921018528U CN 210369024 U CN210369024 U CN 210369024U
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Abstract
The utility model discloses an assembled tower crane cushion cap basis height-adjusting controlling means, including the tower crane cushion cap, the leveling support includes first leveling pole and second leveling pole, the inboard of first leveling pole and second leveling pole all is equipped with the connecting block, all be equipped with the installation cavity in the connecting block, and all be equipped with between every group installation cavity and connect the horizontal pole, first leveling pole and second leveling pole below all are equipped with spacing draw-in groove, utilize spacing fixture block and spacing draw-in groove's cooperation, install first leveling pole and second leveling pole detachable on tower crane basis is adjusted, the inboard of first leveling pole and second leveling pole all is equipped with the connecting block, all be equipped with the installation cavity in the connecting block, and all be equipped with between every group installation cavity and connect the horizontal pole, beneficial effect: therefore, the deviation of the elevations of the four angular points of the tower crane foundation section is avoided, the tower crane foundation section is convenient to disassemble, the secondary utilization can be realized, and the construction cost is reduced.
Description
Technical Field
The utility model relates to a in tower crane cushion cap construction field, particularly, relate to an assembled tower crane cushion cap basis festival elevation controlling means.
Background
In the tower crane foundation bearing platform construction process, when the tower crane foundation section is pre-buried to the bearing platform and the binding of the bearing platform reinforcing steel bars is completed, the settlement or the floating of the tower crane foundation section after the pouring of the foundation bearing platform is required to be avoided. In order to avoid settlement or floating of a tower crane foundation section after pouring of a foundation bearing platform is completed, the conventional method is to place four iron plates on a tower crane foundation cushion layer, weld a short steel pipe on each iron plate to place four foundation bolts of a tower crane, and weld four short steel bars on each foundation bolt and a bottom steel bar of the bearing platform to reinforce. And finally, after the tower crane foundation section is pre-buried, measuring elevations of four angular points of the foundation section by using a level gauge, so that the elevations of the four angular points of the foundation section are kept consistent.
However, in the process of pouring the tower crane foundation bearing platform, since there are no factors such as layered pouring of concrete or vibration generated when the vibration rod vibrates the concrete, or the vibration rod touches the tower crane foundation section, the elevation of the four angular points of the tower crane foundation section may be deviated. In addition, after the tower crane foundation cushion cap is poured, if the elevations of the four angular points of the tower crane foundation section have differences, the usually adopted remedial measures are as follows: a conversion section is customized and installed on the foundation section, so that four angular points on the upper part are kept flat, the method has high risk and the construction cost is increased.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the problem among the correlation technique, the utility model provides an assembled tower crane cushion cap basis festival standard height controlling means to overcome the above-mentioned technical problem that current correlation technique exists.
The technical scheme of the utility model is realized like this:
the utility model provides an assembled tower crane cushion cap basis festival elevation controlling means, includes the tower crane cushion cap, it saves to be equipped with the tower crane basis on the tower crane cushion cap, tower crane basis festival top symmetry is equipped with the fixed block, be equipped with spacing fixture block on the fixed block, be equipped with the leveling support on the tower crane basis festival, the leveling support includes first leveling pole and second leveling pole, first leveling pole with the inboard of second leveling pole all is equipped with the connecting block, all be equipped with the installation cavity in the connecting block, and all be equipped with between every group installation cavity and connect the horizontal pole, first leveling pole with second leveling pole below all is equipped with spacing draw-in groove, spacing fixture block with spacing draw-in groove phase-match.
Further, first leveling pole with the second leveling pole is kept away from one side of connecting block all is equipped with the limiting plate, limiting plate center department all is equipped with spacing hole, spacing downthehole gag lever post that runs through to be equipped with, the gag lever post with the tower crane cushion cap is connected.
Furthermore, the first leveling rod and the second leveling rod are made of high-strength steel, and anti-rust paint is coated outside the first leveling rod and the second leveling rod.
Further, a support rod is arranged below the tower crane foundation section, and a positioning plate is arranged below the support rod.
Further, the positioning plate is made of a steel plate.
