CN213329955U

CN213329955U - Flower basket diagonal rod type overhanging scaffold

Info

Publication number: CN213329955U
Application number: CN202021455776.XU
Authority: CN
Inventors: 袁仕林
Original assignee: Rugao Mengjia Mechanical Parts Co ltd
Current assignee: Rugao Mengjia Mechanical Parts Co ltd
Priority date: 2020-07-22
Filing date: 2020-07-22
Publication date: 2021-06-01
Anticipated expiration: 2030-07-22

Abstract

The utility model discloses a basket of flowers diagonal rod formula scaffold frame of encorbelmenting, including the major structure, the shaped steel support is installed to the lower extreme of major structure, and upper end one side of shaped steel support has a baseboard, the shaped steel support is connected with the pull rod through the baseboard, this the pull rod comprises upper segment pull rod and lower section pull rod, and is connected through basket of flowers sleeve subassembly between upper segment pull rod and the lower section pull rod, the one end of upper segment pull rod is connected with the major structure through the wall bolt, be provided with the scaffold board directly over the shaped steel support, and install the steel pipe above the scaffold board, install the safety net additional on the surface of steel pipe, the upper end of major structure just is located the top of wall bolt is provided with even wall spare, this basket of flowers diagonal rod formula scaffold frame of encorbelmenting, the cost is cheap; the adaptability is wide; the bearing capacity is strong; the assembly and disassembly are convenient; complex building structures are also suitable; the environment is protected, the device can be used repeatedly, the breakage rate is low, and the cost is saved.

Description

Flower basket diagonal rod type overhanging scaffold

Technical Field

The utility model relates to a scaffold technical field specifically is a flower basket diagonal rod formula scaffold frame of encorbelmenting.

Background

The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out. The scaffold is divided into an outer scaffold and an inner scaffold according to the erected positions; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form.

Traditional ordinary steel beam formula scaffold frame of encorbelmenting girder steel must pass through the outer wall, a lot of scaffold frame holes can be reserved to the outer wall, scaffold frame hole's repair work volume is big, and it probably causes the outer wall face seepage improperly to repair, the girder steel is shelved on the indoor structure floor simultaneously, influence interior wall is built by laying bricks or stones, secondary structure construction and building ground and other construction and the current not unblocked of stair position operating personnel who decorates the engineering, in order to solve above-mentioned ordinary shaped steel scaffold frame of encorbelmenting to the influence factor of engineering construction quality, can consider to adopt neotype "basket of flowers pull rod formula" scaffold frame of encorbelmenting.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model provides a flower basket diagonal rod formula scaffold frame of encorbelmenting. The utility model provides a following technical scheme: the utility model provides a flower basket diagonal rod formula scaffold frame of encorbelmenting, includes the major structure, the shaped steel support is installed to the lower extreme of major structure, and upper end one side of shaped steel support has the baseboard, the shaped steel support is connected with the pull rod through the baseboard, should the pull rod comprises upper segment pull rod and lower section pull rod, and is connected through basket of flowers sleeve subassembly between upper segment pull rod and the lower section pull rod, the one end of upper segment pull rod is connected with the major structure through wearing the wall bolt, be provided with the scaffold board directly over the shaped steel support, and the steel pipe is installed to the top of scaffold board, install the safety net additional on the surface of steel pipe, the upper end of major structure just is located the top of wearing the wall bolt is provided with even wall spare.

Preferably, the lower end of the upper section of pull rod is provided with threads, and the upper end of the lower section of pull rod is provided with threads.

Preferably, the anchoring of the inner side end of the main structure and the hanging support at the upper end of the steel pull rod is connected with a building by adopting anchor bolts, the number of the anchor bolts is not less than two, the number of the exposed nuts of the screw is not less than 3 and 10mm, and the size of the cushion plate is 60mm multiplied by 6 mm.

Preferably, the two ends of the pull rod are welded with lug plates and are fixed with the outer side end of the steel beam and a hanging support fixed on a building by bolts.

Preferably, the skirting board is welded with the upper end of the profile steel support.

Compared with the prior art, the utility model discloses possess following beneficial effect:

the flower basket diagonal rod type overhanging scaffold is low in cost; the adaptability is wide; the bearing capacity is strong; the assembly and disassembly are convenient; complex building structures are also suitable; the environment-friendly scaffold has the advantages of being environment-friendly, capable of being used repeatedly, low in breakage rate and capable of saving cost, effectively solving the problems that a traditional common steel beam type overhanging scaffold overhanging steel beam has to penetrate through an outer wall, a plurality of scaffold holes can be reserved in the outer wall, the repairing work amount of the scaffold holes is large, the leakage of the outer wall surface is likely to be caused due to improper repairing, meanwhile, the steel beam is placed on an indoor structure floor, the construction of indoor wall masonry, secondary structure construction and building ground and other decoration projects is influenced, and the passing of operators at stair parts is not smooth.

