CN214658649U - Large-span construction operation platform for mounting super high-rise special-shaped curtain wall - Google Patents
Large-span construction operation platform for mounting super high-rise special-shaped curtain wall Download PDFInfo
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- CN214658649U CN214658649U CN202022206568.2U CN202022206568U CN214658649U CN 214658649 U CN214658649 U CN 214658649U CN 202022206568 U CN202022206568 U CN 202022206568U CN 214658649 U CN214658649 U CN 214658649U
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- steel wire
- wire rope
- steel
- curtain wall
- lifting lug
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Abstract
The utility model discloses a large-span construction operation platform installed for a super high-rise special-shaped curtain wall, which relates to the technical field of super high-rise curtain wall construction platforms, and adopts the technical scheme that the large-span construction operation platform comprises a steel wire mesh connected between a first steel wire rope and a second steel wire rope; a floor bearing plate steel beam is connected between the shear wall and a curtain wall frame, and the curtain wall frame is composed of peripheral steel beams connected between the steel pipe concrete columns; building carrier plate girder steel upper surface is fixed and is provided with inboard lug otic placode and outside lug otic placode, and peripheral girder steel upper surface is fixed and is provided with a plurality of evenly distributed's frame lug otic placode. The utility model has the advantages that: the device has the advantages that the saddle buckles are arranged on the original lifting lug plates on the steel beams and connected with the steel wire ropes, so that the lifting lug function can be utilized secondarily, and the material waste is reduced; twine wire net and nylon manual protection network simultaneously in order to guarantee the security and the efficiency of construction of superelevation layer dysmorphism outer wall curtain mounting platform, make curtain installation construction platform more safe and reliable, stable in structure.
Description
Technical Field
The utility model relates to a superelevation layer curtain construction platform equipment technical field, in particular to large-span construction work platform towards superelevation layer dysmorphism curtain installation.
Background
Along with the continuous increase of super high-rise project building height, for the steady progress of guarantee super high-rise building outer wall decoration construction, according to building height and structural style's requirement, super high-rise project carries out the unitized curtain wall installation of building outer wall through setting up fastener formula steel pipe scaffold on the building carrier plate.
At present, in the existing curtain wall mounting construction operation platform, the fastener type steel pipe, the steel wire rope, the turn buckle and the wooden frame plate are adopted for combined design, so that in the actual construction process on site, the shared space below the construction operation platform cannot be guaranteed, certain operability is lacked, and the defects of high risk, poor safety, low working efficiency and the like are overcome.
SUMMERY OF THE UTILITY MODEL
In order to realize the above-mentioned utility model purpose, to above-mentioned technical problem, the utility model provides a large-span construction work platform towards superelevation layer dysmorphism curtain installation.
The technical scheme is that the steel wire rope connecting device comprises a steel wire net connected between a first steel wire rope and a second steel wire rope; a floor bearing plate steel beam is connected between the shear wall and a curtain wall frame, and the curtain wall frame is composed of peripheral steel beams connected between the steel pipe concrete columns; the upper surface of the steel beam of the floor support plate is fixedly provided with an inner side lifting lug plate and an outer side lifting lug plate, and the upper surface of the peripheral steel beam is fixedly provided with a plurality of uniformly distributed frame lifting lug plates;
each steel wire rope I is fixedly connected between the lug plates of the lugs on the outer sides of the steel beams of the floor bearing plates, a steel wire rope II is fixedly connected between the lug plates of the frame lugs of the peripheral steel beams, and the steel wire meshes are wound on the steel wire rope I and extend to the steel wire rope II to form a primary plane of the construction operation platform.
The outer side lifting lug plate is fixedly connected with the first steel wire rope through a saddle buckle; and the frame lifting lug plates and the second steel wire rope are fixedly connected through saddle buckles.
The fixed connecting plate that is provided with "L" type on the peripheral girder steel, the right angle inboard lock joint of connecting plate is in the outside of peripheral girder steel, be provided with a plurality of connecting hole on the connecting plate, the fixed bracing piece that is provided with of one end of connecting plate, the welding of bracing piece top has a bolt.
A third steel wire rope is connected between the inner side lifting lug plate and the first steel wire rope, and the inner side lifting lug plate and the third steel wire rope are connected through a turn buckle;
and the third steel wire rope penetrates through one end of the turn buckle and the first steel wire rope, and two tail ends of the third steel wire rope are fixed through U-shaped buckles.
One end of the turn buckle is fixed on the saddle buckle of the lug plate of the inner side lifting lug.
And a wooden clamping plate is arranged above one side of the steel wire mesh, which is close to the peripheral steel beam.
The outside of the steel wire mesh is provided with a wooden splint for the stand construction of constructors, and the inside of the steel wire mesh can be replaced by a nylon manual protective net for preventing articles from falling.
