CN217353462U - Double-seat operating platform for high-altitude truss - Google Patents
Double-seat operating platform for high-altitude truss Download PDFInfo
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- CN217353462U CN217353462U CN202221092995.5U CN202221092995U CN217353462U CN 217353462 U CN217353462 U CN 217353462U CN 202221092995 U CN202221092995 U CN 202221092995U CN 217353462 U CN217353462 U CN 217353462U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
A double-position operating platform used on an overhead truss comprises a steel pipe truss and an operating platform, wherein the operating platform comprises two horizontal channel steel, the channel steel is placed on a main beam on the upper layer of the steel pipe truss, two vertical hanging rods are inserted into two ends of the channel steel, the two hanging rods at the end parts of the channel steel are respectively abutted against the outer walls on two sides of the main beam, the lower ends of the two hanging rods at the end parts of the channel steel are respectively and fixedly connected onto two rectangular construction platforms, each construction platform comprises a rectangular outer frame, a plurality of bearing rods are inserted and fixed into the outer frame, two hanging rods are distributed on two sides of the outer frame, and the hanging rods are positioned at the corners of the outer frame; the frame of outer frame both sides is fixed with oblique branch, and the upper end of oblique branch is fixed on the jib. The double-position operating platform is simple in structure and convenient to manufacture, can be clamped on the steel pipe truss in a hoisting mode, can be locked on the steel pipe truss, and is convenient to construct cantilever steel pipe truss structures.
Description
The technical field is as follows:
the utility model relates to a high altitude construction platform's technical field, more specifically says and relates to a double position operation platform for on high altitude truss.
The background art comprises the following steps:
at present, in order to meet the functional requirements of building space and building appearance, a building structure is usually designed into an ultrahigh and oversized cantilever steel pipe truss structure, most of the construction of the cantilever steel pipe truss structure is carried out at high altitude, and if the installation, adjustment, welding and paint repair of auxiliary rods are required to be carried out between main pipes after the construction of the main pipes, the operation at high altitude is required. In the related technology, a part is to provide a construction platform for high-altitude operation personnel for construction by utilizing a human lifting crane, but the cost of the human lifting crane is high, and the construction cost is increased; the other part is that a construction platform is built on the cantilever steel pipe truss, the construction platform is generally directly built on the cantilever steel pipe truss by adopting connection modes such as bolts or welding, and the construction platform is not only inconvenient to build on the cantilever steel pipe truss, but also has potential safety hazards of falling from the cantilever steel pipe truss.
The utility model has the following contents:
the utility model aims at being not enough to prior art, and provide a double position operation platform for on high altitude truss, its double position operation platform simple structure, it is convenient to make, can block through the hoist and mount mode and put on the steel pipe truss to can die at the steel pipe truss lock, conveniently realize cantilever steel pipe truss structure's construction.
A double-position operating platform used on a high-altitude truss comprises a steel pipe truss and an operating platform, wherein the steel pipe truss consists of a plurality of tubular main beams and inclined supports welded and fixed between the main beams, the operating platform comprises two horizontal channel steel, the channel steel is placed on the main beam on the upper layer of the steel pipe truss, two vertical suspenders are inserted into two ends of the channel steel, the two suspenders at the end parts of the channel steel respectively abut against the outer walls of two sides of the main beams, the lower ends of the two suspenders at the end parts of the channel steel are respectively and fixedly connected to two rectangular construction platforms, each construction platform comprises a rectangular outer frame, a plurality of bearing rods are inserted and fixed into the outer frame, two suspenders are distributed on two sides of the outer frame, and the suspenders are positioned at the corners of the outer frame; the frame at two sides of the outer frame is fixed with an inclined strut, and the upper end of the inclined strut is fixed on the hanger rod; the upper end faces of two ends of the channel steel are respectively provided with two strip-shaped connecting plates, and the upper ends of the connecting plates, the channel steel and the hanger rod are fixedly connected together.
Preferably, the hanger rod is positioned under the connecting plate, the upper end of the hanger rod is welded and fixed with the bottom surface of the inner side of the channel steel, and the connecting plate is welded and fixed on the upper end surface of the channel steel.
