Temporary corridor structure of indoor atrium
By designing the temporary corridor structure of the indoor atrium and using columns, main beams and secondary beams to build temporary corridors, the problem of conventional scaffolding affecting passenger flow and business is solved, the balance between safe passage and construction needs is achieved, and economic benefits are improved.
Patent Information
- Application Number
- CN202421640352.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-11
- Publication Date
- 2025-04-18
- Estimated Expiration
- 2034-07-11
AI Technical Summary
During the renovation of indoor atriums in large shopping malls, conventional floor-standing scaffolding not only affects customer flow and business, but is also not beautiful, resulting in a decrease in customer experience and a decrease in total passenger flow.
A temporary corridor structure of indoor atrium is designed, and a temporary corridor is formed by setting up several rows of columns, main beams and secondary beams. The corridor ceiling is closed by hard protection to provide safe passage space, and scaffolding poles are set up below the ceiling for construction.
The structure is simple and easy to construct, ensuring the satisfaction of the atrium decoration and modification needs, while avoiding the impact on the normal business of the merchant, improving customer experience, and achieving better economic benefits.
Smart Images

Figure CN222771957U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of decoration, renovation and reconstruction construction, and in particular to a temporary corridor structure in an indoor atrium. Background Art
[0002] In the renovation of indoor atriums in large shopping malls, two or even multiple floors are often connected. Normal construction work is required on the second floor and above, and shops on the first floor need to operate normally. Therefore, it is necessary to ensure the smooth and safe flow of customers in the mall during the renovation work to meet the owner's requirements for operation. The conventional atrium renovation plan is to set up a full-floor floor-standing scaffolding, using the scaffolding as an operating platform for decoration work. However, the floor-standing scaffolding has densely arranged uprights, which is inconvenient for customers to pass through and is not beautiful. Since customers do not know much about construction and are more concerned about safety, the corresponding construction plan for the full-floor floor-standing scaffolding will reduce customer experience and even affect the total passenger flow, which will have an adverse impact on the normal business of the owner. Utility Model Content
[0003] The utility model aims to provide an indoor atrium temporary corridor structure to solve the technical problems described in the background technology.
[0004] In order to achieve the above technical purpose, the utility model adopts the following technical solutions:
[0005] A temporary corridor structure in an indoor atrium comprises several rows of columns erected in the indoor atrium area, wherein the columns are fixedly arranged on a structural bottom plate and avoid the position of a store door, a main beam is arranged on the top of two adjacent columns, and a secondary beam is arranged on the top of the main beam, the secondary beam is arranged according to the spacing of scaffolding poles, and the poles of scaffolding distributed in the corridor area are fixedly arranged on the secondary beams; the top of the corridor ceiling is completely closed by hard protection.
[0006] Preferably, the bottom of the corridor ceiling is closed by a ceiling decoration layer arranged below the main beam, and lighting fixtures are installed in the ceiling decoration layer.
[0007] Preferably, a support plate is fixedly provided at the bottom end of the column, and a stiffening plate is fixedly provided between the support plate and the column. The support plate is placed on the structural bottom plate and anchored to the structural bottom plate by a plurality of expansion bolts.
[0008] Preferably, a limiting rib is fixedly provided at the top end of the secondary beam corresponding to the position of the scaffolding upright, and the bottom end of the scaffolding upright is sleeved on the limiting rib.
[0009] Preferably, the support plate is composed of an upper steel plate and a lower silicone plate.
[0010] Preferably, the corridor ceiling is provided with two hard protections spaced apart from each other.
[0011] Compared with the prior art, the beneficial effects of the utility model are as follows: the utility model has a simple structure and is easy to construct. A temporary corridor structure is formed by building steel structure columns and beams as the main load-bearing components. The scaffolding uprights are correspondingly set up on the corridor ceiling to form a safe space for passengers to pass under the ceiling, which not only ensures the renovation needs of the atrium, but also avoids affecting the normal business of merchants, meets the owner's requirements for operation, and achieves better economic benefits. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] The above and / or other aspects and advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings, which are only schematic and do not limit the present invention, wherein:
[0013] Figure 1 This is a schematic diagram of the plan layout of the temporary corridor in the atrium involved in the utility model;
[0014] Figure 2 This is a schematic diagram of the plan structure of the temporary corridor involved in the utility model;
[0015] Figure 3 This is a structural schematic diagram of the bottom end of the column involved in the utility model;
[0016] Figure 4 It is a structural schematic diagram of the limiting rib involved in the utility model.
