CN215055167U - Walking type steel platform - Google Patents
Walking type steel platform Download PDFInfo
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- CN215055167U CN215055167U CN202120765181.2U CN202120765181U CN215055167U CN 215055167 U CN215055167 U CN 215055167U CN 202120765181 U CN202120765181 U CN 202120765181U CN 215055167 U CN215055167 U CN 215055167U
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Abstract
The utility model discloses a walking steel platform, including walking steel support and steel operation platform, steel operation platform passes through the hoist cable and connects walking steel support, drives steel operation platform through walking steel support and removes, realizes the removal of whole walking steel platform. The utility model discloses a horizontal migration of walking steel support can realize steel operation platform horizontal migration, satisfy the construction requirement of different positions, the high position of steel operation platform can be adjusted to the hoist cable, satisfy the construction requirement of co-altitude, steel operation platform is convenient for constructor and stands, security and reliability when having improved the construction, the installation requirement of eaves mouth honeycomb panel decoration skeleton and honeycomb panel has been solved, need not carry out the secondary dismouting, use light-duty, novel material, low in cost is less than the scaffold frame, the use cost of car loop wheel machine.
Description
Technical Field
The utility model relates to a walking steel platform.
Background
The existing building is located in a valley, the terrain is complex, meanwhile, the eaves honeycomb plate of the building body extends outwards from the wall surface of the main structure and is more than 3 meters, the eaves honeycomb plate is in a stacked state and cannot adopt a unit type installation mode, the site is not provided with integral assembling and hoisting conditions and is not provided with integral hoisting conditions, meanwhile, the building site is not hardened outside a drainage ditch all around, the terrain fluctuates greatly all around, the real side is close to a hillside, the empty side is provided with a large slope, and a floor type full hall scaffold cannot be built.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a walking steel platform's technical scheme to the not enough and that prior art exists, horizontal migration through walking steel support, can realize steel operation platform horizontal migration, satisfy the construction requirement of different positions, the high position of steel operation platform can be adjusted to the hoist cable, satisfy the construction requirement of co-altitude, steel operation platform is convenient for constructor and stands, security and reliability when having improved the construction, and can satisfy the construction requirement that eaves mouth honeycomb panel is the cascade form, the installation requirement of eaves mouth honeycomb panel decoration skeleton and honeycomb panel has been solved, need not carry out the secondary dismouting, use light-duty, novel material, low in cost, be less than the scaffold, the working costs of car loop wheel machine.
In order to solve the technical problem, the utility model discloses a following technical scheme:
a walking steel platform which is characterized in that: the steel operation platform is connected with the walking steel support through a sling, and is driven to move through the walking steel support, so that the whole walking steel platform can move; through the horizontal migration of walking steel support, can realize steel operation platform horizontal migration, satisfy the construction requirement of different positions, steel operation platform's high position can be adjusted to the hoist cable, satisfies the construction requirement of co-altitude not, and steel operation platform is convenient for constructor and stands, has improved security and reliability when being under construction to can satisfy the construction requirement that eaves mouth honeycomb panel is the cascade form.
Further, the walking steel support includes the main arm roof beam, the secondary beam, upper bracket post and lower bracket post, two main arm roof beam parallel arrangement each other, the secondary beam is located between two main arm roof beams, upper bracket post vertical fixation is on the top surface of main arm roof beam, through secondary beam fixed connection between two upper bracket posts, lower bracket post vertical fixation is on the bottom surface of main arm roof beam, and be parallel to each other between two adjacent lower bracket posts, between two lower bracket posts with one side, all through secondary beam fixed connection between two lower bracket posts of relative one side, through the design of main arm roof beam and secondary beam, can improve whole walking steel support's intensity and stability, the secondary beam can be to the upper bracket post, the lower bracket post carries out the location support, the stability of walking steel support when the removal has been improved, avoid taking place to rock and cause the potential safety hazard.
Furthermore, the top surface both sides of main arm roof beam are provided with first cable suspension device, and the top of upper bracket post is provided with the fixed pulley device, and the first cable suspension device of one side walks around the first cable suspension device that the fixed pulley device connects the opposite side through the cable, through the design of first cable suspension device, cable and fixed pulley device, can further improve the intensity and the stability of main arm roof beam, prevent to take place to buckle when hoist and mount steel operation platform.
Furthermore, stiffening steel plates are arranged between the upper support column and the main arm beam and between the main arm beam and the secondary beam, and the stiffening steel plates can improve the connection strength and stability.
