CN220058766U - Combined type mobile operation platform for ultrahigh column - Google Patents
Combined type mobile operation platform for ultrahigh column Download PDFInfo
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- CN220058766U CN220058766U CN202321543362.6U CN202321543362U CN220058766U CN 220058766 U CN220058766 U CN 220058766U CN 202321543362 U CN202321543362 U CN 202321543362U CN 220058766 U CN220058766 U CN 220058766U
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- 238000010276 construction Methods 0.000 abstract description 30
- 230000006641 stabilisation Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a combined type mobile operation platform for an ultrahigh column, which comprises operation racks, a mobile device and a connecting structure, wherein the operation racks are arranged in groups and are oppositely arranged around the structural column, adjacent operation racks are connected with each other through the connecting structure, the operation racks are connected with the structural column through the connecting structure, and the mobile device is arranged at the bottom of the operation racks and is positioned on the ground. The movable operation platform consists of the operation rack and the movable device, so that the requirements of flexibility in movement and safety and stability in construction are met, and the labor capacity and the operation difficulty for erecting the operation platform are reduced; adopt connection structure to link up two operation racks and form whole operation platform, satisfy the demand at the construction of structural column periphery to splice and dismantle the simple operation, job stabilization nature and security are high.
Description
Technical Field
The utility model relates to the technical field of building auxiliary construction equipment, in particular to a combined type mobile operation platform for an ultrahigh column.
Background
Along with the continuous update development of electronic products, the demands of the ultra-high factory buildings for production are more and more, the structural forms of the ultra-high factory buildings are diversified, wherein the ultra-high structural columns are main components of the main structures of the ultra-high factory buildings, and the construction difficulty is high due to the structural characteristics during the construction of the ultra-high structural columns.
At present, the construction of the super-high structural column mostly adopts a steel pipe to erect an operation platform or an electric lifting platform for installing steel bars and templates, but the time consumed by repeatedly erecting and disassembling the operation frame is long and uneconomical under the condition that the number of the super-high structural columns is large. When the electric lifting platform is used, the difficulty is high when workers install the steel bars and the templates, the construction speed is low, when the height exceeds 10 meters, the construction stability is poor, and when the column height is greater than 15 meters, the electric lifting platform cannot be used.
Therefore, the traditional operation platform can not realize high-efficiency and low-cost construction, so that the mobile operation platform, such as the combined mobile operation platform disclosed in Chinese patent publication No. CN207484921U, can realize convenient movement of the operation platform, but the structure can not completely meet the construction of the ultra-high structure column, and if the construction of surrounding the ultra-high structure column can not be met, the defects of frequent movement of the position, poor overall stability and insufficient safety are overcome. The present utility model provides a modular mobile operating platform for an ultra-tall column that addresses the above-described issues.
Disclosure of Invention
The utility model provides a combined type mobile operation platform for an ultra-high column, which meets the construction requirement of the ultra-high structure column and effectively reduces the construction cost.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
the combined type mobile operation platform for the ultrahigh column comprises operation racks, a mobile device and a connecting structure, wherein the operation racks are arranged in groups and are oppositely arranged around the structural column, the adjacent operation racks are connected with each other through the connecting structure, the operation racks are connected with the structural column through the connecting structure, and the mobile device is arranged at the bottom of the operation racks and is positioned on the ground;
the operation rack comprises a lap joint rack body and a main rack body, wherein the lap joint rack body and the main rack body are of an integrated structure, the lap joint rack body is located on the inner side of the main rack body, the lap joint rack body and the main rack body are connected with a structural column, and the lap joint rack body of the operation rack is connected with the main rack body of an adjacent operation rack through a connecting structure.
Further, the operation rack includes scaffold frame, walking passageway, operation board, protection network and adjustment base, the walking passageway interval sets up in the scaffold frame, operation board level sets up in the scaffold frame, the protection network is established in the periphery of scaffold frame, the adjustment base is established in the bottom of scaffold frame, is located subaerial.
Further, the connection structure is arranged at an upper-lower interval and comprises a drawknot connecting rod and a connecting rod, wherein the drawknot connecting rod is arranged between adjacent operation tables, and the connecting rod is arranged at the periphery of the structural column and is connected with the operation tables.
Further, the end part of the drawknot connecting rod is connected to the lap joint frame body and the main frame body, the connecting rod is arranged on the periphery of the structural column in a well shape, and the end part of the connecting rod is connected to the lap joint frame body, the main frame body and the drawknot connecting rod.
Further, a buffer plate is arranged between the structural column and the connecting rod.
Further, the scaffold is of an L-shaped structure and comprises a vertical rod, a horizontal rod and a diagonal draw rod, and the vertical rod, the horizontal rod and the diagonal draw rod are connected with each other.
Further, the moving devices are arranged at intervals at the bottom of the operating rack.
