CN211522917U - Adjustable and movable assembly type construction operation platform - Google Patents
Adjustable and movable assembly type construction operation platform Download PDFInfo
- Publication number
- CN211522917U CN211522917U CN201922129498.2U CN201922129498U CN211522917U CN 211522917 U CN211522917 U CN 211522917U CN 201922129498 U CN201922129498 U CN 201922129498U CN 211522917 U CN211522917 U CN 211522917U
- Authority
- CN
- China
- Prior art keywords
- frame
- steel
- adjustable
- sliding
- platform
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses an adjustable mobilizable assembled construction operation platform belongs to the construction equipment field. The main structure of the operation platform comprises two large parts, namely a frame platform and a sliding track. The frame platform is used as a platform for workers to perform construction operation, and the sliding rails are used for providing a sliding foundation for the frame platform. The utility model discloses an operation platform wholly uses the assembled connection to be the main, easy dismounting, and the structure of each unit is also comparatively simple moreover, and easy to process can standardize the prefabrication, but uses the completion back split to the two dimension unit, transports to other positions and uses. The utility model discloses can erect in certain high department, realize the upper portion construction operation, do not influence lower part construction and pedestrian's vehicle current, consequently this operation platform can be applied to the bridge construction on water, does not influence the surface of water navigation, does not need the pile, and the measure is simple, and construction cost is lower.
Description
Technical Field
The utility model belongs to the construction equipment field, concretely relates to adjustable mobilizable assembled construction operation platform.
Background
When the operation surface is higher than the ground, a scaffold is usually set up for operations such as construction. However, most of the existing construction scaffolds are erected by using steel pipes and fasteners, and if the construction area for erecting the scaffold is large, the overall cost is relatively high. Meanwhile, after the existing scaffold is built, the lower space is occupied by the scaffold, and pedestrians and vehicles cannot pass through and cannot be constructed.
In addition, when the above-water bridge is installed, the construction operation of the lower part of the bridge is difficult, an operation platform is also required to be installed by piling underwater sometimes, and the operation platform cannot influence the navigation on the water surface.
Therefore, in the prior art, an assembly type construction operation platform which can be installed in a modularized mode and does not influence the passing construction below is urgently needed, the convenience of construction is improved, and the overall construction cost is reduced.
Disclosure of Invention
An object of the utility model is to solve the problem that exists among the prior art to an adjustable mobilizable assembly construction operation platform is provided.
The utility model discloses the concrete technical scheme who adopts as follows:
an adjustable and movable fabricated construction operation platform comprises a frame platform and a sliding track; the frame platform comprises a steel structure frame, a bottom plate and a sliding structure; the steel structure frame is in a cover-free cuboid form, two parallel vertical faces are formed by splicing equal amounts of frame vertical face units respectively, the end parts of the two vertical faces are connected and fixed by one frame side face unit respectively so as to enclose a continuous side wall of the steel structure frame, and the bottom surface of the steel structure frame is formed by splicing a plurality of bottom surface supporting units fixed at the bottom of the continuous side wall; the bottom plate is laid above the bottom surface supporting unit in the enclosed area of the steel structure frame; each sliding structure comprises a mounting channel steel and a pulley; the mounting channel steel is fixed at the bottom of the steel structure frame, and the opening of the mounting channel steel is downward; at least two rotatable pulleys are fixed in the groove of the mounting channel steel; the bottom of the steel structure frame is supported on two sliding rails through pulleys in two sliding structures, and the two sliding rails form moving guide for the steel structure frame.
Preferably, the frame facade unit comprises a facade steel structure frame, the facade steel structure frame is assembled by steel members, one side of the facade steel structure frame is provided with a male connecting piece, and the other side of the facade steel structure frame is provided with a female connecting piece; the two connected frame vertical face units are connected and fixed through a male connecting piece and a female connecting piece.
Preferably, in the steel structure frame, bolt holes are formed in the connecting positions among the frame vertical face unit, the bottom face supporting unit and the frame side face unit, and the frame vertical face unit, the bottom face supporting unit and the frame side face unit are connected and fixed through bolts.
Preferably, the mounting channel steel is parallel to the sliding track, the sliding track is formed by fixing a limiting channel steel at the top of the H-shaped steel or the rectangular steel pipe, and the opening of the groove of the limiting channel steel faces upwards, so that the pulley is clamped into the groove of the channel steel to slide.
Furthermore, both ends of the limiting channel steel are fixed with limiting parts for preventing the pulleys from falling off.
Preferably, the bottom plate is formed by splicing a plurality of wood plates or steel plates.
Preferably, the pulley is an electrically controlled pulley.