[0017] Figure numerals: 1. column; 2. main beam; 3. secondary beam; 4. cantilevered reinforcement beam; 5. support plate; 6. structural bottom plate; 7. expansion bolt; 8. stiffening plate; 9. limiting ribs; 10. scaffolding. DETAILED DESCRIPTION
[0018] Hereinafter, an embodiment of a temporary corridor structure of an indoor atrium of the utility model will be described with reference to the accompanying drawings. The embodiments recorded herein are specific embodiments of the utility model, which are used to illustrate the concept of the utility model, are explanatory and exemplary, and should not be interpreted as limiting the implementation methods of the utility model and the scope of the utility model. In addition to the embodiments recorded herein, those skilled in the art can also adopt other obvious technical solutions based on the contents disclosed in the claims and the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments recorded herein.
[0019] In the description of the present invention, it should be noted that the terms "front", "rear", "left", "right", "top", "bottom", "up", "down", "inside", "outside", "horizontal", "longitudinal", "vertical", "oblique" and the like indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second" and the like are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.
[0020] The drawings of this specification are schematic diagrams, which assist in explaining the concept of the utility model and schematically show the shapes of various parts and their mutual relationships. Please note that in order to clearly show the structure of various components of the embodiments of the utility model, the drawings are not drawn according to the same scale. The same reference numerals are used to represent the same parts.
[0021] The principles and features of the present invention are described below in conjunction with the accompanying drawings. The embodiments are only used to explain the present invention and are not intended to limit the scope of the present invention. Figure 1-4 , the preferred embodiments of the utility model are further described in detail:
[0022] like Figure 1-2 As shown, the utility model preferably adopts a temporary corridor structure of an indoor atrium, including several rows of columns 1 erected in the indoor atrium area, the columns 1 are fixedly arranged on the structural bottom plate 6 and avoid the store door position, the tops of two adjacent columns 1 are provided with main beams 2, and the tops of the main beams 2 are provided with secondary beams 3, the secondary beams 3 are arranged according to the spacing of the uprights of the scaffolding 10, and the uprights of the scaffolding 10 distributed in the corridor area are fixedly arranged on the secondary beams 3; the top of the corridor ceiling is completely closed by hard protection, and the bottom of the corridor ceiling is closed by a ceiling decoration layer arranged below the main beams 2, and lighting fixtures are installed in the ceiling decoration layer;
[0023] Among them, the location of the corridor can be determined according to the size and shape of the atrium in different areas. For a smaller atrium, the corridor can be built in a fully enclosed manner, and columns 1 are arranged at intervals throughout the atrium to fully enclose the entire atrium. The corridor ceiling is used as a platform for the scaffolding 10, and the space under the ceiling is used as a passenger flow space. For a larger atrium, a temporary corridor can be built around the edge of the atrium. The scaffolding 10 in the central area of the atrium is built on the ground, and the scaffolding 10 in the corridor range is built on the ceiling. At this time, in order to ensure the safety of passage and for aesthetic considerations, the corresponding columns on the facade of the corridor close to the center of the atrium need to be closed by hard protection and corresponding decorative treatment is performed. The ceiling of the corridor away from the center of the atrium and the second-floor structural floor slab also need to be closed by hard protection;
[0024] The corridor construction plan needs to be designed in depth according to the specific conditions of the atrium and the specific requirements of the passenger flow. In order to ensure that the corridor has sufficient bearing capacity and safety, steel components should be used for the corridor components. The specifications and cross-sectional dimensions of the steel components should be designed for different atrium positions. Under the premise of ensuring safety, the principle of using less steel is adopted. Column 1 avoids the store entrance and the spacing is optimized. Since a full-floor scaffolding needs to be set up on the upper part of the corridor, welding connections are used between steel components to improve the connection strength between components. Specifically, the connection parts between column 1 and main beam 2, and between main beam 2 and secondary beam 3 are all fully penetrated secondary welds. Specifically, the corridor should be designed as a steel frame structure with a beam top height of 3m, which ensures that the passenger flow has sufficient space for activities and tries to save steel. Column 1 uses square tube □250mm×250mm×8mm, such as Figure 3 As shown, the column foot of the column 1 is considered to be hinged, and after being welded with a 500mm×500mm×20mm steel plate, it is directly placed on the ground position of the structural bottom plate 6 and anchored by expansion bolts 7. In order to avoid causing large-scale damage to the structural bottom plate 6, a layer of silicone plate can be added under the steel plate, that is, the support plate 5 at the bottom end of the column 1 is composed of an upper steel plate and a lower silicone plate. Of course, in order to improve the integrity of the column 1 and the support plate 5, a stiffening plate 8 can be welded and fixed between the middle of each side elevation of the column 1 and the upper steel plate of the support plate 5. The main beam 2 used as the frame beam adopts H-shaped steel, and the frame with