CN215671063U

CN215671063U - A roof high-altitude cantilever structure formwork support platform

Info

Publication number: CN215671063U
Application number: CN202120712261.1U
Authority: CN
Inventors: 杨士珏; 岳田; 葛怀伟; 郭孝存; 王克江; 陶圣巧; 李明松
Original assignee: Anhui Jinpeng Construction Group Co ltd
Current assignee: Anhui Jinpeng Construction Group Co ltd
Priority date: 2021-04-08
Filing date: 2021-04-08
Publication date: 2022-01-28
Anticipated expiration: 2031-04-08

Abstract

The utility model discloses a roof high-altitude cantilever structure formwork support platform, which comprises a support cantilever structural formwork and a building structure layer, wherein the building structure layer comprises a first structural layer, a second structural layer and a third structural layer, The top of the third structural layer is symmetrically connected with a first beam through embedded parts, the bottom end of the first beam is connected with a second beam on the side away from the third structural layer, and the bottom end of the second beam is equidistant. The distributed diagonal braces are connected with the second structural layer, and the top end of the first beam is connected with a rigid isolation plate; the utility model is arranged between the first beam and the supporting cantilever structure formwork by arranging a formwork support rod, and at the third Diagonal braces are arranged between the two beams and the second structural layer, so that the supporting platform structure is more stable and reliable. Compared with the traditional floor-standing formwork, it has higher safety and economy, and can meet the local standards and is easy to use. , high practicability.

Description

Roofing high altitude structure template supporting platform that encorbelments

Technical Field

The utility model relates to the technical field of building construction, in particular to a roof high-altitude overhanging structure formwork supporting platform.

Background

Along with the continuous improvement of the economic and social level of China, people not only can meet the basic use function of a building or a structure, but also have higher and higher requirements on aesthetic functions such as the shape and the appearance of the building, along with the trend, various building forms continuously emerge, wherein the building comprises a plurality of high-altitude overhanging structures, the high-altitude overhanging structures, particularly cast-in-place structures, need to be built with overhanging template support frames to complete construction, and along with the increasing of the shape change in modern buildings, the designed high-altitude overhanging structures of roofs are rare;

in the cast-in-place concrete construction of a high-rise overhanging structure of a roof, the overhanging structure on the outer side of a building is adjacent to an outer frame, the suspended height of the bottom is large, and the overhanging span reaches 4.5 m.

SUMMERY OF THE UTILITY MODEL

In view of the above problems, an object of the present invention is to provide a roof high-altitude cantilever structure formwork support platform, in which a formwork support upright is disposed between a first beam and a support cantilever structure formwork, and an inclined strut is disposed between a second beam and a second structure layer, so that the support platform has a more stable and reliable structure, and has higher safety and economy compared with a traditional floor formwork.

In order to achieve the purpose of the utility model, the utility model is realized by the following technical scheme: a roof high-altitude overhanging structure template supporting platform comprises a supporting overhanging structure template and a building structure layer, the building structure layer comprises a first structure layer, a second structure layer and a third structure layer, the top end of the third structure layer is symmetrically connected with a first beam through an embedded part, one side of the bottom end of the first cross beam, which is far away from the third structural layer, is connected with a second cross beam, the bottom end of the second cross beam is connected with the second structural layer through inclined struts which are distributed at equal intervals, the top end of the first beam is connected with a hard isolation plate, the top end of the hard isolation plate is connected with the bottom end of the supporting cantilever structure template through mold support vertical rods distributed at equal intervals, one side that third structural layer was kept away from on first crossbeam top is equipped with first outrigger, first outrigger upper portion is connected with the structure template of encorbelmenting of support, one side that first crossbeam bottom is close to third structural layer is equipped with the second outrigger.

The further improvement lies in that: the first structural layer, the second structural layer and the third structural layer are distributed at equal intervals from bottom to top below the supporting cantilever structure template, and the first structural layer and the second structural layer are connected through a second outer frame.

The further improvement lies in that: dense meshes are installed on the first outer frame and the second outer frame, and the distance between the first cross beams is consistent with the distance between the formwork support vertical rods.

The further improvement lies in that: and a high-strength bolt sleeve is embedded at one end, close to the inclined strut, of the second structural layer, the lower end plate of the inclined strut is connected with the second structural layer through a high-strength bolt, and the upper end plate of the inclined strut is connected with the second cross beam through a common bolt.

The further improvement lies in that: the first cross beam and the second cross beam are fixedly connected through electric welding, and the first cross beam and an embedded part on the third structural layer are welded through double-sided electric welding.

The utility model has the beneficial effects that: the supporting platform comprises a supporting cantilever structure template and a building structure layer, a supporting frame upright rod is arranged between a first cross beam and the supporting cantilever structure template, and an inclined strut is arranged between a second cross beam and a second structure layer, so that the supporting platform is more stable and firm in structure, has higher safety and economy compared with the traditional floor type supporting frame, can meet local standard regulations, and is convenient to use and higher in practicability.

Drawings

FIG. 1 is a schematic side view of the present invention;

FIG. 2 is a schematic view of the connection of the diagonal brace of the present invention to a second cross member;

fig. 3 is a schematic view of the connection between the diagonal brace and the second structural layer according to the present invention.

