CN220889393U - Assembled working platform - Google Patents
Assembled working platform Download PDFInfo
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- CN220889393U CN220889393U CN202322674672.8U CN202322674672U CN220889393U CN 220889393 U CN220889393 U CN 220889393U CN 202322674672 U CN202322674672 U CN 202322674672U CN 220889393 U CN220889393 U CN 220889393U
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- steel
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- template
- pull rod
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 130
- 239000010959 steel Substances 0.000 claims abstract description 130
- 238000003466 welding Methods 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 21
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000003908 quality control method Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The application relates to the field of building construction and discloses an assembled working platform. The application discloses an assembled working platform, which comprises a steel template, wherein a plurality of groups of wire passing pull rods are inserted into the steel template, angle steel is fixedly arranged at the outer side end of the steel template through the wire passing pull rods, double-spliced channel steel is fixedly connected at the outer side end of the angle steel through the steel template, a platform support is fixedly connected at the outer side end of the double-spliced channel steel through the wire passing pull rods, a welding block is fixedly arranged on the surface of the rear end of the wire passing pull rods, steel bars are welded in the welding block, and steel bars are fixedly connected at the inner side end of the steel template through the wire passing pull rods. The device has simple structure, the assembled operation platform is arranged outside the template to integrally assemble and replace the outer scaffold to be protected and erected, the applicability is stronger, the safety is higher, and the economy is also better. The operation platform and the template are installed together and can be removed together, so that the safety of personnel operation is effectively ensured, and the construction efficiency is improved.
Description
Technical Field
The application belongs to the technical field of building construction, and particularly relates to an assembled working platform.
Background
With the development of society, the development of technology, the change of population structure and the development concept of building technology are continuously updated. According to the development direction of the national construction industry, the fabricated construction technology becomes the construction technology which is widely popularized in China at present due to the advantages of fewer working procedures, labor saving, high engineering construction efficiency and the like of fabricated construction. The existing retaining wall suitable for side slope protection mostly adopts a cast-in-situ structure, and the mutual combination of the retaining wall and soil body is not reliable enough, so that certain potential safety hazards exist.
As disclosed in the patent with publication number CN109881585A, an assembled working platform for high pier construction is disclosed, pre-embedded steel plates are fixed at the upper and lower positions of the side surface of the pier column, lock catches are arranged on the pre-embedded steel plates at the upper and lower positions, two lock catches jointly fix a vertical rod, and the upper part of the vertical rod is fixed on the pier column through a climbing cone; an upper lug plate and a lower lug plate are respectively fixed at the upper part and the lower part of the vertical rod; a horizontal bearing rod with a transverse chute is arranged, and one end of the horizontal bearing rod is movably connected with the upper lug plate; one end of the sliding diagonal brace is movably connected with the lower lug plate, the other end of the sliding diagonal brace is arranged in the sliding groove, and the sliding diagonal brace can move along the sliding groove and is fixed to the sliding groove; a foot pedal is arranged on the horizontal bearing rod. The invention has simple structure, light weight of a single structural body and safe and reliable high-altitude operation; the sliding locking temporary anchoring device is utilized for integral dismantling in the dismantling process, so that the method is convenient and reliable.
However, when the assembly type working platform is used, the assembly type working platform needs to be frequently assembled and disassembled, and cannot be assembled and disassembled together with the steel templates in advance, so that the working efficiency is low.
Disclosure of utility model
The application aims at: in order to solve the problem that the assembly type working platform is low in working efficiency due to the fact that the assembly type working platform is required to be frequently assembled and disassembled when in use and cannot be assembled and disassembled along with the steel template in advance, the assembly type working platform is provided.
The technical scheme adopted by the application is as follows: the assembled working platform comprises a steel template, a plurality of groups of wire passing pull rods are inserted into the steel template, angle steel is fixedly installed at the outer side end of the steel template through the wire passing pull rods, double-spliced channel steel is fixedly connected with the outer side end of the angle steel through the steel template, a platform support is fixedly connected with the outer side end of the double-spliced channel steel through the wire passing pull rods, welding blocks are fixedly installed at the rear end surfaces of the wire passing pull rods, steel bars are welded inside the welding blocks, and steel bars are fixedly connected with the inner side end of the steel template through the wire passing pull rods.