a larger outer circle span The cross section of the beam is H400×200×8×13mm, and the cross section of the frame beam with a smaller span between the two circles is H300×200×8×12mm. In order to improve the stability of the main beam 2, when the height meets the requirements, the main beam 2 can also be tied and fixed with the atrium ring beam through tie measures. The top of the main beam 2 is set with a secondary beam 3 as the supporting beam of the scaffolding 10 according to the erection direction and spacing of the scaffolding 10 uprights. The secondary beam 3 adopts 16, and the spacing is distributed at 1.5m. The maximum cantilever is considered to be 1.2m, ensuring that each scaffolding 10 upright in the corridor area can be erected on the secondary beam 3 with the secondary beam 3 as the supporting rod. Figure 4As shown, the steel pipes of the vertical poles of the full-floor scaffolding 10 fall on the secondary beam 3, and the secondary beam 3 is welded with 100mm high φ25 steel bars at the corresponding vertical pole positions as limit bars 9 to prevent the vertical pole steel pipes from slipping;
[0025] In order to ensure the personal safety of customers in the corridor area and to improve the customer experience as much as possible, and to avoid safety concerns caused by the exposure of the scaffolding 10, the construction area needs to be isolated from the traffic area. For this purpose, two hard protections are set above the corridor ceiling. The first hard protection on the top of the secondary beam 3 is fully covered with 50mm thick scaffolding boards, and the upper part of the scaffolding boards is fully covered with 15mm thick film-coated multilayer boards to block the small gaps at the joints of the scaffolding boards. The second hard protection is set above the first hard protection. The second hard protection must be at least 600mm away from the first hard protection. The second hard protection is supported by steel pipes alone. The upper part of the steel pipe support is fully covered with 50mm thick scaffolding boards. The laying direction of the scaffolding boards at the second hard protection is perpendicular to the laying direction of the scaffolding boards at the first hard protection.
[0026] In general, the end of the secondary beam 3 will extend beyond the edge of the main beam 2 to form a cantilevered section. This cantilevered section also needs to be fully covered with scaffolding boards. Since the spacing of the secondary beams 2 is relatively sparse, in order to ensure the stability of the scaffolding boards, this area needs to be encrypted. The encrypted section uses a square tube □50mm×50mm×4mm as the cantilevered encrypted beam 4. The specific length of the cantilevered encrypted beam 4 is determined according to the specific setting position;
[0027] The lower part of the corridor ceiling is decorated and enclosed with white aluminum gusset plate ceiling, and the lighting is gusset plate lamp (50 watts 4000k). The side is sealed with gypsum board to prevent the construction scaffolding from being exposed, and the column 1 is decorated with a topcoat board to ensure the appearance;
[0028] The lower traffic area of the corridor is equipped with fire extinguishers at the standard of 2 fire extinguishers per 100 square meters, and the location of the fire extinguishers should be set so as not to affect passenger flow.
[0029] The utility model adopts steel structure columns and beams as the main load-bearing components of the corridor to build a passage that meets the traffic requirements of the corresponding atrium passenger flow line, so as to meet the owner's ultimate goal for store operation, thereby realizing the owner's economic benefits; at the same time, the construction of the ceiling above the second floor is inserted in advance in terms of construction period, which also plays a key role in ensuring the construction period.
[0030] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. An indoor atrium temporary corridor structure, characterized by: The invention comprises a plurality of rows of columns (1) erected in an indoor atrium area, wherein the columns (1) are fixedly arranged on a structural bottom plate (6) and avoid the store entrance position, a main beam (2) is erected on the top of two adjacent columns (1), and a secondary beam (3) is erected on the top of the main beam (2), wherein the secondary beam (3) is arranged according to the spacing of the upright poles of the scaffolding (10), and the upright poles of the scaffolding (10) distributed in the corridor area are fixedly arranged on the secondary beams (3); and the top of the corridor ceiling is completely closed by hard protection.
2. The indoor atrium temporary corridor structure according to claim 1, characterized in that: The bottom of the corridor ceiling is closed by a suspended ceiling decoration layer arranged below the main beam (2), and a lighting fixture is installed in the suspended ceiling decoration layer.
3. The indoor atrium temporary corridor structure according to claim 1, characterized in that: A support plate (5) is fixedly provided at the bottom end of the column (1), and a stiffening plate (8) is fixedly provided between the support plate (5) and the column (1); the support plate (5) is placed on the structural bottom plate (6) and is anchored on the structural bottom plate (6) by a plurality of expansion bolts (7).
4. The indoor atrium temporary corridor structure according to claim 1, characterized in that: A limiting rib (9) is fixedly arranged at the top end of the secondary beam (3) corresponding to the position of the upright pole of the scaffolding (10), and the bottom end of the upright pole of the scaffolding (10) is sleeved on the limiting rib (9).
5. The indoor atrium temporary corridor structure according to claim 3, characterized in that: The support plate (5) is composed of an upper steel plate and a lower silica gel plate.
6. The indoor atrium temporary corridor structure according to claim 1, characterized in that: The corridor ceiling is provided with two hard protections spaced apart from each other.