CN215331337U

CN215331337U - Overhanging type steel scaffold in high-rise building

Info

Publication number: CN215331337U
Application number: CN202120532426.7U
Authority: CN
Inventors: 吴勇海; 庞林川; 阳远
Original assignee: China Construction Second Engineering Bureau Co Ltd
Current assignee: China Construction Second Engineering Bureau Co Ltd
Priority date: 2021-03-15
Filing date: 2021-03-15
Publication date: 2021-12-28
Anticipated expiration: 2031-03-15

Abstract

The utility model discloses an overhanging type steel scaffold in a high-rise building, which comprises a wall body, wherein reinforcing devices are fixedly arranged on one side of the middle part and one side of the bottom part of the wall body, each reinforcing device comprises a first beam body, two first thread grooves, two first bolt seats, two first threaded rods and a reinforcing plate, the two first beam bodies are respectively and fixedly arranged on one side of the middle part and one side of the bottom part of the wall body, and the inner walls of the tops and the inner walls of the bottoms of the two first beam bodies are respectively provided with the first thread grooves, so that the steel scaffold has the beneficial effects that: the first threaded rod is in threaded connection with the first bolt seat, the second threaded rod is in threaded connection with the second threaded groove, and the support steel pipe slides at the bottom end of the sliding groove, so that the steel scaffold has multiple fixed supporting points when in use, and is higher in stability; the anti-skid balls and the anti-skid adhesive tapes prevent constructors from being damaged by sliding, so that the safety construction of the constructors is guaranteed; a plurality of iron wire protection network can effectually prevent that constructor from falling.

Description

Overhanging type steel scaffold in high-rise building

Technical Field

The utility model relates to a scaffold, in particular to an overhanging type steel scaffold in a high-rise building, and belongs to the technical field of building construction.

Background

For a long time, the construction of high-rise building engineering generally needs to adopt overhanging scaffolds, a frame body is located on overhanging section steel, the section steel mostly adopts I-shaped steel, the I-shaped steel passes through a wall body, the I-shaped steel completely passes through the wall body, a through hole needs to be reserved for the construction of a layer shear wall, the existing scaffolds are connected through only one high-strength bolt, a standby bolt is not used, meanwhile, the safety is low, a pull rod in the scaffold needs to be made of special steel, and the technical popularization is not facilitated.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an overhanging type steel scaffold in a high-rise building, and aims to solve the problems that the existing scaffold in the background technology is low in safety and not beneficial to technical popularization.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a shaped steel scaffold frame of encorbelmenting among high-rise building, includes the wall body, one side at wall body middle part and one side of bottom are all fixed and are equipped with reinforcing apparatus, two reinforcing apparatus all includes first roof beam body, two first thread grooves, two first bolt seats, two first threaded rods and gusset plate, two first roof beam body is fixed the setting respectively and is in one side at wall body middle part and one side of bottom, two first thread grooves have all been seted up to the inner wall at first roof beam body top and the inner wall of bottom, the inner wall at the middle part of wall body and the inner wall of bottom all are fixed and are equipped with two first bolt seats, four the equal threaded connection of inner wall of first bolt seat has first threaded rod, and threaded connection has the gusset plate between two first threaded rods of each side, one of them one side of gusset plate is fixed and is equipped with the support body device, the support body device includes two second thread grooves, Two second threaded rods, steel sheet, a plurality of pole setting, a plurality of horizontal pole and a plurality of buckle, two the second thread groove is seted up respectively at one of them both sides side of the first roof beam body, two the equal threaded connection of inner wall of second thread groove has the second threaded rod, two one side threaded connection of second threaded rod has the steel sheet, the fixed a plurality of pole setting that is equipped with in top equidistance of steel sheet, two of every one side all be connected with the horizontal pole, a plurality of through the buckle block between the pole setting the buckle is fixed the both sides that set up at a plurality of horizontal pole respectively, the fixed second roof beam body that is equipped with in one side at wall body top, the fixed second bolt seat that is equipped with in one side of the second roof beam body, the inner wall threaded connection of second bolt seat has the third threaded rod, third threaded rod threaded connection is in one of them the top of pole setting.

As a preferable technical scheme of the utility model, the middle part of the other reinforcing plate is provided with a sliding chute, the inner wall of the sliding chute is connected with a supporting steel pipe in a sliding manner, and one end of the supporting steel pipe is fixedly connected with the bottom end of the steel plate.

As a preferable technical solution of the present invention, a rotary plate is fixedly provided at one side of the third threaded rod.

As a preferable technical scheme of the utility model, the surface of the steel plate is provided with a plurality of anti-skid balls.

As a preferred technical scheme of the utility model, a plurality of iron wire protective nets are fixedly arranged among a plurality of upright posts.

As a preferable technical scheme of the utility model, a plurality of anti-skid adhesive tapes are arranged on the surfaces of a plurality of cross rods.

Compared with the prior art, the utility model has the beneficial effects that: according to the overhanging type steel scaffold in the high-rise building, the first threaded rod is in threaded connection with the first bolt seat, the second threaded rod is in threaded connection with the second threaded groove, and the support steel pipe slides at the bottom end of the sliding groove, so that the steel scaffold has multiple fixed supporting points when in use, and is higher in stability; the anti-skid balls and the anti-skid adhesive tapes prevent constructors from being damaged by sliding, so that the safety construction of the constructors is guaranteed; a plurality of iron wire protection network can effectually prevent that constructor from falling.

Drawings

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

FIG. 2 is a schematic cross-sectional view of the present invention;

FIG. 3 is a schematic view of a partial cross-sectional structure of the present invention;

fig. 4 is an enlarged schematic view of the structure at a in fig. 2 according to the present invention.

In the figure: 1. a wall body; 2. a reinforcement device; 21. a first beam body; 22. a first thread groove; 23. a first bolt seat; 24. a first threaded rod; 25. a reinforcing plate; 3. a frame device; 31. a second thread groove; 32. a second threaded rod; 33. a steel plate; 34. erecting a rod; 35. a cross bar; 36. buckling; 4. a second beam body; 5. a second bolt seat; 6. a third threaded rod; 7. a chute; 8. supporting the steel pipe; 9. a turntable; 10. iron wire protection network.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides an overhanging type steel scaffold in a high-rise building, comprising a wall 1, wherein reinforcing devices 2 are fixedly arranged on one side of the middle portion and one side of the bottom portion of the wall 1, each of the two reinforcing devices 2 comprises a first beam 21, two first thread grooves 22, two first bolt seats 23, two first thread rods 24 and a reinforcing plate 25, the two first beams 21 are respectively and fixedly arranged on one side of the middle portion and one side of the bottom portion of the wall 1, the first thread grooves 22 are respectively arranged on the inner walls of the top portions and the inner walls of the bottom portions of the two first beams 21, the two first bolt seats 23 are respectively and fixedly arranged on the inner walls of the middle portion and the inner walls of the bottom portion of the wall 1, the first thread rods 24 are respectively connected to the inner walls of the four first bolt seats 23, the reinforcing plate 25 is respectively connected to the two first thread rods 24 on each side, one side of the reinforcing plate 25 is fixedly arranged with a frame body device 3, the frame body device 3 comprises two second thread grooves 31, two second threaded rods 32 and a steel plate 33, a plurality of pole setting 34, a plurality of horizontal pole 35 and a plurality of buckle 36, two second thread grooves 31 are seted up respectively at the both sides side of one of them first roof beam body 21, the equal threaded connection in inner wall of two second thread grooves 31 has second threaded rod 32, one side threaded connection of two second threaded rod 32 has steel sheet 33, the fixed a plurality of pole setting 34 that is equipped with in top equidistance of steel sheet 33, all be connected with horizontal pole 35 through the buckle 36 block between two pole settings 34 of every side, a plurality of buckle 36 is fixed the both sides that set up at a plurality of horizontal pole 35 respectively, the fixed second roof beam body 4 that is equipped with in one side at 1 top of wall body, the fixed second bolt seat 5 that is equipped with in one side of second roof beam body 4, the inner wall threaded connection of second bolt seat 5 has third threaded rod 6, the top of 6 threaded connection of third threaded rod in one of them pole setting 34.

Preferably, the middle part of the other reinforcing plate 25 is provided with a sliding chute 7, the inner wall of the sliding chute 7 is connected with a supporting steel pipe 8 in a sliding manner, and one end of the supporting steel pipe 8 is fixedly connected to the bottom end of the steel plate 33, so that the steel scaffold is higher in stability when in use; a rotary table 9 is fixedly arranged on one side of the third threaded rod 6, so that a constructor can conveniently rotate the third threaded rod 6; the surface of the steel plate 33 is provided with a plurality of anti-skid balls, so that the friction force of the surface of the steel plate 33 is increased, and constructors are prevented from being injured by sliding; a plurality of iron wire protective nets 10 are fixedly arranged among the upright posts 34, so that constructors are prevented from falling and falling during construction; the surfaces of the cross bars 35 are provided with a plurality of anti-slip tapes, so that the cross bars 35 are convenient for constructors to support.

When the cantilever type steel scaffold in a high-rise building is used, firstly, a plurality of cross rods 35 and a plurality of upright posts 34 are fixed through a plurality of buckles 36, then, a sliding support steel pipe 8 slides to the bottom end of a sliding groove 7 to enable the supporting steel pipe 8 to be fixed obliquely, two reinforcing plates 25 are respectively fixed on one side of two first beam bodies 21 through threaded connection of two first threaded rods 24 and two first bolt seats 23, then, a rotary table 9 is rotated to lock a third threaded rod 6 and a second bolt seat 5, so that the stability of the upright posts 34 is higher, then, two second threaded rods 32 are rotated to enable a steel plate 33 to be fixedly connected to one side of one reinforcing plate 25, the stability is higher when the steel scaffold is used through multiple fixing, when a constructor uses the steel scaffold to construct, an iron wire protective net 10 can effectively prevent the constructor from falling, and a plurality of anti-slip balls and a plurality of anti-slip adhesive tapes are convenient for the constructor to construct safely, preventing sliding injury.

In the description of the present invention, it is to be understood that the indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings and are only for convenience in describing the present invention and simplifying the description, but are not intended to indicate or imply that the indicated devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be construed as limiting the present invention.

In the present invention, unless otherwise explicitly specified or limited, for example, it may be fixedly attached, detachably attached, or integrated; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The cantilever type steel scaffold in the high-rise building comprises a wall body (1) and is characterized in that reinforcing devices (2) are fixedly arranged on one side of the middle part and one side of the bottom part of the wall body (1), each reinforcing device (2) comprises a first beam body (21), two first thread grooves (22), two first bolt seats (23), two first threaded rods (24) and a reinforcing plate (25), the two first beam bodies (21) are respectively and fixedly arranged on one side of the middle part and one side of the bottom part of the wall body (1), the first thread grooves (22) are respectively arranged on the inner walls of the top part and the inner walls of the bottom part of the two first beam bodies (21), the two first bolt seats (23) are fixedly arranged on the inner walls of the middle part and the inner walls of the bottom part of the wall body (1), the inner walls of the four first bolt seats (23) are all in threaded connection with the first threaded rods (24), a reinforcing plate (25) is in threaded connection between the two first threaded rods (24) on each side, one side of one reinforcing plate (25) is fixedly provided with a frame body device (3), the frame body device (3) comprises two second threaded grooves (31), two second threaded rods (32), a steel plate (33), a plurality of vertical rods (34), a plurality of cross rods (35) and a plurality of buckles (36), the two second threaded grooves (31) are respectively arranged on two side sides of one of the first beam bodies (21), the inner walls of the two second threaded grooves (31) are in threaded connection with the second threaded rods (32), one side of the two second threaded rods (32) is in threaded connection with the steel plate (33), the top end of the steel plate (33) is equidistantly fixedly provided with the plurality of vertical rods (34), the cross rods (35) are clamped and connected between the two vertical rods (34) on each side through the buckles (36), a plurality of buckle (36) is the fixed both sides that set up in a plurality of horizontal pole (35) respectively, one side at wall body (1) top is fixed and is equipped with second roof beam body (4), one side of second roof beam body (4) is fixed and is equipped with second bolt seat (5), the inner wall threaded connection of second bolt seat (5) has third threaded rod (6), third threaded rod (6) threaded connection is in one of them the top of pole setting (34).

2. The overhanging type steel scaffold in a high-rise building according to claim 1, wherein: and the other reinforcing plate (25) is provided with a sliding groove (7) in the middle, the inner wall of the sliding groove (7) is connected with a supporting steel pipe (8) in a sliding manner, and one end of the supporting steel pipe (8) is fixedly connected to the bottom end of the steel plate (33).

3. The overhanging type steel scaffold in a high-rise building according to claim 1, wherein: and a turntable (9) is fixedly arranged on one side of the third threaded rod (6).

4. The overhanging type steel scaffold in a high-rise building according to claim 1, wherein: the surface of the steel plate (33) is provided with a plurality of anti-skid balls.

5. The overhanging type steel scaffold in a high-rise building according to claim 1, wherein: a plurality of iron wire protective nets (10) are fixedly arranged between the vertical rods (34).

6. The overhanging type steel scaffold in a high-rise building according to claim 1, wherein: the surfaces of the cross rods (35) are provided with a plurality of anti-skid adhesive tapes.