The utility model provides an assembled tower crane cushion cap basis festival standard height controlling means, beneficial effect as follows:
(1) the tower crane foundation section is provided with the leveling bracket which comprises a first leveling rod and a second leveling rod, the inner sides of the first leveling rod and the second leveling rod are both provided with a connecting block, the connecting block is internally provided with a mounting cavity, and a connecting cross rod is arranged between each group of mounting cavities, a limiting clamping groove is arranged below the first leveling rod and the second leveling rod, a limiting clamping block is matched with the limiting clamping groove, the first leveling rod and the second leveling rod are detachably mounted on a tower crane foundation section by utilizing the matching of the limiting clamping block and the limiting clamping groove, the inner sides of the first leveling rod and the second leveling rod are both provided with connecting blocks, the connecting blocks are both provided with mounting cavities, and all be equipped with between every group installation cavity and connect the horizontal pole, avoided the elevation of four angular points of tower crane foundation section to have the deviation like this, and convenient to detach can the reutilization, has reduced construction cost.
(2) The first leveling rod and the second leveling rod are kept away from one side of the connecting block is provided with a limiting plate, the center of the limiting plate is provided with a limiting hole, a limiting rod penetrates through the limiting hole, and the limiting rod is connected with the tower crane bearing platform to play an auxiliary limiting effect.
(3) The first leveling rod and the second leveling rod are made of high-strength steel, and the exterior of the first leveling rod and the second leveling rod is coated with anti-rust paint, so that the service life of the first leveling rod and the second leveling rod can be prolonged.
(4) The supporting rod is arranged below the tower crane foundation section, the positioning plate is arranged below the supporting rod, and the fixed connection between the tower crane foundation section and the tower crane bearing platform is guaranteed.
(5) The positioning plate is made of steel plates, materials can be obtained conveniently, and cost is saved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and 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 schematic structural diagram of a height control device for a foundation section of an assembled tower crane bearing platform according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a leveling bracket in an assembly type tower crane bearing platform foundation height control device according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a connecting block in an assembly type tower crane bearing platform foundation section height control device according to an embodiment of the present invention.
In the figure:
1. a tower crane bearing platform; 2. tower crane foundation sections; 3. a fixed block; 4. a limiting clamping block; 5. leveling the bracket; 6. a first leveling rod; 7. a second leveling rod; 8. connecting blocks; 9. installing a cavity; 10. connecting the cross bars; 11. a limiting clamping groove; 12. a limiting plate; 13. a limiting hole; 14. a limiting rod; 15. a support bar; 16. and (7) positioning the plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
The invention will be further described with reference to the accompanying drawings and specific embodiments:
the first embodiment is as follows:
please refer to fig. 1-3, according to the embodiment of the present invention, an assembly type tower crane bearing platform foundation elevation control device comprises a tower crane bearing platform 1, wherein a tower crane foundation joint 2 is arranged on the tower crane bearing platform 1, a fixing block 3 is symmetrically arranged on the top end of the tower crane foundation joint 2, a limiting clamping block 4 is arranged on the fixing block 3, a leveling bracket 5 is arranged on the tower crane foundation joint 2, the leveling bracket 5 comprises a first leveling rod 6 and a second leveling rod 7, the first leveling rod 6 and the second leveling rod 7 are both provided with a connecting block 8, an installation cavity 9 is arranged in the connecting block 8, a connecting cross rod 10 is arranged between each group of installation cavities 9, a limiting clamping groove 11 is arranged below each of the first leveling rod 6 and the second leveling rod 7, and the limiting clamping block 4 is matched with the limiting clamping groove 11.
Through the above scheme of the utility model, the leveling bracket 5 is arranged on the tower crane foundation joint 2, the leveling bracket 5 comprises the first leveling rod 6 and the second leveling rod 7, the inner sides of the first leveling rod 6 and the second leveling rod 7 are both provided with the connecting block 8, the connecting block 8 is internally provided with the mounting cavities 9, and the connecting cross bar 10 is arranged between the mounting cavities 9 of each group, the limiting clamping grooves 11 are arranged below the first leveling rod 6 and the second leveling rod 7, the limiting clamping blocks 4 are matched with the limiting clamping grooves 11, the first leveling rod 6 and the second leveling rod 7 are detachably mounted on the tower crane foundation joint 2 by utilizing the matching of the limiting clamping blocks 4 and the limiting clamping grooves 11, the connecting blocks 8 are arranged at the inner sides of the first leveling rod 6 and the second leveling rod 7, the mounting cavities 9 are arranged in the connecting blocks 8, and the connecting cross bar 10 is arranged between the mounting cavities 9 of each group, the elevation of having avoided tower crane foundation section 2 four angular points has the deviation like this, and convenient to detach, can reutilization, has reduced construction cost.