Wherein: 1. supporting the overhanging structure template; 2. a first structural layer; 3. a second structural layer; 4. a third structural layer; 5. embedding parts; 6. a first cross member; 7. a second cross member; 8. bracing; 9. a hard separator plate; 10. erecting a formwork; 11. a first outer frame; 12. a second outer frame; 13. a dense mesh net; 14. high-strength bolt sleeve.

Detailed Description

In order to further understand the present invention, the following detailed description will be made with reference to the following examples, which are only used for explaining the present invention and are not to be construed as limiting the scope of the present invention.

According to the

drawings

1, 2 and 3, the embodiment provides a roof high-altitude overhanging structure formwork supporting platform, which comprises a supporting overhanging structure formwork 1 and a building structure layer, wherein the building structure layer comprises a first structure layer 2, a second structure layer 3 and a third structure layer 4, the top end of the third structure layer 4 is symmetrically connected with a first beam 6 through an embedded part 5, one side of the bottom end of the first beam 6, which is far away from the third structure layer 4, is connected with a second beam 7, the bottom end of the second beam 7 is connected with the second structure layer 3 through inclined struts 8 which are distributed at equal intervals, the top end of the first beam 6 is connected with a hard isolation plate 9, the top end of the hard isolation plate 9 is connected with the bottom end of the supporting overhanging structure formwork 1 through formwork upright rods 10 which are distributed at equal intervals, one side of the top end of the first beam 6, which is far away from the third structure layer 4, is provided with a first outer frame 11, the upper portion of the first outer frame 11 is connected with the supporting cantilever structure template 1, and one side, close to the third structure layer 4, of the bottom end of the first cross beam 6 is provided with a second outer frame 12.

First structural layer 2, second structural layer 3 and third structural layer 4 are from supreme equidistance distribution down in the below of supporting structure template 1 of encorbelmenting, first structural layer 2 and the equal second of second structural layer 3 outer frame 12 of second are connected.

Dense meshes 13 are arranged on the first outer frame 11 and the second outer frame 12, and the distance between the first cross beams 6 is consistent with the distance between the formwork support upright rods 10.

High-strength bolt sleeves 14 are embedded in one ends, close to the inclined struts 8, of the second structural layers 3, the lower end plates of the inclined struts 8 are connected with the second structural layers 3 through high-strength bolts, and the upper end plates of the inclined struts 8 are connected with the second cross beams 7 through common bolts.

The first cross beam 6 and the second cross beam 7 are fixedly connected through electric welding, and the first cross beam 6 and the embedded part 5 on the third structural layer 4 are welded through double-sided electric welding.

This roofing high altitude structure template supporting platform that encorbelments, including supporting structure template 1 and the building structural layer of encorbelmenting, through set up a die carrier pole setting 10 between first crossbeam 6 and the support structure template 1 of encorbelmenting, and set up bracing 8 between second crossbeam 7 and second structural layer 3, thereby it is more firm to make this supporting platform structure, it possesses higher security and economic nature to compare traditional console mode and prop up the die carrier, and can satisfy local standard regulation, high durability and convenient use, and the practicality is higher.

The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a roofing high altitude structure template supporting platform that encorbelments, encorbelments structure template (1) and building structural layer including the support, its characterized in that: the building structure layer comprises a first structure layer (2), a second structure layer (3) and a third structure layer (4), wherein the top end of the third structure layer (4) is symmetrically connected with a first beam (6) through an embedded part (5), one side of the bottom end of the first beam (6) far away from the third structure layer (4) is connected with a second beam (7), the bottom end of the second beam (7) is connected with the second structure layer (3) through inclined struts (8) distributed at equal intervals, the top end of the first beam (6) is connected with a hard isolation plate (9), the top end of the hard isolation plate (9) is connected with the bottom end of a supporting cantilever structure template (1) through a formwork support rod (10) distributed at equal intervals, one side of the top end of the first beam (6) far away from the third structure layer (4) is provided with a first outer frame (11), the upper part of the first outer frame (11) is connected with the supporting cantilever structure template (1), and a second outer frame (12) is arranged on one side, close to the third structural layer (4), of the bottom end of the first cross beam (6).

2. The roofing high altitude structure template supporting platform that encorbelments of claim 1, its characterized in that: first structural layer (2), second structural layer (3) and third structural layer (4) are from supreme equidistance distribution down in the below that supports structure template (1) of encorbelmenting, first structural layer (2) and the equal second outer frame (12) of second structural layer (3) are connected.

3. The roofing high altitude structure template supporting platform that encorbelments of claim 1, its characterized in that: dense meshes (13) are installed on the first outer frame (11) and the second outer frame (12), and the distance between the first cross beams (6) is consistent with the distance between the formwork support upright rods (10).

4. The roofing high altitude structure template supporting platform that encorbelments of claim 1, its characterized in that: the second structural layer (3) is close to one end of bracing (8) and is pre-buried to have high strength bolt sleeve pipe (14), bracing (8) lower part end plate is connected with second structural layer (3) through high strength bolt, bracing (8) upper portion end plate is connected with second crossbeam (7) through ordinary bolt.

5. The roofing high altitude structure template supporting platform that encorbelments of claim 1, its characterized in that: the first cross beam (6) is fixedly connected with the second cross beam (7) through electric welding, and the first cross beam (6) and the embedded part (5) on the third structural layer (4) are welded through double-sided electric welding.