UHPC high-performance concrete member

By designing docking grooves and fixing components in UHPC high-performance concrete components, the rapid installation and fixing of docking columns is achieved, which solves the problems of unstable connections and low installation efficiency in the prior art, improves the stability and strength of the components, and improves the installation efficiency.

CN222962225UActive Publication Date: 2025-06-10WALKERHOUSE (WUHAN) NEW MATERIAL TECHNOLOGY CO LTD
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Patent Information

Application Number
CN202421573441.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-04
Publication Date
2025-06-10
Estimated Expiration
2034-07-04

AI Technical Summary

Technical Problem

When connecting the existing UHPC high-performance concrete components, the support seat and baffle are installed on the outside of the connecting column, resulting in the inner side wall of the connecting groove and the outer side wall of the connecting column, which in turn affects the connection stability and installation efficiency.

Method used

A UHPC high-performance concrete member is designed, and the docking grooves are uniformly opened on the left and right sides of the outer walls of the first high-performance concrete slab and the second high-performance concrete slab, and the fixing components are inserted into the docking groove, including the docking column, a spring and a round head latch. The elastic force of the spring is used to insert the round head latch into the card slot to achieve rapid installation and fixation of the docking column.

Benefits of technology

Through the plug-in of the butt column and the use of cast reinforcement agent, the stability and strength of the two groups of high-performance concrete slabs after docking and installation are improved, and the installation efficiency is improved.

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Abstract

The utility model relates to the technical field of high-performance concrete members, in particular to a UHPC high-performance concrete member. The UHPC high-performance concrete member comprises a first high-performance concrete plate and a second high-performance concrete plate, butt joint grooves are evenly formed in the left side and the right side of the outer side wall of the first high-performance concrete plate and the left side and the right side of the outer side wall of the second high-performance concrete plate respectively, and clamping grooves are formed in the front side and the rear side of the inner side wall of each butt joint groove. Fixing assemblies are inserted into the butt joint grooves, pouring holes are evenly formed in the top of the first high-performance concrete slab and the top of the second high-performance concrete slab respectively, and the pouring holes correspond to the clamping grooves; the splicing strength of the first high-performance concrete plate and the second high-performance concrete plate can be quickly improved by inserting the butt-joint columns and pouring the reinforcing agent, and meanwhile, the insertion work of the butt-joint columns can be quickly completed, so that the butt-joint mounting efficiency of the two groups of high-performance concrete plates can be ensured.
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Description

Technical Field

[0001] The utility model relates to the technical field of high-performance concrete components, in particular to a UHPC high-performance concrete component. Background Technique

[0002] With the increasing expectation of people for higher performance of concrete, in the early 1990s, a new type of ultra-high performance concrete (UHPC) was developed, which has ultra-high strength (>150MPa) and excellent durability.

[0003] Chinese Patent with publication number CN216475623U discloses an ultra-high performance concrete precast component, including a first ultra-high performance concrete slab and a second ultra-high performance concrete slab. A plurality of connecting grooves are opened on both the first ultra-high performance concrete slab and the second ultra-high performance concrete slab. Pouring holes are opened on the top surfaces of the first ultra-high performance concrete slab and the second ultra-high performance concrete slab, and the pouring holes penetrate through and connect a plurality of connecting grooves. A plurality of pairs of clamping grooves are opened on one side of the first ultra-high performance concrete slab. A plurality of pairs of connecting plates are installed on one side of the second ultra-high performance concrete slab. Limiting holes are opened on the connecting plates. The connecting plates are clamped in the clamping grooves. Bolts are threadedly connected in the limiting holes. A plurality of fixing mechanisms are installed between the first ultra-high performance concrete slab and the second ultra-high performance concrete slab. The second gasket is fixedly connected to the baffle. Both ends of the connecting column are movably connected in the connecting grooves, effectively improving the connection stability effect of the equipment and avoiding damage to the equipment during connection;

[0004] The above-mentioned existing technical solutions have the following defects: Since the support base and the baffle are installed on the outer side of the connecting column, when the connecting column is inserted into the connecting groove through the support base, affected by the thickness of the support base, the inner side wall of the connecting groove cannot be attached to the outer side wall of the connecting column, resulting in the connecting column being unstable after being inserted. Although there is secondary reinforcement with bolts, this will reduce the docking and installation efficiency of the two groups of high-performance concrete slabs. In view of the above situation, technical innovation is carried out on the basis of the existing UHPC high-performance concrete components. Content of the Utility Model

[0005] The purpose of the utility model is to provide a UHPC high-performance concrete component to solve the problems put forward in the above background technique.

