CN219011283U - Bearing platform tower crane foundation structure - Google Patents
Bearing platform tower crane foundation structure Download PDFInfo
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- CN219011283U CN219011283U CN202223016344.0U CN202223016344U CN219011283U CN 219011283 U CN219011283 U CN 219011283U CN 202223016344 U CN202223016344 U CN 202223016344U CN 219011283 U CN219011283 U CN 219011283U
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- tower crane
- plate
- plates
- shaped elastic
- bearing platform
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- 238000013016 damping Methods 0.000 claims description 11
- 230000000712 assembly Effects 0.000 claims description 8
- 238000000429 assembly Methods 0.000 claims description 8
- 230000000284 resting effect Effects 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 5
- 125000003003 spiro group Chemical group 0.000 claims description 4
- 230000003139 buffering effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 230000035939 shock Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The application discloses cushion cap tower crane foundation structure, it includes a plurality of foundation piles, cushion cap, tower crane, the cushion cap is fixed set up in a plurality of between the foundation pile top, the tower crane erect in the cushion cap upside, still including evenly fixed set up in a plurality of damper at cushion cap top, damper is right the vibrations that the tower crane during operation produced play the cushioning effect, a plurality of the damper top is fixed between be equipped with the backup pad, the tower crane can dismantle set up in the backup pad top.
Description
Technical Field
The utility model relates to a bearing platform tower crane foundation structure, in particular to a bearing platform tower crane foundation structure.
Background
At present, a tower crane is a lifting device which is most commonly used on a building site, namely a tower crane, and is an indispensable device on the site by lengthening one section by one section and used for lifting construction raw materials such as steel bars, wood ridges, concrete, steel pipes and the like.
However, the conventional tower crane has the following drawbacks:
(1) The existing tower crane concrete bearing platform is easy to crack due to the fact that the tower crane vibrates during use, and the safety problem is easy to occur after long-time use.
(2) The tower crane must be fixed on the cushion cap, usually uses the welded mode to connect between tower crane and the cushion cap, is unfavorable for the tower crane to dismantle and reutilization.
(3) When a worker climbs upwards on the tower crane, the worker has no place for a little rest because of higher height, and the labor consumption is compared.
Disclosure of Invention
In order to solve some or some technical problems existing in the prior art, one of the purposes of the application is to provide a bearing platform tower crane foundation structure, which can reduce impact on a bearing platform and avoid cracks on the bearing platform.
In order to solve the above-mentioned existing technical problems, one of the purposes of the present application is achieved by adopting the following technical scheme:
the utility model provides a cushion cap tower crane foundation structure, its includes a plurality of foundation piles, cushion cap, tower crane, the cushion cap is fixed set up in a plurality of between the foundation pile top, the tower crane erect in the cushion cap upside, still including even fixed set up in a plurality of damper at cushion cap top, damper is right the vibrations that the tower crane during operation produced play the cushioning effect, a plurality of the damper is fixed to be equipped with the backup pad between the top, the tower crane can dismantle set up in the backup pad top.
Further, the fixed prefabricated plate that is equipped with in tower crane bottom, the prefabricated plate with backup pad butt, evenly run through on the prefabricated plate and be equipped with a plurality of bolts, the backup pad top seted up with the corresponding screw thread groove of bolt, the bolt spiro union in the screw thread inslot, still evenly seted up a plurality of spacing holes on the prefabricated plate, it is equipped with spacing post to run through in the spacing hole, spacing post bottom with backup pad top fixed connection, spacing post lateral wall with spacing hole inside wall looks butt.
Further, the damping component comprises a supporting column fixedly arranged between the supporting plate and the bearing platform, two C-shaped elastic plates I are symmetrically arranged on the left side and the right side of the supporting column, the two C-shaped elastic plates I are all abutted to the position between the supporting plate and the bearing platform, C-shaped elastic plates II are arranged on the inner side of the C-shaped elastic plates I, pin rods are arranged at the upper ends and the lower ends of the C-shaped elastic plates I in a penetrating mode, the pin rods are fixedly connected with the supporting plate and are positioned on the upper side, the pin rods are fixedly connected with the bearing platform and are positioned on the lower side, and the C-shaped elastic plates II are arranged on the pin rods in a penetrating mode.
