Wall crack repairing and reinforcing structure

The combined structure of the shell, adhesive and circular tube solves the problems of easy cracking of concrete filling and easy corrosion of bolt fixing, achieves stable repair of wall cracks and enhanced bearing capacity, and has waterproofness and durability.

CN223374142UActive Publication Date: 2025-09-23临朐县建筑业发展中心
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Patent Information

Application Number
CN202422853259.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-22
Publication Date
2025-09-23
Estimated Expiration
2034-11-22

AI Technical Summary

Technical Problem

In the existing technology, filling wall cracks with concrete is prone to creating new cracks, while fixing with bolts destroys the wall structure and is prone to corrosion at the seaside, causing the reinforced structure to fail.

Method used

A combination of an outer shell, a first adhesive, a second adhesive and circular tubes of different radii is used. The circular tubes are filled with the first concrete, the outer shell is bonded to the wall, the circular tubes are in close contact with the cracks, the second adhesive fills the gaps, and the outer shell and the second concrete support the circular tubes to form a stable connection structure.

Benefits of technology

It achieves uniform distribution of stress in the crack area of ​​the wall, enhances integrity and stability, improves bearing capacity, prevents local stress concentration, has waterproofness and durability, offsets shear force, and prevents the occurrence of new cracks.

✦ Generated by Eureka AI based on patent content.

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    Figure CN223374142U_ABST
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Abstract

The utility model discloses a wall crack repairing and reinforcing structure which comprises a shell and a second adhesive, second concrete is arranged in the shell, a first adhesive is arranged at an end opening of the shell, a plurality of round pipes with different radiuses are arranged in a crack, and the round pipes are attached to the inner wall of the crack. According to the wall crack repairing and reinforcing structure, stress is conducted through the round pipe, so that it is guaranteed that the shape of a crack is stabilized, the stress is more evenly distributed in the whole wall crack area, local stress concentration points are reduced, the integrity and stability are enhanced, the bearing capacity and the deformation resistance of the round pipe are further improved in cooperation with first concrete, and the service life of the round pipe is prolonged. And then the second adhesive is used for filling a tiny gap between the round pipe and the crack to form tight connection, and the second adhesive has certain elasticity, so that when the crack of the wall body slightly deforms, the second adhesive has elasticity, and the wall is not easy to crack.
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Description

Technical Field

[0001] The utility model relates to the technical field, in particular to a wall crack repair and reinforcement structure. Background Art

[0002] Currently in the field of building structures, as time goes by, uneven foundations or external factors may cause the design load of the house to be lower than the actual load, resulting in larger cracks in the wall structure due to excessive load.

[0003] Cracks on the wall surface are generally filled with concrete, but concrete is a brittle material with a high elastic modulus and relatively poor deformation capacity. After filling the cracks in the wall, as water is lost, the volume of the concrete decreases, and the shrinkage stress exceeds the bonding force between the concrete and the wall, new cracks will appear at the filled parts, and the cracks may further weaken the integrity of the wall. Alternatively, the wall can be fixed with bolts and reinforced with rods, but the bolts will destroy the original structure of the wall, and then local stress concentration will occur at the contact point between the bolts and the wall, which may cause new cracks. In coastal areas, the air humidity is high and the water vapor in the air has a high salt content, which seriously corrodes the bolts and easily causes failure of the reinforced structure.

[0004] To this end, the utility model provides a wall crack repair and reinforcement structure to solve the above problems. Utility Model Content

[0005] In view of the deficiencies in the prior art, the utility model provides a wall crack repair and reinforcement structure to solve the above problems.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: a wall crack repair and reinforcement structure, characterized in that it includes an outer shell and a second adhesive, a second concrete is arranged inside the outer shell, a first adhesive is arranged at the port of the outer shell, a plurality of circular tubes with different radii are arranged in the crack, the circular tubes are fitted with the inner wall of the crack, the second adhesive is arranged inside the crack and outside the circular tubes, and the first concrete is arranged inside the circular tubes.

[0007] Preferably, the shell is arranged on the wall surface, and the shell is bonded to the wall surface by a first adhesive and a second concrete, and the top end of the shell is inclined.

[0008] Preferably, the first adhesive is epoxy resin glue.

[0009] Preferably, the surface of the circular tube is provided with roughness, and the circular tube is made of stainless steel.

[0010] Preferably, the second adhesive is polyurethane glue, and the shell is made of ABS plastic.

[0011] Preferably, the length of the circular tube inside the crack is twice as long as the length extending outside the crack.

[0012] Preferably, one end of the circular tube away from the crack is fixedly connected in the second concrete.

[0013] Beneficial effects:

[0014] The utility model provides a wall crack repair and reinforcement structure. Compared with the existing technology, it has the following advantages:

[0015] (1) A wall crack repair and reinforcement structure, which transmits stress through a circular tube, thereby ensuring a stable crack shape, making the stress more evenly distributed in the entire wall crack area, reducing local stress concentration points, thereby enhancing integrity and stability, and cooperating with the first concrete to further improve the bearing capacity and deformation resistance of the circular tube, and then using a second adhesive to fill the tiny gap between the circular tube and the crack to form a tight connection, and the second adhesive has a certain elasticity. When the wall crack is slightly deformed, the second adhesive has elasticity and the wall will not crack easily.