[0006] To achieve the above purpose, the utility model provides the following technical solution: A UHPC high-performance concrete component, including:

[0007] The first high-performance concrete slab and the second high-performance concrete slab, wherein docking grooves are uniformly formed on the left and right sides of the outer side walls of the first high-performance concrete slab and the second high-performance concrete slab, clamping grooves are formed on the front and rear sides of the inner side walls of the docking grooves, and a fixing component is inserted into the docking grooves, and specifically:

[0008] Pouring holes are uniformly formed in the tops of the first high-performance concrete slab and the second high-performance concrete slab, and the pouring holes correspond to the clamping grooves.

[0009] Preferably, the fixing component includes a docking column, two groups of mounting holes are uniformly formed on the front and rear sides of the outer side wall of the docking column, springs are arranged in the mounting holes, and round head pins are arranged on the outer side walls of the springs.

[0010] Preferably, the docking column is inserted into two groups of docking grooves opposite to each other on the first high-performance concrete slab and the second high-performance concrete slab, and the round head pins are inserted into the clamping grooves.

[0011] Preferably, the round head part of the round head pin is inserted into the clamping groove, and the column part of the round head pin is located in the mounting hole and the clamping groove of the docking column.

[0012] Preferably, two groups of first communication grooves are uniformly formed at the bottoms of the pouring holes, the first communication grooves are communicated with the clamping grooves, and second communication grooves are communicated between every two groups of clamping grooves.

[0013] Preferably, the outer side wall of the docking groove is attached to the outer side wall of the docking column, and the opposite sides of the first high-performance concrete slab and the second high-performance concrete slab are attached to each other.

[0014] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0015] In the present utility model, the docking column is inserted into the docking grooves opposite to each other on the first high-performance concrete slab and the second high-performance concrete slab, and the spring drives the round head pin to insert into the clamping groove through its own elastic force, so that the installation and fixation of the docking column can be quickly completed. At the same time, since the inner side wall of the docking groove is attached to the outer side wall of the docking column, the stability of the docking column after insertion can be ensured, thereby improving the stability and strength of the two high-performance concrete slabs after docking and installation;

[0016] By inserting the docking column and pouring the reinforcing agent, the strength of the first high-performance concrete slab and the second high-performance concrete slab after splicing can be quickly improved, and the insertion work of the docking column can be quickly completed, thereby ensuring the docking and installation efficiency of the two high-performance concrete slabs. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic structural diagram of a UHPC high-performance concrete member of the present utility model;

[0018] Figure 2 This is a front sectional view of a UHPC high-performance concrete member of the present utility model;

[0019] Figure 3 This is a partial top sectional view of a UHPC high-performance concrete member of the present utility model;

[0020] Figure 4 This is a left sectional view of a UHPC high-performance concrete member of the present utility model.

[0021] In the figure: 1. First high-performance concrete plate; 11. Second high-performance concrete plate; 12. Pouring hole; 13. Docking groove; 131. Card slot; 132. First communication groove; 133. Second communication groove; 2. Docking column; 21. Spring; 22. Round head pin. Specific implementation manner

[0022] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0023] Please refer to Figures 1 - 4 , a UHPC high-performance concrete member, including a first high-performance concrete plate 1 and a second high-performance concrete plate 11. Docking grooves 13 are evenly opened on the left and right sides of the outer side walls of the first high-performance concrete plate 1 and the second high-performance concrete plate 11. Card slots 131 are opened on the front and rear sides of the inner side walls of the docking grooves 13. A fixing component is inserted into the docking grooves 13. Pouring holes 12 are evenly opened on the tops of the first high-performance concrete plate 1 and the second high-performance concrete plate 11. The pouring holes 12 correspond to the card slots 131. The fixing component includes a docking column 2. Two groups of mounting holes are evenly opened on the front and rear sides of the outer side wall of the docking column 2. Springs 21 are fixedly arranged in the mounting holes. Round head pins 22 are fixedly arranged on the outer side walls of the springs 21. When the docking column 2 is inserted into the docking groove 13 and the round head pins 22 are aligned with the card slots 131, the springs 21 drive the round head pins 22 to insert into the card slots 131 through their own elastic forces. The docking column 2 is inserted into two groups of opposite docking grooves 13 of the first high-performance concrete plate 1 and the second high-performance concrete plate 11. The round head pins 22 are inserted into the card slots 131. The round head parts of the round head pins 22 are inserted into the card slots 131, and the column parts of the round head pins 22 are located in the mounting holes of the docking column 2 and the card slots 131;

