Assembly type reinforced concrete supporting beam connecting structure
By using a prefabricated reinforced concrete support beam connection structure, the problem of long usage and disassembly time for positioning devices during bridge installation is solved, enabling rapid installation and seasonal adaptability, and preventing bridge damage.
Patent Information
- Application Number
- CN202422956648.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-02
- Publication Date
- 2025-10-31
- Estimated Expiration
- 2034-12-02
AI Technical Summary
The existing bridge requires auxiliary positioning devices during installation, and the disassembly time after installation is long. It is also susceptible to damage due to temperature changes during seasonal transitions and is easily squeezed by the courier.
The bridge adopts a prefabricated reinforced concrete support beam connection structure, including a support device, concrete blocks, connection devices, lock nuts, support columns, diagonal reinforcing bars, and pre-embedded reinforcing bars. The combination of these components enables the bridge to be positioned, fixed, and adaptable to thermal expansion and contraction.
Bridges can be quickly installed without the need for auxiliary positioning devices, saving disassembly time, and provide room for thermal expansion and contraction during seasonal changes to prevent damage from crushing of the pallet.
Smart Images

Figure CN223496997U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to a prefabricated reinforced concrete support beam connection structure, belonging to the technical field of reinforced concrete support beam connection. Background Technology
[0002] The existing bridges require workers to use auxiliary positioning devices for positioning during installation. After installation, workers need to spend a lot of time disassembling the positioning devices. Furthermore, the bridges expand and contract with temperature changes during seasonal transitions, and the bridges are easily damaged by the pressure of the convoys after prolonged use. Utility Model Content
[0003] The purpose of this utility model is to eliminate the need for additional auxiliary positioning devices during bridge installation, thereby saving disassembly time after bridge installation and improving work efficiency. Furthermore, it allows for thermal expansion and contraction of the bridge during seasonal changes, preventing damage to the bridge from pressure from the cradle. The technical solution is as follows:
[0004] A prefabricated reinforced concrete support beam connection structure includes a support device 1, a concrete block 2, connecting devices 3, locking nuts 4, supporting columns 5, diagonal reinforcing bars 6, and embedded reinforcing bars 7. The structure is characterized in that: a concrete block 2 is inserted into the middle of the upper surface of the support device 1; several connecting devices 3 are evenly distributed in the middle of the front and rear surfaces and horizontally on the concrete block 2; locking nuts 4 are inserted into the outer edge of the side surface of each connecting device 3; and a supporting column 5 is connected to the middle of the lower surface of the support device 1. The supporting bridge column 5 has diagonal reinforcing bars 6 symmetrically connected at the middle of the upper part of its left and right side surfaces. Several pre-embedded reinforcing bars 7 are evenly distributed on the lower surface of the supporting bridge column 5. The supporting device 1 includes a base plate 1-1, anti-slip textures 1-2, side plates 1-3, and notches 1-4. Several anti-slip textures 1-2 are provided at the middle of the upper surface of the base plate 1-1. Side plates 1-3 are symmetrically connected at the middle of the front and rear edges of the upper surface of the base plate 1-1. Several notches 1-4 are evenly distributed in a horizontal row at the upper edge of the outer surface of the side plates 1-3. The base plate... 1-1 is connected at the middle of the upper surface of the supporting bridge column 5. The lower surface of the inner part of the notch 1-4 is arc-shaped. The concrete block 2 includes a bridge 2-1, sheet metal 2-2, steel column 2-3, and insert pipe 2-4. Sheet metal 2-2 is connected to the middle of the front and rear surfaces and the upper surface of the bridge 2-1. Several steel columns 2-3 are evenly distributed horizontally in the middle of the upper surface of the bridge 2-1. Several insert pipes 2-4 are evenly distributed horizontally in the lower part of the front and rear surfaces of the bridge 2-1. The bridge 2-1 is inserted into two... Between the side plates 1-3, the connecting device 3 includes a threaded post 3-1, a chuck 3-2, a spring 3-3, and a retaining ring 3-4. The chuck 3-2 is fixedly inserted into the inner side surface of the threaded post 3-1, and the spring 3-3 is connected to the center of the outer side surface of the chuck 3-2. The retaining ring 3-4 is inserted into the outer side surface of the threaded post 3-1. The retaining ring 3-4 is concave in shape. The threaded post 3-1 penetrates the notch 1-4 and is tightened into the insertion tube 2-4. The locking nut 4 is inserted into the threaded post 3-1.
