CN114105038A - Friction type walking type automatic lifting platform and method - Google Patents
Friction type walking type automatic lifting platform and method Download PDFInfo
- Publication number
- CN114105038A CN114105038A CN202111331321.6A CN202111331321A CN114105038A CN 114105038 A CN114105038 A CN 114105038A CN 202111331321 A CN202111331321 A CN 202111331321A CN 114105038 A CN114105038 A CN 114105038A
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- cross beam
- clamping
- clamping device
- oil cylinder
- friction
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
- B66F7/10—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks
- B66F7/16—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks by one or more hydraulic or pneumatic jacks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
- B66F7/28—Constructional details, e.g. end stops, pivoting supporting members, sliding runners adjustable to load dimensions
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- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a friction type walking type automatic lifting platform and a method, which are characterized in that: the device comprises an upper clamping device, a lower clamping device, a jacking device and a construction platform, wherein the upper clamping device and the lower clamping device are oppositely arranged from top to bottom and are enclosed around a pier stud, the jacking device is connected with the two clamping devices, the construction platform is connected with the upper part of the jacking device, the jacking device comprises an upper cross beam, a lower cross beam and a jacking oil cylinder connected with the middle part of the upper cross beam and the lower cross beam, and the upper cross beam and the lower cross beam are connected with the upper clamping device and the lower clamping device in a sliding mode respectively. According to the invention, a bearing structural member does not need to be embedded, and only the clamping oil cylinder provides clamping force, so that upward friction force is generated to push the whole platform to climb, the construction process is simplified, and the efficiency is improved. Particularly, in the occasions of pier reinforcement and the like, because the installation of embedded parts on a pier body is not allowed, the existing lifting platform cannot be used, and therefore the technical scheme provided by the invention solves the problem.
Description
Technical Field
The invention belongs to the technical field of engineering equipment, and relates to a friction type walking type automatic lifting platform and method for reinforcing construction of a bridge single-column pier.
Background
The automatic lifting platform is commonly used for the construction of high-rise buildings and piers, and is advanced engineering equipment compared with the traditional scaffold platform. The method simplifies the time for building the platform, reduces the cost and improves the safety. Patent 200820150610. X' discloses a double-acting integral hydraulic automatic jacking platform system, and the platform system of the type adopts embedded bolts as bearing parts for finally bearing vertical load in the construction and climbing stages. The patent CN 109184190A 'climbing and bearing integrated beam type hydraulic climbing platform and the installation method thereof' expands the application range of the lifting platform, the platform still continues to use the traditional embedded bolt for bearing force in the climbing stage, and in the construction stage, the self weight of the frame body and the construction load are borne by the bearing beams supported at the wall body openings on the two sides of the inner wall of the core tube. These automatic lifting platforms are widely used in building and bridge construction.
However, these automatic lifting platforms have a common feature that a bearing member needs to be embedded to bear a vertical load. In some application occasions, such as pier reinforcement and the like, bearing parts cannot be pre-embedded, and the existing lifting platforms cannot be used.
Disclosure of Invention
The technical problem to be solved by the present invention is to provide a friction-type walking automatic lifting platform and method capable of improving working efficiency, aiming at the defects existing in the prior art.
The technical scheme adopted by the invention is as follows: the utility model provides a friction type walking automatic rising platform which characterized in that: the device comprises an upper clamping device, a lower clamping device, a jacking device and a construction platform, wherein the upper clamping device and the lower clamping device are oppositely arranged from top to bottom and are enclosed around a pier stud, the jacking device is connected with the two clamping devices, the construction platform is connected with the upper part of the jacking device, the jacking device comprises an upper cross beam, a lower cross beam and a jacking oil cylinder connected with the middle part of the upper cross beam and the lower cross beam, and the upper cross beam and the lower cross beam are connected with the upper clamping device and the lower clamping device in a sliding mode respectively.
