CN214656449U - Active type high-altitude safe operation platform device using pier stud capping beam as attachment - Google Patents
Active type high-altitude safe operation platform device using pier stud capping beam as attachment Download PDFInfo
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- CN214656449U CN214656449U CN202120668355.3U CN202120668355U CN214656449U CN 214656449 U CN214656449 U CN 214656449U CN 202120668355 U CN202120668355 U CN 202120668355U CN 214656449 U CN214656449 U CN 214656449U
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- pier stud
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- platform device
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Abstract
The utility model discloses an utilize pier stud bent cap for depending on initiative type high altitude safety operation platform device, including bent cap, bridge pier stud and operation panel, one side outer wall that the bent cap is close to the top is provided with two through-holes, and the inner wall of two through-holes all is provided with the load rod iron, and the circumference outer wall of two load rod iron laminating bent cap one side outer walls all is provided with flange, and two load rod iron laminating flange's circumference outer wall all is provided with the stopping bolt, and two load rod irons all are provided with the stopping piece near the circumference outer wall of the other end. The utility model discloses a coupling assembling makes operation panel and bent cap, bridge pier stud and load rod iron establish the fixed connection relation, adjusts the length of zooming of haulage rope and then adjusts the lift of operation panel through the fixed pulley group, and the operating personnel of being convenient for and material, machines pass through the operation panel from top to bottom, and the convenience of demolising of later stage installation has solved the problem of aerial work platform safety construction effectively.
Description
Technical Field
The utility model relates to an aerial working equipment technical field especially relates to an utilize pier stud bent cap to be depending on initiative type high altitude safe operation platform device.
Background
In the prior art, the problems of difficult erection, labor and time waste, high manufacturing cost, high safety risk, high basic treatment cost of the scaffold body and long period mainly exist. If hoisting machinery such as a crane is adopted, construction roads are required to be built, meanwhile, due to the fact that the bridge pier is too high and the operation space is limited, the mechanical arm is often not in place, and meanwhile, the situations that command coordination is difficult, drivers and controllers are tired exist.
Through retrieval, chinese patent application number is CN 201220610876.4's patent, discloses a steel core concrete column high altitude construction safety protection system, including being used for carrying out concrete placement operation and carrying out the safe operation platform of last layer steel-pipe column welding operation to this layer steel-pipe column, weld in the steel-pipe column outside and be used for constructor from top to bottom operation platform's safe cat ladder, be fixed in two adjacent steel-pipe columns and connect the interim packway of the operation platform on two adjacent steel-pipe columns, operation platform is the open cage in the top at steel-pipe column top fixedly mounted to the cage is detachable and with the steel-pipe column separation, each layer the support bracket of detachable support cage is preset at steel-pipe column top. The steel pipe concrete column high-altitude construction safety protection system in the patent has the following defects: after the bridge pier stud and the bent cap are poured and formed, the materials are inconvenient to convey.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing an active high-altitude safe operating platform device utilizing pier stud capping beams as depending.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an active high-altitude safe operation platform device utilizing pier stud capping beams as attachment comprises capping beams, bridge pier studs and an operation platform, wherein two through holes are formed in the outer wall of one side, close to the top end, of each capping beam, force bearing steel bars are arranged on the inner walls of the two through holes, positioning flanges are arranged on the outer wall, close to the outer wall of one side, of each force bearing steel bar, positioning flanges are arranged on the outer wall of the circumference, close to the other end, of each force bearing steel bar, stopping bolts are arranged on the outer wall of the circumference, close to the positioning flanges, of each force bearing steel bar, and stopping blocks are arranged on the outer walls of the circumferences, close to the other ends, of the two force bearing steel bars; the top outer wall of operation panel all is provided with two connecting seats, and the inner wall of two connecting seats all is provided with coupling assembling, and coupling assembling comprises haulage rope and fixed pulley group, and the outer wall of two haulage ropes sets up respectively in the outer wall of two load rod irons.
As a further aspect of the present invention: the outer wall of one side of operation panel is provided with the step, and the top inner wall of operation panel is provided with the shrink frame.
As a further aspect of the present invention: the inner wall of one side of the operation platform opposite to the operation platform is provided with a box door, the outer wall of one side of the two box doors is provided with an outer lock catch, and the outer wall of the other side of the two box doors is provided with an inner lock catch.
As a further aspect of the present invention: the bottom outer wall of operation panel is provided with the fixed block, and the inner wall of fixed block is provided with balanced tightening rope, and the both ends of balanced tightening rope are provided with same clamp plate, the quantity of bridge pier stud is two.
As a further aspect of the present invention: two the bottom outer wall of bridge pier stud all is provided with the pile foundation, and the outer wall of two pile foundations is provided with same tie beam.
