Novel UHPC waffle trestle plate

By setting high-strength steel wire mesh inside the UHPC waffle trestle plate and using positioning components for sliding connection, the problems of crack propagation and steel wire mesh instability were solved, and the structural toughness and forming efficiency were improved.

CN224106285UActive Publication Date: 2026-04-10FUJIAN HUIFENG CONSTR TECH CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
FUJIAN HUIFENG CONSTR TECH CO LTD
Filing Date
2025-05-06
Publication Date
2026-04-10

AI Technical Summary

Technical Problem

UHPC waffle trestle panels are prone to cracking during use, and the cracks spread rapidly. In addition, the high-strength steel wire mesh is laid unstably, which affects the forming efficiency and quality.

Method used

High-strength steel wire mesh A and high-strength steel wire mesh B are installed inside the UHPC waffle trestle plate, and the position of the steel wire mesh is ensured to be stable and cracks are prevented from spreading through the sliding connection of positioning components such as positioning seats, positioning columns and collars.

Benefits of technology

It effectively limits crack propagation, improves structural toughness and durability, prevents wire mesh from shifting or sinking, and enhances forming efficiency and final quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a novel UHPC (Ultra High Performance Concrete) waffle trestle plate in the technical field of plates, which comprises a waffle trestle plate, UHPC filler is arranged in the waffle trestle plate, the structure of the waffle trestle plate is reasonable, and a plurality of groups of positioning seats are correspondingly fixed on an internal frame of the waffle trestle plate. And the high-strength steel wire mesh A is in butt joint with the positioning columns A on the positioning seats in a sliding mode through the lantern rings A, the high-strength steel wire mesh B is in butt joint with the positioning columns B on the positioning seats in a sliding mode through the lantern rings B, and after the positions of the high-strength steel wire mesh A and the high-strength steel wire mesh B are positioned, the inner portion of the waffle trestle plate is filled with UHPC filler. By adopting the high-strength steel wire mesh A and the high-strength steel wire mesh B, the expansion of cracks can be limited, and the cracks are ensured to be small and dispersed, so that the overall durability of the structure is improved, the additional tensile bearing capacity is also provided, the waffle trestle plate has higher toughness when being stressed, and brittle fracture is reduced.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of board material, concretely to a novel UHPC waffle trestle board. BACKGROUND

[0002] UHPC waffle trestle board is a waffle (honeycomb) structure trestle board made of ultra-high performance concrete (UHPC). UHPC has extremely high strength, durability and corrosion resistance, making the trestle superior to conventional materials in terms of carrying capacity and service life. However, during the later use of UHPC waffle trestle board, cracks are prone to occur, and the cracks also expand rapidly, increase in number, and reduce the structural strength and toughness, making brittle fracture more likely to occur, which affects the durability and service life. Moreover, when high-strength steel wire mesh is laid inside the UHPC waffle trestle board, the laying method cannot ensure that the position of the high-strength steel wire mesh does not deviate or sink, which directly affects the later processing of the internal filler of the UHPC waffle trestle board, thereby reducing the efficiency of the later forming of the UHPC waffle trestle board and affecting the final quality and durability of the UHPC waffle trestle board.

[0003] Therefore, it is necessary to develop a new type of UHPC waffle trestle board. SUMMARY

[0004] The utility model discloses a novel UHPC waffle trestle board to solve the strength and forming quality problems of the UHPC waffle trestle board mentioned in the background art.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme: a novel UHPC waffle trestle board, comprising a waffle trestle board, the inside of the waffle trestle board is provided with UHPC filler, the inside of the UHPC filler is provided with high-strength steel wire mesh A on the top, and the inside of the UHPC filler is provided with high-strength steel wire mesh B on the bottom.

[0006] The inside of the waffle trestle board is provided with positioning assemblies at the front end and the rear end of both sides, the positioning assembly comprises a positioning seat, and the outer wall of one side of the positioning seat is provided with a partition plate on the top.

[0007] Preferably, mounting holes are formed in the surface of the UHPC filler.

[0008] Preferably, the top side of the partition plate is provided with a positioning column A, and the inside of one side of the high-strength steel wire mesh A is provided with a sleeve ring A.

[0009] Preferably, the inside of the sleeve ring A is arranged on the outer wall of the positioning column A, and the inside of the sleeve ring A is slidably connected with the outer wall of the positioning column A.

[0010] Preferably, the inside bottom end side of the positioning seat is provided with a positioning column B, and the inside side of the high-strength steel wire mesh B is provided with a sleeve ring B.

[0011] Preferably, the inside of the sleeve ring B is arranged on the outer wall of the positioning column B, and the inside of the sleeve ring B is in sliding connection with the outer wall of the positioning column B.