According to the technical scheme, the two ends of the upper cross beam and the lower cross beam are respectively connected with the upper guide device and the lower guide device and are configured with the pier stud.
According to the technical scheme, the upper clamping device and the lower clamping device are identical in structure and comprise clamping oil cylinders, telescopic joints and clamping plates, the clamping plates are perpendicular to the clamping oil cylinders, the two ends of the clamping oil cylinders are connected with the clamping plates through the telescopic joints respectively, the rubber plates are arranged on the inner sides of the clamping plates, the clamping plates are arranged on the inner sides of the upper cross beam or the lower cross beam, and the clamping plates are connected with the upper cross beam or the lower cross beam in a sliding mode through pin shafts.
According to the technical scheme, the upper cross beam and the lower cross beam are respectively provided with the sliding sleeves, and the pin shaft penetrates through the sliding sleeves, so that the clamping plate is arranged in a sliding manner relative to the upper cross beam or the lower cross beam.
According to the technical scheme, the clamping oil cylinder is a disc spring oil cylinder.
According to the technical scheme, the telescopic oil cylinder is arranged in the telescopic sliding sleeve, and two ends of the telescopic sliding sleeve are respectively and fixedly connected with the upper cross beam and the lower cross beam.
According to the technical scheme, the telescopic sliding sleeve comprises a telescopic outer sleeve and a telescopic inner sleeve arranged in the telescopic outer sleeve, and the telescopic outer sleeve and the telescopic inner sleeve are connected in a sliding mode.
According to the technical scheme, the upper guide device and the lower guide device are identical in structure and respectively comprise a guide frame and a guide wheel arranged on the guide frame, and the guide wheels are configured with the pier stud.
According to the technical scheme, the guide frame is connected with the flanges on the upper cross beam or the lower cross beam through the flanges, the two flanges are provided with bolt holes with different intervals, and the guide frame is connected with the flanges through different bolt holes to be used for adjusting the gap between the guide wheel and the pier stud.
A climbing method using the friction-type walking automatic lifting platform is characterized in that:
and 3, after the expected position is reached, simultaneously clamping the upper clamping device and the lower clamping device.
The beneficial effects obtained by the invention are as follows:
1. the friction-type walking automatic lifting platform provided by the invention does not need to embed a bearing structural member, and only provides clamping force through the clamping oil cylinder, so that upward friction force is generated to push the whole platform to climb, the construction process is simplified, and the efficiency is improved. Particularly, in the occasions of pier reinforcement and the like, because the installation of embedded parts on a pier body is not allowed, the existing lifting platform cannot be used, and therefore the technical scheme provided by the invention solves the problem.
2. The friction type walking type automatic lifting platform provided by the invention adopts an assembly type structure, the weight of a single component is light, the components can be used by simply connecting the components through bolts and shaft pins, a large-scale hoisting tool is not needed, the field assembly is convenient, and the field operation is convenient.
Drawings
Fig. 1 is a schematic perspective view of a friction-type walking-type automatic lifting platform according to an embodiment of the present invention.
Fig. 2 is a schematic view of a clamping device according to an embodiment of the present invention.
Fig. 3 is a schematic view illustrating installation of a jacking cylinder according to an embodiment of the present invention.
Fig. 4 is a schematic structural diagram of a guiding device according to an embodiment of the present invention.
Wherein: 1-a clamping device; 11-upper clamping means; 12-lower clamping means; 13-clamping the oil cylinder; 14-a splint; 15-a rubber plate; 16-axis pin; 17-a telescopic joint;
2-jacking device; 21-an upper cross beam; 22-a lower cross beam; 23-jacking oil cylinders; 24-a telescopic jacket; 25-telescopic inner sleeves; 26-a sliding sleeve; 27-a support; 28-a flange;
3-a guiding device; 31-upper guide frame; 32-lower guide frame; 33-a guide wheel; 34-flange.
