CN218508984U

CN218508984U - Flower basket type overhanging scaffold upright rod

Info

Publication number: CN218508984U
Application number: CN202222050572.3U
Authority: CN
Inventors: 李玉麒; 刘稳
Original assignee: China MCC17 Group Co Ltd
Current assignee: China MCC17 Group Co Ltd
Priority date: 2022-08-05
Filing date: 2022-08-05
Publication date: 2023-02-21
Anticipated expiration: 2032-08-05

Abstract

The utility model discloses a flower basket type overhanging scaffold pole setting relates to flower basket type overhanging scaffold field. In order to solve the problem that the vertical rod cannot be locked in the prior art, the vertical rod has no integrity and has certain potential safety hazard. The utility model provides a basket of flowers formula scaffold frame pole setting of encorbelmenting, includes the I-steel outrigger, set up two including the I-steel outrigger altogether, two I-steel outriggers set up in building subject, and the mid-mounting of I-steel outrigger has basket of flowers to pull rod to one side, and basket of flowers pulls rod to one side's the other end to connect on building subject, and the short reinforcement welding is on the I-steel outrigger, all has the pole setting through clamp piece formula square steel fixed mounting on the short reinforcement. This flower basket formula scaffold frame pole setting of encorbelmenting not only makes operating personnel more convenient and safety in the operation above, also can prevent the high altitude of some materials and fall, and the pole setting utilizes detachable clip formula square steel to consolidate, can carry out quick and stable fixing to the pole setting, has improved the holistic stability of device.

Description

Flower basket type overhanging scaffold upright rod

Technical Field

The utility model relates to a flower basket formula scaffold frame technical field that encorbelments specifically is a flower basket formula scaffold frame pole setting of encorbelmenting.

Background

In the rapid development of the building industry in China, the construction technology is also continuously improved, in a construction site, for the purpose of convenient operation of high-altitude vertical construction operation and guaranteeing the life safety of constructors, the problem of vertical transportation is solved, and various support protection systems, commonly called scaffolds, are erected outside a building main body. Application number is CN 202120896053.1's utility model provides a flower basket formula scaffold frame of encorbelmenting, through locking mechanism and stopper cooperation, the opposition pole carries out fast and stable fixed, improves stability, installation convenient operation, labour saving and time saving. However, the lower part of the vertical rod of the flower basket type overhanging scaffold is generally directly inserted into the fixed short steel bar for limiting, so that the vertical rod cannot be locked, and before the horizontal rod is not arranged, the vertical rod has no integrity, so that certain potential safety hazards exist.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a basket of flowers formula scaffold frame pole setting of encorbelmenting, it is more convenient and safe to have not only to make operating personnel in the operation above, also can prevent the high altitude of some materials and fall, the pole setting utilizes detachable clamp formula square steel to consolidate, can carry out quick and stable fixing to the pole setting, the holistic stability of device has been improved, installation convenient operation, time saving and labor saving has increased the safety of site operation, and can have enough to meet the need for a long time, the effect of popularization that can be extensive at building construction enterprise, can solve the problem among the prior art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a basket of flowers formula scaffold frame pole setting of encorbelmenting, includes I-steel outrigger, building subject and basket of flowers diagonal draw bar, the I-steel outrigger sets up two altogether, and two I-steel outriggers are the symmetry form and set up in building subject, and basket of flowers diagonal draw bar is all installed at the middle part of I-steel outrigger, and the basket of flowers diagonal draw bar is kept away from the one end of I-steel outrigger and is all connected on building subject, and every I-steel outrigger upper end all is provided with two pole settings and two stub bars, and two stub bars weld on the I-steel outrigger, all have the pole setting through clamp piece formula square steel fixed mounting on the stub bar, and clamp piece formula square steel includes square steel and high strength bolt.

Preferably, the two upright posts are connected through wall-hanging steel pipes, one ends of the wall-hanging steel pipes are connected with the building main body, scaffold cross rods are arranged on the wall-hanging steel pipes and used for supporting and paving steel fence pieces, and the short steel bars are symmetrical and horizontally vertical to the I-shaped steel cantilever beams.

Preferably, the vertical rods are steel pipes, the scaffold cross rods are horizontal steel pipes, the lower portions of the inner sides of the scaffold cross rods are provided with formworks, the upper portions of the scaffold cross rods are provided with slotted meshes, the outer sides of the scaffold cross rods are provided with foot baffles, one ends, far away from the building main body, of the steel fence pieces are provided with the foot baffles, and the inner sides of the steel fence pieces are provided with large pocket nets.

Preferably, one side of the square steel is a smooth surface, the other side of the square steel is a tiger tooth surface, bolt holes are formed in the two ends and the middle of the square steel, the two square steels form a group, and the bolt holes are symmetrically formed.

Preferably, the distance between the two vertical rods is 800mm, transverse horizontal wall connecting rod pieces are arranged at intervals of the two vertical rods, and steel pipes of the wall connecting rod pieces are embedded into the outer side structural beams when the floor concrete is poured.