[0016] (2) A wall crack repair and reinforcement structure, which uses the second concrete and the shell to provide compressive support and lateral restraint to the circular tube, thereby improving the bearing capacity of the circular tube at the crack location.

[0017] (3) A wall crack repair and reinforcement structure, which uses an outer shell, a first adhesive and a second concrete to protect a circular tube set in the second concrete from being corroded by chloride ions in seaside water vapor, thereby causing structural damage. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a side view of the overall device of the utility model;

[0019] Figure 2 It is a side view of the housing of the utility model;

[0020] Figure 3 This is a side view of the circular tube structure of the utility model;

[0021] Figure 4 This is a front view of the overall device of the utility model;

[0022] Figure 5 It is a sectional side view of the present invention.

[0023] In the figure, 1 is the first concrete; 2 is the second concrete; 3 is the shell; 4 is the first adhesive; 5 is the second adhesive; 6 is the round tube. DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0025] Example 1:

[0026] See also Figure 1-5 A wall crack repair and reinforcement structure includes an outer shell 3 and a second adhesive 5. A second concrete 2 is arranged inside the outer shell 3. A first adhesive 4 is arranged at the port of the outer shell 3. Several circular tubes 6 with different radii are arranged in the crack. The circular tubes 6 are fitted with the inner wall of the crack. The second adhesive 5 is arranged in the crack and outside the circular tubes 6. The first concrete 1 is arranged in the circular tubes 6.

[0027] The shell 3 is arranged on the wall surface, and is bonded to the wall surface by the first adhesive 4 and the second concrete 2, with the top of the shell 3 tilted at 45 degrees.

[0028] The first adhesive 4 is epoxy resin glue.

[0029] The surface of the round tube 6 is provided with rough textures, and the round tube 6 is made of stainless steel.

[0030] The second adhesive 5 is made of polyurethane glue, and the housing 3 is made of ABS plastic.

[0031] The length of the circular tube 6 inside the crack is twice as long as the length outside the crack.

[0032] One end of the circular tube 6 away from the crack is fixedly connected to the second concrete 2 .

[0033] Working principle: After the circular tube 6 is inserted into the crack, the circular tube 6 is in close contact with the crack, so that the stress on one side of the crack is transmitted to the other side through the circular tube 6, thereby ensuring a stable crack shape and making the stress more evenly distributed in the entire wall crack area, reducing local stress concentration points, thereby enhancing integrity and stability.

[0034] The first concrete 1 in the circular tube 6 further improves the bearing capacity and deformation resistance of the circular tube 6. The roughness set on the outer side of the steel tube facilitates fixation with the second adhesive 5, thereby filling the tiny gap between the circular tube 6 and the crack to form a tight connection. The second adhesive 5 has a certain elasticity. When the wall crack is slightly deformed, the second adhesive 5 is elastic and the wall will not crack easily. The second adhesive 5 offsets the shear force of the wall, thereby improving the overall performance of the wall crack after repair, and having waterproofness and durability.

[0035] The circular tube 6 outside the crack is then fixed by the second concrete 2 on the outside and the outer shell 3, so that the circular tube 6 is limited by the second concrete 2 on the outside. The second concrete 2 provides compressive support and lateral constraints to the circular tube 6, thereby improving the bearing capacity of the circular tube 6 at the crack location.

[0036] The waterproof property of the interior of the second concrete 2 is improved by the inclination provided on the outer shell 3 and the first adhesive 4 .

[0037] Meanwhile, the contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0038] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0039] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A wall crack repair and reinforcement structure, characterized by: The invention comprises an outer shell (3) and a second adhesive (5), wherein a second concrete (2) is arranged inside the outer shell (3), a first adhesive (4) is arranged at a port of the outer shell (3), a plurality of circular tubes (6) of different radii are arranged in the crack, the circular tubes (6) are fitted with the inner wall of the crack, the second adhesive (5) is arranged in the crack and outside the circular tubes (6), and the first concrete (1) is arranged in the circular tubes (6).

2. A wall crack repair and reinforcement structure according to claim 1, characterized in that: The shell (3) is arranged on the wall surface, and the shell (3) is bonded to the wall surface via the first adhesive (4) and the second concrete (2), and the top end of the shell (3) is inclined at 45 degrees.

3. A wall crack repair and reinforcement structure according to claim 1, characterized in that: The first adhesive (4) is epoxy resin glue.

4. A wall crack repair and reinforcement structure according to claim 1, characterized in that: The surface of the circular tube (6) is provided with roughness, and the circular tube (6) is made of stainless steel.

5. The wall crack repair and reinforcement structure according to claim 1, characterized in that: The second adhesive (5) is made of polyurethane glue, and the housing (3) is made of ABS plastic.

6. The wall crack repair and reinforcement structure according to claim 1, characterized in that: The length of the circular tube (6) inside the crack is twice as long as the length outside the crack.

7. The wall crack repair and reinforcement structure according to claim 1, characterized in that: One end of the circular tube (6) away from the crack is fixedly connected in the second concrete (2).