4. A construction platform; 5. and (5) pier studs.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, 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 some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the application usually place when in use, and are used only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present application, it is further noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; 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.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact of the first and second features, or may comprise contact of the first and second features not directly but through another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The features and performance of the friction-type walking automatic lifting platform of the present application are described in further detail below with reference to examples.
As shown in fig. 1-4, the embodiment of the present invention provides a friction-type walking automatic lifting platform, which includes an upper clamping device 1 and a lower clamping device 1 that are disposed opposite to each other in an up-down manner and are enclosed around a pier, a jacking device 2 connecting the two clamping devices, and a construction platform 4 connected to an upper portion of the jacking device.
The shaft pin 16 of the clamping device 1 is connected with the sliding sleeve 26 of the jacking device 2, so that the clamping device 1 can slide along the inner wall of the sliding sleeve 26 and simultaneously support the whole jacking device 2. The jacking device 2 is a main body frame of the whole lifting platform. The construction platform 4 is arranged above the jacking device and serves as a platform for construction and bearing load.
In order to ensure that the whole platform can be lifted stably, the lifting device is also provided with a guide device 3, the guide device 3 is connected with the lifting device 2 through a bolt, and a guide wheel 33 of the guide device 3 vertically rolls along the surface of the pier stud in the lifting process. Wherein the clamping device 1, the guiding device 3 and the construction platform 4 are connected with the jacking device 2, thereby forming a whole.
The clamping device 1 comprises an upper clamping device 11 and a lower clamping device 12, and the upper clamping device and the lower clamping device are identical in structure. All including pressing from both sides tight hydro-cylinder 12, telescopic joint 17 and splint 14, splint 14 sets up with pressing from both sides tight hydro-cylinder 12 is perpendicular, the both ends of pressing from both sides tight hydro-cylinder 12 are articulated with splint 14 through telescopic joint 17 respectively, and splint 14 is close to pier stud one side and is equipped with rubber slab 15 splint 14 installs the inboard at entablature or bottom end rail, and it slides through round pin axle and entablature or bottom end rail and is connected. When the clamping cylinder 12 is contracted, the rubber plate 15 is tightly attached to the pier stud 5, so that upward friction is generated as the bearing force of the whole platform.
In the preferred embodiment, the telescopic joint 17 has various sizes, and can be changed according to different piers, so that the telescopic joint is suitable for different application scenes.
In a preferred embodiment, the clamping cylinder 12 is a disc spring cylinder. When clamping is needed, pressure generated by a disc spring in the oil cylinder is used as clamping force, and the oil cylinder is unloaded at the moment; when the disc spring needs to be loosened, the oil cylinder generates thrust to compress the disc spring. And the safety of the clamping device is improved by adopting a disc spring clamping mode.
The jacking device 2 comprises an upper cross beam 21, a lower cross beam 22, a jacking oil cylinder 23, a telescopic outer sleeve 24, a telescopic inner sleeve 25 and a sliding sleeve 26. The middle of the upper and lower beams is provided with a support 27 which is respectively hinged with the two ends of the jacking oil cylinder 23. One end of the telescopic inner sleeve and one end of the telescopic outer sleeve are respectively connected on the support 27 of the upper cross beam and the lower cross beam through bolts. The upper and lower beams, the telescopic inner and outer sleeves form a stable rigid bearing structure. When the jacking oil cylinder 23 stretches, the telescopic outer sleeve 24 and the telescopic inner sleeve 25 can only slide relatively along the stretching direction of the jacking oil cylinder 23, so that the jacking device 2 is prevented from deflecting, and the whole platform is ensured to lift stably.
In the preferred embodiment, the rectangular inner and outer telescopic sliding sleeves are arranged outside the jacking oil cylinder, so that the overall rigidity of the jacking device 2 can be improved, and the phenomenon that the oil cylinder is bent and deformed due to the transverse deviation of the jacking oil cylinder 23 in the lifting process is avoided.