By adopting the technical scheme, when the integral panel reinforced retaining wall is constructed, the form panel adopts the unilateral supporting template and is integrally poured. In order to ensure construction safety and quality control, the outer side template adopts a custom steel template. The steel template has a size of 2.4 m high, a length of 1.8 m and a thickness of 5mm. The angle steel is installed to the outside end of steel form, and the outside end of steel form is through installing two spell groove steel as the back of the body rib, can improve the stability of device, simple structure practices thrift construction cost. The steel template reinforcement adopts a through wire pull rod with the diameter of 20mm as a counter pull rod, and the distance between the pull rods is 0.6 x 0.6m. And fixedly mounting the steel template, the angle steel and the double-spliced groove steel together. The front end of the harness cord pull rod is fixedly provided with a platform bracket, and the bottom bracket of the assembly type operation platform can be formed by the left and right groups of platform brackets. The longitudinal distance between the brackets is 1.2 meters, and the vertical distance is 2.4 meters. The welding block arranged at the rear end of the harness cord pull rod can be used for conveniently welding the steel bars, and the steel bars are pre-buried in the structural layer. The steel template can be fixed on the surface of the structural layer through the through wire pull rod and the steel bar by the operation platform at the front end of the through wire pull rod, so as to play a role in protection.
In a preferred embodiment, a first nut is screwed on the surface of the through wire pull rod and close to the front side end of the double-spliced channel steel.
Through adopting above-mentioned technical scheme, first nut can be together fixed the channel-section steel of double-spliced with the angle steel, and easy to assemble dismantles, improves device stability.
In a preferred embodiment, a second nut is screwed on the surface of the harness cord pull rod and near the front end of the platform bracket.
Through adopting above-mentioned technical scheme, the second nut can be fixed in the surface of two piece together the channel-section steel with the platform support, easy to assemble, and simple structure can improve the efficiency of construction.
In a preferred embodiment, a mounting block is fixedly arranged at the bottom end of the platform support, and an auxiliary supporting rod is welded inside the mounting block.
Through adopting above-mentioned technical scheme, the installation piece is used for providing auxiliary stay pole welded mounting's position, and auxiliary stay pole is used for playing auxiliary stay's effect to the both ends of platform support, forms triangular structure, improves stability.
In a preferred embodiment, the top end of the platform bracket is provided with a mounting hole, and the top end of the platform bracket is fixedly provided with an anti-skid steel plate.
Through adopting above-mentioned technical scheme, antiskid steel sheet structure as an organic whole can be fixed in platform support top through the mounting hole installation of both ends platform support surface, makes things convenient for constructor to use the platform to work.
In a preferred embodiment, the surface of the anti-slip steel plate and one end far away from the steel template are fixedly provided with guard bars, and the side ends of the guard bars are in threaded connection with adjusting screws.
Through adopting above-mentioned technical scheme, guardrail can provide the space of guardrail installation, and to guardrail attack support.
In a preferred embodiment, the top end of the guardrail bar is fixedly connected with the guardrail by an adjusting screw.
Through adopting above-mentioned technical scheme, can remove adjusting screw through rotating adjusting screw and to the fixed of guardrail, let the guardrail slide about the inside of guardrail bar, can adjust the height of guardrail, protect staff's rear end, ensure constructor's safety.
In a preferred embodiment, the surface of the steel bar is fixedly connected with a structural layer.
Through adopting above-mentioned technical scheme, the inside pre-buried many structural layers that have of reinforcing bar makes things convenient for follow-up fixed mounting soil retaining structure.
