Reinforced masonry structure of irregular refractory bricks

Abstract

The utility model discloses a reinforced masonry structure of irregular refractory bricks, which belongs to the field of refractory bricks and comprises a foundation pile and refractory brick blocks, the refractory brick blocks are respectively laid on two sides of the foundation pile, a main rib is vertically and fixedly connected to the middle of the bottom end of the foundation pile, and four auxiliary ribs are fixedly connected to the top end of the foundation pile. And the auxiliary reinforcements are uniformly distributed on the outer sides of the main reinforcements. According to the utility model, the distance between two refractory brick blocks close to each other is kept consistent during building, the building operation is convenient, the appearance is attractive, the connection strength between the building mechanism and the foundation pile is enhanced, when the refractory brick block wall body is subjected to external force, the impact force is diffused and shared outwards through the insertion strips, the stress of the impact position is reduced, and the connection strength is ensured; meanwhile, part of stress is dispersed to the main reinforcements and the auxiliary reinforcements through the connecting rods and the connecting frames in sequence and then is shared through the base, the resistance of the whole wall is enhanced, vibration of the wall in the transmission process is greatly reduced through the springs, and cracks of the wall are avoided.

Description

Technical Field

[0001] This utility model relates to the field of refractory bricks, and more specifically, to a reinforced masonry structure for irregular refractory bricks. Background Technology

[0002] Refractory materials are generally divided into two types: unshaped refractories and shaped refractories. Unshaped refractories, also called castables, are mixed powdery granules composed of various aggregates and one or more binders. They must be mixed with one or more liquids before use and have strong fluidity. Shaped refractories generally refer to refractory bricks, which have standard and regular shapes, but can also be temporarily processed during construction as needed.

[0003] When laying irregular refractory bricks, it is essential to ensure not only their aesthetics but, more importantly, their structural strength. However, existing methods typically involve connecting the bricks with cement to form walls. The resulting walls often lack sufficient strength for specific applications, and when subjected to external forces, they cannot effectively dissipate the load. Insufficient cement bonding strength can lead to wall collapse. Reinforcing with steel bars is extremely cumbersome. Therefore, we propose a reinforced masonry structure for irregular refractory bricks to address these issues. Utility Model Content

[0004] 1. Technical problems to be solved

[0005] To address the problems existing in the prior art, the purpose of this utility model is to provide a reinforced masonry structure for irregular refractory bricks. It solves the problems that the existing irregular refractory brick masonry method, which generally uses cement to connect the bricks to form a wall, results in the following issues: the strength of the completed wall is insufficient for the specific area to be used; when the wall is subjected to external forces, it cannot disperse the force in time; the cement connection strength is insufficient, which can easily cause the wall to collapse; and the reinforcement method using steel bars is extremely cumbersome.

[0006] 2. Technical Solution

[0007] To solve the above problems, the present invention adopts the following technical solution.

[0008] A reinforced masonry structure for irregular refractory bricks includes foundation piles and refractory bricks. The refractory bricks are respectively laid on both sides of the foundation piles. A main reinforcement bar is vertically fixedly connected to the middle position of the bottom end of the foundation pile. Four auxiliary reinforcement bars are fixedly connected to the top end of the foundation pile, and the auxiliary reinforcement bars are evenly distributed on the outside of the main reinforcement bars. A reinforcing masonry mechanism is movably connected to the outside of the reinforcing masonry mechanism. An auxiliary reinforcing mechanism is movably fixedly connected to the outside of the reinforcing masonry mechanism, and the auxiliary reinforcing mechanism is inserted into the interior of the refractory bricks.

[0009] Furthermore, the reinforced masonry mechanism includes a connecting frame, a sleeve, a connecting column, a spring, a connecting seat, and a sliding tube. The connecting frame is rectangular and has arc-shaped grooves at its internal corners. There are four connecting columns, which are respectively fixedly connected to the outside of the sleeve. The spring sleeves are respectively fitted onto the outside of the connecting columns, and the connecting seats are respectively fixedly connected to the outside of the connecting columns away from the sleeve. The sliding tubes are respectively fixedly connected to the side of the connecting seats away from the connecting columns.