The utility model has the following beneficial effects:
the movable operation platform consisting of the operation rack and the movable device is adopted, so that the requirements of flexibility in movement and safety and stability in construction are met, and the labor capacity and the operation difficulty for erecting the operation platform are reduced;
adopt connection structure to link up two operation racks and form whole operation platform, satisfy the demand at the construction of structural column periphery to splice and dismantle the simple operation, job stabilization nature and security are high.
Drawings
FIG. 1 is a schematic top view of the construction of the present utility model;
FIG. 2 is a schematic top view of the present utility model in a moving state;
FIG. 3 is a schematic top view of the operation rack of the present utility model in a connected state;
FIG. 4 is a schematic front view of the connection state of the operation rack of the present utility model;
FIG. 5 is a schematic view showing the installation state of the connecting rod according to the present utility model;
FIG. 6 is a schematic front view of an operating table of the present utility model;
fig. 7 is a schematic top view of the handling bench of the present utility model.
Reference numerals: the device comprises a 1-operation bench, a 101-lap joint bracket body, a 102-main bracket body, a 11-scaffold, a 12-walking channel, a 13-operation plate, a 14-protection net, a 15-adjustment base, a 2-moving device, a 3-connecting structure, a 31-drawknot connecting rod and a 32-connecting rod.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of this patent, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the patent and simplify the description, and do not indicate or imply that the devices or elements being referred to must have a particular orientation, be configured and operated in a particular orientation, and are therefore not to be construed as limiting the patent.
As shown in fig. 1, 2, 3 and 4, a combined mobile operation platform for an ultra-high column comprises an operation rack 1, a mobile device 2 and a connecting structure 3, wherein the operation racks 1 are arranged in groups and are oppositely arranged around a structural column, the adjacent operation racks 1 are mutually connected through the connecting structure 3, the operation racks 1 are connected with the structural column through the connecting structure 3, and the mobile device 2 is arranged at the bottom of the operation rack 1 and is positioned on the ground.
According to the utility model, two oppositely arranged operation tables 1 are connected into an integral operation platform which is arranged around the periphery of the structural column through the connecting structure 3, so that the requirement of construction at any position around the structural column is met, the operation platform is not required to be moved in the construction process, after the connection structure 3 is disassembled after construction is finished, the operation tables are flexibly moved to the next construction position under the drive of the moving device 2, and the number of the operation platforms and the operation difficulty are effectively reduced. The moving device 2 only lifts the operation rack 1 to move when changing the construction position, the operation rack is flexible, the operation rack 1 directly falls on the ground in the construction state, and the structural stability and the safety during construction are ensured.
As shown in fig. 1, 3 and 7, the operation rack 1 includes a lap joint rack body 101 and a main rack body 102, the lap joint rack body 101 and the main rack body 102 are in an integral structure, the lap joint rack body 101 is located at the inner side of the main rack body 102 to form an L-shaped operation rack 1, the two L-shaped operation racks 1 are spliced relatively to form a back-shaped operation platform, a structural column is located at the center of the operation platform, the lap joint rack body 101 and the main rack body 102 are connected with the structural column, and the lap joint rack body 101 of the operation rack 1 and the main rack body 102 of the adjacent operation rack 1 are connected through a connecting structure 3.
As shown in fig. 3, 4 and 6, further, the operation rack 1 comprises a scaffold 11, a walking channel 12, a working plate 13, a protection net 14 and an adjusting base 15, wherein the walking channel 12 is arranged in the scaffold 11 at intervals, the working plate 13 is horizontally arranged on a horizontal rod of each step of the scaffold 11, the protection net 14 is arranged on the periphery of the scaffold 11, and the adjusting base 15 is arranged at the bottom of the scaffold 11 and is positioned on the ground.
Preferably, the adjustment base 15 adjusts the levelness of the operation rack 1 when placed on the ground, so as to meet the construction requirement.
Preferably, the scaffold 11 is erected at different heights according to construction requirements, so as to form a stepped scaffold structure, thereby meeting various construction requirements.
As shown in fig. 1 and 5, the connecting structure 3 is further disposed at an upper-lower interval, and includes a tie rod 31 and a connecting rod 32, the tie rod 31 is disposed between the adjacent operation racks 1, and the connecting rod 32 is disposed at the outer periphery of the structural column and is connected to the operation racks 1.
Further, the ends of the pull joint connecting rod 31 are connected to the lap joint frame 101 and the main frame 102, the connecting rod 32 is disposed on the periphery of the structural column in a cross shape, and the ends of the connecting rod are connected to the lap joint frame 101, the main frame 102 and the pull joint connecting rod 31.
Preferably, the pull-tie rods 31 are arranged on the adjacent operating tables 1 every two steps, and the connecting rods 32 are arranged every two steps.
Preferably, the pull joint connecting rod 31 and the connecting rod 32 are both steel pipes.
Further, a wood board is provided between the structural posts and the connecting rods 32 as a buffer board.
Further, the scaffold 11 has an L-shaped structure and comprises a vertical rod, a horizontal rod and a diagonal rod, and the vertical rod, the horizontal rod and the diagonal rod are connected in a disc buckle type.