As a further aspect of the present invention: and two fixing steel rings are arranged on the outer wall of the top of the bent cap beam and are in an L-shaped hook shape.
As a further aspect of the present invention: and one end of each of the two fixed steel rings is provided with a circular ring.
Compared with the prior art, the utility model provides an utilize pier stud bent cap to possess following beneficial effect for depending on active type high altitude safety operation platform device:
1. the active high-altitude safe operation platform device using the pier stud capping beam as the attachment is characterized in that two bearing steel bars are respectively inserted into two through holes, then are sleeved on the bearing steel bars by positioning flanges and retaining bolts in sequence, the retaining bolts prevent the positioning flanges from displacing and slipping from the bearing steel bars and play a role of locking together to prevent a hauling rope connecting component acting on the bearing steel bars from slipping from the bearing steel bars so as to ensure safety, the retaining blocks play a role of limiting the positions of the bearing steel bars on the capping beam through holes so that the bearing steel bars cannot slip and displace from the capping beam under any condition, the operation platform is fixedly connected with the capping beam, the bridge pier stud and the bearing steel bars by the connecting component, the scaling length of the hauling ropes is adjusted by the fixing pulley block so as to adjust the lifting of the operation platform, and operators, materials and machines can conveniently pass through the operation platform from top to bottom, the later stage installation demolish the convenience, solved the problem of aerial working platform safety construction effectively.
2. This utilize pier stud bent cap to be the initiative type high altitude safe operation platform device of depending on, the shrink is adjusted the high security that effectively increases the operation panel of shrink frame, in being thrown the operation panel when effectively avoiding the operation panel to go up and down through closed chamber door, through balanced tightening rope make the operation panel be connected with the clamp plate, when the operation panel was carried the lift, the clamp plate was tightened up the stationarity that the rope effectively increased the operation panel through the balance, the swing degree when reducing the high altitude and carrying.
3. This utilize pier stud bent cap for depending on initiative type high altitude safe operation platform device, the pile foundation buries deeply in the underground, satisfy the requirement of the rock-socketed degree of depth and pile foundation to the holding power layer, increase the stability of bridge pier stud, the connection roof beam makes two pile foundations constitute and connects wholly, the load passes through the load rod iron, the bent cap, the bridge pier stud, the connection roof beam spreads into the ground through the pile foundation at last, thereby form the whole of a atress, provide effective and reliable support for the aerial working platform, can embolia the safety rope in the ring, play dual protection's effect together with other safety measure to aerial working personnel's safety.
Drawings
Fig. 1 is a schematic view of a front view structure of an active high-altitude safe operation platform device using pier stud capping beams as attachments according to the present invention;
fig. 2 is a schematic side view of the active high-altitude safe operating platform device using pier stud capping beams as attachments according to the present invention;
fig. 3 is a schematic view of a top-down explosion structure of the active high-altitude safe operation platform device using pier stud capping beams as attachments according to the present invention;
fig. 4 is the utility model provides an utilize pier stud bent cap for depending on the fixed steel ring structure sketch map of active type high altitude safety operation platform device.
In the figure: 1-capping beam, 2-bridge pier stud, 3-pile foundation, 4-step, 5-pressing plate, 6-balance tightening rope, 7-operation table, 8-shrinkage frame, 9-fixed pulley block, 10-stopping block, 11-ring, 12-force bearing steel bar, 13-traction rope, 14-connecting seat, 15-connecting beam, 16-stopping bolt, 17-positioning flange, 18-through hole, 19-box door, 20-inner lock catch and 21-fixed steel ring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely 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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
A driving type high-altitude safe operation platform device using pier stud capping beams as attachments comprises capping beams 1, bridge pier studs 2 and an operation platform 7, wherein two through holes 18 are formed in the outer wall of one side, close to the top end, of each capping beam 1, force-bearing steel bars 12 are inserted into the inner walls of the two through holes 18, positioning flanges 17 are sleeved on the circumferential outer walls, close to the outer wall of one side of each capping beam 1, of the two force-bearing steel bars 12, retaining bolts 16 are connected to the circumferential outer walls, close to the positioning flanges 17, of the two force-bearing steel bars 12 through threads, and retaining blocks 10 are connected to the circumferential outer walls, close to the other ends, of the two force-bearing steel bars 12 through threads; the top outer wall of the operation platform 7 is fixed with two connecting seats 14 through bolts, the inner walls of the two connecting seats 14 are tied with connecting assemblies, each connecting assembly is composed of a hauling rope 13 and a fixed pulley block 9, the outer walls of the two hauling ropes 13 are respectively sleeved on the outer walls of the two bearing steel bars 12, the two bearing steel bars 12 are respectively inserted into two through holes 18, a retaining block 10 fixes the positions of the bearing steel bars 12 on the cover beam 1, then a positioning flange 17 and a retaining bolt 16 are sequentially sleeved on the other ends of the bearing steel bars 12, the retaining bolt 16 prevents the positioning flange 17 from displacing and slipping from the bearing steel bars 12 to play a role of pinning, then the connecting assemblies are installed on the outer walls of the two bearing steel bars 12 to play a role of limiting the hauling ropes 13, so that the hauling ropes cannot slip from the bearing steel bars 12 under any condition, and the operation platform 7 and the cover beam 1 are enabled to be connected through the connecting assemblies, Fixed connection relation is established to bridge pier stud 2, does not add the injecing to the quantity of bridge pier stud 2, can be one, two or more, during the use, adjusts the length of zooming of haulage rope 13 and then adjusts the lift of operation panel 7 through the crown block 9, and the operation personnel of being convenient for and material, machines pass through operation panel 7 from top to bottom, and the convenience is demolishd in the later stage installation, has solved the problem of aerial working platform safety construction effectively.