The guide device 3 includes an upper guide frame 31, a lower guide frame 32, a guide wheel 33, and a flange 34. The flanges 34 on the upper and lower guide frames are bolted to the flange 28 of the jacking device 2.
In the preferred embodiment, the flange 34 and the flange 28 are connected by different spaced bolt holes, and the gap between the guide wheel 33 and the abutment can be adjusted by selecting different bolt hole connections to accommodate different size differences of the abutment.
In a preferred embodiment, the guide wheel 33 is made of nylon or polyurethane, so as to reduce vibration noise during the lifting process.
The climbing procedure corresponding to the above embodiment is as follows:
And 2, starting climbing, loosening the upper clamping device 11, and pushing the upper cross beam 21, the upper clamping device 11 and the construction platform 4 to move upwards by the jacking oil cylinder 23. When the stroke of the jacking oil cylinder 23 is reached, the upper clamping device 11 clamps, the lower clamping device 12 looses, the jacking oil cylinder 23 retracts, and the lower clamping device 12 and the lower cross beam 22 are driven to move upwards together. When the jacking cylinder 23 retracts to the right position, the lower clamping device 12 clamps, the upper clamping device 11 opens, and the second climbing cycle is repeated.
And 3, after the expected position is reached, simultaneously clamping the upper clamping device and the lower clamping device.
The technical features of the above-mentioned embodiments can be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the above-mentioned embodiments are not described, however, as long as there is no contradiction between the combinations of the technical features, or several variations and improvements can be made without departing from the concept of the present invention, they should be considered as being within the scope of the description.
Claims (10)
1. The utility model provides a friction type walking automatic rising platform which characterized in that: the device comprises an upper clamping device, a lower clamping device, a jacking device and a construction platform, wherein the upper clamping device and the lower clamping device are oppositely arranged from top to bottom and are enclosed around a pier stud, the jacking device is connected with the two clamping devices, the construction platform is connected with the upper part of the jacking device, the jacking device comprises an upper cross beam, a lower cross beam and a jacking oil cylinder connected with the middle part of the upper cross beam and the lower cross beam, and the upper cross beam and the lower cross beam are connected with the upper clamping device and the lower clamping device in a sliding mode respectively.
2. The friction-type walking automatic lifting platform of claim 1, wherein: and the two ends of the upper cross beam and the lower cross beam are respectively connected with an upper guide device and a lower guide device which are configured with the pier stud.
3. A friction-type walking-type automatic lifting platform according to claim 1 or 2, characterized in that: the upper clamping device and the lower clamping device are identical in structure and comprise clamping oil cylinders, telescopic joints and clamping plates, the clamping plates and the clamping oil cylinders are arranged perpendicularly, two ends of each clamping oil cylinder are connected with the clamping plates through the telescopic joints respectively, rubber plates are arranged on the inner sides of the clamping plates, the clamping plates are arranged on the inner sides of the upper cross beams or the lower cross beams, and the clamping plates are connected with the upper cross beams or the lower cross beams in a sliding mode through pin shafts.
4. A friction-type walking-type automatic lifting platform according to claim 3, characterized in that: sliding sleeves are respectively arranged on the upper cross beam and the lower cross beam, and the pin shaft penetrates through the sliding sleeves, so that the clamping plate is arranged in a sliding manner relative to the upper cross beam or the lower cross beam.
5. A friction-type walking-type automatic lifting platform according to claim 3, characterized in that: the clamping oil cylinder adopts a disc spring oil cylinder.
6. A friction-type walking-type automatic lifting platform according to claim 1 or 2, characterized in that: the telescopic oil cylinder is arranged in the telescopic sliding sleeve, and two ends of the telescopic sliding sleeve are respectively and fixedly connected with the support on the upper cross beam and the lower cross beam.
7. The friction-type walking automatic lifting platform of claim 6, wherein: the telescopic sliding sleeve comprises a telescopic outer sleeve and a telescopic inner sleeve arranged in the telescopic outer sleeve, and the telescopic outer sleeve and the telescopic inner sleeve are connected in a sliding mode.
