High-strength concrete block

By installing longitudinal steel bars, stirrups, and steel fibers inside the concrete blocks to form a steel mesh skeleton, the problem of insufficient strength of existing concrete blocks is solved, and the high strength and crack resistance are improved, making it suitable for the construction of high-strength walls and harsh scenarios.

CN224266419UActive Publication Date: 2026-05-22GUANGAN SHENGHE NEW BUILDING MATERIALS CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
GUANGAN SHENGHE NEW BUILDING MATERIALS CO LTD
Filing Date
2025-05-26
Publication Date
2026-05-22

AI Technical Summary

Technical Problem

Existing concrete blocks are insufficient in terms of strength, have weak crack resistance and impact resistance, are prone to cracking, and cannot meet the construction requirements of high-strength walls. Furthermore, their application is limited in harsh scenarios such as super high-rise buildings and bridge foundations.

Method used

Longitudinal steel bars, stirrups, and steel fibers are installed inside the concrete blocks to form a steel mesh skeleton. Steel fibers are added to the concrete, and the structural stability and tensile strength are enhanced by the design of holes and threaded connections, thus preventing the formation and propagation of cracks.

Benefits of technology

It improves the structural stability and strength of concrete blocks, enhances tensile strength, prevents crack propagation, and is suitable for harsh scenarios such as super high-rise buildings and bridge foundations, while reducing construction costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of building accessories, in particular to a high-strength concrete block which comprises a concrete block body, a plurality of longitudinal steel bars are fixedly mounted in the concrete block body, a plurality of steel fibers are fixedly mounted in the concrete block body, and three stirrups are fixedly mounted on the outer surfaces of the longitudinal steel bars. According to the improved concrete building block, a plurality of longitudinal steel bars are added, the tensile capacity of the building block is enhanced, then the longitudinal steel bars are hooped through stirrups, a regular steel bar grid framework is formed, it is guaranteed that the positions of the longitudinal steel bars are accurate when concrete is poured, displacement is avoided, formation and expansion of oblique cracks are prevented, and sudden brittle failure of components caused by shearing force is avoided; the surfaces of all the steel bars are provided with threads, and steel fibers are added into the concrete, so that the contact area of the steel bars and the concrete can be increased, stress distribution is more uniform, and generation and expansion of concrete cracks are delayed.
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Description

Technical Field

[0001] This utility model relates to the field of building component technology, specifically high-strength concrete blocks. Background Technology

[0002] Concrete blocks are block-shaped building materials made by mixing cement, sand, stone and other cementing materials with aggregates in a certain proportion, and then mixing, molding and curing them. They have a wide range of uses, including building wall construction, partition wall construction, foundation and municipal facilities. They have the characteristics of high strength, good durability and convenient construction. They can also utilize industrial waste and meet environmental protection and energy-saving requirements. They are one of the main wall materials to replace clay bricks and are widely used in modern buildings.

[0003] During the design process of this utility model, the following problems were discovered in the existing technology:

[0004] Existing concrete blocks have significant shortcomings in strength, making it difficult to meet the requirements for constructing high-strength walls. Due to limitations in material proportions, molding processes, and curing conditions, the internal porosity of the blocks is relatively high, resulting in weak crack resistance and impact resistance. They are prone to cracking under load or environmental influences, affecting structural safety and durability. Furthermore, to compensate for the lack of strength, it is necessary to increase the wall thickness or adopt composite structures, which not only increases self-weight and space occupation but may also increase construction costs. In scenarios with stringent requirements for material strength, such as super high-rise buildings and bridge foundations, they are difficult to replace high-strength masonry or reinforced concrete structures, thus limiting their application scope. Utility Model Content

[0005] The purpose of this invention is to provide high-strength concrete blocks to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a high-strength concrete block, comprising a concrete block body, wherein a plurality of longitudinal steel bars are fixedly installed inside the concrete block body, a plurality of steel fibers are fixedly installed inside the concrete block body, and three stirrups are fixedly installed on the outer surface of the longitudinal steel bars.

[0007] More preferably, the concrete block body has several holes inside.

[0008] More preferably, a transverse partition is fixedly installed inside the concrete block body, and a longitudinal partition is fixedly installed inside the concrete block body.

[0009] More preferably, a number of first diagonal bracing steel bars are fixedly installed inside the concrete block body.

[0010] More preferably, a number of second diagonal bracing steel bars are fixedly installed inside the concrete block body.

[0011] More preferably, the outer surfaces of the longitudinal reinforcing bars, stirrups, first diagonal bracing bars, and second diagonal bracing bars are all threaded.

