CN216974109U - Suspension bridge type double-outward-exploration operating platform - Google Patents
Suspension bridge type double-outward-exploration operating platform Download PDFInfo
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- CN216974109U CN216974109U CN202220551607.9U CN202220551607U CN216974109U CN 216974109 U CN216974109 U CN 216974109U CN 202220551607 U CN202220551607 U CN 202220551607U CN 216974109 U CN216974109 U CN 216974109U
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- 239000000725 suspension Substances 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 claims abstract description 35
- 238000001514 detection method Methods 0.000 claims abstract description 15
- 230000000875 corresponding Effects 0.000 claims abstract description 3
- 238000004140 cleaning Methods 0.000 abstract description 3
- 238000005034 decoration Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 239000000789 fastener Substances 0.000 description 6
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000002965 rope Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a suspension bridge type double-outward-exploration operating platform, which comprises: the base supports are at least fixedly provided with two groups of outer detection truss platforms, pedals are installed between the adjacent outer detection truss platforms, and the two ends of each outer detection truss platform are located on the outer sides of the corresponding base supports to form a double outer detection operation platform. The utility model has at least one of the following advantages and positive effects: the suspension bridge type double-cantilever operation platform breaks through the limitation of the traditional scaffold construction, solves the problems that the existing construction ground condition is complex, the equipment ornaments in the upper space have more gaps and are small, and the required construction position of the upper space is far, can reach the upper space of the construction ground for decoration, cleaning and maintenance construction, can meet the requirement of construction on the top of an area, reduces construction damage, and is low in construction cost and strong in practicability.
Description
Technical Field
The utility model relates to the technical field of construction platforms, in particular to a suspension bridge type double-cantilever operation platform.
Background
At present, building construction such as office building, railway station, commercial complex, maintenance or clear operation environment, the demand that regional top space need be maintained often appears, but because the building ground condition is complicated and the required construction position in top space is far away, can't use finished product frame construction and traditional hanging flower basket construction, adopt traditional scaffold to build and receive serious restriction, can't satisfy the demand to regional top construction and maintenance.
SUMMERY OF THE UTILITY MODEL
It is a primary object of the present invention to overcome at least one of the disadvantages of the prior art and to provide a drawbridge type dual cantilever operation platform. The suspension bridge type double-cantilever operation platform has the characteristics of flexible assembly, convenient movement, easy assembly and disassembly, and safe and reliable construction.
In order to realize the technical scheme, the utility model adopts the following technical scheme:
according to an aspect of the present invention, there is provided a drawbridge type dual cantilever operation platform, comprising: the base supports are at least fixedly provided with two groups of outer detection truss platforms, pedals are installed between the adjacent outer detection truss platforms, and the two ends of each outer detection truss platform are located on the outer sides of the corresponding base supports to form a double outer detection operating platform.
According to an embodiment of the utility model, the outrigger platform is secured to the base support by quick-turn fasteners.
According to an embodiment of the present invention, the base support comprises a support member, a support beam, and the support beam is fixedly mounted on the support member;
the supporting assembly comprises a plurality of upright post units, and adjacent upright post units are connected through a supporting cross beam; the stand unit includes two sets of stands to and set up a plurality of stand crossbeam between two sets of stands.
According to an embodiment of the present invention, the base support further comprises casters disposed at the bottom of the support assembly.
According to one embodiment of the utility model, a base support deck is provided between adjacent column units. The two ends of the base supporting pedal are fixedly connected with the upright post cross beam of the upright post unit through the hook body.
According to an embodiment of the utility model, a diagonal brace is further connected between adjacent column units, one end of the diagonal brace is connected to one column unit, and the other end of the diagonal brace is fixed on the adjacent column unit.
According to an embodiment of the present invention, the inclined struts are arranged in at least two groups and are arranged in an X shape.
According to an embodiment of the utility model, the support beam is arranged perpendicular to the outrigger truss platform.
According to one embodiment of the utility model, the support beam comprises four groups of beam bodies, and the four groups of beam bodies are sequentially connected end to end along the length direction through connecting pieces to form the combined splicing frame.
According to an embodiment of the utility model, the outer truss platform is provided with a guardrail.
According to an embodiment of the utility model, the cantilever truss platform is provided with at least two groups of suspension bridge upright trusses, and adjacent suspension bridge upright trusses are connected through suspension bridge suspenders.
According to one embodiment of the utility model, the top end of the crane bridge upright truss is fixedly connected with the external truss platform through the crane bridge suspender.
According to one embodiment of the utility model, the top end of the suspension bridge upright truss is connected with the outer edge part of the outer truss platform through a sling.
According to an embodiment of the present invention, the outrigger truss platform is fixedly connected to the base support by stiffening beams.
