Assembled double-beam steel structure stacked and suspended stair

Through the assembled double-beam steel structure design, the safety hazards and structural problems existing in the production process of traditional suspended stairs are solved, and higher stability, safety and anti-corrosion performance are achieved, saving construction time and cost.

CN222649269UActive Publication Date: 2025-03-21ZHEJIANG SHANGZHIDAO STAIRCASE IND CO LTD
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202421409091.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-19
Publication Date
2025-03-21
Estimated Expiration
2034-06-19

AI Technical Summary

Technical Problem

During the production process, traditional suspended stairs have problems such as wall grooves, safety hazards on-site welding construction, lack of standards for structural design, hidden dangers of step-by-step load-bearing and the inability to anti-corrosion treatment of steel structures.

Method used

It adopts an assembled double-beam steel structure design, including side foundations, connecting steel plate beams, outer steel plate beams, reinforced steel plates and glass railing support plates. It is fixed by high-strength bolts to achieve installation without on-site welding and anti-corrosion treatment is carried out in the factory.

Benefits of technology

It improves the stability, safety and anti-corrosion performance of the stairs, saves construction time and cost, and reduces safety hazards.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN222649269U_ABST
    Figure CN222649269U_ABST
Patent Text Reader

Abstract

The utility model relates to the technical field of stairs, in particular to an assembled double-beam steel structure stacked and suspended stair. Comprising two side face basic parts and a plurality of stepping assemblies located between the two side face basic parts, the side face basic parts comprise connecting steel plate girders connected with the stepping assemblies, and outer side steel plate girders are arranged on the sides, away from the stepping assemblies, of the connecting steel plate girders; the connecting steel plate girder and the outer side steel plate girder are fixedly connected through a plurality of sets of reinforcing steel plates and glass handrail supporting plates, and the stepping assembly is composed of an upper pedal, two side steel plates and three rectangular steel pipes. The utility model provides an assembly type double-beam steel structure stacked and suspended staircase, which aims to overcome the defects of the traditional suspended staircase.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of stairs, in particular to an assembled double-beam steel structure stacked staircase. Background Art

[0002] With the popularity of light luxury minimalist decoration style, floating stairs are more and more widely used in home decoration. Floating stairs have a light and simple effect, but traditional floating stairs have various serious problems in structural stress, construction, safety, etc., and the floating effect of stairs cannot be achieved when there is no wall at the stair opening.

[0003] In the prior art, the traditional household suspended staircase has the following defects during the manufacturing process: (1) On-site wall grooving: it destroys the original wall's load-bearing and structure, increases safety hazards, and increases the amount of on-site construction; (2) On-site welding construction: welding construction personnel basically do not have welding certificates and lack safety protection. There are serious safety hazards and the workload of on-site production is large; (3) There is no standard for structural design; (4) There are serious risks in the load-bearing of stair treads; (5) The steel structure cannot be treated with anti-corrosion on site: anti-corrosion treatment is mainly divided into thorough rust removal and adding a protective layer to the surface of the steel structure. It is impossible to completely remove rust on the construction site, and the surface protective layer is limited to manual anti-rust paint, which does not play any anti-corrosion role and may rot in the later stage, affecting the load-bearing safety. Utility Model Content

[0004] The utility model aims to solve many defects existing in traditional suspended stairs, thereby providing an assembled double-beam steel structure stacked suspended staircase.

[0005] The technical solution adopted by the utility model is: it includes two side base members and a plurality of step assemblies located between the two side base members, the side base member includes a connecting steel plate beam connected to the step assembly, the connecting steel plate beam is provided with an outer steel plate beam on the side away from the step assembly, and the connecting steel plate beam and the outer steel plate beam are fixedly connected by multiple groups of reinforcing steel plates and glass railing support plates.

[0006] As a further improvement of the utility model, a plurality of pre-installation holes are provided on the outer steel plate beam.

[0007] As a further improvement of the present invention, the reinforcing steel plate is combined with the glass railing support plate to form a triangular structure.

[0008] As a further improvement of the utility model, the step assembly consists of an upper pedal, two side steel plates, and three rectangular steel tubes. The two side steel plates are fixedly connected by three rectangular steel tubes, and the upper pedal is located on the top of the two side steel plates and the three rectangular steel tubes and is fixedly connected thereto.