[0012] Compared with the prior art, the utility model has the advantages that:

[0013] By fixing a plurality of positioning seats on the inner frame of the waffle deck plate, and by abutting the high-strength steel wire mesh A at the positioning column A on the positioning seat in a sliding manner through the sleeve ring A, and by abutting the high-strength steel wire mesh B at the positioning column B on the positioning seat in a sliding manner through the sleeve ring B, after the position positioning of the high-strength steel wire mesh A and the high-strength steel wire mesh B, the inside of the waffle deck plate can be filled with UHPC filler, the high-strength steel wire mesh A and the high-strength steel wire mesh B can limit the expansion of cracks, ensure that the cracks are small and dispersed, thereby improving the overall durability of the structure, providing additional tensile bearing capacity, making the waffle deck plate more flexible when stressed, reducing brittle fracture, and through the position positioning of the high-strength steel wire mesh A and the high-strength steel wire mesh B, the position deviation or sinking of the high-strength steel wire mesh A and the high-strength steel wire mesh B during paving is avoided as much as possible, the post-forming efficiency of the UHPC waffle deck plate is effectively improved, and the final quality and durability of the UHPC waffle deck plate are effectively improved. BRIEF DESCRIPTION OF DRAWINGS

[0014] Figure 1 A front view schematic view is provided for the utility model;

[0015] Figure 2 A front view schematic view is provided for the utility model;

[0016] Figure 3 A side view schematic view is provided for the utility model;

[0017] Figure 4 A partial structure three-dimensional schematic view is provided for the utility model;

[0018] Figure 5 A partial structure exploded schematic view is provided for the utility model.

[0019] In the drawing: 1, waffle deck plate; 2, UHPC filler; 3, mounting hole; 4, high-strength steel wire mesh A; 5, high-strength steel wire mesh B; 6, positioning seat; 7, partition plate; 8, positioning column A; 9, sleeve ring A; 10, positioning column B; 11, sleeve ring B. DETAILED DESCRIPTION

[0020] Clearly, the described embodiments are merely a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments in the present utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the present utility model.

[0021] The utility model provides the following technical scheme: a novel UHPC waffle pier plate, please refer to Figures 1-5 , including waffle pier plate 1, the inside of waffle pier plate 1 is equipped with UHPC filler 2, the surface below of UHPC filler 2 is all equipped with mounting hole 3, the inside upper portion of UHPC filler 2 is equipped with high-strength steel wire mesh A 4, the inside lower portion of UHPC filler 2 is equipped with high-strength steel wire mesh B 5;

[0022] The inside both sides front end and rear end of waffle pier plate 1 are all equipped with positioning assembly, positioning assembly includes locating seat 6, the outside wall upper portion of one side of locating seat 6 is equipped with baffle 7, the top one side of baffle 7 is equipped with locating column A 8, the inside one side of high-strength steel wire mesh A 4 is equipped with sleeve ring A 9, the inside of sleeve ring A 9 is arranged on the outer wall of locating column A 8, the inside of sleeve ring A 9 is slidably connected with the outer wall of locating column A 8, the inside bottom one side of locating seat 6 is equipped with locating column B 10, the inside one side of high-strength steel wire mesh B 5 is equipped with sleeve ring B 11, the inside of sleeve ring B 11 is arranged on the outer wall of locating column B 10, the inside of sleeve ring B 11 is slidably connected with the outer wall of locating column B 10.

[0023] Working principle: when using the utility model, a plurality of locating seat 6 is fixed in the inside frame of waffle pier plate 1 correspondingly, and high-strength steel wire mesh A 4 is connected in the sliding mode at locating column A 8 on locating seat 6 by sleeve ring A 9, high-strength steel wire mesh B 5 is connected in the sliding mode at locating column B 10 on locating seat 6 by sleeve ring B 11, after the position of high-strength steel wire mesh A 4 and high-strength steel wire mesh B 5 is positioned, UHPC filler 2 is filled in the inside of waffle pier plate 1, the expansion of crack can be limited by high-strength steel wire mesh A 4 and high-strength steel wire mesh B 5, the crack is small and dispersed, thereby the overall durability of structure is improved, additional tensile load capacity is provided, waffle pier plate is more flexible when stressed, brittle fracture is reduced, and the position deviation or sinking of high-strength steel wire mesh A 4 and high-strength steel wire mesh B 5 during paving is avoided as far as possible by the position positioning treatment of high-strength steel wire mesh A 4 and high-strength steel wire mesh B 5, the post-forming efficiency of UHPC waffle pier plate is effectively improved, and the final quality and durability of UHPC waffle pier plate are effectively improved.

[0024] Although the utility model has been described above with reference to the embodiments, various modifications can be made to it and equivalent components can be substituted for the components thereof without departing from the scope of the utility model. In particular, the features of the embodiments disclosed by the utility model can be combined with each other in any manner as long as there is no structural conflict, and the combinations of the features are not exhaustively described in the specification only for the purpose of omitting the length and saving the resources. Therefore, the utility model is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A new type of UHPC waffle deck slab comprising a waffle deck slab (1) having a UHPC filler (2) inside, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below. The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.

2. A novel UHPC waffle deck slab according to claim 1, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.

3. A novel UHPC waffle deck slab according to claim 1, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.

4. A novel UHPC waffle deck slab according to claim 3, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.

5. A novel UHPC waffle deck slab according to claim 1, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.

6. A novel UHPC waffle deck slab according to claim 5, characterized in that: The inside of the UHPC filler (2) is provided with high-strength steel wire mesh A (4) above, and the inside of the UHPC filler (2) is provided with high-strength steel wire mesh B (5) below.