According to one embodiment of the utility model, the pedal is provided with hooks on both sides, and the pedal is fixed between adjacent outrigger truss platforms through the hooks. The structure that sets up the footboard between the truss platform of spying outward and base support footboard is the same, and the installation is dismantled conveniently.
According to one embodiment of the utility model, a suspended support beam is arranged on the lower side of the outer truss platform, and the upper end of the suspended support beam is fixedly connected with the outer truss platform, so that the stability of the outer truss platform is improved. Wherein the suspended support beam has the same structure as the support beam in the base support. Furthermore, the suspended support beam is connected with the outer truss platform through a quick rotating fastener.
According to one embodiment of the utility model, the base support is provided with a counterweight device, and the counterweight device is used for adjusting the gravity center of the operating platform, preventing the operating platform from inclining and improving the safety performance of the product.
According to an embodiment of the utility model, the system further comprises a suspended support beam sling, one end of the suspended support beam sling is fixed with a building above the construction area, and the other end of the suspended support beam sling is connected with the extension part of the suspended support beam. Two sets of suspension support beam suspension cables are arranged, and the stability of the operating platform is effectively improved.
According to the technical scheme, the utility model has at least one of the following advantages and positive effects:
the suspension bridge type double-cantilever operation platform has the characteristics of flexible assembly, convenient movement, easy assembly and disassembly, and safe and reliable construction.
The hanging bridge type double-outward-exploring operation platform breaks through the limitation of building of the traditional scaffold, solves the problems that the existing building ground is complex in condition, the equipment ornaments in the upper space have more small gaps and the construction position required by the upper space is far, can reach the upper space of the building ground for decoration, cleaning and maintenance construction, can meet the requirement of construction on the top of an area, reduces construction damage, and is low in construction cost and strong in practicability.
Drawings
In order to more clearly illustrate the embodiments or prior art solutions of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a first embodiment of a drawbridge type double-cantilever operation platform according to the present invention;
FIG. 2 is a side view of the drawbridge double cantilever operation platform of FIG. 1;
FIG. 3 is a schematic structural view of the column unit of FIG. 1;
FIG. 4 is a side view of the support beam of FIG. 2;
FIG. 5 is a schematic view of the pedal of FIG. 2;
FIG. 6 is a schematic structural diagram of a second embodiment of the drawbridge-type dual-cantilever operation platform according to the present invention;
FIG. 7 is a schematic structural view of a truss of the suspension bridge column of FIG. 6;
FIG. 8 is a schematic structural diagram of a third embodiment of a drawbridge-type dual-cantilever operation platform according to the present invention;
fig. 9 is a side view of the drawbridge double cantilever work platform of fig. 8, wherein the drawbridge upright trusses are not shown in the side view.
The reference numerals are explained below:
1-a base support,
11-a support component,
111-upright post,
112-upright post and cross beam,
113-reinforcing beam,
12-a support beam,
13-base support step,
14-inclined support,
15-caster wheels,
2-an external truss platform,
21-a suspended supporting beam,
3-a pedal,
31-hook body,
4-guardrails,
5-counterweight equipment,
6-suspension bridge upright column truss,
61-a suspension bridge suspender,
62-sling wire,
7-suspended support beam sling.
Detailed Description
In the description of the present invention, "a plurality" means two or more unless otherwise specified. The terms "inner," "upper," "lower," and the like, refer to an orientation or a state relationship based on that shown in the drawings, which is for convenience in describing and simplifying the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the utility model.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted" and "connected" are to be interpreted broadly, e.g., as being either fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. To those of ordinary skill in the art, the specific meanings of the above terms in the present invention are understood according to specific situations.
It should be noted that the terms "first," "second," and the like in the description and claims of the present invention and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged as appropriate in order to facilitate the embodiments of the utility model described herein.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Example one
As shown in fig. 1 to 5, the drawbridge type double-cantilever operation platform comprises three base supports 1, wherein two groups of cantilever truss platforms 2 are fixed on the base supports 1, pedals 3 are installed between the adjacent cantilever truss platforms 2, and two ends of each cantilever truss platform 2 are located on the outer sides of the base supports 1 to form the double-cantilever operation platform. The outer truss platform 2 is fixed on the base support 1 through a quick rotary fastener.
The base support 1 comprises a support component 11 and a support beam 12, wherein the support beam 12 is fixedly arranged on the support component 11. The supporting component 11 comprises three upright column units, and adjacent upright column units are connected through a supporting cross beam 12; the column unit includes two sets of columns 111, and a column cross member 112 disposed between the two sets of columns 111. A base supporting pedal 13 is arranged between the adjacent upright units, and two ends of the base supporting pedal 13 are fixedly connected with upright cross beams 112 of the upright units through hooks. And an inclined support 14 is connected between the adjacent upright units, one end of the inclined support 14 is connected to one upright unit, and the other end of the inclined support is fixed on the adjacent upright unit. Further, one end of the inclined strut 14 is connected to the column cross beam 112 of one column unit, and the other end is fixedly connected to the column cross beam 112 of the adjacent column unit. The inclined support 14 is arranged in an X shape, and the stability of the operating platform is improved. In this embodiment, the base supports 1 are set to three groups, two of the three groups are disposed at positions on the lower side of the outer truss platform 2 close to the left side, and the remaining one group is disposed at a position in the middle of the lower side of the outer truss platform 2. Of course, the number and location of the base supports 1 on the underside of the outrigger platform 2 may be determined according to the actual construction environment.
