Impact-resistant high-strength composite concrete precast member

By setting a base plate and installation pipe inside the concrete component and installing spiral angled stirrups, the impact resistance and toughness of the concrete component are improved by using a biomimetic structure, which solves the problem of damage to high-strength concrete components during impact and achieves stronger impact resistance.

CN117926922BActive Publication Date: 2026-04-24SHANDONG ZHONGYAN HEAVY TECH NEW MATERIAL TECH CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHANDONG ZHONGYAN HEAVY TECH NEW MATERIAL TECH CO LTD
Filing Date
2024-03-07
Publication Date
2026-04-24

AI Technical Summary

Technical Problem

High-strength concrete components are easily damaged or destroyed when faced with impact, and existing technologies are insufficient to effectively improve their impact resistance and toughness.

Method used

A base plate and installation pipe are set inside the concrete component, and helical deflection stirrups are installed to enhance the impact resistance by using a biomimetic helical deflection structure.

Benefits of technology

The support structure using spiral angled stirrups improves the impact resistance and toughness of concrete components, enhancing their impact resistance.

✦ Generated by Eureka AI based on patent content.

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    Figure CN117926922B_ABST
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Abstract

The application discloses an anti-impact high-strength composite concrete prefabricated component, which comprises a concrete component body, connecting grooves, pouring holes, positioning grooves, positioning pieces, positioning holes, a bottom plate, a mounting pipe and spiral skew stirrups. The connecting grooves are distributed on the side ends of the concrete component body, the pouring holes are distributed on the bottom of the concrete component body, the positioning grooves are opened on the four corners of the bottom end of the concrete component body, the positioning pieces are installed in the positioning grooves, the positioning holes are opened in the positioning pieces, the bottom plate is connected with the four positioning pieces in the concrete component body, the bottom end of the mounting pipe is fixed in the middle of the bottom plate, and the spiral skew stirrups are installed in the concrete component body through the mounting pipe. The application solves the problem that the high-strength concrete component is damaged or even broken when the high-strength concrete component is subjected to a fatal failure impact, such as an impact, and the mechanical strength and toughness need to be improved.
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Description

Technical Field

[0001] This invention relates to a precast component, and more particularly to a high-strength composite concrete precast component that is impact-resistant. Background Technology

[0002] Precast components made of high-strength composite concrete meet the structural requirements of precast components and feature high strength, high durability, and high fire resistance. They are commonly used in construction projects, such as bridges, high-rise buildings, and water conservancy projects, as disclosed in patent publication number CN212129491U, to ensure project quality.

[0003] High-strength concrete components are susceptible to fatal failure impacts, such as collisions, which can damage or even destroy the overall structure of the precast components. Therefore, it is necessary to improve their mechanical strength and toughness. Summary of the Invention

[0004] The purpose of this invention is to provide a high-strength composite concrete precast component with impact resistance to solve the above-mentioned technical problems.

[0005] To achieve the above objectives, the present invention adopts the following technical solution: a high-strength composite precast concrete component with impact resistance, comprising a concrete component body, connecting grooves, grouting holes, positioning grooves, positioning elements, positioning holes, a base plate, an installation pipe, and spiral angled stirrups. The connecting grooves are distributed on the side ends of the concrete component body, the grouting holes are distributed at the bottom of the concrete component body, the positioning grooves are opened at the four corners of the bottom end of the concrete component body, the positioning elements are installed in the positioning grooves, the positioning holes are opened through the positioning elements, the base plate is connected to the four positioning elements inside the concrete component body, the bottom end of the installation pipe is fixed to the middle of the base plate, and the spiral angled stirrups are installed inside the concrete component body through the installation pipe.

[0006] Based on the above technical solution, the spiral angled stirrup includes a stirrup frame, connecting holes, spiral angled bars, a bracket, and a sleeve. The stirrup frame has connecting holes distributed along its edges. The spiral angled bars connect all the stirrup frames at equal intervals through the connecting holes. The bracket is installed inside the stirrup frame, and the sleeve is installed in the middle of the bracket and is slidably connected to the side end of the mounting pipe.

[0007] Based on the above technical solution, the spiral angled stirrups provide impact-resistant support for the concrete component under the support of the installation pipe.

[0008] Compared with the prior art, the present invention has the following advantages: The present invention improves the impact resistance and toughness of concrete components by setting a base plate and installation pipe inside the concrete component for installing helical angle stirrups, and improves the impact resistance by using a biomimetic helical angle structure. Attached Figure Description

[0009] Figure 1 This is a schematic diagram of the external structure of the present invention.

[0010] Figure 2 This is a schematic diagram of the internal structure of the present invention.