Preferably, the two sliding rails are laid on the external supporting structure in parallel.
Compared with the prior art, the utility model, following beneficial effect has:
1. the whole operation platform of the utility model is mainly assembled and connected, is convenient to disassemble and assemble, has simpler structure of each unit, is easy to process, and can be prefabricated in a standardized way;
2. the utility model discloses repeatedly usable uses and can split into the two dimension unit after accomplishing, transports to other positions and uses, and each unit all adopts the steel member to weld into the little two dimension cell structure of weight moreover, can the split after finishing using, and monolithic or whole transportation are all convenient.
3. The utility model discloses an operation platform whole length can adjust as required, can adapt to different construction site environment in a flexible way.
4. The utility model discloses can further be electric control with the pulley, convenient operation can realize the large-span large tracts of land construction operation, and the track has the locating part of anticreep rail moreover, can improve the security.
5. The utility model discloses can erect in certain high department, realize the upper portion construction operation, do not influence lower part construction and pedestrian's vehicle current, consequently this operation platform can be applied to the bridge construction on water, does not influence the surface of water navigation, does not need the pile, and the measure is simple, and construction cost is lower.
Drawings
FIG. 1 is a schematic view of the overall structure of an adjustable and movable fabricated construction operation platform;
FIG. 2 is an exploded view of the frame platform;
FIG. 3 is an exploded view of the steel structural frame;
FIG. 4 is a schematic view of a frame elevation unit structure;
FIG. 5 is a schematic structural view of a bottom support unit;
FIG. 6 is a schematic view of a side unit structure of the frame;
FIG. 7 is a schematic view of a sliding structure;
fig. 8 is a view showing an assembly relationship of the sliding structure on the sliding rail.
The reference numbers in the figures are: the structure comprises a frame platform 1, a sliding rail 2, a steel structure frame 3, a bottom plate 4, a sliding structure 5, a limiting piece 6, a frame vertical face unit 301, a bottom face supporting unit 302, a frame side face unit 303, a vertical face steel structure frame 3011, a male connecting piece 3012, a female connecting piece 3013, an installation channel steel 501 and a pulley 502.
Detailed Description
The invention will be further elucidated and described with reference to the drawings and embodiments. The utility model discloses in the technical characteristics of each embodiment under the prerequisite that does not conflict each other, all can carry out corresponding combination.
As shown in fig. 1, in order to provide an adjustable and movable assembly type construction operation platform in a preferred embodiment of the present invention, the main structure of the operation platform includes two major parts, namely a frame platform 1 and a sliding rail 2. Wherein the frame platform 1 is used as a platform for a worker to perform construction work, and the sliding rail 2 is used to provide a sliding base for the frame platform 1. In this embodiment, the number of the sliding rails 2 is two, and the sliding rails are laid on the external support structure in parallel. The external support structure may be selected according to the actual construction site adjustments and equipment, such as an existing building structure or a temporarily built support structure.
In the present embodiment, as shown in fig. 2, the frame platform 1 includes a steel structural frame 3, a bottom plate 4, and a sliding structure 5. The entire steel structural frame 3 is in the form of an uncovered rectangular parallelepiped, and thus has four sides and one bottom. The utility model discloses in, be called the facade with two longer sides of span, these two facades are parallel to each other. As shown in fig. 3, two vertical surfaces are respectively formed by splicing equal amounts of frame vertical surface units 301, and the end portions of the two vertical surfaces are respectively connected and fixed by a frame side surface unit 303, so that the two vertical surfaces and the remaining two side surfaces can enclose the peripheral continuous side wall of the steel structure frame 3. Similarly, the bottom surface of the steel structure frame 3 is formed by splicing a plurality of bottom surface supporting units 302, and each bottom surface supporting unit 302 is fixed at the bottom of the two side frame facade units 301.
In this embodiment, because the vertical surface, the side surface and the bottom surface of the whole steel structural frame 3 are formed by splicing a plurality of units, different numbers of splicing units can be flexibly selected according to the required size of the steel structural frame 3. In order to detachably assemble the units, a connection structure needs to be designed for each unit. As shown in fig. 4, the main body of the frame elevation unit 301 is an elevation steel structure frame 3011, the elevation steel structure frame 3011 is assembled by H-shaped steel, channel steel, angle steel, steel plate and other steel members, male connecting members 3012 are provided at the upper and lower ends of one side, and female connecting members 3013 are provided at the upper and lower ends of the other side. The two connected frame vertical face units 301 are connected and fixed through a male connecting piece 3012 and a female connecting piece 3013. Wherein, male connecting piece 3012 is a steel sheet of opening the screw, and female connecting piece 3013 comprises the tip of two H shaped steel of interval arrangement, and the screw has all been seted up to two tip. Therefore, the male connecting piece 3012 of one frame facade unit 301 can be inserted into the female connecting piece 3013 of the other frame facade unit 301, and when the three screw holes are overlapped, the bolts are inserted and screwed down to realize connection.