Preferably, an aluminum safety net is installed at one end, far away from the building main body, of the I-shaped steel cantilever beam, the inner diameter of the vertical rod is larger than the diameter of the short steel bar, a foot blocking plate is arranged at one end, far away from the building main body, of the steel basketry sheet, the square steel is high-strength section steel with the wall thickness of 3mm, the width of 4cm and the height of 8cm, the high-strength bolt comprises a screw rod, a nut and a gasket, and the high-strength bolt is an M10 & lt 18 & gt type bolt.

Compared with the prior art, the beneficial effects of the utility model are as follows:

this basket type encorbelment scaffold pole setting, the steel basketry piece of laying on the scaffold horizontal pole, make operating personnel walk work on it more safe convenient, the fender sole of setting, the template, manger's net and big pocket net, not only make operating personnel more convenient and safe in the operation on it, also can prevent the high altitude of some materials and fall, the pole setting utilizes detachable clamp piece formula square steel to consolidate, can carry out quick and stable fixed to the pole setting, the holistic stability of device has been improved, installation convenient operation, time saving and labor saving, the safety of site operation has been increased, and can have enough to meet the need for a long time, can extensive popularization at construction enterprise.

Drawings

Fig. 1 is a schematic structural diagram of an embodiment of the present invention:

fig. 2 is a schematic cross-sectional view of fig. 1 of the present invention:

fig. 3 is the structure schematic diagram of the square steel and bolt connection of the utility model:

FIG. 4 is a schematic structural view of the square steel of the present invention;

fig. 5 is a schematic view of a part of the structure of the present invention.

In the figure: 1. a building body; 2. erecting a rod; 3. a steel basketry sheet; 4. a scaffold rail; 5. an aluminum safety net; 6. a basket diagonal draw bar; 7. h-shaped steel cantilever beams; 8. short reinforcing steel bars; 9. hanging wall steel pipes; 10. square steel; 11. tiger tooth surfaces; 12. a bolt eyelet; 13. high-strength bolt.

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.

In order to solve the technical problems that the lower part of the vertical rod of the existing flower basket type overhanging scaffold is generally limited by directly inserting the short steel bars which are fixed, the vertical rod cannot be locked, and the vertical rod has no integrity before the horizontal rod is not arranged, so that certain potential safety hazards exist, please refer to fig. 1 to 5, and the embodiment provides the following technical scheme:

a basket-type overhanging scaffold upright rod comprises two I-steel outriggers 7, a building main body 1 and basket diagonal draw bars 6, wherein the two I-steel outriggers 7 are symmetrically arranged on the building main body 1, the basket diagonal draw bars 6 are arranged in the middle of the I-steel outriggers 7, one ends, far away from the I-steel outriggers 7, of the basket diagonal draw bars 6 are connected to the building main body 1, the upper end of each I-steel outrigger 7 is provided with two upright rods 2 and two short steel bars 8, the two short steel bars 8 are welded on the I-steel outriggers 7, the short steel bars 8 are provided with upright rods 2, the two upright rods 2 are connected through wall hanging steel pipes 9, one ends of the wall hanging steel pipes 9 are connected with the building main body 1, the wall hanging steel pipes 9 are provided with scaffold cross rods 4, the short steel bars 8 are symmetrically and horizontally vertical to the I-steel outriggers 7, the steel pipes 2 are steel pipes, the scaffold cross rods 4 are used for supporting and laying basketry sheets 3, the scaffold cross rod 4 is a horizontal steel pipe, a formwork is arranged at the lower part of the inner side of the scaffold cross rod 4, a slotted net is arranged at the upper part of the scaffold cross rod 4, a foot baffle is arranged at the outer side of the scaffold cross rod 4, the upright rods 2 are fixed through clip type square steel, the clip type square steel comprises square steel 10 and high-strength bolts 13, the square steel 10 is high-strength section steel with the wall thickness of 3mm, the width of 4cm and the height of 8cm, the high-strength bolts 13 comprise screw rods, nuts and gaskets, the high-strength bolts 13 adopt bolts of M10 18 type, one side of the square steel 10 is a smooth surface, the other side is a tiger tooth surface 11, bolt holes 12 are arranged at two ends and the middle position of the square steel 10, the two square steels 10 form a group, the bolt holes 12 are symmetrically arranged, the distance between the two upright rods 2 is 800mm, transverse horizontal wall connecting rod pieces are arranged at every two upright rods 2, the steel pipe of the wall connecting piece is pre-embedded into an outer side structural beam when building face concrete is poured, an aluminum safety net 5 is installed at one end, far away from the building main body 1, of the I-shaped steel cantilever beam 7, the inner diameter of the vertical rod 2 is larger than the diameter of the short steel bar 8, a foot baffle plate is arranged at one end, far away from the building main body 1, of the steel basketry sheet 3, and a large tuck net is arranged on the inner side of the steel basketry sheet 3.

