A support system for construction of a building gallery structure
The support system, consisting of columns, support beams, and additional supports, solves the problems of time-consuming and labor-intensive scaffolding erection and inconvenient guardrail installation in the construction of building corridors, achieving rapid installation and improved stability, and ensuring construction efficiency and smooth transportation.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU
- Filing Date
- 2025-06-10
- Publication Date
- 2026-06-09
AI Technical Summary
The construction of building corridors involves the time and labor-intensive erection of full-span scaffolding, which affects construction and transportation efficiency, and the installation and dismantling of guardrails are inconvenient.
A support system consisting of columns, support beams, additional supports, and platform panels is adopted to form an erection platform, reducing the amount of scaffolding required. Temporary passages are formed between the columns, and guardrail sleeves are pre-installed inside the platform panels, allowing for quick installation by directly inserting the columns.
It improved construction efficiency, reduced scaffolding erection time and manpower and material resources, ensured construction stability, and simplified the installation and dismantling process of guardrails.
Smart Images

Figure CN224338591U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of building construction support technology, and specifically relates to a support system for the construction of building corridor structures. Background Technology
[0002] A sky bridge is a corridor connecting two buildings. Sky bridges connect two or more buildings at a high point, undoubtedly strengthening the connection between them. At the same time, sky bridges also provide people with expansive views. In the sky bridges of super high-rise buildings, people can experience the feeling of walking among the clouds; therefore, sky bridges are favored by many property owners and architects.
[0003] During the construction of building corridors, scaffolding is required. Considering the strength and stability requirements, full-span scaffolding is usually necessary. However, traditional full-span scaffolding involves high scaffolding density, requiring a large amount of scaffolding, resulting in high construction costs and long erection time, consuming a lot of manpower and resources. In addition, the building structure is located between two buildings, with a convenient passage for transporting materials underneath. Once ground-level scaffolding is erected, vehicles cannot pass, affecting on-site transportation efficiency. Finally, existing guardrails are usually fixed by welding or bolting. Welding is difficult to install and disassemble, while bolting requires corresponding holes to be drilled on the guardrail and platform, requiring high construction precision and affecting construction efficiency. Utility Model Content
[0004] The purpose of this utility model is to provide a support system for the construction of building corridor structures, so as to solve the problems in the background art of building corridors that are time-consuming and labor-intensive to support with full-span scaffolding, which obstructs transportation and makes the installation and dismantling of guardrails inconvenient.
[0005] To achieve the above objectives, this utility model provides the following technical solution:
[0006] A support system for the construction of a building corridor structure includes a base, columns, support beams, additional supports, a platform, scaffolding, and guardrails. The base is placed on the ground. The columns are spaced along the edge of the corridor and their bottoms are fixedly connected to the base. The support beams are arranged transversely and fixedly connected to the columns. The additional supports are arranged longitudinally and connected to the support beams. The platform is placed on top of the additional supports and has a cavity inside. The scaffolding is placed on the platform. The guardrails are placed on the outer edge of the platform and their bottoms are inserted into the cavity of the platform.
[0007] Furthermore, the platform plate includes structural steel, a top plate, and a bottom plate; the structural steel is arranged transversely and in multiple sets at intervals; the top plate and the bottom plate are respectively located at the top and bottom ends of the structural steel and are fixedly connected to it.
[0008] Furthermore, the guardrail includes a sleeve, a post, and a connecting rod; the sleeve is disposed in the cavity of the platform plate, its bottom is fixedly connected to the bottom plate, and its top extends out of the top plate; the bottom of the post is inserted into the sleeve; the two ends of the connecting rod are connected to two adjacent posts.
[0009] Furthermore, an annular plate is provided on the sleeve at a position corresponding to the bottom surface of the top plate, and the annular plate is connected to the top plate.
[0010] Furthermore, the columns are arranged in a rectangular array in space; the base is a concrete structure.
[0011] Furthermore, a connecting plate is fixedly installed at the bottom of the column, and the connecting plate is fixedly connected to the base by anchor bolts.
[0012] Furthermore, the support beams are arranged in multiple sets at intervals, forming a double-I-beam structure.
[0013] Furthermore, multiple sets of additional supports are spaced apart, and adjacent additional supports are connected by scissor braces; the additional supports are Bailey plate structures.
[0014] Furthermore, the insert and the sleeve are connected by a pin.
[0015] This utility model has the following beneficial effects:
[0016] 1. This utility model provides a support system for the construction of building corridor structures, which uses columns, support beams, additional supports and platform plates to form a scaffolding erection platform, reducing the amount of scaffolding erection, and enabling rapid installation and dismantling, thereby improving construction efficiency.
[0017] 2. The present invention provides a support system for the construction of building corridor structures, which forms a temporary passage for vehicles to pass between two adjacent columns along the bridge, avoiding the obstruction of transportation on the construction site by erecting scaffolding from the ground during the construction of the corridor, thus affecting transportation efficiency.
[0018] 3. This utility model provides a support system for the construction of building corridor structures, in which support beams and additional braces work together to improve the overall load-bearing capacity of the structure and ensure stability during the support process.
[0019] 4. The present invention provides a support system for the construction of building corridor structures. The sleeve of the guardrail is pre-installed in the platform plate and installed together. The insert post is directly inserted into the sleeve, which can realize the installation of the guardrail. The installation and disassembly are simple. Attached Figure Description
[0020] Figure 1 This is a schematic diagram of the support system along the bridge deck structure involved in this utility model;
[0021] Figure 2 This is a schematic diagram of the cross-bridge structure of the support system involved in this utility model;
[0022] Figure 3 This is a schematic diagram showing the cooperation between the platform board and the guardrail involved in this utility model.