In summary, due to the adoption of the technical scheme, the beneficial effects of the application are as follows:
In the application, when the integral panel reinforced retaining wall is constructed, the form panel adopts a single-side supporting template for integral pouring. In order to ensure construction safety and quality control, the outer side template adopts a custom steel template. The steel template has a size of 2.4 m high, a length of 1.8 m and a thickness of 5mm. The angle steel is installed to the outside end of steel form, and the outside end of steel form is through installing two spell groove steel as the back of the body rib, can improve the stability of device, simple structure practices thrift construction cost. The steel template reinforcement adopts a through wire pull rod with the diameter of 20mm as a counter pull rod, and the distance between the pull rods is 0.6 x 0.6m. And fixedly mounting the steel template, the angle steel and the double-spliced groove steel together. The front end of the harness cord pull rod is fixedly provided with a platform bracket, and the bottom bracket of the assembly type operation platform can be formed by the left and right groups of platform brackets. The longitudinal distance between the brackets is 1.2 meters, and the vertical distance is 2.4 meters. The welding block arranged at the rear end of the harness cord pull rod can be used for conveniently welding the steel bars, and the steel bars are pre-buried in the structural layer. The steel template can be fixed on the surface of the structural layer through the through wire pull rod and the steel bar by the operation platform at the front end of the through wire pull rod, so as to play a role in protection. The installation piece is used for providing auxiliary stay pole welded mounting's position, and auxiliary stay pole is used for playing auxiliary stay's effect to the both ends of platform support, forms triangular structure, improves stability. The anti-skid steel plate is of an integrated structure, and can be installed and fixed above the platform support through the mounting holes on the surfaces of the platform supports at two ends, so that constructors can conveniently use the platform to work. Can remove adjusting screw through rotating adjusting screw and to the fixed of guardrail, let the guardrail slide from top to bottom in guardrail bar's inside, can adjust the height of guardrail, protect staff's rear end, ensure constructor's safety. The device has simple structure, the whole assembly of the assembly type operation platform arranged on the outer side of the selected template replaces the protection erection of the outer scaffold, the applicability is stronger, the safety is higher, and the economy is better. The operation platform and the template are installed together and can be removed together, so that the safety of personnel operation is effectively ensured, and the construction efficiency is improved.
Drawings
FIG. 1 is a schematic plan view of the whole structure of an assembled working platform in the application;
FIG. 2 is a block diagram of an assembled work platform support according to the present application;
Fig. 3 is a plan view of a connecting structure of a pull rod and a reinforcing steel bar in the application;
fig. 4 is a plan view of the assembled working platform according to the present application.
The marks in the figure: 1. a steel template; 2. angle steel; 3. double-spliced channel steel; 4. a harness cord pull rod; 5. a welding block; 6. a first nut; 7. a second nut; 8. a platform bracket; 9. a mounting block; 10. an auxiliary support rod; 11. a structural layer; 12. reinforcing steel bars; 14. an anti-slip steel plate; 15. guard bars; 16. a mounting hole; 17. guard rails; 18. and adjusting the screw.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions in the embodiments of the present application will be clearly and completely described in the following in conjunction with the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
Examples:
Referring to fig. 1-4, an assembled working platform comprises a steel template 1, wherein a plurality of groups of through wire pull rods 4 are inserted in the steel template 1, angle steel 2 is fixedly installed at the outer side end of the steel template 1 through the through wire pull rods 4, double-spliced channel steel 3 is fixedly connected at the outer side end of the angle steel 2 through the steel template 1, a platform support 8 is fixedly connected at the outer side end of the double-spliced channel steel 3 through the through wire pull rods 4, welding blocks 5 are fixedly installed at the rear end surface of the through wire pull rods 4, reinforcing steel bars 12 are welded in the welding blocks 5, and reinforcing steel bars 12 are fixedly connected at the inner side end of the steel template 1 through the through wire pull rods 4. When the integral panel reinforced retaining wall is constructed, the form panel adopts a single-side supporting template and is integrally poured. In order to ensure construction safety and quality control, the outer side template adopts a custom steel template 1.
