CN203783107U - Climbing frame with connector reinforcing device for construction - Google Patents

Abstract

The utility model relates to a climbing frame with a connector reinforcing device for construction. The climbing frame comprises at least two vertical rods arranged outside a floor, cantilever beams are connected with the vertical beams, the outer ends of the cantilever beams are connected with the vertical rods, the inner ends of the cantilever beams extend to the floor and anchored to the floor, inclined pull rods are connected between the cantilever beams and the vertical rods, a reinforcing rib is arranged between every two adjacent vertical rods, the reinforcing rib comprises a square steel pipe and connecting flanges arranged at the two ends of the square steel pipe, a reinforcing rib is arranged between each connecting flange and the square steel pipe, the vertical rods are connected through the square steel pipe with the connecting flanges, and the climbing frame has the advantages of being small in material consumption for connection, light in weight and rapid and efficient in assembly and disassembly.

Description

Climbing frame with joint strengthening device for construction

technical field

The utility model relates to a concrete construction device for building, in particular to a climbing frame with a joint reinforcing device for building.

Background technique

The climbing frame is also called the lifting frame, which can be divided into hydraulic type, electric type, manual type and other main types according to its power source. It is a new type of scaffolding system developed in recent years, mainly used in high-rise shear wall buildings. It can climb up or down the building. This system has completely changed the scaffolding technology: first, there is no need to turn over the shelf; second, the disassembly and assembly process of the scaffold is eliminated (it is used after one assembly until the construction is completed), and it is not limited by the height of the building, which greatly saves manpower. and materials. And from the perspective of safety, it has greatly improved the traditional scaffolding. It has great development advantages in high-rise buildings.

In the "Green Construction Guidelines", templates and scaffolding are used as turnover materials and tools, emphatically emphasizing: ① should choose durable, easy maintenance and disassembly turnover materials and tools; Carry out formwork engineering construction; ③ formwork should be based on the principle of saving natural resources, and promote the use of shaped steel molds, steel frame bamboo molds, and bamboo plywood; ④ the formwork project plan should be optimized before construction. Multi-storey and high-rise buildings use reusable formwork systems, and formwork supports should be supported by tools; ⑤ optimize the external scaffolding scheme of high-rise buildings, and adopt schemes such as overall lifting and segmental overhang; 6. Promote the use of external wall insulation boards instead of concrete Construction formwork technology; ⑦ Take effective technical and management material-saving measures to increase the turnover times of formwork and scaffolding; 8. Vigorously develop the research and application of fair-faced concrete construction technology and new formwork and scaffolding technology.

However, the disadvantages of the existing climbing frame are: waste of climbing frame materials, time-consuming disassembly and assembly, low efficiency, and insufficient connection strength.

Utility model content

The technical problem to be solved by the utility model is to overcome the above-mentioned deficiencies in the prior art, and provide a climbing frame with a joint reinforcement device for construction with stronger vertical pole stability, light weight, and convenient disassembly and assembly.

In order to solve the above technical problems, the utility model provides the following technical solutions:

A climbing frame with a joint strengthening device for construction, comprising a vertical rod arranged on the outside of the floor, the vertical rod is connected with a cantilever beam, the outer end of the cantilever beam is connected with the vertical rod, and the cantilever beam The inner end extends to the floor and is anchored to the floor. Diagonal tie rods are also connected between the cantilever beam and the vertical rods. The number of the vertical rods is at least two, and reinforcing ribs are arranged between adjacent two vertical rods. , the reinforcing ribs include square steel pipes and connecting flanges arranged at both ends of the square steel pipes, and reinforcing ribs are arranged between each connecting flange and the square steel pipes.

With such a structure, the upright rods are connected through square steel pipes with connecting flanges, which has the beneficial effects of less material used for connection, light weight, fast and efficient installation and disassembly.