Drawings

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

in the figure: 1. a body structure; 2. a profile steel support; 3. an upper section pull rod; 4. a lower section pull rod; 5. a flower basket sleeve assembly; 6. a through-wall bolt; 7. a steel pipe; 8. a scaffold board; 9. skirting boards; 10. a safety net; 11. and a wall connecting piece.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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 work belong to the protection scope of the present invention.

Please refer to fig. 1, a flower basket diagonal rod type overhanging scaffold comprises a main body structure 1, a profile steel support 2 is installed at the lower end of the main body structure 1, a skirting board 9 is arranged on one side of the upper end of the profile steel support 2, the profile steel support 2 is connected with a pull rod through the skirting board 9, the pull rod is composed of an upper section pull rod 3 and a lower section pull rod 4, the upper section pull rod 3 is connected with the lower section pull rod 4 through a flower basket sleeve component 5, one end of the upper section pull rod 3 is connected with the main body structure 1 through a wall penetrating bolt 6, a scaffold plate 8 is arranged right above the profile steel support 2, a steel pipe 7 is installed above the scaffold plate 8, a safety net 10 is additionally installed on the outer surface of the steel pipe 7, and a wall connecting piece 11 is arranged at the upper end of the main body structure 1 and above the wall penetrating bolt 6.

The lower end of the upper section pull rod 3 is provided with threads, and the upper end of the lower section pull rod 4 is provided with threads.

The anchoring of the inner side end part of the main structure 1 and the hanging support at the upper end of the steel pull rod is connected with a building by adopting anchor bolts, the number of the anchor bolts is not less than two, the exposed nuts of the screw rods are not less than 3 and 10mm, and the size of the base plate is 60mm multiplied by 6 mm.

The two ends of the pull rod are welded with lug plates and are fixed with the outer side end of the steel beam and a hanging support fixed on a building by bolts.

The skirting board 9 is welded with the upper end of the section steel support 2.

When the basket diagonal draw bar type overhanging scaffold is used, a mechanical model of a section steel beam is a simply supported structure, and an outrigger penetrates through and is fixed on a main structure bearing beam or a shear wall through a high-strength bolt for a welded steel plate at one end of an I-steel.

The connection between the cantilever beam and the building adopts a heat-treated 8.8-grade high-strength bolt, and the diagonal draw type round steel pull rod is fixed on the upper main body structure; the diagonal draw bar, through steel sheet interconnect, by basket of flowers bolt tightening atress, constitute a triangle-shaped steel bearing system, can solve traditional ordinary steel beam type overhanging scaffold frame effectively and encorbelment the girder steel and must pass through the outer wall, a large amount of scaffold holes can be reserved to the outer wall, the repair work volume in scaffold holes is big, and repair improper probably causes the outer wall face seepage, the girder steel is shelved on indoor structure floor simultaneously, influence the interior wall body and build by laying bricks or stones, secondary structure construction and building ground and other construction and stair position operating personnel's current not unblocked scheduling problem of decorating the engineering.

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 invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a flower basket diagonal rod formula scaffold frame of encorbelmenting, includes major structure (1), its characterized in that: the lower end of the main structure (1) is provided with a profile steel support (2), one side of the upper end of the profile steel support (2) is provided with a skirting board (9), the profile steel support (2) is connected with the pull rod through the skirting board (9), the pull rod is composed of an upper section pull rod (3) and a lower section pull rod (4), the upper section pull rod (3) and the lower section pull rod (4) are connected through a flower basket sleeve component (5), one end of the upper section pull rod (3) is connected with the main body structure (1) through a wall bolt (6), a scaffold board (8) is arranged right above the section steel support (2), a steel pipe (7) is arranged above the scaffold board (8), a safety net (10) is additionally arranged on the outer surface of the steel pipe (7), and a wall connecting piece (11) is arranged at the upper end of the main body structure (1) and above the wall penetrating bolt (6).

2. The basket diagonal rod type overhanging scaffold of claim 1, wherein: the lower end of the upper section of pull rod (3) is provided with threads, and the upper end of the lower section of pull rod (4) is provided with threads.

3. The basket diagonal rod type overhanging scaffold of claim 1, wherein: the anchoring of the inner side end of the main structure (1) and the hanging support at the upper end of the steel pull rod is connected with a building by adopting anchor bolts, the number of the anchor bolts is not less than two, the exposed nuts of the screw rods are not less than 3 and 10mm, and the size of the base plate is 60mm multiplied by 6 mm.

4. The basket diagonal rod type overhanging scaffold of claim 1, wherein: the two ends of the pull rod are welded with lug plates and are fixed with the outer side end of the steel beam and a hanging support fixed on a building by bolts.

5. The basket diagonal rod type overhanging scaffold of claim 1, wherein: the skirting board (9) is welded with the upper end of the section steel support (2).