[0023] In the diagram: 1-base, 2-column, 3-support beam, 4-additional support frame, 5-platform plate, 6-guardrail, 61-sleeve, 62-insertion post, 63-connecting rod. Detailed Implementation
[0024] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0025] like Figure 1 , 2 As shown, this utility model provides a support system for the construction of a building corridor structure, including a base 1, columns 2, support beams 3, additional supports 4, a platform 5, scaffolding, and guardrails 6. The base 1 is set on the ground; the columns 2 are spaced along the edge of the corridor, and their bottoms are fixedly connected to the base 1; the support beams 3 are arranged transversely and fixedly connected to the columns 2; the additional supports 4 are arranged longitudinally and connected to the support beams 3; the platform 5 is set on top of the additional supports 4, and has a cavity inside; it serves as the foundation for erecting the scaffolding; the scaffolding is set on the platform 5 for supporting the construction of the corridor; the guardrails 6 are set on the outer edge of the platform 5 to ensure construction safety.
[0026] The columns 2 are arranged in a rectangular array in space, and the base 1 is a concrete structure. Preferably, the base 1 is arranged along the entire length of the bridge corresponding to the columns 2. A connecting plate is fixed to the bottom of the column 2, and the connecting plate is fixed to the base 1 by anchor bolts. Scissor bracing is set between two adjacent columns 2 in the transverse direction of the bridge to strengthen the connection and fixation between the columns 2.
[0027] A temporary passageway for vehicles is formed between two adjacent columns 2 on the upper side of the bridge, so as to avoid obstructing traffic and affecting transportation efficiency by erecting scaffolding from the ground during the construction of the connecting corridor.
[0028] Multiple sets of support beams 3 are spaced apart. Support beams 3 are double-span I-beam structures to enhance their structural strength.
[0029] Multiple sets of additional supports 4 are spaced apart, and adjacent additional supports 4 are connected by scissor braces. The additional supports 4 are Bailey structures.
[0030] like Figure 3 As shown, the platform plate 5 includes steel sections, a top plate, and a bottom plate; the steel sections are arranged in a transverse direction and are arranged in multiple sets at intervals; the top plate and the bottom plate are respectively located at the top and bottom ends of the steel sections and are fixedly connected to them.
[0031] The guardrail 6 includes a sleeve 61, insert posts 62, and connecting rods 63. The sleeve 61 is disposed within the cavity of the platform plate 5, its bottom fixed to the bottom plate, and its top extending out of the top plate. The bottom of the insert post 62 is inserted into the sleeve 61. The two ends of the connecting rod 63 are connected to two adjacent insert posts 62. Preferably, a ring plate is provided on the sleeve 61 at a position corresponding to the bottom surface of the top plate, and the ring plate is connected to the top plate to improve the strength at the opening of the top plate. The insert posts 62 and the sleeve 61 are connected by pins.
[0032] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.
Claims
1. A support system for the construction of building corridor structures, characterized in that: The system includes a base (1), columns (2), support beams (3), additional supports (4), platform panels (5), scaffolding, and guardrails (6). The base (1) is set on the ground. The columns (2) are spaced along the edge of the connecting corridor, and their bottoms are fixed to the base (1). The support beams (3) are set in the transverse direction of the bridge and are fixed to the columns (2). The additional supports (4) are set in the longitudinal direction of the bridge and are connected to the support beams (3). The platform panels (5) are set on top of the additional supports (4) and have a cavity inside. The scaffolding is set on the platform panels (5). The guardrails (6) are set on the outer edge of the platform panels (5) and their bottoms are inserted into the cavity of the platform panels (5).
2. The support system for the construction of building corridor structures according to claim 1, characterized in that: The platform plate (5) includes steel profiles, a top plate and a bottom plate; the steel profiles are arranged in a transverse direction and are arranged in multiple sets at intervals; the top plate and the bottom plate are respectively arranged at the top and bottom ends of the steel profiles and are fixedly connected to them.
3. The support system for the construction of building corridor structures according to claim 2, characterized in that: The guardrail (6) includes a sleeve (61), a post (62), and a connecting rod (63); the sleeve (61) is set in the cavity of the platform plate (5), its bottom is fixed to the bottom plate, and its top extends out of the top plate; the bottom of the post (62) is inserted into the sleeve (61); the two ends of the connecting rod (63) are connected to the two adjacent posts (62).
4. The support system for the construction of building corridor structures according to claim 3, characterized in that: A ring plate is provided on the sleeve (61) at the position corresponding to the bottom surface of the top plate, and the ring plate is connected to the top plate.
5. A support system for the construction of a building corridor structure according to claim 1, characterized in that: The columns (2) are arranged in a rectangular array in space; the base (1) is a concrete structure.
6. A support system for the construction of a building corridor structure according to claim 5, characterized in that: A connecting plate is fixed at the bottom of the column (2), and the connecting plate is fixed to the base (1) by anchor bolts.
7. A support system for the construction of a building corridor structure according to claim 1, characterized in that: The support beams (3) are arranged in multiple sets at intervals, and are double-I-beam structures.
8. A support system for the construction of a building corridor structure according to claim 1, characterized in that: The additional support frame (4) is arranged in multiple sets at intervals, and adjacent additional support frames (4) are connected by scissor braces; the additional support frame (4) is a Bailey plate structure.
9. A support system for the construction of a building corridor structure according to claim 3, characterized in that: The insert (62) and sleeve (61) are connected by a pin.