Specifically, before the vertical rod 2 is inserted into the short steel bar 8, the square steel 10 is placed on two sides of the short steel bar 8, the high-strength bolts 13 are screwed, so that the distance between the square steel 10 is larger than the diameter of the vertical rod 2 by about 5mm, the high-strength bolts 13 beside the vertical rod 2 are immediately screwed when the vertical rod 2 is inserted into the short steel bar 8, and after the vertical rod 2 on the other side is inserted, the high-strength bolts 13 on the two rest positions are fastened, so that the vertical rod 2 has certain integrity and fixity before being horizontally horizontal, and the site construction safety is greatly improved.

In conclusion, in the flower basket type overhanging scaffold upright rod, the bolt holes 12 on the square steel 10 are symmetrically arranged and are larger than the screw rod by about 1mm, so that the thread penetration and the reinforcement are convenient, the upright rod 2 is more stably fixed, the steel basketry sheet 3 laid on the scaffold cross rod 4 ensures that an operator can walk on the upright rod more safely and conveniently, the formwork arranged at the lower part of the inner side of the steel basketry sheet 3 is sealed to be used for hard protection, and the horse slot net arranged at the upper part of the steel basketry sheet 3 is used for soft protection; the outside of steel basketry piece 3 is equipped with the fender sole, 3 inboards of cooperation steel basketry piece set up big pocket net, can effectually prevent that the object from falling the one deck down between the floor, make operating personnel more convenient and safety in the operation above, the aluminium system safety net 5 that the outside of I-steel outrigger 7 set up, accomplish hard protection, pole setting 2 utilizes detachable clamp formula square steel to consolidate, can carry out quick and stable fixed to pole setting 2, the holistic stability of device has been improved, installation convenient operation, time saving and labor saving, the safety of site operation has been increased, and can have enough to meet the need for a long time, can extensive popularization at construction enterprise.

It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

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 formula scaffold frame pole setting of encorbelmenting, includes I-steel outrigger (7), building subject (1) and flower basket diagonal draw bar (6), its characterized in that: i-steel outrigger (7) set up two altogether, two I-steel outriggers (7) are the symmetry form and set up on building subject (1), basket diagonal draw bar (6) are all installed at the middle part of I-steel outrigger (7), the basket diagonal draw bar (6) are kept away from the one end of I-steel outrigger (7) and are all connected on building subject (1), every I-steel outrigger (7) upper end all is provided with two pole settings (2) and two short reinforcement (8), two short reinforcement (8) welding are on I-steel outrigger (7), all there are pole setting (2) through clamp piece formula square steel fixed mounting on short reinforcement (8), the clamp piece formula square steel includes square steel (10) and high strength bolt (13).

2. The flower basket type overhanging scaffold upright rod of claim 1, wherein: the two upright posts (2) are connected through wall hanging steel pipes (9), one end of each wall hanging steel pipe (9) is connected with the building main body (1), scaffold cross rods (4) are arranged on the wall hanging steel pipes (9), the scaffold cross rods (4) are used for supporting and paving steel basketries (3), and the short steel bars (8) and the I-shaped steel cantilever beams (7) are symmetrical and are horizontally vertical.

3. The pole of the flower-basket type overhanging scaffold of claim 2, wherein: the novel scaffold is characterized in that the vertical rods (2) are steel pipes, the scaffold cross rods (4) are horizontal steel pipes, the lower portions of the inner sides of the scaffold cross rods (4) are provided with formworks, a slotted link is arranged on the upper portions of the scaffold cross rods (4), a foot baffle is arranged on the outer side of each scaffold cross rod (4), one end, far away from the building main body (1), of each steel fence piece (3) is provided with the foot baffle, and a large pocket net is arranged on the inner side of each steel fence piece (3).

4. The pole of the flower-basket type overhanging scaffold of claim 3, wherein: one side of the square steel (10) is a smooth surface, the other side of the square steel is provided with a tiger tooth surface (11), bolt holes (12) are formed in the two ends and the middle of the square steel (10), the two square steel (10) form a group, and the bolt holes (12) are symmetrically arranged.

5. The flower basket type overhanging scaffold upright rod of claim 1, which is characterized in that: the distance between two pole settings (2) is 800mm, and every two pole settings (2) are provided with horizontal wall connecting rod spare, and the steel pipe of wall connecting rod spare is pre-buried in the outside structural beam when pouring floor concrete.

6. The flower basket type overhanging scaffold upright rod of claim 1, which is characterized in that: one end, far away from the building main body (1), of the I-shaped steel cantilever beam (7) is provided with an aluminum safety net (5), the inner diameter of the vertical rod (2) is larger than the diameter of the short steel bar (8), the square steel (10) is high-strength section steel with the wall thickness of 3mm, the width of 4cm and the height of 8cm, the high-strength bolt (13) comprises a screw rod, a nut and a gasket, and the high-strength bolt (13) is an M10 × 18 type bolt.