Preferably, the number of the main beams on the upper layer of the steel pipe truss is two, and the length of the construction platform is smaller than half of the distance between the main beams on the upper layer of the steel pipe truss.
Preferably, the two suspenders at the end part of the channel steel are respectively an outer square tube and an inner square tube, and the two connecting plates at the end part of the channel steel are respectively an outer connecting flat plate and an inner connecting flat plate; guide grooves are formed at two ends of the channel steel, the upper end of the outer square tube and the upper end of the inner square tube penetrate through the guide grooves of the channel steel and are fixed on the outer connecting flat plate and the inner connecting flat plate respectively, and the outer connecting flat plate and the inner connecting flat plate are abutted against the upper end face of the channel steel; the two ends of the outer connecting flat plate and the inner connecting flat plate are respectively fixed with an outer ear plate and an inner ear plate which are opposite, an outer adjusting bolt is inserted on the outer ear plate, and the outer adjusting bolt is screwed on the inner ear plate;
the middle part welded fastening of channel-section steel has two end plates, and the adapter sleeve is pegged graft between the end plate, the dull and stereotyped middle part of internal connection is fixed with the end seat, and the spiro union has interior adjusting bolt on the end seat, and interior adjusting bolt's end passes the end plate and pegs graft and fixes in the adapter sleeve.
Preferably, the width of the guide groove on the channel steel is equal to the distance between the outer walls of the two sides of the suspender.
Preferably, the guide groove in the channel steel is parallel to the side wall of the channel steel, and the guide groove is parallel to the outer adjusting bolt.
Preferably, a hanging ring is fixedly inserted between the two end plates in the middle of the channel steel.
The beneficial effects of the utility model reside in that:
the double-position operating platform is simple in structure and convenient to manufacture, can be clamped on the steel pipe truss in a hoisting mode, can be locked on the steel pipe truss, and is convenient to construct in a cantilever steel pipe truss structure.
Description of the drawings:
FIG. 1 is a schematic view of the three-dimensional structure of the steel pipe truss of the present invention;
FIG. 2 is a schematic view of the front view structure of the steel pipe truss of the present invention;
fig. 3 is a schematic perspective view of the present invention;
fig. 4 is a schematic side view of the present invention.
In the figure: 1. steel pipe truss; 11. a main beam; 12. obliquely supporting; 20. an operating platform; 21. channel steel; 211. a guide groove; 22. a coupling plate; 23. a boom; 231. an outer square tube; 232. an inner square tube; 24. a construction platform; 241. an outer frame; 242. a carrier bar; 25. a diagonal strut; 261. an outer ear plate; 262. an inner ear plate; 27. an outer adjustment bolt; 28. an end plate; 29. connecting sleeves; 210. an end seat; 220. an inner adjusting bolt; 230. a lifting ring.
The specific implementation mode is as follows:
example (b): as shown in fig. 1 to 4, a double-position operating platform for an overhead truss comprises a steel pipe truss 10 and an operating platform 20, wherein the steel pipe truss 10 is composed of a plurality of tubular main beams 11 and inclined supports 12 welded and fixed between the main beams 11, the operating platform 20 comprises two horizontal channel steel 21, the channel steel 21 is placed on the main beam 11 on the upper layer of the steel pipe truss 10, two vertical suspenders 23 are respectively inserted into two ends of the channel steel 21, the two suspenders 23 at the end part of the channel steel 21 are respectively abutted against the outer walls on two sides of the main beam 11, the lower ends of the two suspenders 23 at the end part of the channel steel 21 are respectively fixedly connected to two rectangular construction platforms 24, each construction platform 24 comprises a rectangular outer frame 241, a plurality of bearing rods 242 are inserted and fixed in the outer frame 241, two suspenders 23 are distributed on two sides of the outer frame 241, and the suspenders 23 are located at the corners of the outer frame 241; the frame at both sides of the outer frame 241 is fixed with an inclined strut 25, and the upper end of the inclined strut 25 is fixed on the hanger rod 23; the upper end faces of two ends of the channel steel 21 are respectively provided with two strip-shaped connecting plates 22, and the upper ends of the connecting plates 22, the channel steel 21 and the hanger rods 23 are fixedly connected together.