Further, the bottom of lower carriage post is provided with walking truckle, walking truckle includes the mounting panel, the pulley, connecting plate and derailment prevention component, the bottom of lower carriage post is equipped with the bottom plate, the mounting panel passes through bolt fixed connection on the bottom surface of bottom plate, the pulley passes through the below of connecting plate connection at the mounting panel, the derailment prevention component is located on the mounting panel, and be located the both sides of pulley, design through walking truckle, be convenient for the removal of whole walking steel platform, the noise reduction, reducing wear, the connecting plate has improved the stability of being connected between pulley and the mounting panel, the bolt is convenient for the installation between mounting panel and the bottom plate to be dismantled, the change of the walking truckle of being convenient for, the derailment prevention component can guarantee that walking steel platform can not appear the problem of derailing when the walking.
Further, all through linking up post fixed connection between the upper and lower two secondary beam or between the main arm roof beam of top and the secondary beam of below, link up the joint strength and the stability that the post can further improve between two secondary beams or between main arm roof beam and the secondary beam, avoid walking steel support to take place to rock.
Furthermore, the two ends of the main arm beam are respectively provided with a front hanging component and a rear hanging component, the front hanging component and the rear hanging component are connected with the steel operating platform through slings, the stability of the steel operating platform connected with the slings can be improved through the design of the front hanging component and the rear hanging component, and the purposes of safety and high efficiency are achieved in the using process.
Further, steel operation platform includes main girder steel, inferior girder steel, platform bottom plate and guardrail, main girder steel end to end connection forms the rectangle structure, two inferior girder steel mutually perpendicular connect and locate in the rectangle structure, the platform bottom plate is located between main girder steel and the inferior girder steel, the guardrail is located on the top surface of main girder steel, inferior girder steel has improved the stability that main girder steel is connected, the platform bottom plate is convenient for constructor and stands, the guardrail can play the guard action, security and reliability when having improved the construction.
Further, the guardrail includes that the guardrail is responsible for, guardrail secondary pipe and baseboard, and the guardrail is responsible for and connects main girder steel, and the guardrail secondary pipe evenly locates the guardrail and is responsible for and main between the girder steel, and the baseboard is located on the top surface of main girder steel, and the guardrail is responsible for that constructor is convenient for is hand, and the guardrail secondary pipe can improve the guardrail and be responsible for and main joint strength and the stability between the girder steel, and the baseboard can prevent that the less construction equipment of size from dropping, has improved the security of construction.
Furthermore, a second hanging device is arranged on the top surface of the main steel beam, the main steel beam is connected with a sling through the second hanging device, and the second hanging device improves the stability and the reliability of connection between the sling and the main steel beam.
The utility model discloses owing to adopted above-mentioned technical scheme, following beneficial effect has:
horizontal migration through walking steel support, can realize steel operation platform horizontal migration, satisfy the construction requirements of different positions, steel operation platform's high position can be adjusted to the hoist cable, satisfy the construction requirements of co-altitude, steel operation platform is convenient for constructor and stands, security and reliability when having improved the construction, and can satisfy the construction requirements that eaves mouth honeycomb panel is the cascade form, the installation requirement of eaves mouth honeycomb panel decoration skeleton and honeycomb panel has been solved, need not carry out the secondary dismouting, use light-duty, novel material, therefore, the carrier wave prepaid electric energy meter is low in cost, be less than the scaffold, the use cost of car loop wheel machine.
Description of the drawings:
the present invention will be further explained with reference to the accompanying drawings:
fig. 1 is an installation schematic diagram of a walking type steel platform of the present invention;
FIG. 2 is a schematic structural view of a middle walking steel bracket of the present invention;
fig. 3 is a schematic view of the connection between the main beam and the secondary beam of the present invention;
FIG. 4 is a schematic structural view of a middle walking caster of the present invention;
fig. 5 is a schematic structural diagram of the steel operation platform of the present invention.
In the figure: 1-a walking steel support; 2-steel operation platform; 3-a sling; 4-a pull cable; 5-main arm beam; 6-secondary beam; 7-upper bracket column; 8-a walking caster; 9-fixed pulley device; 10-a front hanging member; 11-rear hanging member; 12-a stiffening steel plate; 13-lower support posts; 14-a base plate; 15-mounting a plate; 16-a pulley; 17-a connecting plate; 18-an anti-derailment member; 19-a main steel beam; 20-time steel beam; 21-a guardrail; 22-platform floor; 23-a second hanger; 24-guardrail main tube; 25-guardrail secondary pipe; 26-skirting board; 27-a first hanger; 28-adapter column.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
In order to make the technical solution of the present invention better understood, the technical solution of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
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. Furthermore, the terms "comprising" and "having," as well as any variations thereof, are intended to cover non-exclusive inclusions.