Preferably, the vertical rod, the horizontal rod and the diagonal draw bar are all steel pipes.
Further, the moving devices 2 are arranged at intervals at the bottom of the operating rack 1.
Preferably, the moving device 2 is a hydraulic trolley.
The construction method of the utility model comprises the following steps:
firstly, arranging adjustment bases 15 according to standard intervals, erecting a scaffold 11 from bottom to top, and then sequentially installing a walking channel 12, an operation plate 13 and a protective net 14 to form an operation bench 1;
secondly, moving the moving device 2 to the position of the operation rack 1, distributing the moving device 2 on the periphery of the operation rack 1 according to stress intervals, simultaneously lifting the operation rack 1 from the ground by 150-200mm, then manually pushing the operation rack 1 to a structural column to be constructed, pre-fixing the operation racks 1 at the bottom by using a pull-knot connecting rod 31 after aligning the two operation racks 1, finely adjusting the positions of the operation racks 1 by using the moving device 2, then falling the two operation racks 1 on the ground by using the moving device 2, and adjusting the balance of the operation racks 1 by adjusting the base 15 to finish the falling position of the operation rack 1;
thirdly, installing a subsequent drawknot connecting rod 31 to fix the operation rack 1, and installing a connecting rod 32 to connect the operation rack 1 with the completed structural column part to complete the connection and the stability of the operation rack 1;
fourthly, an operator uses the operation bench 1 to construct until the construction of the structural column is completed;
fifthly, after the construction is completed, the pull joint connecting rod 31 and the connecting rod 32 are detached, then the operating rack 1 is lifted by using the moving device 2, and the operating rack is manually pushed and transferred to the position of the next structural column for construction.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (7)
1. The combined type mobile operation platform for the ultrahigh column is characterized by comprising operation platforms (1), a mobile device (2) and a connecting structure (3), wherein the operation platforms (1) are arranged in groups and are oppositely arranged around the structural column, the adjacent operation platforms (1) are connected with each other through the connecting structure (3), the operation platforms (1) are connected with the structural column through the connecting structure (3), and the mobile device (2) is arranged at the bottom of the operation platforms (1) and is positioned on the ground;
the operation rack (1) comprises a lap joint rack body (101) and a main rack body (102), the lap joint rack body (101) and the main rack body (102) are of an integrated structure, the lap joint rack body (101) is located on the inner side of the main rack body (102), the lap joint rack body (101) and the main rack body (102) are connected with structural columns, and the lap joint rack body (101) of the operation rack (1) and the main rack body (102) of the adjacent operation rack (1) are connected through a connecting structure (3).
2. The modular mobile operating platform for a super high column according to claim 1, characterized in that: the operation bench (1) comprises a scaffold (11), a walking channel (12), an operation plate (13), a protective net (14) and an adjustment base (15), wherein the walking channel (12) is arranged in the scaffold (11) at intervals, the operation plate (13) is horizontally arranged in the scaffold (11), the protective net (14) is arranged on the periphery of the scaffold (11), and the adjustment base (15) is arranged at the bottom of the scaffold (11) and is located on the ground.
3. The modular mobile operating platform for a super high column according to claim 1, characterized in that: the connecting structure (3) is arranged at an upper-lower interval and comprises a drawknot connecting rod (31) and a connecting rod (32), wherein the drawknot connecting rod (31) is arranged between adjacent operation tables (1), and the connecting rod (32) is arranged on the periphery of a structural column and is connected with the operation tables (1).
4. A modular mobile operating platform for a super high column as claimed in claim 3, wherein: the end part of the drawknot connecting rod (31) is connected to the lap joint frame body (101) and the main frame body (102), the connecting rod (32) is arranged on the periphery of the structural column in a cross shape, and the end part of the connecting rod is connected to the lap joint frame body (101), the main frame body (102) and the drawknot connecting rod (31).
5. A modular mobile operating platform for a super high column as claimed in claim 3, wherein: a buffer plate is arranged between the structural column and the connecting rod (32).
6. The modular mobile operating platform for a super high column according to claim 2, characterized in that: the scaffold (11) is of an L-shaped structure and comprises a vertical rod, a horizontal rod and a diagonal draw bar, and the vertical rod, the horizontal rod and the diagonal draw bar are connected with each other.
7. The modular mobile operating platform for a super high column according to claim 1, characterized in that: the moving devices (2) are arranged at the bottom of the operating bench (1) at intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321543362.6U CN220058766U (en) | 2023-06-16 | 2023-06-16 | Combined type mobile operation platform for ultrahigh column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321543362.6U CN220058766U (en) | 2023-06-16 | 2023-06-16 | Combined type mobile operation platform for ultrahigh column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220058766U true CN220058766U (en) | 2023-11-21 |
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ID=88785005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321543362.6U Active CN220058766U (en) | 2023-06-16 | 2023-06-16 | Combined type mobile operation platform for ultrahigh column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220058766U (en) |
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2023
- 2023-06-16 CN CN202321543362.6U patent/CN220058766U/en active Active
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