The embodiment of the utility model provides a beneficial effect that technical scheme brought is: the device has the advantages that the saddle buckles are arranged on the original lifting lug plates on the steel beams and connected with the steel wire ropes, so that the lifting lug function can be secondarily utilized, the material waste is reduced, and the device is economical and reasonable; meanwhile, a steel wire mesh and a nylon manual protective net are wound to ensure the safety and the construction efficiency of the curtain wall mounting platform with the ultra-high-rise special-shaped outer wall, so that the curtain wall mounting and construction platform is safer and more reliable and has a stable structure; in the very nervous super high-rise project of time limit for a project, through this mode, can guarantee that the platform is attached to each fulcrum atress at the girder steel even under the effect of complicated load, avoid the risk that the huge overturning moment that complicated load produced the platform and produce, maneuverability is strong, has guaranteed the shared space and the cross construction operation of high altitude large-span curtain installation lower part platform, improves the whole efficiency of super high-rise curtain installation simultaneously.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.
Fig. 2 is a partially enlarged view a of fig. 1.
Fig. 3 is a partially enlarged view B of fig. 1.
Fig. 4 is a schematic structural view of the U-shaped buckle according to the embodiment of the present invention.
Wherein the reference numerals are: 1. a first steel wire rope; 2. a second steel wire rope; 3. steel wire mesh; 4. a shear wall; 5. a floor deck steel beam; 501. an inner side lifting lug plate; 502. an outer lifting lug plate; 6. a steel pipe concrete column; 7. a peripheral steel beam; 701. a frame lifting lug plate; 8. saddle buckles; 9. a connecting plate; 10. connecting holes; 11. a support bar; 12. a third steel wire rope; 13. a turn buckle; 14. a U-shaped buckle; 15. wooden plywood.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. Of course, the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It should be noted that the embodiments and features of the embodiments of the present invention can be combined with each other without conflict.
In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, unless otherwise specified, "a plurality" means two or more.
In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.
Example 1
Referring to fig. 1 to 4, the utility model provides a large-span construction work platform installed for a super high-rise special-shaped curtain wall, which comprises a steel wire mesh 3 connected between a first steel wire rope 1 and a second steel wire rope 2; a floor bearing plate steel beam 5 is connected between the shear wall 4 and a curtain wall frame, and the curtain wall frame is composed of peripheral steel beams 7 connected between steel pipe concrete columns 6; the upper surface of the steel beam 5 of the floor bearing plate is fixedly provided with an inner side lifting lug plate 501 and an outer side lifting lug plate 502, and the upper surface of the peripheral steel beam 7 is fixedly provided with a plurality of uniformly distributed frame lifting lug plates 701;
fixedly connected with wire rope 1 between the outside lug otic placode 502 of each building carrier plate girder steel 5, fixedly connected with wire rope 2 between the frame lug otic placode 701 of peripheral girder steel 7, wire net 3 twines on wire rope 1 and extends to wire rope 2 on, forms the preliminary plane of construction work platform.
The outer lifting lug plate 502 is fixedly connected with the steel wire rope I1 through a saddle buckle 8; the frame lifting lug plate 701 and the second steel wire rope 2 are fixedly connected through a saddle buckle 8.
The peripheral girder steel 7 is fixedly provided with an L-shaped connecting plate 9, the right-angle inner side of the connecting plate 9 is buckled on the outer side of the peripheral girder steel 7, the connecting plate 9 is provided with a plurality of connecting holes 10, one end of the connecting plate 9 is fixedly provided with a support rod 11, and the top of the support rod 11 is welded with a bolt.
A third steel wire rope 12 is connected between the inner side lifting lug plate 501 and the first steel wire rope 1, and the inner side lifting lug plate 501 and the third steel wire rope 12 are connected through a turn buckle 13;
the third steel wire rope 12 penetrates through one end of the turn buckle 13 and the first steel wire rope 1, and two tail ends of the third steel wire rope 12 are fixed through U-shaped buckles 14.
One end of the turn buckle 13 is fixed on the saddle buckle 8 of the inner side lifting lug plate 501.
Plywood 15 has been placed to one side top that wire net 3 is close to peripheral girder steel 7.
The outside of the steel wire mesh 3 is provided with a wooden splint 15 which can be used for the stand construction of constructors, and the inside can be replaced by a nylon manual protective net for preventing articles from falling.