The steel template 1 has a size of 2.4 m high, 1.8 m long and a thickness of 5mm. The angle steel 2 is installed to the outside end of steel form 1, and the outside end of steel form 1 is through installing two makeup groove steel 3 as the back of the body rib, can improve the stability of device, simple structure practices thrift construction cost. The steel template 1 is reinforced by adopting a through wire pull rod 4 with the diameter of 20mm as a counter pull rod, and the distance between the pull rods is 0.6x0.6m. The steel template 1, the angle steel 2 and the double-spliced groove steel 3 are fixedly installed together. The front end of the harness cord pull rod 4 is fixedly provided with a platform bracket 8, and the bottom bracket of the assembly type operation platform can be formed by the left and right groups of platform brackets 8. The longitudinal distance between the brackets is 1.2 meters, and the vertical distance is 2.4 meters. The welding block 5 arranged at the rear end of the harness cord pull rod 4 can conveniently weld the steel bars 12, and the steel bars 12 are pre-buried in the structural layer 11. The steel template 1 can be fixed on the surface of the structural layer 11 through the through wire pull rod 4 and the steel bar 12 by installing the front working platform through the through wire pull rod 4, thereby playing a role in protection.
Referring to fig. 2, a first nut 6 is screwed to the surface of the wire rod 4 near the front end of the double-spliced steel 3. The first screw cap 6 can fix the double-spliced channel steel and the angle steel 2 together, is convenient to install and disassemble, and improves the stability of the device.
Referring to fig. 2, a second nut 7 is screwed to the surface of the wire rod 4 near the front end of the platform bracket 8. The second screw cap 7 can be used for fixing the platform bracket 8 on the surface of the double-spliced groove steel 3, is convenient to install, has a simple structure and can improve the construction efficiency.
Referring to fig. 2, a mounting block 9 is fixedly mounted at the bottom end of the platform bracket 8, and an auxiliary supporting rod 10 is welded inside the mounting block 9. The installation piece 9 is used for providing auxiliary stay pole 10 welded mounting's position, and auxiliary stay pole 10 is used for playing auxiliary stay's effect to the both ends of platform support 8, forms triangular structure, improves stability.
Referring to fig. 2 and 4, a mounting hole 16 is formed at the top end of the platform bracket 8, and an anti-slip steel plate 14 is fixedly mounted at the top end of the platform bracket 8. The anti-skid steel plate 14 is of an integrated structure, and can be fixedly arranged above the platform support 8 through the mounting holes 16 on the surfaces of the platform supports 8 at the two ends, so that construction staff can conveniently use the platform to work.
Referring to fig. 4, a guardrail bar 17 is fixedly installed on the surface of the anti-slip steel plate 14 and at one end far away from the steel template 1, and an adjusting screw 18 is screwed at the side end of the guardrail bar 17. The guard rail 17 may provide space for the guard rail 15 to be installed and provide access support to the guard rail 15.
Referring to fig. 4, the top end of the guardrail bar 17 is fixedly connected to the guardrail 15 by an adjusting screw 18. Can release adjusting screw 18 through rotating adjusting screw 18 to the fixed of guardrail 15, let guardrail 15 slide about the inside of guardrail bar 17, can adjust the height of guardrail 15, protect staff's rear end, ensure constructor's safety.
Referring to fig. 1, a structural layer 11 is fixedly connected to the surface of a reinforcing bar 12. The inside of the steel bar 12 is pre-embedded with a plurality of structural layers 11, so that the subsequent fixed installation of the soil retaining structure is facilitated.
The implementation principle of the embodiment of the assembled working platform of the application is as follows: when the integral panel reinforced retaining wall is constructed, the form panel adopts a single-side supporting template and is integrally poured. In order to ensure construction safety and quality control, the outer side template adopts a custom steel template 1. The steel template 1 has a size of 2.4 m high, 1.8 m long and a thickness of 5mm. The angle steel 2 is installed to the outside end of steel form 1, and the outside end of steel form 1 is through installing two makeup groove steel 3 as the back of the body rib, can improve the stability of device, simple structure practices thrift construction cost. The steel template 1 is reinforced by adopting a through wire pull rod 4 with the diameter of 20mm as a counter pull rod, and the distance between the pull rods is 0.6x0.6m. The steel template 1, the angle steel 2 and the double-spliced groove steel 3 are fixedly installed together. The front end of the harness cord pull rod 4 is fixedly provided with a platform bracket 8, and the bottom bracket of the assembly type operation platform can be formed by the left and right groups of platform brackets 8. The longitudinal distance between the brackets is 1.2 meters, and the vertical distance is 2.4 meters.