In order to increase the stability of the operating platform 7, as shown in fig. 1 and 2, the outer wall of one side of the operating platform 7 is fixed with a step 4 through a bolt, the inner wall of the top of the operating platform 7 is fixed with a retractable frame 8 through a bolt, the inner wall of the opposite side of the operating platform 7 is connected with box doors 19 through hinges, the outer wall of one side of each of the two box doors 19 is fixed with an outer lock through a bolt, the outer wall of the other side of each of the two box doors 19 is fixed with an inner lock 20 through a bolt, the outer wall of the bottom of the operating platform 7 is fixed with a fixed block through a bolt, a balance tightening rope 6 is inserted into the inner wall of the fixed block, and two ends of the balance tightening rope 6 are tied with the same pressing plate 5; utilize step 4 to be convenient for from top to bottom operation panel 7, personnel self or with the material, on the operation panel 7 is put into to the utensil, the shrink is adjusted the high security that effectively increases operation panel 7 of shrink frame 8, in being thrown out operation panel 7 when effectively avoiding operation panel 7 to go up and down through closed chamber door 19, make operation panel 7 and clamp plate 5 be connected through balanced tighten-up rope 6, when operation panel 7 was carried and is gone up and down, clamp plate 5 effectively increases the stationarity of operation panel 7 through balanced tighten-up rope 6, reduce the swing degree when carrying high altitude.
In order to increase the stability of bridge pier stud 2, as shown in fig. 2 and 3, two the pile foundation 3 has all been pour to the bottom outer wall of bridge pier stud 2, same connecting beam 15 has been pour to the outer wall of two pile foundations 3, pile foundation 3 buries deeply in the underground, satisfy the requirement of the depth of embedded rock and pile foundation 3 to the holding power layer, load on the operation panel 7 passes through load bearing steel bar 12, bent cap 1, bridge pier stud 2, connecting beam 15 passes through pile foundation 3 at last and spreads into the ground, thereby form the whole of a atress, provide effective and reliable support for the high altitude construction platform.
In order to further enhance the safety of the high-altitude operation personnel, as shown in fig. 1 and 4, two fixing steel rings 21 are poured on the outer wall of the top of the bent cap beam 1, the fixing steel rings 21 are in an L-shaped hook shape, one ends of the two fixing steel rings 21 are welded with the circular rings 11, the fixing steel rings 21 are embedded in the bent cap beam 1 and connected with the main ribs, the fixing steel rings are poured together with the concrete of the bent cap beam 1, the fixing relation between the fixing steel rings 21 and the bent cap beam 1 is increased through the L-shaped hook shape, safety ropes can be sleeved in the circular rings 11, and the fixing steel rings and other safety measures can play a double protection role on the safety of the high-altitude operation personnel.