Example two:
as shown in fig. 1-3, a limiting plate 12 is arranged on each of the first leveling rod 6 and the second leveling rod 7 on one side away from the connecting block 8, a limiting hole 13 is arranged at the center of each limiting plate 12, a limiting rod 14 penetrates through each limiting hole 13, and the limiting rod 14 is connected with the tower crane bearing platform 1 to play a role in auxiliary limiting; the first leveling rod 6 and the second leveling rod 7 are made of high-strength steel, and anti-rust paint is coated outside the high-strength steel, so that the service life of the high-strength steel can be prolonged; a support rod 15 is arranged below the tower crane foundation section 2, and a positioning plate 16 is arranged below the support rod 15, so that the fixed connection between the tower crane foundation section 2 and the tower crane bearing platform 1 is ensured; the positioning plate 16 is made of a steel plate, so that materials can be obtained conveniently, and the cost is saved.
For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.
When in actual application, utilize the cooperation of spacing fixture block 4 and spacing draw-in groove 11, install first leveling pole 6 and 7 detachable of second leveling pole on tower crane foundation festival 2, all be equipped with connecting block 8 in first leveling pole 6 and the inboard of second leveling pole 7, all be equipped with installation cavity 9 in the connecting block 8, and all be equipped with between every group installation cavity 9 and connect horizontal pole 10, there is the deviation in the elevation of having avoided 2 four angular points of tower crane foundation festival like this, and convenient to detach, can reutilization, construction cost is reduced.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides an assembled tower crane cushion cap basis festival standard height controlling means, its characterized in that, includes tower crane cushion cap (1), it adjusts (2) to be equipped with the tower crane basis on tower crane cushion cap (1), tower crane basis (2) top symmetry is equipped with fixed block (3), be equipped with spacing fixture block (4) on fixed block (3), be equipped with leveling bracket (5) on tower crane basis (2), leveling bracket (5) include first leveling rod (6) and second leveling rod (7), first leveling rod (6) with the inboard of second leveling rod (7) all is equipped with connecting block (8), all be equipped with installation cavity (9) in connecting block (8), and all be equipped with between every group installation cavity (9) and connect horizontal pole (10), first leveling rod (6) with second leveling rod (7) below all is equipped with spacing draw-in groove (11), the limiting clamping block (4) is matched with the limiting clamping groove (11).
2. The height control device for the foundation joint of the assembled tower crane bearing platform according to claim 1, wherein one side, away from the connecting block (8), of the first leveling rod (6) and the second leveling rod (7) is provided with a limiting plate (12), the centers of the limiting plates (12) are provided with limiting holes (13), limiting rods (14) penetrate through the limiting holes (13), and the limiting rods (14) are connected with the tower crane bearing platform (1).
3. The height control device for the foundation joint of the assembled tower crane bearing platform according to claim 1, wherein the first leveling rod (6) and the second leveling rod (7) are made of high-strength steel and are coated with anti-rust paint.
4. The height control device for the foundation section of the assembled tower crane bearing platform according to claim 1, wherein a support rod (15) is arranged below the tower crane foundation section (2), and a positioning plate (16) is arranged below the support rod (15).
5. The assembled tower crane cap foundation pitch height control device of claim 4, wherein the positioning plate (16) is made of steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921018528.6U CN210369024U (en) | 2019-07-02 | 2019-07-02 | Assembled tower crane cushion cap basis festival standard height controlling means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921018528.6U CN210369024U (en) | 2019-07-02 | 2019-07-02 | Assembled tower crane cushion cap basis festival standard height controlling means |
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| Publication Number | Publication Date |
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| CN210369024U true CN210369024U (en) | 2020-04-21 |
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| CN201921018528.6U Active CN210369024U (en) | 2019-07-02 | 2019-07-02 | Assembled tower crane cushion cap basis festival standard height controlling means |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113107100A (en) * | 2021-04-14 | 2021-07-13 | 北京崇建工程有限公司 | Leveling method for tower crane embedded joint |
-
2019
- 2019-07-02 CN CN201921018528.6U patent/CN210369024U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113107100A (en) * | 2021-04-14 | 2021-07-13 | 北京崇建工程有限公司 | Leveling method for tower crane embedded joint |
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