The base support 1 of the present invention further comprises casters 15 disposed at the bottom of the support assembly 11. The caster 15 adopts a caster with a self-braking function. When the caster 15 is in a stationary state, the operation platform can be positioned.
The supporting beams 12 are arranged perpendicular to the outer truss platform 2. As shown in fig. 4, which is a side view of the support beam, the support beam 12 includes four groups of beams, and the four groups of beams are sequentially connected end to end along the length direction by connectors to form a combined splicing frame. The beam body respectively with the connecting piece welding of its both ends as an organic whole, connecting piece, beam body all can adopt the aluminum alloy body, the light rigidity of quality is strong, can reduce operation platform's weight under the condition that satisfies the use.
The guardrail 4 is arranged on the outer truss platform 2, and as shown in fig. 1 and 2, the guardrail 4 can provide safety protection for operators, so that safety is provided. The cantilever truss platform 2 is fixedly connected with the base support 1 through a stiffening beam 113. As shown in fig. 1, a reinforcing beam 113 is provided on each side of the base support 1. Of course, the reinforcing beam 113 may be an aluminum alloy tube, and a quick-turn fastener is used for connection during specific operations. The quick-rotating fastener is a commonly-used pipe body connecting piece in the prior art, and is wide in application range. In the utility model, hook bodies 31 are arranged on both sides of the pedal 3, and the pedal 3 is fixed between the adjacent outwards-extending truss platforms 2 through the hook bodies 31. The pedals 3 arranged between the outer truss platforms 2 are the same as the base supporting pedals 13 in structure, and are convenient to install and disassemble. As shown in fig. 2, in the present embodiment, since the length of step 3 is the same as that of base support step 13, the interchangeability is high, and the operator does not need to separately install the step during the specific installation.
According to the utility model, the lower side of the outer-detection truss platform 2 is provided with the suspended support beam 21, and the upper end of the suspended support beam 21 is fixedly connected with the outer-detection truss platform 2, so that the stability of the outer-detection truss platform 2 is improved. Wherein the suspended support beam 21 is of the same construction as the support beam 12 in the base support 1. As shown in fig. 1, the suspended support beams 21 are located in two sets on the right side of the lower side of the external truss platform 2 in this embodiment, the two sets of suspended support beams 21 are only fixedly connected to the external truss platform 2, and there is no connection point on the lower side, so as to weaken the amplitude generated when the external truss platform 2 moves or when an operator moves on the external truss platform 2, and improve the rigidity of the product.
The base support 1 is provided with the counterweight device 5, as shown in fig. 1, the counterweight device 5 is used for adjusting the gravity center of the operating platform, so that the operating platform is prevented from inclining, and the safety performance of the product is improved. The number of the weight devices 5 is configured according to actual conditions. According to the utility model, the counterweight equipment 5 is placed on the two base supports 1 on the left side, the placing position is far away from the right end of the outer truss platform 2, and the stability of the structure of the operating platform is ensured by utilizing the lever principle.
Example two
As shown in fig. 6 and 7, the present invention provides a second embodiment, which is different from the first embodiment in that the cantilever truss platform 2 is provided with suspension bridge upright trusses 6, the suspension bridge upright trusses 6 are provided in two groups, and adjacent suspension bridge upright trusses 6 are connected by suspension bridge suspenders 61. The suspension bridge hanger rod 61 has a rigid structure, such as an aluminum alloy pipe body connection. Further, the suspension bridge upright truss 6 is fixed on the outward-exploring truss platform 2 through a quick-rotating fastener, so that the suspension bridge hanger rod 61, the suspension cable 62 and the outward-exploring truss platform 2 form an outward-exploring structure.
Wherein, the top both sides of suspension bridge stand truss 6 are respectively through suspension bridge jib 61 and outrigger truss platform 2 fixed connection, the quantity of suspension bridge jib 61 is not injectd to it is suitable to satisfy operation platform's needs. The top end of the drawbridge upright truss 6 is connected with the outer edge part of the outer truss platform 2 through a sling 62, in fig. 6, one end of the sling 62 is connected to the drawbridge upright truss 6 close to the right side, and the other end is connected to the right end part of the outer truss platform 2, so that the rigidity of the operation platform is improved, and the amplitude generated when the outer truss platform 2 moves or when an operator moves on the outer truss platform 2 is reduced.