8. A friction-type walking-type automatic lifting platform according to claim 1 or 2, characterized in that: the upper guide device and the lower guide device have the same structure and respectively comprise a guide frame and guide wheels arranged on the guide frame, and the guide wheels are configured with the pier stud.
9. The friction-type walking automatic lifting platform of claim 8, wherein: the guide frame is connected with flanges on the upper cross beam or the lower cross beam through flanges, bolt holes with different intervals are arranged on the two flanges, and the guide frame is connected with the flanges through different bolt holes to be used for adjusting the gap between the guide wheel and the pier stud.
10. A method of climbing using a friction-type walking automatic lifting platform according to any one of claims 1 to 9, characterized in that:
step 1, the whole automatic lifting platform is installed on a pier, and a rubber plate is tightly attached to the surface of the pier column by the clamping force generated by a clamping oil cylinder so as to generate enough friction force.
Step 2, starting climbing: the upper clamping device is loosened, and the jacking oil cylinder pushes the upper cross beam, the upper clamping device and the construction platform to move upwards together; when the stroke of the jacking oil cylinder is reached, the upper clamping device clamps, the lower clamping device looses, the jacking oil cylinder retracts, and the lower clamping device and the lower cross beam are driven to move upwards together; when the jacking oil cylinder retracts to the right position, the lower clamping device clamps, the upper clamping device opens, and the second climbing cycle is repeated;
and 3, after the expected position is reached, simultaneously clamping the upper clamping device and the lower clamping device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111331321.6A CN114105038A (en) | 2021-11-11 | 2021-11-11 | Friction type walking type automatic lifting platform and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111331321.6A CN114105038A (en) | 2021-11-11 | 2021-11-11 | Friction type walking type automatic lifting platform and method |
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| Publication Number | Publication Date |
|---|---|
| CN114105038A true CN114105038A (en) | 2022-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111331321.6A Withdrawn CN114105038A (en) | 2021-11-11 | 2021-11-11 | Friction type walking type automatic lifting platform and method |
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| Country | Link |
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| CN (1) | CN114105038A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201268569Y (en) * | 2008-07-08 | 2009-07-08 | 上海建工（集团）总公司 | Double-acting integral hydraulic automatic jacking platform system |
| CN105836636A (en) * | 2015-01-15 | 2016-08-10 | 三汽车起重机械有限公司 | Hold hoop of climbing crane and climbing crane |
| CN109184190A (en) * | 2018-06-29 | 2019-01-11 | 上海建工集团股份有限公司 | It climbs and carries integrated beam type hydraulic climbing platform and its installation method |
| CN212507304U (en) * | 2020-04-24 | 2021-02-09 | 中交第二航务工程局有限公司 | Self-climbing device for mounting prefabricated capping beam |
| CN212801232U (en) * | 2020-06-05 | 2021-03-26 | 中交四公局第三工程有限公司 | Safe climbing frame for hollow pier construction |
-
2021
- 2021-11-11 CN CN202111331321.6A patent/CN114105038A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201268569Y (en) * | 2008-07-08 | 2009-07-08 | 上海建工（集团）总公司 | Double-acting integral hydraulic automatic jacking platform system |
| CN105836636A (en) * | 2015-01-15 | 2016-08-10 | 三汽车起重机械有限公司 | Hold hoop of climbing crane and climbing crane |
| CN109184190A (en) * | 2018-06-29 | 2019-01-11 | 上海建工集团股份有限公司 | It climbs and carries integrated beam type hydraulic climbing platform and its installation method |
| CN212507304U (en) * | 2020-04-24 | 2021-02-09 | 中交第二航务工程局有限公司 | Self-climbing device for mounting prefabricated capping beam |
| CN212801232U (en) * | 2020-06-05 | 2021-03-26 | 中交四公局第三工程有限公司 | Safe climbing frame for hollow pier construction |
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Application publication date: 20220301 |
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