[0010] Furthermore, the sleeve is slidably connected to the outside of the main reinforcement, and the sliding tube is slidably connected to the outside of the auxiliary reinforcement.

[0011] Furthermore, the connecting frame is located outside the auxiliary rib, and the sliding tubes are respectively located in the arc-shaped groove inside the connecting frame. The two ends of the connecting seat are respectively fixedly connected to the inner side of the connecting frame by bolts.

[0012] Furthermore, the auxiliary reinforcing mechanism includes a connecting rod, a sliding ring, a partition strip, and an insert. There are two connecting rods, the sliding rings are slidably connected to the outer side of the connecting rods, the partition strip is fixedly connected to the opposite side of the sliding rings, and the insert is vertically fixedly connected to the middle position of the partition strip.

[0013] Furthermore, the connecting rods are symmetrically fixed to the outside of the connecting frame, the connecting rods are embedded in the top of the refractory bricks, and the sliding rings and partition strips are respectively engaged within the gap between the two refractory bricks.

[0014] Furthermore, grooves are provided at the middle of both ends of the refractory brick, and the two grooves are close to each other and are adapted to the insert strip. The insert strip is vertically inserted into the opposite side of the two grooves.

[0015] 3. Beneficial Effects

[0016] Compared with existing technologies, the advantages of this utility model are:

[0017] This design involves aligning the sleeve with the main reinforcement and the sliding tube with the auxiliary reinforcement. The sleeve then slides towards the bottom of the main reinforcement until the outer side of the connecting rod is embedded in the surface of the topmost refractory brick. At this point, the sliding ring engages within the spacing between the refractory bricks, ensuring consistent spacing between closely spaced refractory bricks during construction, facilitating construction and enhancing aesthetics. Simultaneously, the insert is inserted into the groove, and the bolts are tightened using tools, causing the connecting seat to press the sliding tube inward, strengthening the connection between the connecting tube and the auxiliary reinforcement. At the same time, the corner of the connecting frame is pulled inward to tighten, further strengthening the connection between the masonry mechanism and the foundation pile. When the refractory brick wall is subjected to external force, the impact force is diffused and distributed outward through the insert, reducing the force at the impact point and ensuring its connection strength. Simultaneously, some of the force is distributed sequentially through the connecting rod and connecting frame to the main and auxiliary reinforcements, and then further distributed through the base, enhancing the overall wall's resistance. Furthermore, the spring significantly reduces vibration during wall transmission, preventing cracks from forming in the wall. Attached Figure Description

[0018] Figure 1 This is a three-dimensional structural diagram of the present invention;

[0019] Figure 2 This is a top-view three-dimensional structural diagram of the present invention;

[0020] Figure 3 This is a schematic diagram of the reinforced masonry mechanism of this utility model;

[0021] Figure 4 This is a schematic diagram of the insert connection structure of this utility model.

[0022] Explanation of the labels in the diagram:

[0023] 1. Foundation pile; 2. Refractory brick; 3. Main reinforcement; 4. Auxiliary reinforcement; 5. Reinforcing masonry mechanism; 501. Connecting frame; 502. Sleeve; 503. Connecting column; 504. Spring; 505. Connecting seat; 506. Sliding tube; 6. Auxiliary reinforcing mechanism; 601. Connecting rod; 602. Sliding ring; 603. Partition strip; 604. Insert strip. Detailed Implementation

[0024] The technical solutions in the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this utility model without creative effort are within the scope of protection of this utility model.

[0025] Example 1:

[0026] Please see Figures 1-4A reinforced masonry structure for irregular refractory bricks includes a foundation pile 1 and refractory brick blocks 2. The refractory brick blocks 2 are respectively built on both sides of the foundation pile 1. A main reinforcement bar 3 is vertically fixedly connected to the middle position of the bottom end of the foundation pile 1. Four auxiliary reinforcement bars 4 are fixedly connected to the top end of the foundation pile 1, and the auxiliary reinforcement bars 4 are evenly distributed on the outside of the main reinforcement bars 3. A reinforcing masonry mechanism 5 is movably connected to the outside of the reinforcing masonry mechanism 3. An auxiliary reinforcing mechanism 6 is movably fixedly connected to the outside of the reinforcing masonry mechanism 5, and the auxiliary reinforcing mechanism 6 is inserted into the interior of the refractory brick blocks 2.