Preferably, the suspension rod 23 is positioned right below the connecting plate 22, the upper end of the suspension rod 23 is welded and fixed with the inner bottom surface of the channel steel 21, and the connecting plate 22 is welded and fixed on the upper end surface of the channel steel 21.
Preferably, two main beams 11 are arranged on the upper layer of the steel pipe truss 10, and the length of the construction platform 24 is less than half of the distance between the main beams 11 on the upper layer of the steel pipe truss 10.
Preferably, the two suspension rods 23 at the end of the channel steel 21 are respectively an outer square tube 231 and an inner square tube 232, and the two connecting plates 22 at the end of the channel steel 21 are respectively an outer connecting flat plate 221 and an inner connecting flat plate 222; guide grooves 211 are formed in two ends of the channel steel 21, the upper end of the outer square pipe 231 and the upper end of the inner square pipe 232 penetrate through the guide grooves 211 of the channel steel 21 and are fixed on the outer connecting flat plate 221 and the inner connecting flat plate 222 respectively, and the outer connecting flat plate 221 and the inner connecting flat plate 222 abut against the upper end face of the channel steel 21; the two ends of the external connecting flat plate 221 and the internal connecting flat plate 222 are respectively fixed with an external ear plate 261 and an internal ear plate 262 which are opposite, an external adjusting bolt 27 is inserted on the external ear plate 261, and the external adjusting bolt 27 is screwed on the internal ear plate 262;
two end plates 28 are fixedly welded in the middle of the channel steel 21, a connecting sleeve 29 is inserted between the end plates 28, an end seat 210 is fixed in the middle of the inner connecting flat plate 222, an inner adjusting bolt 220 is screwed on the end seat 210, and the tail end of the inner adjusting bolt 220 penetrates through the end plates 28 and is inserted and fixed in the connecting sleeve 29.
Preferably, the width of the guide slot 211 in the channel steel 21 is equal to the distance between the outer walls at both sides of the hanger bar 23.
Preferably, the guide groove 211 of the channel steel 21 is parallel to the side wall of the channel steel 21, and the guide groove 211 is parallel to the outer adjusting bolt 27.
Preferably, a hanging ring 230 is inserted and fixed between the two end plates 28 at the middle part of the channel steel 21.
The working principle is as follows: the utility model relates to a two people's position operation platform on high altitude truss, wherein in figure 1, 2 for adopting the dead operation platform 20 of welding, can only be applicable to the steel pipe truss 10 of the same specification and dimension, it can hoist and mount steel pipe truss 10, insert the jib 23 of establishing operation platform 20 with girder 11 on steel pipe truss 10, jib 23 bottom is equipped with construction platform 24, when constructor stands on construction platform 24, constructor's weight can be used in jib 23, will lead to jib 23 to press on steel pipe truss 10's girder 11 certainly, utilize the bearing diagonal 12 between the girder 11 to also can carry out spacing to operation platform 20 simultaneously, realize locking;
meanwhile, the operation platform 20 can adopt a bolt connection mode instead of a welding mode, and the bolt connection mode is utilized to realize the adjustment of the distance between the construction platforms 24 at the same end of the operation platform 20; and also enables adjustment of the spacing between the work platforms 24 at the ends of the work platform 20.
The examples are intended to be illustrative, but not limiting, of the invention. The embodiments can be modified by those skilled in the art without departing from the spirit and scope of the present invention, and therefore, the scope of the present invention should be defined by the appended claims.