As shown in fig. 1 to 5, the walking steel platform of the present invention comprises a walking steel support 1 and a steel operation platform 2, wherein the steel operation platform 2 is connected to the walking steel support 1 through a sling 3, and the walking steel support 1 drives the steel operation platform 2 to move, so as to realize the movement of the whole walking steel platform; horizontal migration through walking steel support 1, can realize 2 horizontal migration of steel operation platform, satisfy the construction requirement of different positions, 2 high positions of steel operation platform can be adjusted to hoist cable 3, satisfy the construction requirement of co-altitude, steel operation platform 2 is convenient for constructor and stands, security and reliability when having improved the construction, the installation requirement of eaves mouth honeycomb panel decoration skeleton and honeycomb panel has been solved, need not carry out the secondary dismouting, use light-duty, novel material, therefore, the carrier wave prepaid electric energy meter is low in cost, be less than the scaffold, the working costs of car loop wheel machine.
The walking steel bracket 1 comprises main arm beams 5, secondary beams 6, upper bracket columns 7 and lower bracket columns 13, wherein the two main arm beams 5 are arranged in parallel, the secondary beams 6 are arranged between the two main arm beams 5, the upper bracket columns 7 are vertically fixed on the top surfaces of the main arm beams 5, the two upper bracket columns 7 are fixedly connected through the secondary beams 6, the lower bracket columns 13 are vertically fixed on the bottom surfaces of the main arm beams 5, and two adjacent lower support columns 13 are parallel to each other, two lower support columns 13 on the same side and two lower support columns 13 on the opposite side are fixedly connected through the secondary beam 6, through the design of the main arm beam 5 and the secondary beam 6, can improve the intensity and the stability of whole walking steel support 1, secondary beam 6 can carry out the location to upper bracket post 7, lower bracket post 13 and support, has improved the stability of walking steel support 1 when removing, avoids taking place to rock and causes the potential safety hazard.
The top surface both sides of main jib roof beam 5 are provided with first cable suspension device 27, the top of upper bracket post 7 is provided with fixed pulley 16 device 9, the first cable suspension device 27 of one side is walked around the first cable suspension device 27 of fixed pulley 16 device 9 connection opposite side through cable 4, through first cable suspension device 27, cable 4 and the design of fixed pulley 16 device 9, can further improve the intensity and the stability of main jib roof beam 5, prevent to take place to buckle when hoist and mount steel operation platform 2. The stay cable and the sling cable are both made of steel wire ropes with the diameter of 15mm, the total breaking tension of the single steel wire rope is 142.6KN, and the bearing capacity is 23.77 KN.
And stiffening steel plates 12 are arranged between the upper bracket column 7 and the main arm beam 5 and between the main arm beam 5 and the secondary beam 6, and the stiffening steel plates 12 can improve the connection strength and stability.
All through linking up post 28 fixed connection between the upper and lower two secondary beam 6 or between the main arm roof beam 5 of top and the secondary roof beam 6 of below, link up post 28 and can further improve joint strength and stability between two secondary roof beams 6 or between main arm roof beam 5 and the secondary roof beam 6, avoid walking steel support 1 to take place to rock.
The two ends of the main arm beam 5 are respectively provided with a front hanging component 10 and a rear hanging component 11, the front hanging component 10 and the rear hanging component 11 are connected with the steel operating platform 2 through slings 3, the stability of the connection between the steel operating platform 2 and the slings 3 can be improved through the design of the front hanging component 10 and the rear hanging component 11, and the purposes of safety and high efficiency are achieved in the using process.
Steel operation platform 2 includes main girder steel 19, inferior girder steel 20, platform bottom plate 22 and guardrail 21, 19 end to end connections of main girder steel form the rectangle structure, two inferior girder steel 20 mutually perpendicular connect and locate in the rectangle structure, platform bottom plate 22 locates between main girder steel 19 and the inferior girder steel 20, guardrail 21 is located on the top surface of main girder steel 19, inferior girder steel 20 has improved the stability that main girder steel 19 connects, platform bottom plate 22 is convenient for constructor to stand, guardrail 21 can play the guard action, the security and the reliability during construction have been improved.
The guardrail 21 includes that the guardrail is responsible for 24, guardrail secondary pipe 25 and baseboard 26, the guardrail is responsible for 24 and connects main girder steel 19, guardrail secondary pipe 25 evenly locates the guardrail and is responsible for between 24 and the main girder steel 19, baseboard 26 locates on the top surface of main girder steel 19, the guardrail is responsible for 24 and is convenient for constructor and hold by hand, guardrail secondary pipe 25 can improve the guardrail and be responsible for joint strength and the stability between 24 and the main girder steel 19, baseboard 26 can prevent that the less construction equipment of size from dropping, the security of construction has been improved. The guardrail that is close to the main girder steel top in the outside is responsible for the level and is set up, and the guardrail that is located the main girder steel top of both sides is responsible for and is the stairstepping setting, does not set up the guardrail and is responsible for near inboard main girder steel top, and this structure is convenient for constructor to advance steel operation platform, has improved security and reliability during the construction simultaneously.