[0024] Two groups of first communication grooves 132 are evenly arranged at the bottom of the pouring hole 12. The first communication grooves 132 communicate with the clamping grooves 131. A second communication groove 133 is communicated and arranged between every two groups of clamping grooves 131. The outer side wall of the docking groove 13 fits with the outer side wall of the docking column 2. The opposite sides of the first high-performance concrete slab 1 and the second high-performance concrete slab 11 are mutually attached.

[0025] Working principle: Press the round head pin 22 inward to make it move into the installation hole of the docking column 2, and then insert the docking column 2 into the opposite docking grooves 13 of the first high-performance concrete slab 1 and the second high-performance concrete slab 11. When the round head pin 22 is aligned with the clamping groove 131, the spring 21 drives the round head pin 22 to insert into the clamping groove 131 through its own elastic force, so as to complete the installation and fixation of the docking column 2. By quickly completing the installation of the docking column 2, the strength of the first high-performance concrete slab 1 and the second high-performance concrete slab 11 after splicing can be effectively improved. Pour the reinforcing agent into the pouring hole 12, and the reinforcing agent flows into each clamping groove 131 along the first communication groove 132 and the second communication groove 133, so as to fix the round head pin 22, and further improve the installation stability of the docking column 2, thereby further improving the strength of the first high-performance concrete slab 1 and the second high-performance concrete slab 11 after splicing.

Claims

1. A UHPC high performance concrete component, characterized in that: include: A first high-performance concrete slab (1) and a second high-performance concrete slab (11), wherein the outer walls of the first high-performance concrete slab (1) and the second high-performance concrete slab (11) are evenly provided with docking grooves (13) on the left and right sides, and the inner walls of the docking grooves (13) are provided with clamping grooves (131) on the front and rear sides, and a fixing component is inserted into the docking grooves (13), wherein: The tops of the first high-performance concrete slab (1) and the second high-performance concrete slab (11) are evenly provided with pouring holes (12), respectively, and the pouring holes (12) correspond to the slots (131).

2. A UHPC high performance concrete component according to claim 1, characterized in that: The fixing assembly comprises a docking column (2), two groups of mounting holes are evenly opened on the front and rear sides of the outer side wall of the docking column (2), a spring (21) is arranged in the mounting hole, and a round head latch (22) is arranged on the outer side wall of the spring (21).

3. A UHPC high performance concrete component according to claim 2, characterized in that: The docking column (2) is inserted into two opposite sets of docking grooves (13) of the first high-performance concrete plate (1) and the second high-performance concrete plate (11), and the round head latch (22) is inserted into the clamping groove (131).

4. A UHPC high performance concrete component according to claim 3, characterized in that: The round head portion of the round head plug pin (22) is inserted into the slot (131), and the column portion of the round head plug pin (22) is located in the mounting hole of the docking column (2) and the slot (131).

5. The UHPC high performance concrete component according to claim 1, characterized in that: Two groups of first connecting grooves (132) are evenly provided at the bottom of the pouring hole (12); the first connecting grooves (132) are connected to the clamping grooves (131); and a second connecting groove (133) is provided between every two groups of clamping grooves (131).

6. A UHPC high performance concrete component according to claim 2, characterized in that: The outer side wall of the docking groove (13) fits with the outer side wall of the docking column (2), and the opposite sides of the first high-performance concrete slab (1) and the second high-performance concrete slab (11) fit with each other.

Citation Information

Patent Citations

  • Ultra-high performance concrete prefabricated part

    CN216475623U