Further, a rolling ball is arranged on the inner side of the second C-shaped elastic plate.
Further, the inside of tower crane evenly is equipped with a plurality of rest subassembly along vertical direction, rest and sit the subassembly and be used for the workman to rest in a little afterwards, rest and sit the subassembly including fixed set up in the inboard bottom plate of tower crane, the bottom plate top front and back symmetry is fixed and is equipped with two connecting plates, two rotate between the connecting plate and be connected with articulated seat.
Further, a magnet is fixedly arranged on the hinged seat plate, and the magnet can be adsorbed on the tower crane.
Compared with the prior art, the utility model has the beneficial effects that:
through setting up damper, play the cushioning effect to the vibrations that the tower crane during operation produced, can reduce the impact to the cushion cap production, avoid the cushion cap to produce the crack, compare in current tower crane cushion cap connection structure, solved current tower crane concrete cushion cap and produced the tower crane and vibrate when because of using, make the cushion cap produce the crack easily, produce the technical problem of potential safety hazard easily after long-time use.
Drawings
FIG. 1 is a schematic overall result of the present application, showing a schematic structural view of a shock absorbing assembly, a sitting down assembly;
FIG. 2 is an enlarged schematic view of the structure shown at A in FIG. 1;
FIG. 3 is a schematic view of the structure of the hinged seat plate rotatably connected between two connection plates;
in the figure: 1. a foundation pile; 2. bearing platform; 3. a shock absorbing assembly; 4. a support plate; 5. a prefabricated plate; 6. a limiting hole; 7. a limit column; 8. a bolt; 9. a thread groove; 10. c-shaped elastic plate I; 11. c-shaped elastic plate II; 12. a support column; 13. a bottom plate; 14. a hinged seat plate; 15. a connecting plate; 16. a magnet; 17. a pin rod; 18. a rolling ball; 19. a resting assembly; 20. and (5) a tower crane.
Detailed Description
The present application will be further described with reference to the drawings and detailed description, which should be understood that, on the premise of no conflict, the following embodiments or technical features may be arbitrarily combined to form new embodiments.
In the description of the present application, it should be understood that the terms "upper," "lower," "left," "right," and the like indicate an orientation or a positional relationship based on that shown in the drawings, and are merely for convenience of description and simplification of the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present application.
The terms "first," "second," and the like in this application are used for distinguishing between similar objects and not for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged, as appropriate, such that embodiments of the present application may be implemented in sequences other than those illustrated or described herein, and that the objects identified by "first," "second," etc. are generally of a type and not limited to the number of objects, e.g., the first object may be one or more. In the description and claims, "and/or" means at least one of the connected objects, and the character "/" generally means a relationship in which the front and rear related objects are an "or" of a tower crane foundation structure.
Example 1:
as shown in fig. 1-3, this embodiment provides a tower crane 20 foundation structure of a pile cap 2, which comprises a plurality of foundation piles 1, a pile cap 2 and a tower crane 20, wherein the pile cap 2 is fixedly arranged between the tops of the foundation piles 1, the tower crane 20 is arranged on the upper side of the pile cap 2, and further comprises a plurality of damping assemblies 3 which are uniformly and fixedly arranged on the tops of the pile cap 2, the damping assemblies 3 play a role in buffering vibration generated during the operation of the tower crane 20, a supporting plate 4 is fixedly arranged between the tops of the damping assemblies 3, and the tower crane 20 is detachably arranged on the tops of the supporting plate 4.
When the tower crane 20 is installed, the bearing platform 2 is fixedly arranged at the tops of the foundation piles 1, the damping assemblies 3 are arranged at the tops of the bearing platform 2, the supporting plate 4 is fixedly arranged between the tops of the damping assemblies 3, and finally the tower crane 20 is installed at the tops of the supporting plate 4. When the tower crane 20 vibrates during working, the shock absorption assembly 3 can buffer impact force transmitted to the bearing platform 2 by the tower crane 20, and when the tower crane 20 needs to be detached, the tower crane 20 is directly detached from the supporting plate 4.