The top surface of the main steel beam 19 is provided with a second hanging device 23, the main steel beam 19 is connected with the sling 3 through the second hanging device 23, and the second hanging device 23 improves the stability and the reliability of connection between the sling 3 and the main steel beam 19.
The utility model discloses when in-service use, install walking steel bracket earlier to connect on the eaves mouth steel construction, hoist steel operation platform to the high position of settlement again, be connected steel operation platform and walking steel bracket through the hoist cable, guarantee steel operation platform level, through removing walking steel bracket, realize that steel operation platform follows the removal, satisfy the installation requirement that eaves mouth honeycomb panel decorated skeleton and honeycomb panel, need not carry out the secondary dismouting.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple changes, equivalent substitutions or modifications made on the basis of the present invention to achieve substantially the same technical effects are all covered by the scope of the present invention.
Claims (10)
1. A walking steel platform which is characterized in that: the steel operation platform is connected with the walking steel support through a sling, and the walking steel support drives the steel operation platform to move, so that the whole walking steel platform can move.
2. A walking steel platform according to claim 1, characterized in that: the walking steel support comprises main arm beams, secondary beams, upper support columns and lower support columns, wherein the two main arm beams are arranged in parallel, the secondary beams are arranged between the two main arm beams, the upper support columns are vertically fixed on the top surfaces of the main arm beams, the two upper support columns are fixedly connected through the secondary beams, the lower support columns are vertically fixed on the bottom surfaces of the main arm beams, the two adjacent lower support columns are parallel to each other, and the two lower support columns on the same side and the two lower support columns on the opposite side are fixedly connected through the secondary beams.
3. A walking steel platform according to claim 2, characterized in that: the top surface both sides of main arm roof beam are provided with first cable suspension device, the top of upper bracket post is provided with the fixed pulley device, one side first cable suspension device walks around through the cable fixed pulley device connects the opposite side first cable suspension device.
4. A walking steel platform according to claim 2, characterized in that: and stiffening steel plates are arranged between the upper bracket column and the main arm beam and between the main arm beam and the secondary beam.
5. A walking steel platform according to claim 2, characterized in that: the bottom of lower carriage post is provided with the walking truckle, the walking truckle includes mounting panel, pulley, connecting plate and derailment prevention component, the bottom of lower carriage post is equipped with the bottom plate, the mounting panel passes through bolt fixed connection in on the bottom surface of bottom plate, the pulley passes through the connecting plate is connected the below of mounting panel, the derailment prevention component is located on the mounting panel, and be located the both sides of pulley.
6. A walking steel platform according to claim 2, characterized in that: the upper secondary beam and the lower secondary beam are fixedly connected through a connecting column, or the upper main arm beam and the lower secondary beam are fixedly connected through a connecting column.
7. A walking steel platform according to claim 2, characterized in that: and a front hanging component and a rear hanging component are respectively arranged at two ends of the main arm beam, and the front hanging component and the rear hanging component are connected with the steel operating platform through the slings.
8. A walking steel platform according to claim 1, characterized in that: the steel operation platform comprises a main steel beam, secondary steel beams, a platform bottom plate and guardrails, wherein the main steel beam is connected end to form a rectangular structure, the secondary steel beams are mutually and vertically connected and arranged in the rectangular structure, the platform bottom plate is arranged between the main steel beam and the secondary steel beams, and the guardrails are arranged on the top surfaces of the main steel beams.
9. A walking steel platform according to claim 8, characterized in that: the guardrail includes that the guardrail is responsible for, guardrail secondary pipe and baseboard, the guardrail is responsible for and is connected main girder steel, the guardrail secondary pipe is evenly located the guardrail is responsible for with between the main girder steel, the baseboard is located on the top surface of main girder steel.
10. A walking steel platform according to claim 8, characterized in that: and a second hanging device is arranged on the top surface of the main steel beam, and the main steel beam is connected with the sling through the second hanging device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120765181.2U CN215055167U (en) | 2021-04-14 | 2021-04-14 | Walking type steel platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120765181.2U CN215055167U (en) | 2021-04-14 | 2021-04-14 | Walking type steel platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215055167U true CN215055167U (en) | 2021-12-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120765181.2U Active CN215055167U (en) | 2021-04-14 | 2021-04-14 | Walking type steel platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215055167U (en) |
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2021
- 2021-04-14 CN CN202120765181.2U patent/CN215055167U/en active Active
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