[0009] As a further improvement of the utility model, the side steel plate is fastened to the connecting steel plate beam on the same side thereof by bolts, and the side steel plate and the connecting steel plate beam are both provided with connecting holes connected by bolts.

[0010] As a further improvement of the utility model, a plurality of construction holes are provided on the upper pedal and the construction holes are located above the bolts.

[0011] Compared with the traditional suspended staircase, the utility model has the following beneficial effects:

[0012] (1) The side foundation members do not need to rely on the wall to bear the force: the connecting steel plate beam and the outer steel plate beam are welded and manufactured in the factory. High-strength bolts are used to fix the on-site ground, turning walls, and floor cement beams. In the case of a partial lack of walls, the beam itself can bear the force.

[0013] (2) The installation of the step assembly does not require on-site welding: during installation, only high-strength bolts are required to directly fix the step assembly to the connecting steel plate beam.

[0014] (3) Steel structure has strong anti-corrosion performance: by adopting the assembly method, all steel components can be shot blasted in the factory to remove rust and electrostatically sprayed to achieve anti-corrosion effect.

[0015] (4) Save on-site construction time: All processes can be completed at one time, reducing safety hazards during on-site construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the overall structure of an assembled double-beam steel structure stacked staircase of the utility model;

[0017] Figure 2 It is a partial exploded view of an assembled double-beam steel structure stacked staircase of the utility model;

[0018] Figure 3 This is a partial structural exploded view of an assembled double-beam steel structure stacked staircase of the utility model;

[0019] Figure 4 It is a reference diagram of the use status of an assembled double-beam steel structure stacked cantilever staircase of the utility model.

[0020] As shown in the figure: 1. Side foundation parts; 1.1. Connecting steel plate beam; 1.2. Outer steel plate beam; 1.3. Reinforcement steel plate; 1.4. Glass railing support plate; 2. Step assembly; 2.1. Upper pedal; 2.2. Side steel plate; 2.3. Rectangular steel pipe; 2.4. Construction hole; 3. Bolts. DETAILED DESCRIPTION

[0021] The directional terms such as up, down, left, right, front, back, front, back, top, bottom, etc. mentioned or may be mentioned in this specification are defined relative to their structure and are relative concepts. Therefore, they may change accordingly according to their different locations and different usage states; therefore, these or other directional terms should not be interpreted as restrictive terms.

[0022] The singular forms "a", "said" and "the" used in this specification are intended to include the plural forms, unless the context clearly indicates otherwise. It should also be understood that the term "and / or" used herein refers to and includes any or all possible combinations of one or more of the associated listed items.

[0023] In order to make the technical problems, technical solutions and beneficial effects to be solved by this application more clearly understood, the present application is further described in detail below in conjunction with the accompanying drawings and implementation methods. It should be understood that the implementation methods described herein are only used to explain this application and are not used to limit this application.

[0024] The utility model provides the following Figure 1-3 The figure shows two side base members 1 and a plurality of step assemblies 2 located between the two side base members 1, wherein the side base member 1 comprises a connecting steel plate beam 1.1 connected to the step assemblies 2, an outer steel plate beam 1.2 is provided on the side of the connecting steel plate beam 1.1 away from the step assemblies 2, the connecting steel plate beam 1.1 and the outer steel plate beam 1.2 are fixedly connected by a plurality of groups of reinforcing steel plates 1.3 and glass railing support plates 1.4, a plurality of pre-installation holes are provided on the outer steel plate beam 1.2, and the reinforcing steel plates 1.3 and the glass railing support plates 1.4 are combined to form a triangular structure.

[0025] like Figure 3 As shown, the step assembly 2 of the utility model is composed of an upper pedal 2.1, two side steel plates 2.2, and three rectangular steel tubes 2.3. The two side steel plates 2.2 are fixedly connected by the three rectangular steel tubes 2.3. The upper pedal 2.1 is located on the top of the two side steel plates 2.2 and the three rectangular steel tubes 2.3 and is fixedly connected thereto. The side steel plates 2.2 and the connecting steel plate beam 1.1 on the same side thereof are fastened together by bolts 3. The side steel plates 2.2 and the connecting steel plate beam 1.1 are both provided with connecting holes connected by bolts 3. The upper pedal 2.1 is provided with a plurality of construction holes 2.4, and the construction holes 2.4 are located above the bolts 3.