[0027] Example 2:

[0028] In view of the above embodiment 1, further description is provided, see reference. Figure 1 , Figure 2 , Figure 3 and Figure 4 The reinforced masonry mechanism 5 includes a connecting frame 501, a sleeve 502, a connecting column 503, a spring 504, a connecting seat 505, and a sliding tube 506. The connecting frame 501 is rectangular and has arc-shaped grooves at its internal corners. There are four connecting columns 503, which are fixedly connected to the outside of the sleeve 502. The springs 504 are respectively sleeved on the outside of the connecting columns 503, and the connecting seats 505 are respectively fixedly connected to the outside of the connecting columns 503 away from the sleeve 502. The sliding tubes 506 are respectively fixedly connected to the side of the connecting seats 505 away from the connecting columns 503. The sleeve 502 is slidably connected to the outside of the main reinforcement 3, and the sliding tubes 506 are respectively slidably connected to the outside of the auxiliary reinforcement 4. The connecting frame 501 is located outside the auxiliary reinforcement 4, and the sliding tubes 506 are respectively located in the arc-shaped grooves inside the connecting frame 501. The two ends of the connecting seat 505 are respectively fixedly connected to the inside of the connecting frame 501 by bolts.

[0029] Align the sleeve 502 with the main reinforcement 3 and the slide tube 506 with the auxiliary reinforcement 4. Then, the sleeve 502 slides towards the bottom of the main reinforcement 3. Then, tighten the bolt with a tool, so that the connecting seat 505 presses the slide tube 506 inward, which promotes the connection strength between the connecting tube and the auxiliary reinforcement 4. At the same time, pull the corner of the connecting frame 501 inward to tighten it, thereby ensuring the connection strength between the masonry mechanism 5 and the foundation pile 1. When the refractory brick 2 wall is subjected to external force, the impact force is distributed to the main reinforcement 3 and the auxiliary reinforcement 4 through the connecting rod 601 and the connecting frame 501, and then distributed through the base, which enhances the overall wall resistance. Secondly, the spring 504 greatly reduces the vibration during the wall transmission process and avoids cracks in the wall.

[0030] Example 3:

[0031] In view of the above embodiments 1 and 2, further description is provided, please refer to... Figure 1 , Figure 2 and Figure 4The auxiliary reinforcing mechanism 6 includes a connecting rod 601, a sliding ring 602, a partition strip 603, and an insert 604. There are two connecting rods 601. The sliding rings 602 are slidably connected to the outside of the connecting rods 601, and the partition strips 603 are fixedly connected to the opposite side of the sliding rings 602. The insert 604 is vertically fixedly connected to the middle position of the partition strips 603. The connecting rods 601 are symmetrically fixedly connected to the outside of the connecting frame 501. The connecting rods 601 are embedded in the top of the refractory brick 2, and the sliding rings 602 and the partition strips 603 are respectively engaged within the gap between the two refractory bricks 2. The middle position of both ends of the refractory brick 2 is provided with a groove. The two grooves close to each other are adapted to the insert 604. The insert 604 is vertically inserted into the opposite side of the two grooves.

[0032] The connecting rod 601 is embedded into the surface of the topmost refractory brick 2 on the outside. At this time, the sliding ring 602 is engaged in the spacing between the refractory bricks 2, ensuring that the spacing between two refractory bricks 2 that are close to each other remains consistent during construction, which facilitates construction operations and improves aesthetics. At the same time, the insert 604 is inserted into the groove, and the impact force is diffused and distributed outward through the insert 604, reducing the force at the impact point and ensuring the connection strength.