[0011] Figure 3 This is a schematic diagram of the appearance of the spiral angle stirrup of the present invention.

[0012] Figure 4 This is a schematic diagram of the stirrup frame structure of the present invention.

[0013] In the diagram: 1. Concrete component, 2. Connecting groove, 3. Grouting hole, 4. Positioning groove, 5. Positioning component, 6. Positioning hole, 7. Base plate, 8. Installation pipe, 9. Spiral angled stirrup, 10. Stirrup frame, 11. Connecting hole, 12. Spiral angled stirrup, 13. Support, 14. Pipe sleeve. Detailed Implementation

[0014] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0015] like Figures 1 to 4 As shown, a high-strength composite precast concrete component with impact resistance includes a concrete component body 1, connecting grooves 2, grouting holes 3, positioning grooves 4, positioning elements 5, positioning holes 6, a base plate 7, an installation pipe 8, and spiral angled stirrups 9. The connecting grooves 2 are distributed on the side of the concrete component body 1, the grouting holes 3 are distributed at the bottom of the concrete component body 1, the positioning grooves 4 are opened at the four corners of the bottom of the concrete component body 1, the positioning elements 5 are installed in the positioning grooves 4, the positioning holes 6 are opened through the positioning elements 5, the base plate 7 is connected to the four positioning elements 5 inside the concrete component body 1, the bottom end of the installation pipe 8 is fixed to the middle of the base plate 7, and the spiral angled stirrups 9 are installed inside the concrete component body 1 through the installation pipe 8.

[0016] The spiral angled stirrup 9 includes a stirrup frame 10, connecting holes 11, spiral angled ribs 12, a bracket 13, and a sleeve 14. The connecting holes 11 are distributed on the edge of the stirrup frame 10. The spiral angled ribs 12 connect all the stirrup frames 10 at equal intervals through the connecting holes 11. The bracket 13 is installed inside the stirrup frame 10. The sleeve 14 is installed in the middle of the bracket 13 and is slidably connected to the side end of the mounting tube 8.

[0017] The spiral angled stirrup 9 provides impact-resistant support for the concrete component 1 under the support of the installation pipe 8.

[0018] The working principle of this invention is as follows: During installation, the concrete component 1 is positioned and installed against the pre-reserved steel bars on the ground using the bottom positioning component 5. Grouting is then performed on the concrete component 1 through the grouting hole 3 to complete the installation. The stirrup frame 10 inside the concrete component 1 is helically angled by the helical angled bars 12. This not only supports the concrete component 1 but also enhances its toughness. When subjected to external impact, the stirrup frame 10, with its helical angled bars 12, distributes the external force evenly according to biomimicry, and the force is transmitted to the installation pipe 8 through the bracket 13 for absorption, thereby improving impact resistance.

[0019] The above description represents a preferred embodiment of the present invention. For those skilled in the art, any changes, modifications, substitutions, and variations made to the implementation methods without departing from the principles and spirit of the present invention, based on the teachings of the present invention, still fall within the protection scope of the present invention.

Claims

1. A high-strength composite precast concrete component with impact resistance, comprising a concrete component body (1), a connecting groove (2), a grouting hole (3), a positioning groove (4), a positioning element (5), a positioning hole (6), a base plate (7), an installation pipe (8), and spiral angled stirrups (9), characterized in that: The concrete component (1) has connecting grooves (2) distributed on its side ends, and the grouting holes (3) are distributed at the bottom of the concrete component (1). The positioning grooves (4) are opened at the four corners of the bottom end of the concrete component (1). The positioning parts (5) are installed in the positioning grooves (4), and the positioning holes (6) are opened in the positioning parts (5). The base plate (7) is connected to the four positioning parts (5) inside the concrete component (1). The bottom end of the installation pipe (8) is fixed to the middle of the base plate (7). The spiral angled stirrups (9) are installed inside the concrete component (1) through the installation pipe (8). The spiral angled stirrups (9) wrap around the concrete component (1). The assembly includes a stirrup frame (10), connecting holes (11), spiral angle bars (12), a bracket (13), and a sleeve (14). The stirrup frame (10) has connecting holes (11) distributed on its side. The spiral angle bars (12) connect all the stirrup frames (10) at equal intervals with spiral angles through the connecting holes (11). The bracket (13) is installed inside the stirrup frame (10). The sleeve (14) is installed in the middle of the bracket (13) and is slidably connected to the side end of the installation pipe (8). The spiral angle stirrups (9) provide impact resistance to the concrete component (1) under the support of the installation pipe (8).

Citation Information

Patent Citations

  • Precast part

    CN212129491U

  • High-strength annular concrete pole

    CN217602274U

  • Fabricated prestressed FRP rib recycled concrete beam

    CN217711375U