The welding block 5 arranged at the rear end of the harness cord pull rod 4 can conveniently weld the steel bars 12, and the steel bars 12 are pre-buried in the structural layer 11. The steel template 1 can be fixed on the surface of the structural layer 11 through the through wire pull rod 4 and the steel bar 12 by installing the front working platform through the through wire pull rod 4, thereby playing a role in protection. The installation piece 9 is used for providing auxiliary stay pole 10 welded mounting's position, and auxiliary stay pole 10 is used for playing auxiliary stay's effect to the both ends of platform support 8, forms triangular structure, improves stability. The anti-skid steel plate 14 is of an integrated structure, and can be fixedly arranged above the platform support 8 through the mounting holes 16 on the surfaces of the platform supports 8 at the two ends, so that construction staff can conveniently use the platform to work. Can release adjusting screw 18 through rotating adjusting screw 18 to the fixed of guardrail 15, let guardrail 15 slide about the inside of guardrail bar 17, can adjust the height of guardrail 15, protect staff's rear end, ensure constructor's safety. The device has simple structure, the whole assembly of the assembly type operation platform arranged on the outer side of the selected template replaces the protection erection of the outer scaffold, the applicability is stronger, the safety is higher, and the economy is better. The operation platform and the template are installed together and can be removed together, so that the safety of personnel operation is effectively ensured, and the construction efficiency is improved.
The above embodiments are only for illustrating the technical solution of the present application, and are not limiting; although the application has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present application.
Claims (8)
1. Assembled operation platform, including steel form (1), its characterized in that: the inside grafting of steel form (1) has multiunit logical silk pull rod (4), the outside end of steel form (1) has angle steel (2) through logical silk pull rod (4) fixed mounting, the outside end of angle steel (2) is through steel form (1) fixedly connected with double-spliced channel-section steel (3), the outside end of double-spliced channel-section steel (3) is through logical silk pull rod (4) fixedly connected with platform support (8), the rear end fixed surface of logical silk pull rod (4) installs welding piece (5), the inside welding of welding piece (5) has reinforcing bar (12), the inboard end of steel form (1) is through logical silk pull rod (4) fixedly connected with reinforcing bar (12).
2. The fabricated work platform of claim 1, wherein: the surface of the harness cord pull rod (4) is connected with a first nut (6) near the front side end of the double-spliced groove steel (3) in a threaded manner.
3. The fabricated work platform of claim 1, wherein: the surface of the harness cord pull rod (4) is connected with a second nut (7) near the front side end of the platform bracket (8) in a threaded manner.
4. The fabricated work platform of claim 1, wherein: the bottom fixed mounting of platform support (8) has installation piece (9), the inside welding of installation piece (9) has auxiliary stay pole (10).
5. The fabricated work platform of claim 1, wherein: the top of the platform support (8) is provided with a mounting hole (16), and the top of the platform support (8) is fixedly provided with an anti-skid steel plate (14).
6. The fabricated work platform of claim 5, wherein: the anti-skid steel plate is characterized in that a guardrail bar (17) is fixedly arranged on the surface of the anti-skid steel plate (14) and at one end far away from the steel template (1), and an adjusting screw (18) is connected with the side end of the guardrail bar (17) in a threaded manner.
7. The fabricated work platform of claim 6, wherein: the top end of the guardrail rod (17) is fixedly connected with a guardrail (15) through an adjusting screw (18).
8. The fabricated work platform of claim 1, wherein: the surface of the steel bar (12) is fixedly connected with a structural layer (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322674672.8U CN220889393U (en) | 2023-10-07 | 2023-10-07 | Assembled working platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322674672.8U CN220889393U (en) | 2023-10-07 | 2023-10-07 | Assembled working platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220889393U true CN220889393U (en) | 2024-05-03 |
Family
ID=90874533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322674672.8U Active CN220889393U (en) | 2023-10-07 | 2023-10-07 | Assembled working platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220889393U (en) |
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2023
- 2023-10-07 CN CN202322674672.8U patent/CN220889393U/en active Active
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