Through setting up damper 3, play the cushioning effect to the vibrations that tower crane 20 during operation produced, can reduce the impact that produces cushion cap 2, avoid cushion cap 2 to produce the crack, compare in current tower crane 20 cushion cap 2 connection structure, solved current tower crane 20 concrete cushion cap 2 and produced tower crane 20 and vibrate when because of using, make cushion cap 2 produce the crack easily, produce the technical problem of potential safety hazard easily after long-time use.
The fixed prefabricated plate 5 that is equipped with in tower crane 20 bottom, prefabricated plate 5 and backup pad 4 butt evenly run through on the prefabricated plate 5 and are equipped with a plurality of bolts 8, and screw thread groove 9 corresponding with bolt 8 has been seted up at backup pad 4 top, and bolt 8 spiro union is in screw thread groove 9, and a plurality of spacing holes 6 have still evenly been seted up on the prefabricated plate 5, run through in the spacing hole 6 and are equipped with spacing post 7, spacing post 7 bottom and backup pad 4 top fixed connection, spacing post 7 lateral wall and spacing hole 6 inside wall butt.
When the tower crane 20 is installed on the supporting plate 4, the limiting hole 6 on the supporting plate 4 corresponds to the limiting column 7, the limiting column 7 is inserted into the limiting hole 6, the prefabricated plate 5 is abutted against the supporting plate 4, meanwhile, the bolt 8 corresponds to the thread groove 9, and the bolt 8 is screwed into the thread groove 9. By adopting the mode, the tower crane 20 is conveniently arranged on the supporting plate 4, namely on the bearing platform 2, the tower crane 20 and the bearing platform 2 are connected in a welding mode, the tower crane 20 is convenient to disassemble and assemble, compared with the existing tower crane 20, the technical problems that the tower crane 20 is connected with the bearing platform 2 in a welding mode usually, and the disassembly and the secondary utilization of the tower crane 20 are not facilitated are solved.
The damping component 3 comprises a support column 12 fixedly arranged between a support plate 4 and a bearing platform 2, two first C-shaped elastic plates 10 are symmetrically arranged on the left side and the right side of the support column 12, the first C-shaped elastic plates 10 are all abutted between the support plate 4 and the bearing platform 2, second C-shaped elastic plates 11 are arranged on the inner side of the first C-shaped elastic plates 10, pin rods 17 are arranged at the upper end and the lower end of the first C-shaped elastic plates 10 in a penetrating mode, the pin rods 17 on the upper side are fixedly connected with the support plate 4, the pin rods 17 on the lower side are fixedly connected with the bearing platform 2, and the second C-shaped elastic plates 11 are arranged on the pin rods 17 in a penetrating mode. By adopting the mode, the buffer strength of the shock absorption component 3 can be greatly enhanced, so that the impact on the bearing platform 2 is reduced, the problem that the bearing platform 2 is cracked can be avoided, and the installability is improved.
The inner side of the C-shaped elastic plate II 11 is provided with the rolling ball 18, and the rolling ball 18 can automatically move through vibration, so that the supporting strength between the C-shaped elastic plate I10 and the C-shaped elastic plate II 11 is ensured.
The inside of the tower crane 20 is uniformly provided with a plurality of resting components 19 along the vertical direction, the resting components 19 are used for a worker to rest slightly, the resting components 19 comprise a bottom plate 13 fixedly arranged on the inside of the tower crane 20, two connecting plates 15 are symmetrically and fixedly arranged on the front and back of the top of the bottom plate 13, and the hinged seat 14 is rotationally connected between the two connecting plates 15.
When the sitting-rest assembly 19 is used, when a worker needs to stop working and rest, the hinged sitting plate 14 is horizontally placed, the hinged sitting plate 14 is abutted to the bottom plate 13, the bottom plate 13 supports the hinged sitting plate 14, the worker can directly sit on the hinged sitting plate 14 for rest, and the worker can continue climbing or working upwards after recovering physical strength.