In addition, the suspension bridge upright truss 6 can adopt a structure with the supporting beam 12, so that the suspension bridge upright truss can be placed neatly when being transported or stored, the transportation space and the storage space are saved, and the operation cost is reduced.
EXAMPLE III
As shown in fig. 8 and 9, the present invention provides a third embodiment, which is different from the second embodiment in that the third embodiment further includes a suspended support beam sling 7, one end of the suspended support beam sling 7 is fixed to a building above a construction area, and the other end is connected to an extending portion of a suspended support beam 21. Two groups of suspension ropes 7 of the suspended support beams are arranged, so that the stability of the operating platform is effectively improved. As shown in fig. 9, one of the suspension support beam slings 7 is connected to the left side of the suspension support beam 21, and the other suspension support beam sling 7 is connected to the right side of the suspension support beam 21, so as to reduce the amplitude of vibration generated when an operator moves on the cantilever truss platform 2 and improve the safety of the operation platform.
In conclusion, the suspension bridge type double-cantilever operation platform has the characteristics of flexible assembly, convenience in movement, easiness in mounting and dismounting, and safety and reliability in construction. The suspension bridge type double-cantilever operation platform breaks through the limitation of the traditional scaffold construction, solves the problems that the existing construction ground condition is complex, the equipment ornaments in the upper space have more gaps and are small, and the required construction position of the upper space is far, can reach the upper space of the construction ground for decoration, cleaning and maintenance construction, can meet the requirement of construction on the top of an area, reduces construction damage, and is low in construction cost and strong in practicability.
It is to be understood that the utility model is not limited in its application to the details of construction and the arrangement of components set forth herein. The utility model is capable of other embodiments and of being practiced and carried out in various ways. The foregoing variations and modifications fall within the scope of the present invention. It will be understood that the utility model disclosed and defined herein extends to all alternative combinations of two or more of the individual features mentioned or evident from the text and/or drawings. The embodiments described herein explain the best modes known for practicing the utility model and will enable others skilled in the art to utilize the utility model.
Claims (10)
1. Two extroversion operation platform of suspension bridge formula, its characterized in that includes: the base supports are at least fixedly provided with two groups of outer detection truss platforms, pedals are installed between the adjacent outer detection truss platforms, and the two ends of each outer detection truss platform are located on the outer sides of the corresponding base supports to form a double outer detection operating platform.
2. The drawbridge dual cantilever operation platform of claim 1, wherein the base support comprises a support assembly, a support beam, the support beam fixedly mounted to the support assembly;
the supporting assembly comprises a plurality of upright post units, and adjacent upright post units are connected through a supporting cross beam; the stand unit includes two sets of stands to and set up a plurality of stand crossbeam between two sets of stands.
3. The drawbridge dual cantilever operation platform of claim 2, wherein the base support further comprises casters disposed at the bottom of the support assembly.
4. The drawbridge type double-cantilever operation platform according to claim 2, wherein a base support step is arranged between adjacent upright units, and two ends of the base support step are fixedly connected with upright beams of the upright units through hooks.
5. The drawbridge type double cantilever operation platform of claim 1, wherein the cantilever truss platform is provided with a guardrail.
6. The drawbridge type double cantilever operation platform of claim 1, wherein a drawbridge upright truss is provided on the cantilever truss platform.
7. The drawbridge double cantilever operation platform of claim 6, wherein the drawbridge upright trusses are arranged in at least two groups, and adjacent drawbridge upright trusses are connected by drawbridge hanger rods.
8. The drawbridge double cantilever operation platform according to any one of claims 1 to 7, wherein the base support is provided with a counterweight device.
9. The hanging bridge type double-cantilever operation platform according to any one of claims 1 to 7, wherein a suspended support beam is arranged on the lower side of the cantilever truss platform, and the upper end of the suspended support beam is fixedly connected with the cantilever truss platform.
10. The drawbridge double cantilever operation platform of claim 9, further comprising a suspended support beam sling, one end of the suspended support beam sling being fixed to the building above the construction area, and the other end being connected to the outer extension of the suspended support beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220551607.9U CN216974109U (en) | 2022-03-14 | 2022-03-14 | Suspension bridge type double-outward-exploration operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220551607.9U CN216974109U (en) | 2022-03-14 | 2022-03-14 | Suspension bridge type double-outward-exploration operating platform |
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| Publication Number | Publication Date |
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| CN216974109U true CN216974109U (en) | 2022-07-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220551607.9U Active CN216974109U (en) | 2022-03-14 | 2022-03-14 | Suspension bridge type double-outward-exploration operating platform |
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| Country | Link |
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| CN (1) | CN216974109U (en) |
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- 2022-03-14 CN CN202220551607.9U patent/CN216974109U/en active Active
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