[0005] The beneficial effects of this utility model are: workers do not need to use other auxiliary positioning devices when installing bridges, saving disassembly time after bridge installation and improving work efficiency; and it can reserve space for thermal expansion and contraction of bridges during seasonal changes, preventing the trolley from squeezing and damaging the bridge. Attached Figure Description
[0006] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0007] Figure 2 This is a schematic diagram of the lifting device 1 of this utility model;
[0008] Figure 3This is a schematic diagram of the concrete square structure of this utility model;
[0009] Figure 4 This is a schematic diagram of the connecting device 3 of this utility model. Detailed Implementation
[0010] Reference Figure 1 Figure 2 Figure 3 Figure 4 The aforementioned prefabricated reinforced concrete support beam connection structure includes a support device 1, a concrete block 2, connecting devices 3, locking nuts 4, supporting bridge columns 5, diagonal reinforcing bars 6, and pre-embedded reinforcing bars 7. Its characteristic is that: a concrete block 2 is inserted into the middle of the upper surface of the support device 1; several connecting devices 3 are evenly distributed and inserted into the middle of the front and rear surfaces and horizontally of the concrete block 2; a locking nut 4 is inserted into the outer edge of the side surface of each connecting device 3; and a supporting bridge column 5 is connected to the middle of the lower surface of the support device 1. The supporting bridge column 5 has diagonal reinforcing bars 6 symmetrically connected at the middle of the upper part of its left and right side surfaces. Several pre-embedded reinforcing bars 7 are evenly distributed on the lower surface of the supporting bridge column 5. The supporting device 1 includes a base plate 1-1, anti-slip textures 1-2, side plates 1-3, and notches 1-4. Several anti-slip textures 1-2 are provided at the middle of the upper surface of the base plate 1-1. Side plates 1-3 are symmetrically connected at the middle of the front and rear edges of the upper surface of the base plate 1-1. Several notches 1-4 are evenly distributed in a horizontal row at the upper edge of the outer surface of the side plates 1-3. Plate 1-1 is connected to the middle of the upper surface of the supporting bridge column 5. The lower surface of the inner part of the notch 1-4 is arc-shaped. The concrete block 2 includes bridge 2-1, sheet metal 2-2, steel column 2-3, and insert pipe 2-4. Sheet metal 2-2 is connected to the middle of the front and rear surfaces and the upper surface of bridge 2-1. Several steel columns 2-3 are evenly distributed horizontally in the middle of the upper surface of bridge 2-1. Several insert pipes 2-4 are evenly distributed horizontally in the lower part of the front and rear surfaces of bridge 2-1. Bridge 2-1 is inserted into two... Between the side plates 1-3, the connecting device 3 includes a threaded post 3-1, a chuck 3-2, a spring 3-3, and a retaining ring 3-4. The chuck 3-2 is fixedly inserted into the inner side surface of the threaded post 3-1, and the spring 3-3 is connected to the center of the outer side surface of the chuck 3-2. The retaining ring 3-4 is inserted into the outer side surface of the threaded post 3-1. The retaining ring 3-4 is concave in shape. The threaded post 3-1 penetrates the notch 1-4 and is tightened into the insertion tube 2-4. The locking nut 4 is inserted into the threaded post 3-1.