The working principle is as follows: two bearing steel bars 12 are respectively inserted into two through holes 18, then the position of the bearing steel bar 12 on the capping beam 1 is fixed by a retaining block 10, a positioning flange 17 and a retaining bolt 16 are sleeved at the other end of the bearing steel bar 12, the retaining bolt 16 prevents the positioning flange 17 from displacing and slipping from the bearing steel bar 12 to play a role in pinning, then a hauling rope 13 connecting component is installed on the outer wall of the two bearing steel bars 12, the retaining block 10 plays a role in limiting the hauling rope 13 so that the hauling rope 13 can not slip from the bearing steel bar 12 under any condition, the operating platform 7 is fixedly connected with the capping beam 1 and the bridge pier stud 2 by the connecting component, the step 4 is used for conveniently ascending and descending the operating platform 7, personnel can place materials and appliances on the operating platform 7, the height of the contraction adjusting contraction frame 8 effectively increases the safety of the operating platform 7, and the operating platform 7 is effectively prevented from being thrown out of the operating platform 7 when the operating platform 7 ascends and descends by closing a box door 19, during the use, the scaling length of the traction rope 13 is adjusted through the fixed pulley block 9 so as to adjust the lifting of the operation table 7, so that operators, materials and machines can conveniently lift and descend through the operation table 7, the operation table 7 is connected with the pressing plate 5 through the balance tightening rope 6, when the operation table 7 is conveyed and lifted, the stability of the operation table 7 is effectively improved through the balance tightening rope 6 by the pressing plate 5, the fixed steel ring 21 is pre-embedded in the cover beam 1 and is connected with the main rib, the fixed steel ring is poured with the concrete of the cover beam 1, the fixed relation between the fixed steel ring 21 and the cover beam 1 is increased through the L-shaped hook, the safety rope can be sleeved in the circular ring 11, the safety rope and other safety measures can play a role in double protection on the safety of high-altitude operators, the pile foundation 3 is deeply embedded underground, the requirement of rock embedding depth and the pile foundation 3 on a bearing layer is met, and the load on the operation table 7 is achieved through the bearing steel bar 12, the cover beam 1, the bridge pier 2 and the bridge pier 2, The connecting beam 15 is finally transmitted into the ground through the pile foundation 3, so that a stressed whole is formed, and effective and reliable support is provided for the aerial work platform.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. An active high-altitude safe operation platform device utilizing pier stud capping beams as attachment comprises capping beams (1), bridge pier studs (2) and an operation platform (7), and is characterized in that two through holes (18) are formed in the outer wall of one side, close to the top end, of each capping beam (1), the inner walls of the two through holes (18) are provided with force bearing steel bars (12), the circumferential outer wall, attached to the outer wall of one side of each capping beam (1), of each force bearing steel bar (12) is provided with a positioning flange (17), the circumferential outer wall, attached to the positioning flanges (17), of the two force bearing steel bars (12) is provided with retaining bolts (16), and the circumferential outer walls, close to the other ends, of the two force bearing steel bars (12) are provided with retaining blocks (10); the top outer wall of operation panel (7) all is provided with two connecting seats (14), and the inner wall of two connecting seats (14) all is provided with coupling assembling, and coupling assembling comprises haulage rope (13) and fixed pulley group (9), and the outer wall of two haulage ropes (13) sets up respectively in the outer wall of two load rod irons (12).
2. The active type high-altitude safe operation platform device using pier stud capping beams as attachments according to claim 1, which is characterized in that a step (4) is arranged on the outer wall of one side of the operation platform (7), and a contraction frame (8) is arranged on the inner wall of the top of the operation platform (7).
3. The active type high-altitude safe operation platform device using pier stud capping beams as attachments according to claim 2, characterized in that the inner walls of the opposite sides of the operation platform (7) are provided with box doors (19), the outer walls of one sides of the two box doors (19) are provided with outer latches, and the outer walls of the other sides of the two box doors (19) are provided with inner latches (20).
4. The active type high-altitude safe operation platform device using pier stud capping beams as attachments according to claim 3, wherein the outer wall of the bottom of the operation platform (7) is provided with a fixed block, the inner wall of the fixed block is provided with a balance tightening rope (6), two ends of the balance tightening rope (6) are provided with the same pressing plate (5), and the number of the bridge pier studs (2) is two.
5. The active type high-altitude safe operation platform device using pier stud capping beams as attachments according to claim 1, characterized in that the outer walls of the bottoms of the two bridge pier studs (2) are provided with pile foundations (3), and the outer walls of the two pile foundations (3) are provided with the same connecting beam (15).
6. The active type high-altitude safe operation platform device using the pier stud capping beam as the attachment according to claim 5, wherein two fixed steel rings (21) are arranged on the outer wall of the top of the capping beam (1), and the fixed steel rings (21) are in an L-shaped hook shape.
7. The active type high-altitude safe operation platform device using pier stud capping beams as attachments according to claim 6, wherein one end of each of the two fixed steel rings (21) is provided with a circular ring (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120668355.3U CN214656449U (en) | 2021-04-01 | 2021-04-01 | Active type high-altitude safe operation platform device using pier stud capping beam as attachment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120668355.3U CN214656449U (en) | 2021-04-01 | 2021-04-01 | Active type high-altitude safe operation platform device using pier stud capping beam as attachment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214656449U true CN214656449U (en) | 2021-11-09 |
Family
ID=78458238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120668355.3U Expired - Fee Related CN214656449U (en) | 2021-04-01 | 2021-04-01 | Active type high-altitude safe operation platform device using pier stud capping beam as attachment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214656449U (en) |
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2021
- 2021-04-01 CN CN202120668355.3U patent/CN214656449U/en not_active Expired - Fee Related
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Granted publication date: 20211109 |