Preferably, both ends of the reinforcing rib are welded to the square steel pipe and the connecting flange respectively. Adopting such a structure has the beneficial effects of simple connection structure, convenient manufacture, and good connection strength.

Preferably, the connecting flange and the vertical pole are connected by bolts. Adopting such a structure has the beneficial effect of convenient disassembly and assembly.

Compared with the prior art, the beneficial effect of the utility model is that the vertical rods are connected by square steel pipes with connecting flanges, which have the beneficial effects of less connecting materials, light weight, fast and efficient installation and disassembly.

Description of drawings

Fig. 1 is the structural representation of the utility model;

Fig. 2 is a structural schematic diagram of the reinforcing rib in the present invention.

Marks in the figure: vertical pole—1; reinforcing rib—2; square steel pipe—2a; connecting flange—2b; reinforcing rib—2c.

Detailed ways

Below in conjunction with accompanying drawing and specific embodiment, the utility model is further described.

The implementation of the utility model is not limited to the following examples, and various changes made on the premise of not departing from the gist of the utility model all belong to the protection scope of the utility model.

As shown in Fig. 1 and Fig. 2, a climbing frame with a joint reinforcing device for construction in this embodiment includes a vertical rod 1 arranged on the outside of the floor, the vertical rod 1 is connected with a cantilever beam, and the outer end of the cantilever beam is connected to the The vertical pole 1 is connected, and the inner end of the cantilever beam extends to the floor and is anchored to the floor. There is also a diagonal tie rod connected between the cantilever beam and the vertical pole 1. The number of vertical poles 1 is at least two, and two adjacent vertical poles Reinforcing ribs 2 are provided between the rods, and the reinforcing ribs 2 include square steel pipes 2a and connecting flanges 2b arranged at both ends of the square steel pipes 2a. Reinforcing ribs 2c are arranged between each connecting flange 2b and the square steel pipe 2a. The two ends of 2c are welded to the square steel pipe 2a and the connecting flange 2b respectively, and the connecting flange 2b and the pole 1 are connected by bolts. The specifications of the bolts are M16*90 and M16*120. 1 have sufficient stability, connect the upright pole 1 through a square steel pipe 2a with a connecting flange 2b, in this embodiment, the specification of the square steel pipe 2a is 640*50*4mm, and the specification of the connecting flange 2b is 150*50* 10mm, the specification of the reinforcing rib 2c is 50*50*6mm, the connecting flange 2b is welded on both ends of the square steel pipe 2a, and the reinforcing rib 2c is welded between the connecting flange 2b and the square steel pipe 2a,

The climbing frame with joint strengthening device for construction in this embodiment can be widely used in the joint joints of the front and rear poles 1 of the building climbing frame, and has the beneficial effects of less connection materials, light weight, fast and efficient installation and disassembly.

The utility model is not limited to the aforementioned specific embodiments. The utility model extends to any new feature or any new combination disclosed in this specification, as well as the steps of any new method or process or any new combination disclosed.

Claims (3)

1. A climbing frame with a joint reinforcing device for construction, comprising a vertical rod arranged on the outside of the floor, the vertical rod is connected with a cantilever beam, the outer end of the cantilever beam is connected with the vertical rod, and the cantilever The inner end of the beam extends to the floor and is anchored to the floor. There is also a diagonal tie rod connected between the cantilever beam and the vertical rod. It is characterized in that: the number of the vertical rods is at least two, and two adjacent vertical rods Reinforcing ribs are arranged between them, and the reinforcing ribs include square steel pipes and connecting flanges arranged at both ends of the square steel pipes, and reinforcing ribs are arranged between each connecting flange and the square steel pipes. 2. The building climbing frame with joint reinforcing device according to claim 1, characterized in that: the two ends of the reinforcing rib are respectively welded to the square steel pipe and the connecting flange. 3. The building climbing frame with a joint strengthening device according to claim 1, characterized in that: the connecting flange and the vertical pole are connected by bolts.