[0011] In use, the workers first place the supporting bridge column 5 on the ground and insert the pre-embedded steel bar 7 into the concrete. Then, the threaded post 3-1 on the connecting device 3 is tightened into the insertion tube 2-4 on the concrete square 2. Next, the workers use a crane to lift the bridge 2-1 and insert it between the side plates 1-3 on the two lifting devices 1, placing it on the upper surface of the base plate 1-1. At the same time, the threaded post 3-1 is inserted into the notch 1-4, and the threaded post 3-1 and the notch 1-4 are aligned. The bridge 2-1 position can be positioned, and the anti-slip texture 1-2 increases the friction between the bridge 2-1 and the base plate 1-1. Then, the retaining ring 3-4 is inserted between the side plate 1-3 and the bridge 2-1 and installed on the threaded post 3-1. At the same time, the inner surface of the retaining ring 3-4 contacts the spring 3-3 and the other side contacts the side plate 1-3. Then, the locking nut 4 is tightened on the outer end of the threaded post 3-1 and fixed to the side plate 1-3. Finally, the bridge deck is placed on the bridge 2-1 and installed on the steel post 2-3.
[0012] The locking nut 4 is T-shaped. The locking nut 4 can squeeze the retaining ring 3-3 and compress the spring 3-3 to better reinforce the bridge 2-1. The elastic force of the spring 3-3 can be calculated based on the weight of the bridge.
[0013] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.
Claims
1. A prefabricated reinforced concrete support beam connection structure, comprising a support device (1), a concrete block (2), a connection device (3), a locking nut (4), a support column (5), diagonal tie bars (6), and pre-embedded reinforcing bars (7), characterized in that: A concrete block (2) is inserted in the middle of the upper surface of the lifting device (1). Several connecting devices (3) are evenly distributed in the middle of the front and rear surfaces and in the horizontal row of the concrete block (2). A locking nut (4) is inserted at the outer edge of the side surface of each connecting device (3). A supporting bridge column (5) is connected in the middle of the lower surface of the lifting device (1). Diagonal reinforcing bars (6) are symmetrically connected in the middle of the upper surface of the left and right side surfaces of the supporting bridge column (5). Several pre-embedded reinforcing bars (7) are evenly distributed in the lower surface of the supporting bridge column (5).
2. The prefabricated reinforced concrete support beam connection structure according to claim 1, characterized in that: The lifting device (1) includes a base plate (1-1), anti-slip texture (1-2), side plate (1-3), and notches (1-4). The base plate (1-1) has several anti-slip textures (1-2) in the middle of its upper surface. The side plate (1-3) is symmetrically connected to the middle of the front and rear edges of the upper surface of the base plate (1-1). Several notches (1-4) are evenly distributed in a horizontal row at the upper edge of the outer surface of the side plate (1-3). The base plate (1-1) is connected to the middle of the upper surface of the supporting bridge column (5). The lower surface of the notches (1-4) is arc-shaped.
3. The prefabricated reinforced concrete support beam connection structure according to claim 2, characterized in that: The concrete block (2) includes a bridge (2-1), sheet metal (2-2), steel columns (2-3), and inserts (2-4). Sheet metal (2-2) is connected to the middle of the front and rear surfaces and the upper surface of the bridge (2-1). Several steel columns (2-3) are inserted horizontally and evenly in the middle of the upper surface of the bridge (2-1). Several inserts (2-4) are inserted horizontally and evenly in the lower part of the front and rear surfaces of the bridge (2-1). The bridge (2-1) is inserted between the two side plates (1-3).
4. The prefabricated reinforced concrete support beam connection structure according to claim 3, characterized in that: The connecting device (3) includes a threaded post (3-1), a chuck (3-2), a spring (3-3), and a retaining ring (3-4). The chuck (3-2) is fixedly inserted into the inner side of the side surface of the threaded post (3-1). The spring (3-3) is connected to the center of the outer side surface of the chuck (3-2). The retaining ring (3-4) is inserted into the outer side of the side surface of the threaded post (3-1). The retaining ring (3-4) is concave in shape. The threaded post (3-1) penetrates the notch (1-4) and is tightened into the insertion tube (2-4). The locking nut (4) is inserted into the threaded post (3-1).