Claims (7)
1. The utility model provides a double position operation platform for on high altitude truss, includes steel pipe truss (10) and operation platform (20), and steel pipe truss (10) comprise a plurality of pipy girder (11) and bearing diagonal (12) of welded fastening between girder (11), its characterized in that: the operation platform (20) comprises two horizontal channel steel (21), the channel steel (21) is placed on a main beam (11) on the upper layer of the steel pipe truss (10), two vertical hanging rods (23) are inserted into two ends of the channel steel (21), the two hanging rods (23) at the end part of the channel steel (21) are respectively abutted against the outer walls of two sides of the main beam (11), the lower ends of the two hanging rods (23) at the end part of the channel steel (21) are respectively and fixedly connected to two rectangular construction platforms (24), each construction platform (24) comprises a rectangular outer frame (241), a plurality of bearing rods (242) are inserted and fixed into the outer frame (241), the two hanging rods (23) are distributed on two sides of the outer frame (241), and the hanging rods (23) are located at the corners of the outer frame (241); the frame at the two sides of the outer frame (241) is fixed with an inclined strut (25), and the upper end of the inclined strut (25) is fixed on the hanger rod (23); the upper end faces of two ends of the channel steel (21) are provided with two strip-shaped connecting plates (22), and the upper ends of the connecting plates (22), the channel steel (21) and the hanger rods (23) are fixedly connected together.
2. The double-seat operating platform for the high-altitude truss as claimed in claim 1, wherein the double-seat operating platform comprises: the hanger rod (23) is positioned under the connecting plate (22), the upper end of the hanger rod (23) is welded and fixed with the inner bottom surface of the channel steel (21), and the connecting plate (22) is welded and fixed on the upper end surface of the channel steel (21).
3. The double-seat operating platform for the high-altitude truss as claimed in claim 1, wherein the double-seat operating platform comprises: two main beams (11) on the upper layer of the steel pipe truss (10) are arranged, and the length of the construction platform (24) is smaller than half of the distance between the main beams (11) on the upper layer of the steel pipe truss (10).
4. The double-seat operating platform for the high-altitude truss as claimed in claim 1, wherein the double-seat operating platform comprises: the two hanging rods (23) at the end part of the channel steel (21) are respectively an outer square pipe (231) and an inner square pipe (232), and the two connecting plates (22) at the end part of the channel steel (21) are respectively an outer connecting flat plate (221) and an inner connecting flat plate (222); guide grooves (211) are formed in two ends of the channel steel (21), the upper end of the outer square pipe (231) and the upper end of the inner square pipe (232) penetrate through the guide grooves (211) of the channel steel (21) and are fixed on the outer connecting flat plate (221) and the inner connecting flat plate (222) respectively, and the outer connecting flat plate (221) and the inner connecting flat plate (222) abut against the upper end face of the channel steel (21); two ends of the outer connecting flat plate (221) and the inner connecting flat plate (222) are respectively fixed with an outer ear plate (261) and an inner ear plate (262) which are opposite, an outer adjusting bolt (27) is inserted on the outer ear plate (261), and the outer adjusting bolt (27) is screwed on the inner ear plate (262);
the middle part welded fastening of channel-section steel (21) has two end plates (28), and it has adapter sleeve (29) to peg graft between end plate (28), the middle part of interior connection flat board (222) is fixed with end seat (210), and the spiro union has interior adjusting bolt (220) on end seat (210), and the end of interior adjusting bolt (220) passes end plate (28) and pegs graft and fixes in adapter sleeve (29).
5. The double-seat operating platform for the high-altitude truss as claimed in claim 4, wherein the double-seat operating platform comprises: the groove width of the guide groove (211) on the channel steel (21) is equal to the distance between the outer walls of the two sides of the hanging rod (23).
6. The double-seat operating platform for the high-altitude truss as claimed in claim 5, wherein the double-seat operating platform comprises: the guide groove (211) on the channel steel (21) is parallel to the side wall of the channel steel (21), and the guide groove (211) is parallel to the outer adjusting bolt (27).
7. The double-seat operating platform for the high-altitude truss as claimed in claim 4, wherein the double-seat operating platform comprises: and a hanging ring (230) is fixedly inserted between the two end plates (28) in the middle of the channel steel (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221092995.5U CN217353462U (en) | 2022-05-09 | 2022-05-09 | Double-seat operating platform for high-altitude truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221092995.5U CN217353462U (en) | 2022-05-09 | 2022-05-09 | Double-seat operating platform for high-altitude truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217353462U true CN217353462U (en) | 2022-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221092995.5U Active CN217353462U (en) | 2022-05-09 | 2022-05-09 | Double-seat operating platform for high-altitude truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217353462U (en) |
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2022
- 2022-05-09 CN CN202221092995.5U patent/CN217353462U/en active Active
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