As shown in fig. 5, the bottom support unit 302 may be assembled by angle steel, square pipe, etc., and bolt holes are reserved around it for connecting with the frame vertical unit 301. The bottom of the frame vertical face unit 301 is provided with bolt holes at corresponding positions, and the frame vertical face unit can be screwed up through inserting bolts to realize connection.
As shown in fig. 6, the frame side units 303 may be assembled by angle iron, square tubes, etc., bolt holes are provided around the frame side units 303, and the frame vertical units 301 at the two vertical ends are connected. The reserved bolt holes in the vertical H-shaped steel at the outermost ends of the frame vertical face units 301 at the two vertical face ends are overlapped with the reserved bolt holes in the frame side face units 303, and then the connection can be realized by inserting bolts for screwing.
Therefore, the connecting positions among the frame facade units 301, the bottom surface supporting units 302 and the frame side surface units 303 in the steel structure frame 3 are all fixed into a whole through bolt connection.
The bottom plate 4 can be laid above the bottom support unit 302 in the enclosed area of the steel structural frame 3 to serve as a support platform for personnel and construction equipment. Because the size of the steel structure frame 3 is adjustable, the whole bottom plate 4 can be formed by splicing a plurality of wood plates or steel plates, and the splicing length can be adjusted according to the actual size requirement.
In the present embodiment, as shown in fig. 7, each sliding structure 5 includes a mounting channel 501 and a pulley 502, where the mounting channel 501 is a channel with a length greater than the width of the steel structural frame 3, and is fixed at the bottom of the steel structural frame 3 by bolts and is kept with an opening facing downward. Two rotatable pulleys 502 are fixed in the groove of the mounting channel steel 501, and the number of the pulleys 502 can be further increased. The rotating shaft of the pulley 502 is welded on the channel steel 501 through a bracket, and the top part of the pulley 502 is located in a groove of the channel steel 501, so that the pulley 502 is limited to rotate axially.
When the steel structural frame 3 is installed, the longitudinal direction thereof is perpendicular to the longitudinal direction of the sliding rail 2, and the installation channel 501 is parallel to the sliding rail 2, as shown in fig. 8. The whole steel structural frame 3 is supported on the two sliding rails 2 at the bottom through the pulleys 502 in the two sliding structures 5, and the two sliding rails 2 are required to form a moving guide for the steel structural frame 3. Specifically, in this embodiment, slip track 2 comprises a fixed spacing channel-section steel in H shaped steel or rectangle steel pipe top, and the recess opening of spacing channel-section steel up makes pulley 502 card slide in the recess of channel-section steel, can not break away from the recess of channel-section steel.
In addition, the two ends of the groove of the limiting channel steel can be further fixed with limiting pieces 6 for preventing the pulley 502 from falling off, and the pulley 502 is prevented from rolling out of the limiting channel steel.
For further convenience of control, the pulley 502 may be selected to be an electric control pulley, i.e. the pulley 502 is driven to rotate by an external motor, thereby controlling the frame platform 1 to move along the sliding rail 2.
The above-mentioned embodiments are merely a preferred embodiment of the present invention, but it is not intended to limit the present invention. Various changes and modifications can be made by one of ordinary skill in the pertinent art without departing from the spirit and scope of the present invention. Therefore, all the technical schemes obtained by adopting the mode of equivalent replacement or equivalent transformation fall within the protection scope of the utility model.
Claims (8)
1. An adjustable and movable assembly type construction operation platform is characterized by comprising a frame platform (1) and a sliding track (2); the frame platform (1) comprises a steel structure frame (3), a bottom plate (4) and a sliding structure (5);
the steel structure frame (3) is in a cover-free cuboid form, two parallel vertical faces are formed by splicing equal amounts of frame vertical face units (301), the end parts of the two vertical faces are respectively connected and fixed by one frame side face unit (303) to further enclose a continuous side wall of the steel structure frame (3), and the bottom face of the steel structure frame (3) is formed by splicing a plurality of bottom face supporting units (302) fixed at the bottom of the continuous side wall;
the bottom plate (4) is laid above the bottom surface supporting unit (302) in the enclosed area of the steel structure frame (3);
each sliding structure (5) comprises a mounting channel steel (501) and a pulley (502); the mounting channel steel (501) is fixed at the bottom of the steel structure frame (3), and the opening of the mounting channel steel is downward; at least two rotatable pulleys (502) are fixed in a groove of the mounting channel steel (501);
the bottom of the steel structure frame (3) is supported on the two sliding rails (2) through pulleys (502) in the two sliding structures (5), and the two sliding rails (2) form moving guide for the steel structure frame (3).