[0026] Working principle:

[0027] First, according to the on-site environment, determine the installation position of the side foundation member 1 on the ground, turning wall or floor cement beam, and fix the connecting steel plate beam 1.1 and the outer steel plate beam 1.2 with high-strength bolts. The pre-installed holes on the outer steel plate beam 1.2 facilitate positioning and fixing during the installation process, ensuring the stability of the side foundation member 1.

[0028] Then align the side steel plate 2.2 of the step assembly 2 with the connection hole on the connecting steel plate beam 1.1, and use bolts 3 to fasten them. Since the side steel plate 2.2 and the connecting steel plate beam 1.1 are connected by bolts, it is not only easy and quick to install, but also convenient for subsequent disassembly and maintenance.

[0029] The upper pedal 2.1 of the step assembly 2 is fixedly connected and installed on the top of two side steel plates 2.2 and three rectangular steel pipes 2.3 to form a stable supporting structure. The setting of the construction hole 2.4 facilitates the insertion and tightening of the bolt 3 during the installation process, thereby improving the installation efficiency.

[0030] In addition, the triangular structure formed by the combination of the reinforcing steel plate 1.3 and the glass railing support plate 1.4 enhances the overall stability and load-bearing capacity of the side base member 1. At the same time, the stability of the triangular structure also makes the staircase safer and more reliable when in use.

[0031] To sum up, the utility model solves many defects of traditional suspended stairs by adopting an assembled double-beam steel structure design, improves the stability, safety and corrosion resistance of the stairs, saves construction time and cost, and has broad application prospects and market potential.

[0032] The above implementation modes are only used to illustrate the technical solutions of the present invention, rather than to limit the same. Although the present invention has been described in detail with reference to the aforementioned implementation modes, a person skilled in the art should understand that the technical solutions described in the aforementioned implementation modes can still be modified, or some of the technical features can be replaced by equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the implementation modes of the present invention.

Claims

1. An assembled double-beam steel structure stacked staircase, comprising two side base members (1) and a plurality of step assemblies (2) located between the two side base members (1), characterized in that: The side base member (1) comprises a connecting steel plate beam (1.1) connected to the step assembly (2); an outer steel plate beam (1.2) is provided on the side of the connecting steel plate beam (1.1) away from the step assembly (2); the connecting steel plate beam (1.1) and the outer steel plate beam (1.2) are fixedly connected via a plurality of groups of reinforcing steel plates (1.3) and a glass railing support plate (1.4).

2. The assembled double-beam steel structure stacked staircase according to claim 1, characterized in that: The outer steel plate beam (1.2) is provided with a plurality of pre-installation holes.

3. The assembled double-beam steel structure stacked staircase according to claim 1 is characterized by: The reinforcing steel plate (1.3) and the glass railing support plate (1.4) are combined to form a triangular structure.

4. The assembled double-beam steel structure stacked staircase according to claim 1, characterized in that: The step assembly (2) is composed of an upper pedal (2.1), two side steel plates (2.2), and three rectangular steel tubes (2.3); the two side steel plates (2.2) are fixedly connected via the three rectangular steel tubes (2.3); the upper pedal (2.1) is located on top of the two side steel plates (2.2) and the three rectangular steel tubes (2.3) and is fixedly connected thereto.

5. The assembled double-beam steel structure stacked staircase according to claim 4 is characterized by: The side steel plate (2.2) is fastened to the connecting steel plate beam (1.1) on the same side thereof by bolts (3), and the side steel plate (2.2) and the connecting steel plate beam (1.1) are both provided with connecting holes connected by the bolts (3).

6. The assembled double-beam steel structure stacked staircase according to claim 5, characterized in that: The upper pedal (2.1) is provided with a plurality of construction holes (2.4), and the construction holes (2.4) are located above the bolts (3).