By arranging the resting and sitting assembly 19, the worker can sit down conveniently to rest and recover physical strength, the practicability is higher, and compared with the existing tower crane 20 structure, the worker has no place for a little rest, and the technical problem of physical strength consumption is compared.
The hinged seat 14 is fixedly provided with the magnet 16, the magnet 16 can be adsorbed on the tower crane 20, and the arrangement of the magnet 16 can enable the hinged seat 14 to be adsorbed on the tower crane 20 when the hinged seat 14 is not used, and the tower crane 20 is made of metal.
The above embodiments are only preferred embodiments of the present application, and the scope of the present application is not limited thereto, but any insubstantial changes and substitutions made by those skilled in the art on the basis of the present application are intended to be within the scope of the present application.
Claims (6)
1. The utility model provides a cushion cap tower crane foundation structure, includes a plurality of foundation piles, cushion cap, tower crane, the cushion cap is fixed to be set up in a plurality of between the foundation pile top, the tower crane set up in cushion cap upside, its characterized in that: the tower crane is characterized by further comprising a plurality of damping assemblies which are uniformly and fixedly arranged at the top of the bearing platform, wherein the damping assemblies play a role in buffering vibration generated during the operation of the tower crane, a plurality of supporting plates are fixedly arranged between the tops of the damping assemblies, and the tower crane is detachably arranged at the top of the supporting plates.
2. A cap tower crane foundation structure according to claim 1, wherein: the utility model discloses a tower crane, including tower crane, support plate, bolt spiro union, spacing post bottom with support plate top fixed connection, spacing post lateral wall with spacing hole inside wall looks butt, the fixed prefabricated plate that is equipped with in tower crane bottom, the prefabricated plate with the backup plate butt, evenly run through on the prefabricated plate and be equipped with a plurality of bolts, the backup plate top seted up with the corresponding screw thread groove of bolt, bolt spiro union in the screw thread inslot, still evenly seted up a plurality of spacing holes on the prefabricated plate, it is equipped with spacing post to run through in the spacing hole, spacing post bottom with backup plate top fixed connection, spacing post lateral wall with spacing hole inside wall looks butt.
3. A cap tower crane foundation structure according to claim 1, wherein: the damping component comprises a supporting column fixedly arranged between the supporting plate and the bearing platform, two C-shaped elastic plates I are symmetrically arranged on the left side and the right side of the supporting column, the two C-shaped elastic plates I are all abutted to the supporting plate and the bearing platform, C-shaped elastic plates II are arranged on the inner side of the C-shaped elastic plates I, pin rods are arranged at the upper end and the lower end of the C-shaped elastic plates I in a penetrating mode, the pin rods are fixedly connected with the supporting plate and are positioned on the upper side, the pin rods are fixedly connected with the bearing platform and are positioned on the lower side, and the C-shaped elastic plates II are arranged on the pin rods in a penetrating mode.
4. A cap tower crane foundation structure according to claim 3, wherein: and a rolling ball is arranged on the inner side of the second C-shaped elastic plate.
5. A cap tower crane foundation structure according to claim 1, wherein: the inner side of the tower crane is uniformly provided with a plurality of resting components along the vertical direction, the resting components are used for a worker to rest slightly, the resting components comprise bottom plates fixedly arranged on the inner side of the tower crane, two connecting plates are symmetrically and fixedly arranged on the front and back of the top of the bottom plates, and hinged sitting plates are rotationally connected between the two connecting plates.
6. A cap tower crane foundation structure according to claim 5, wherein: and a magnet is fixedly arranged on the hinged seat plate, and can be adsorbed on the tower crane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223016344.0U CN219011283U (en) | 2022-11-14 | 2022-11-14 | Bearing platform tower crane foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223016344.0U CN219011283U (en) | 2022-11-14 | 2022-11-14 | Bearing platform tower crane foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219011283U true CN219011283U (en) | 2023-05-12 |
Family
ID=86243499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223016344.0U Active CN219011283U (en) | 2022-11-14 | 2022-11-14 | Bearing platform tower crane foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219011283U (en) |
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2022
- 2022-11-14 CN CN202223016344.0U patent/CN219011283U/en active Active
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