2. The adjustable and movable fabricated construction operation platform according to claim 1, wherein the frame elevation unit (301) comprises an elevation steel structure frame (3011), the elevation steel structure frame (3011) is assembled by steel components, one side of the elevation steel structure frame is provided with a male connecting piece (3012), and the other side is provided with a female connecting piece (3013); the two connected frame vertical face units (301) are connected and fixed through a male connecting piece (3012) and a female connecting piece (3013).
3. The adjustable and movable fabricated construction operating platform as claimed in claim 1, wherein in the steel structural frame (3), bolt holes are formed at the connecting positions among the frame elevation unit (301), the bottom surface supporting unit (302) and the frame side surface unit (303), and the bolt holes are connected and fixed with each other through bolts.
4. The adjustable and movable fabricated construction operating platform as claimed in claim 1, wherein the installation channel steel (501) is parallel to the sliding track (2), the sliding track (2) is formed by fixing a limiting channel steel on the top of H-shaped steel or rectangular steel pipe, and the opening of the limiting channel steel faces upwards, so that the pulley (502) is clamped into the groove of the channel steel to slide.
5. The adjustable and movable fabricated construction operating platform according to claim 4, wherein the limiting steel channel is fixed with limiting parts (6) at two ends thereof for preventing the pulley (502) from falling off.
6. An adjustable and movable fabricated construction operation platform according to claim 1, wherein the bottom plate (4) is formed by splicing a plurality of wooden plates or steel plates.
7. The adjustable and movable fabricated construction operation platform according to claim 1, wherein the pulley (502) is a motorized control pulley.
8. An adjustable and movable fabricated construction work platform according to claim 1, characterized in that two of said sliding rails (2) are laid in parallel on an external support structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922129498.2U CN211522917U (en) | 2019-12-02 | 2019-12-02 | Adjustable and movable assembly type construction operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922129498.2U CN211522917U (en) | 2019-12-02 | 2019-12-02 | Adjustable and movable assembly type construction operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211522917U true CN211522917U (en) | 2020-09-18 |
Family
ID=72444493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922129498.2U Active CN211522917U (en) | 2019-12-02 | 2019-12-02 | Adjustable and movable assembly type construction operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211522917U (en) |
-
2019
- 2019-12-02 CN CN201922129498.2U patent/CN211522917U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100746244B1 (en) | Two-way architectural structural system and modular support member | |
| CN111749474B (en) | Construction method of clean workshop | |
| CN102472050A (en) | Slab formwork sytem | |
| CN108625483B (en) | Equipment for jacking construction of assembled additional elevator shaft structure | |
| CN108560895B (en) | Adjustable elevator shaft operation platform and erection method thereof | |
| CN214884370U (en) | Aluminum alloy supporting beam for movable board house | |
| CN211522917U (en) | Adjustable and movable assembly type construction operation platform | |
| CN106586767A (en) | Elevator mounting device assembly capable of being used for shaft-free building and elevator mounting method | |
| JP2016094787A (en) | Mounting structure and mounting method of outer wall panel | |
| CN211776455U (en) | Movable rail encloses fender | |
| CN212201400U (en) | Assembled steel structure external hanging type protective frame | |
| CN109384122B (en) | Template formula concatenation elevator steel construction well | |
| CN211257025U (en) | Steel sheet pile cofferdam with slip casting platform | |
| CN111155770B (en) | Steel roof truss splicing device and steel roof truss splicing construction method | |
| CN114017058A (en) | Construction method of fabricated air duct partition plate for plateau railway tunnel double-lane trackless transportation auxiliary gallery | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN209760969U (en) | Construction enclosure with assembled foundation | |
| CN111877730A (en) | Basement outer wall movable type operation platform | |
| CN110565667A (en) | Steel sheet pile cofferdam with slip casting platform | |
| CN111350204A (en) | Assembled basis | |
| CN111608317A (en) | Installation foundation of overhead embedded GIS equipment | |
| CN111636571A (en) | Quick installation method of combined container house | |
| CN218758596U (en) | Finalized temporary bearing operation platform | |
| CN218060340U (en) | Steel structure support enclosure system in foundation pit | |
| CN215164543U (en) | Fabricated foundation pit crossing channel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |