CN218028872U

CN218028872U - Suspension type scaffold frame corner girder steel bearing structure

Info

Publication number: CN218028872U
Application number: CN202222179485.8U
Authority: CN
Inventors: 胡良辉
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-08-18
Filing date: 2022-08-18
Publication date: 2022-12-13
Anticipated expiration: 2032-08-18

Abstract

The utility model relates to a suspension type scaffold frame technical field, and a suspension type scaffold frame corner girder steel bearing structure is disclosed, including building wall and main girder steel, the position is provided with installation mechanism between main girder steel and the building wall, main girder steel below is provided with the supporting mechanism who is used for the supporting role, through setting up installation mechanism, when needs installation main girder steel, cup joint the left and right sides recess of main girder steel at two sets of limiting plates, two sets of limiting plates of four group's fixed plate cooperation carry out the centre gripping to main girder steel again and fix, it is stable fixed to be about to carry out between the rear end of main girder steel and the building wall outside wall, the front end of main girder steel is through supporting mechanism and building wall outside wall corresponding position and is stabilized fixedly, when needs demolish main girder steel, through demolising the nut on pre-buried steel cable on the ring and four first bolts of group and two sets of second bolts, can be with main girder steel, installation mechanism and bearing structure demolish from building wall, and can not cause destruction to building wall.

Description

Suspension type scaffold frame corner girder steel bearing structure

Technical Field

The utility model relates to a suspension type scaffold frame technical field especially relates to a suspension type scaffold frame angle steel roof beam bearing structure.

Background

Along with the continuous acceleration of the urbanization process and the continuous development of economy, city infrastructure is as well as fierce, the safety of a high-rise building construction scaffold as an important project is always the focus of attention of engineering technicians in construction, china always carries out a safety first and pre-main policy on the safety work of the construction engineering, each construction enterprise works on the safety work in construction, particularly the safety of the scaffold, the existing suspension type scaffold mostly needs to be installed through a wall, the structures such as concrete walls, beams, plates and the like are damaged, the phenomenon of water seepage and leakage of an outer wall is easily caused, the construction quality of a main body structure is influenced, meanwhile, indoor steel beams also hinder the cleaning of construction waste and the walking of constructors, and therefore, a novel suspension type scaffold rotating angle beam supporting structure which protects the wall body structure of a building and is convenient to dismantle is needed.

Therefore, a supporting structure of the corner steel beam of the suspended scaffold is provided.

SUMMERY OF THE UTILITY MODEL

The utility model mainly solves the technical problem existing in the prior art and provides a suspension type scaffold corner steel beam supporting structure.

In order to realize above-mentioned purpose, the utility model discloses a following technical scheme, a suspension type scaffold frame corner girder steel bearing structure, including building wall and main girder steel, building wall is inside pre-buried to have the pre-buried ring that is used for the fixed action, four first bolts of group and two sets of second bolts, main girder steel is the I shape, main girder steel is horizontal state and places on the outer lateral wall face of building wall and corresponds with four first bolt positions of group, the position is provided with installation mechanism between main girder steel and the building wall, main girder steel passes through installation mechanism and the outer lateral wall face fixed connection of building wall, installation mechanism includes mounting panel and four fixed plates of group, main girder steel rear end corresponds position fixed connection through welded mode and mounting panel front side wall face, main girder steel below is provided with the supporting mechanism who is used for the supporting action, supporting mechanism includes horizontal girder steel, vertical girder steel and two sets of slant girder steel, supporting mechanism is by horizontal girder steel, the support frame that the both ends mutual fixed connection of vertical girder steel and two sets of slant girder steel formed the trapezoidal shape.

Preferably, the embedded ring is located at the uppermost position, the four groups of first bolts are located under the embedded ring and are distributed on the building wall in a rectangular state, and the two groups of second bolts are located under the four groups of first bolts and are uniformly distributed on the building wall in the vertical direction.

As preferred, the lateral wall face runs through to set up four groups of through-holes and the position corresponds with four groups of first bolt positions before the mounting panel, and the mounting panel cup joints on four groups of first bolt outer wall faces and through four groups of nuts and building wall body outer lateral wall face fixed connection, and lateral wall face symmetry is provided with two sets of limiting plates that are the horizontality before the mounting panel, and two sets of limiting plates are that a lateral wall face symmetry of state mutually away from is provided with four groups of spliced poles that are the vertical state, and mounting panel, two sets of limiting plates and four groups of spliced poles are integrated into one piece.

Preferably, the two groups of limiting plates are respectively inserted into grooves on the left side and the right side of the main steel beam, eight groups of vertical bolt columns are symmetrically and fixedly connected to the upper side wall surface and the lower side wall surface of the four groups of connecting columns, the four groups of fixing plates are horizontally placed on the rear sides of the upper side wall surface and the lower side wall surface of the main steel beam, eight groups of through holes are formed in the top side wall surfaces of the four groups of fixing plates in a penetrating mode and correspond to the eight groups of bolt columns in position, the four groups of fixing plates are sleeved on the eight groups of bolt columns and are fixedly connected with the eight groups of bolt columns through eight groups of nuts, and the four groups of fixing plates are matched with the two groups of limiting plates to clamp and fix the main steel beam.

Preferably, the horizontal steel beam is placed in a horizontal state, the horizontal steel beam face is fixedly connected with the front side of the bottom side wall face of the main steel beam in a welding mode, the vertical steel beam is placed on the outer side wall face of the building wall in a vertical state, two groups of through holes are formed in the front side wall face of the vertical steel beam and correspond to the two groups of second bolts in position, and the vertical steel beam is sleeved on the outer wall face of the two groups of second bolts and is fixedly connected with the outer side wall face of the building wall through two groups of nuts.

Preferably, the left side wall surface and the right side wall surface of the transverse steel beam are symmetrically and regularly connected with the outer side wall surfaces of the vertical ends of four groups of L-shaped clamping blocks, the horizontal ends of the four groups of L-shaped clamping blocks are respectively clamped on the bottom side positions of the inner cavities of the grooves on the left side and the right side of the main steel beam, two groups of auxiliary steel beams for strengthening the stability of the structure are fixedly connected inside the supporting mechanism, and the two groups of auxiliary steel beams divide the inside of the supporting mechanism into three triangular shapes.

Preferably, a rope ring is fixedly connected to the front side position of the bottom side wall surface of the transverse steel beam, a steel rope is arranged between the embedded ring and the rope ring, one end, close to the rope ring, of the steel rope is sequentially arranged at the front side position of the top side wall surface of the main steel beam, the bottom side wall surface of the transverse steel beam and an inner hole of the rope ring, then the main steel beam and the transverse steel beam are bound together, and one end, far away from the rope ring, of the steel rope is fixedly connected with the embedded ring.

Advantageous effects

The utility model provides a suspension type scaffold frame angle steel roof beam bearing structure. The method has the following beneficial effects:

(1) This suspension type scaffold frame corner girder steel bearing structure, through setting up installation mechanism, when main girder steel needs to be installed, cup joint the left and right sides recess of main girder steel at two sets of limiting plates, two sets of limiting plates of four group's fixed plate cooperations are fixed with the centre gripping to main girder steel again, and weld main girder steel rear end and the mounting panel front side wall face corresponding position, be about for stabilizing between the rear end of main girder steel and the building wall body outer side wall face and fix, the front end of main girder steel is through supporting mechanism and building wall body outer side wall face corresponding position and stabilize fixedly, and the steel cable further strengthens the front end of main girder steel and the building wall body outer side wall face corresponding position fixed stability between through with pre-buried ring fixed connection, when needing to demolish main girder steel, through demolising the steel cable on the pre-buried ring and the nut on four groups of first bolts and two sets of second bolts, can be with main girder steel, installation mechanism and bearing structure demolish from the building wall body, and can not cause destruction to the building wall body, and easy and convenient operation, be convenient for popularization of this equipment.

(2) This suspension type scaffold frame corner girder steel bearing structure, through setting up L type fixture block, because horizontal girder steel left and right sides wall face symmetry regulation is connected with the vertical end outside wall of four groups L type fixture blocks, the horizontal end difference joint of four groups L type fixture blocks is on main girder steel left and right sides recess inner chamber bottom side position, and the steel cable closes on the one end of rope ring and loops through the top side wall front side position of main girder steel, bind main girder steel and horizontal girder steel together behind the bottom side wall of horizontal girder steel and the hole of rope ring, further strengthen the fixed stability between horizontal girder steel and the main girder steel, reinforcing user's security.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.

The structure, proportion, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and the modification of any structure, the change of proportion relation or the adjustment of size all fall within the scope which can be covered by the technical content disclosed by the present invention without affecting the efficacy and the purpose which can be achieved by the present invention.

FIG. 1 is a perspective view of a supporting structure of a suspension scaffold angle steel beam of the present invention;

FIG. 2 is a perspective view of the pre-buried ring of the present invention;

fig. 3 is an enlarged perspective view of the utility model a;

FIG. 4 is a perspective view of the mounting mechanism of the present invention;

fig. 5 is a perspective view of the supporting mechanism of the present invention.

Illustration of the drawings: 10. building a wall body; 11. pre-embedding a ring; 12. a first bolt; 13. a second bolt; 14. a main steel beam; 15. mounting a plate; 16. a limiting plate; 17. connecting columns; 18. a bolt column; 19. a fixing plate; 20. a transverse steel beam; 21. a vertical steel beam; 22. an oblique steel beam; 23. an L-shaped fixture block; 24. a rope loop; 25. a steel cord.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.

A suspension type scaffold corner steel beam supporting structure, as shown in fig. 1-5, comprising a building wall 10 and a main steel beam 14, characterized in that: an embedded ring 11 for fixing, four groups of first bolts 12 and two groups of second bolts 13 are embedded in the building wall 10, the embedded ring 11 is located at the uppermost position, the four groups of first bolts 12 are located under the embedded ring 11 and are distributed on the building wall 10 in a rectangular state, the two groups of second bolts 13 are located under the four groups of first bolts 12 and are uniformly distributed on the building wall 10 in a vertical direction, a main steel beam 14 is in an I shape, the main steel beam 14 is horizontally placed on the outer side wall surface of the building wall 10 and corresponds to the four groups of first bolts 12 in position, a mounting mechanism is arranged between the main steel beam 14 and the building wall 10, the main steel beam 14 is fixedly connected with the outer side wall surface of the building wall 10 through the mounting mechanism, the mounting mechanism comprises a mounting plate 15 and four groups of fixing plates 19, the rear end of the main steel beam 14 is fixedly connected with the corresponding position of the front side wall surface of the mounting plate 15 in a welding manner, four sets of through holes are formed in the front side wall surface of the mounting plate 15 in a penetrating manner and correspond to the four sets of first bolts 12 in position, the mounting plate 15 is sleeved on the outer wall surface of the four sets of first bolts 12 and is fixedly connected with the outer side wall surface of the building wall 10 through four sets of nuts, two sets of limiting plates 16 in a horizontal state are symmetrically arranged on the front side wall surface of the mounting plate 15, four sets of connecting columns 17 in a vertical state are symmetrically arranged on one side wall surface of each of the two sets of limiting plates 16 in an opposite state, the mounting plate 15, the two sets of limiting plates 16 and the four sets of connecting columns 17 are integrally formed, eight sets of bolt columns 18 in a vertical state are symmetrically and fixedly connected with the upper side wall surface and the lower side wall surface of the four sets of connecting columns 17, the two sets of limiting plates 16 are respectively inserted into grooves on the left side and the right side of the main steel beam 14, four sets of fixing plates 19 are horizontally arranged on the rear side surfaces of the upper side wall surface and the lower side wall surface of the main steel beam 14, eight sets of fixing plates 19 are provided with through holes in a penetrating manner and correspond to the eight sets of bolt columns 18 in position, four groups of fixing plates 19 are sleeved on eight groups of bolt columns 18 and are fixedly connected with the eight groups of bolt columns 18 through eight groups of nuts, the four groups of fixing plates 19 are matched with two groups of limiting plates 16 to clamp and fix the main steel beam 14, a supporting mechanism for supporting is arranged below the main steel beam 14, the supporting mechanism comprises a transverse steel beam 20, a vertical steel beam 21 and two groups of oblique steel beams 22, the supporting mechanism is formed by mutually and fixedly connecting two ends of the transverse steel beam 20, the vertical steel beam 21 and the two groups of oblique steel beams 22 into a ladder-shaped supporting frame, the transverse steel beam 20 is horizontally arranged, the surface of the transverse steel beam 20 is fixedly connected with the front side position of the bottom side wall surface of the main steel beam 14 in a welding mode, the vertical steel beam 21 is vertically arranged on the outer side wall surface of the building wall 10, two groups of through holes are arranged on the front surface of the vertical steel beam 21 and correspond to the positions of two groups of second bolts 13, the vertical steel beams 21 are sleeved on the outer wall surfaces of the two groups of second bolts 13 and are fixedly connected with the outer wall surface of the building wall 10 through two groups of nuts, the outer wall surfaces of the vertical ends of the four groups of L-shaped fixture blocks 23 are symmetrically and fixedly connected with the outer wall surfaces of the left side and the right side of the transverse steel beam 20, the horizontal ends of the four groups of L-shaped fixture blocks 23 are respectively clamped on the bottom side positions of the groove inner cavities on the left side and the right side of the main steel beam 14, two groups of auxiliary steel beams with stable reinforcing structures are fixedly connected inside the supporting mechanism, the two groups of auxiliary steel beams divide the inside of the supporting mechanism into three triangular shapes, the rope ring 24 is fixedly connected on the front side position of the bottom side wall surface of the transverse steel beam 20, a steel rope 25 is arranged between the embedded ring 11 and the rope ring 24, one end of the steel rope 25 close to the rope ring 24 sequentially passes through the front side position of the top side wall surface of the main steel beam 14, the bottom side wall surface of the transverse steel beam 20 and the inner hole of the rope ring 24 and then binds the main steel beam 14 and the transverse steel beam 20 together with the transverse steel beam 20, one end of the steel rope 25 far away from the rope ring 24 is fixedly connected with the embedded ring 11.

The utility model discloses suspension type scaffold frame corner girder steel bearing structure's theory of operation: by arranging the mounting mechanism, when the main steel beams 14 need to be mounted, grooves on the left side and the right side of each main steel beam 14 are sleeved on the two sets of limiting plates 16, the four sets of fixing plates 19 are matched with the two sets of limiting plates 16 to clamp and fix the main steel beams 14, and the rear ends of the main steel beams 14 are welded with the corresponding positions of the front side wall surfaces of the mounting plate 15, that is, the rear ends of the main steel beams 14 are stably fixed with the outer side wall surfaces of the building wall 10, the front ends of the main steel beams 14 are stably fixed with the corresponding positions of the outer side wall surfaces of the building wall 10 through the supporting mechanisms, the steel ropes 25 are fixedly connected with the embedded rings 11 to further enhance the fixing stability between the front ends of the main steel beams 14 and the corresponding positions of the outer side wall surfaces of the building wall 10, when the main steel beams 14 need to be dismounted, the main steel beams 14, the mounting mechanism and the supporting structures can be dismounted from the building wall 10 through dismounting of the steel ropes 25 on the embedded rings 11 and the nuts on the four sets of the first bolts 12 and the two sets of second bolts 13, the main steel beams can not damage the building wall 10, the operation is simple and convenient, and the popularization of the device is convenient.

Through setting up L type fixture block 23, because horizontal girder steel 20 left and right sides wall symmetry regulation is connected with the vertical end outside wall of four groups of L type fixture block 23, the horizontal end of four groups of L type fixture block 23 is the joint respectively on main girder steel 14 left and right sides recess inner chamber bottom side position, and main girder steel 14 and horizontal girder steel 20 are binded together after the one end that steel cable 25 closes on rope ring 24 loops through the top side wall front side position of main girder steel 14, the bottom side wall face of horizontal girder steel 20 and the hole of rope ring 24, further strengthen the fixed stability between horizontal girder steel 20 and the main girder steel 14, reinforcing user's security.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a suspension type scaffold frame corner girder steel bearing structure, includes building wall (10) and main girder steel (14), its characterized in that: building wall (10) inside pre-buried have be used for the fixed action pre-buried ring (11), four groups of first bolt (12) and two sets of second bolt (13), main girder steel (14) are the I shape, main girder steel (14) are horizontal state and place on building wall (10) outside wall and correspond with four groups of first bolt (12) positions, the position is provided with installation mechanism between main girder steel (14) and building wall (10), main girder steel (14) are through installation mechanism and building wall (10) outside wall fixed connection, installation mechanism includes mounting panel (15) and four groups of fixed plate (19), main girder steel (14) rear end corresponds position fixed connection through welded mode and mounting panel (15) preceding side wall face, main girder steel (14) below is provided with the supporting mechanism who is used for the supporting action, the supporting mechanism includes horizontal girder steel (20), vertical girder steel (21) and two sets of slant girder steel (22), the supporting mechanism is by horizontal girder steel (20), the support frame of trapezoidal form is connected by the mutual fixed connection in the both ends of vertical girder steel (21) and two sets of slant girder steel (22).

2. A suspended scaffold corner steel beam support structure according to claim 1, in which: the embedded ring (11) is located at the uppermost position, the four groups of first bolts (12) are located under the embedded ring (11) and are distributed on the building wall (10) in a rectangular state, and the two groups of second bolts (13) are located under the four groups of first bolts (12) and are uniformly distributed on the building wall (10) in the vertical direction.

3. A suspended scaffold corner steel beam support structure according to claim 1, wherein: the lateral wall face runs through before mounting panel (15) and sets up four groups of through-holes and position and four groups of first bolt (12) position and correspond, mounting panel (15) cup joint on four groups of first bolt (12) outer wall and through four group's nuts and building wall (10) outside wall fixed connection, mounting panel (15) front side wall symmetry is provided with two sets of limiting plates (16) that are the horizontality, two sets of limiting plates (16) are a lateral wall symmetry of state mutually away and are provided with four group's spliced poles (17) that are the vertical state, mounting panel (15), two sets of limiting plates (16) and four group's spliced poles (17) are integrated into one piece.

4. A suspended scaffold corner steel beam support structure according to claim 3, wherein: the four-group steel beam fixing device is characterized in that two groups of limiting plates (16) are respectively inserted into grooves in the left side and the right side of a main steel beam (14), eight groups of vertical bolt columns (18) are symmetrically and fixedly connected to the upper side wall surface and the lower side wall surface of the four groups of connecting columns (17), four groups of horizontal fixing plates (19) are placed on the rear side positions of the upper side wall surface and the lower side wall surface of the main steel beam (14), eight groups of through holes are formed in the top side wall surfaces of the four groups of fixing plates (19) in a penetrating mode and correspond to the eight groups of bolt columns (18), the four groups of fixing plates (19) are sleeved on the eight groups of bolt columns (18) and are fixedly connected with the eight groups of bolt columns (18) through eight groups of nuts, and the four groups of fixing plates (19) are matched with the two groups of limiting plates (16) to clamp and fix the main steel beam (14).

5. A suspended scaffold corner steel beam support structure according to claim 1, in which: horizontal girder steel (20) are horizontal state and place, and horizontal girder steel (20) face is through welded mode and main girder steel (14) bottom side wall front side position fixed connection, and vertical girder steel (21) are vertical state and place on building wall (10) outside wall, and vertical girder steel (21) front side wall has been seted up two sets of through-holes and has been corresponded with two sets of second bolt (13) positions, and vertical girder steel (21) cup joint on two sets of second bolt (13) outer walls and through two sets of nuts and building wall (10) outside wall fixed connection.

6. The suspended scaffold corner steel beam support structure of claim 5, wherein: the horizontal steel beam (20) is characterized in that the left side wall surface and the right side wall surface of the horizontal steel beam (20) are symmetrically and regularly connected with the outer side wall surfaces of the vertical ends of four groups of L-shaped fixture blocks (23), the horizontal ends of the four groups of L-shaped fixture blocks (23) are respectively clamped on the bottom side positions of the inner cavities of the grooves in the left side and the right side of the main steel beam (14), two groups of auxiliary steel beams with stable reinforcing structures are fixedly connected inside the supporting mechanism, and the two groups of auxiliary steel beams divide the inside of the supporting mechanism into three triangular shapes.

7. A suspended scaffold corner steel beam support structure according to claim 6, wherein: fixedly connected with rope ring (24) on horizontal girder steel (20) bottom side wall face front side position, be provided with steel cable (25) between pre-buried ring (11) and rope ring (24), one end that steel cable (25) are close to rope ring (24) loops through the top side wall face front side position of main girder steel (14), bind main girder steel (14) and horizontal girder steel (20) together behind the bottom side wall face of horizontal girder steel (20) and the hole of rope ring (24), one end and pre-buried ring (11) fixed connection of rope ring (24) are kept away from in steel cable (25).