[0012] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0013] Holes are made in the center of the blocks to avoid the cracking risk caused by the thermal expansion and contraction of concrete, indirectly improving the structural stability and strength of the blocks. By adding several longitudinal steel bars, the tensile strength of the blocks is enhanced. Stirrups are then used to encircle the longitudinal steel bars, forming a regular steel mesh skeleton. This ensures that the longitudinal steel bars are accurately positioned during concrete pouring, preventing displacement and allowing them to directly bear the shear force generated by the load, preventing the formation and propagation of diagonal cracks and avoiding sudden brittle failure of the components due to shear force. All steel bar surfaces are threaded to increase the contact area between the steel bars and concrete, making the stress distribution more uniform, reducing local stress concentration, and delaying the generation and propagation of concrete cracks. Finally, steel fibers are added to the concrete, which can also effectively prevent concrete cracking and enhance the concrete strength. Attached Figure Description

[0014] Figure 1 This is a top view of the structure of this utility model;

[0015] Figure 2 This is a front cross-sectional view of the structure of this utility model;

[0016] Figure 3 This is a side cross-sectional view of the structure of this utility model;

[0017] Figure 4 This is a schematic diagram of the internal structure of this utility model.

[0018] In the diagram: 1. Concrete block body; 11. Hole; 12. Horizontal partition; 13. Longitudinal partition; 14. Longitudinal reinforcement; 15. Stirrup; 16. First diagonal bracing reinforcement; 17. Second diagonal bracing reinforcement; 18. Steel fiber; 19. Thread. Detailed Implementation

[0019] 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 skilled in the art without creative effort are within the protection scope of the present utility model.

[0020] Please see Figures 1 to 4The present invention provides a technical solution: a high-strength concrete block, comprising a concrete block body 1, wherein a plurality of longitudinal steel bars 14 are fixedly installed inside the concrete block body 1, a plurality of steel fibers 18 are fixedly installed inside the concrete block body 1, and three stirrups 15 are fixedly installed on the outer surface of the longitudinal steel bars 14.

[0021] In this embodiment, as Figure 1 and Figure 4 As shown, the concrete block body 1 has several holes 11 inside.

[0022] In this embodiment, as Figure 1 and Figure 4 As shown, a transverse partition 12 is fixedly installed inside the concrete block body 1, and a longitudinal partition 13 is fixedly installed inside the concrete block body 1.

[0023] In this embodiment, as Figure 2 , Figure 3 and Figure 4 As shown, several first diagonal bracing steel bars 16 are fixedly installed inside the concrete block body 1.

[0024] In this embodiment, as Figure 2 , Figure 3 and Figure 4 As shown, several second diagonal bracing steel bars 17 are fixedly installed inside the concrete block body 1.

[0025] In this embodiment, as Figure 2 , Figure 3 and Figure 4 As shown, the outer surfaces of the longitudinal reinforcement 14, stirrup 15, first diagonal bracing reinforcement 16, and second diagonal bracing reinforcement 17 are all threaded 19.

[0026] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, the high-strength concrete block operates as follows during use:

[0027] First, during the production process, the user constructs a template with a specific shape and leaves holes 11 in it. Then, several longitudinal steel bars 14 are inserted at the four corners of the template and at the connection points between the horizontal partitions 12, the vertical partitions 13, and the outer frame. Next, stirrups 15 are fitted onto the outer surface of the longitudinal steel bars 14 around the template for securing them. Stirrups are added to the top, middle, and bottom layers. Then, two first diagonal bracing steel bars 16 are tied between the two longitudinal steel bars 14 on the front and back sides of the device, forming a scissor bracing configuration. Two second diagonal bracing steel bars 17 are then tied to the left and right sides of the block, also forming a scissor bracing configuration. Finally, steel fibers 18 are added to the concrete and mixed. The mixture is then poured into the mold. After waiting for a few days, the template is removed to obtain the new concrete block.

[0028] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely preferred examples and are not intended to limit the utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claimed utility model. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A high-strength concrete block, comprising a concrete block body (1), characterized in that: The concrete block body (1) has several longitudinal steel bars (14) fixedly installed inside, several holes (11) are opened inside the concrete block body (1), a transverse partition (12) is fixedly installed inside the concrete block body (1), and a longitudinal partition (13) is fixedly installed inside the concrete block body (1). The concrete block body (1) is internally fixed with several steel fibers (18), the longitudinal steel bar (14) is externally fixed with three stirrups (15), the concrete block body (1) is internally fixed with several first diagonal bracing steel bars (16), the concrete block body (1) is internally fixed with several second diagonal bracing steel bars (17), and the outer surfaces of the longitudinal steel bar (14), stirrups (15), first diagonal bracing steel bars (16), and second diagonal bracing steel bars (17) are all threaded (19).