When the utility model is used, a first steel wire rope 1 is connected between the outer side lug ear plates 502 of each floor bearing plate steel beam 5, the first steel wire rope 1 is fixed on the outer side lug ear plates 502 by saddle buckles 8, a second steel wire rope 2 is connected between the frame lug ear plates 701 of the peripheral steel beams 7, the second steel wire rope 2 is fixed on the frame lug ear plates 701 by saddle buckles 8, and a steel wire mesh 3 is wound on the first steel wire rope 1 and extends to the second steel wire rope 2 to form a preliminary plane of a construction operation platform; the second steel wire rope 2 can be hung on the support rod 11 for further fixing; the connecting hole 10 on the L-shaped connecting plate 9 can also be used for fastening the second steel wire rope 2 and can be fixed through the U-shaped buckle 14;
a third steel wire rope 12 is connected between the inner side lifting lug plate 501 and the first steel wire rope 1, and the inner side lifting lug plate 501 and the third steel wire rope 12 are connected through a turn buckle 13; a third steel wire rope 12 penetrates through one end of the turn buckle 13 and the first steel wire rope 1, two tail ends of the third steel wire rope 12 are fixed through a U-shaped buckle 14, and one end of the turn buckle 13 is fixed on the saddle buckle 8 of the inner side lifting lug ear plate 501;
the plywood 15 that can be used to constructor construction of standing is set up in the 3 outsides of wire net, and the inboard can be replaced by the manual protection network of nylon that is used for preventing article and falls according to the construction requirement.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. A large-span construction operation platform installed facing a super high-rise special-shaped curtain wall is characterized by comprising a steel wire mesh (3) connected between a first steel wire rope (1) and a second steel wire rope (2); a floor bearing plate steel beam (5) is connected between the shear wall (4) and a curtain wall frame, and the curtain wall frame is composed of peripheral steel beams (7) connected between the steel tube concrete columns (6); the upper surface of the floor bearing plate steel beam (5) is fixedly provided with an inner side lifting lug plate (501) and an outer side lifting lug plate (502), and the upper surface of the peripheral steel beam (7) is fixedly provided with a plurality of uniformly distributed frame lifting lug plates (701);
each fixedly connected with between outside lug otic placode (502) of building carrier plate girder steel (5) wire rope (1), fixedly connected with between frame lug otic placode (701) of peripheral girder steel (7) wire rope (2), wire net (3) twine on wire rope (1) and extend to wire rope (2) on, form the preliminary plane of construction work platform.
2. The large-span construction work platform installed facing the ultra-high-rise special-shaped curtain wall as claimed in claim 1, wherein the outer side lifting lug plate (502) is fixedly connected with the first steel wire rope (1) through a saddle buckle (8); the frame lifting lug plate (701) is fixedly connected with the second steel wire rope (2) through a saddle buckle (8).
3. The large-span construction work platform installed facing the ultra-high-rise special-shaped curtain wall as claimed in claim 1, wherein an L-shaped connecting plate (9) is fixedly arranged on the peripheral steel beam (7), the right-angle inner side of the connecting plate (9) is fastened on the outer side of the peripheral steel beam (7), a plurality of connecting holes (10) are formed in the connecting plate (9), a supporting rod (11) is fixedly arranged at one end of the connecting plate (9), and a bolt is welded at the top of the supporting rod (11).
4. The large-span construction work platform installed facing the ultra-high-rise special-shaped curtain wall as claimed in claim 1, wherein a third steel wire rope (12) is connected between the inner side lifting lug plate (501) and the first steel wire rope (1), and the inner side lifting lug plate (501) and the third steel wire rope (12) are connected through a turn buckle bolt (13);
the third steel wire rope (12) penetrates through one end of the turn buckle (13) and the first steel wire rope (1), and two tail ends of the third steel wire rope (12) are fixed through U-shaped buckles (14).
5. The large-span construction work platform installed facing the ultra-high-rise special-shaped curtain wall as claimed in claim 4, wherein one end of the turn buckle bolt (13) is fixed on a saddle buckle (8) of the inner side lifting lug plate (501).
6. The large-span construction work platform for the ultra-high-rise special-shaped curtain wall installation as claimed in claim 1, wherein a plywood (15) is placed above one side of the steel wire mesh (3) close to the peripheral steel beam (7).
7. The large-span construction work platform installed facing the ultra-high-rise special-shaped curtain wall as claimed in claim 6, wherein a plywood (15) capable of being used for construction personnel to stand is erected on the outer side of the steel wire mesh (3), and a nylon manual protective net capable of preventing articles from falling is replaceable on the inner side of the steel wire mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022206568.2U CN214658649U (en) | 2020-09-30 | 2020-09-30 | Large-span construction operation platform for mounting super high-rise special-shaped curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022206568.2U CN214658649U (en) | 2020-09-30 | 2020-09-30 | Large-span construction operation platform for mounting super high-rise special-shaped curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214658649U true CN214658649U (en) | 2021-11-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022206568.2U Active CN214658649U (en) | 2020-09-30 | 2020-09-30 | Large-span construction operation platform for mounting super high-rise special-shaped curtain wall |
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| Country | Link |
|---|---|
| CN (1) | CN214658649U (en) |
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2020
- 2020-09-30 CN CN202022206568.2U patent/CN214658649U/en active Active
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