[0033] Based on the above embodiments 1, 2, and 3, the working principle is further described below. In use, irregular refractory bricks 2 are laid on the outside of the base. When a certain height is reached, the sleeve 502 is aligned with the main reinforcement 3, and the sliding tube 506 is aligned with the auxiliary reinforcement 4. The sleeve 502 then slides towards the bottom of the main reinforcement 3 until the connecting rod 601 is embedded in the surface of the topmost refractory brick 2. At this point, the sliding ring 602 engages within the spacing between the refractory bricks 2, ensuring that the spacing between two closely spaced refractory bricks 2 remains consistent during construction, facilitating the construction operation and improving aesthetics. Simultaneously, the insert 604 is inserted into the groove, and the bolt is tightened using a tool shaft. The connecting seat 505 presses the sliding tube 506 inward, increasing the connection strength between the connecting tube and the auxiliary reinforcement 4. At the same time, it pulls the inner corner of the connecting frame 501 inward to tighten, thereby ensuring the connection strength between the reinforced masonry mechanism 5 and the foundation pile 1. When the refractory brick 2 wall is subjected to external force, the impact force is diffused and distributed outward through the insert 604, reducing the force at the impact position and ensuring its connection strength. Meanwhile, part of the force is distributed to the main reinforcement 3 and the auxiliary reinforcement 4 through the connecting rod 601 and the connecting frame 501, and then distributed through the base, enhancing the overall wall resistance. Secondly, the spring 504 greatly reduces the vibration during the wall transmission process, preventing cracks from forming in the wall.

[0034] The above description is merely a preferred embodiment of this utility model; however, the protection scope of this utility model is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the technical scope disclosed in this utility model, based on the technical solution and its improved concept, should be included within the protection scope of this utility model.

Claims

1. A reinforced masonry structure of irregular firebricks comprising foundation piles (1) and firebricks (2), characterised in that: The refractory bricks (2) are respectively built on both sides of the foundation pile (1). The main reinforcement (3) is vertically fixedly connected to the middle position of the bottom end of the foundation pile (1). Four auxiliary reinforcements (4) are fixedly connected to the top of the foundation pile (1), and the auxiliary reinforcements (4) are evenly distributed on the outside of the main reinforcement (3). The outer side of the main reinforcement (3) is movably connected to the reinforcing masonry mechanism (5). The outer side of the reinforcing masonry mechanism (5) is movably fixedly connected to the auxiliary reinforcing mechanism (6), and the auxiliary reinforcing mechanism (6) is inserted into the interior of the refractory bricks (2).

2. A reinforced masonry structure of irregular firebricks according to claim 1, characterised in that: The reinforced masonry mechanism (5) includes a connecting frame (501), a sleeve (502), a connecting column (503), a spring (504), a connecting seat (505), and a sliding tube (506). The connecting frame (501) is rectangular and has arc-shaped grooves at its internal corners. There are four connecting columns (503), and each connecting column (503) is fixedly connected to the outside of the sleeve (502). The springs (504) are respectively sleeved on the outside of the connecting columns (503), and the connecting seats (505) are respectively fixedly connected to the outside of the connecting columns (503) away from the sleeve (502). The sliding tubes (506) are respectively fixedly connected to the side of the connecting seats (505) away from the connecting columns (503).

3. The reinforced masonry structure of irregular refractory bricks according to claim 2, characterized in that: The sleeve (502) is slidably connected to the outside of the main reinforcement (3), and the sliding tube (506) is slidably connected to the outside of the auxiliary reinforcement (4).

4. A reinforced masonry structure of irregular firebricks according to claim 2, wherein: The connecting frame (501) is located outside the auxiliary rib (4), and the sliding tube (506) is located in the arc groove inside the connecting frame (501). The two ends of the connecting seat (505) are respectively fixed to the inner side of the connecting frame (501) by bolts.

5. A reinforced masonry structure of irregular firebricks according to claim 1, wherein: The auxiliary reinforcing mechanism (6) includes a connecting rod (601), a sliding ring (602), a partition strip (603), and an insert (604). There are two connecting rods (601). The sliding rings (602) are slidably connected to the outside of the connecting rods (601), and the partition strip (603) is fixedly connected to the opposite side of the sliding rings (602). The insert (604) is vertically fixedly connected to the middle position of the partition strip (603).

6. A reinforced masonry structure of irregular firebricks according to claim 5, characterised in that: The connecting rod (601) is symmetrically fixed to the outside of the connecting frame (501). The connecting rod (601) is embedded in the top of the refractory brick (2), and the sliding ring (602) and the partition strip (603) are respectively engaged within the gap between the two refractory bricks (2).

7. A reinforced masonry structure of irregular firebricks according to claim 1, wherein: The refractory brick (2) has grooves at the middle of both ends. The two grooves are close to each other and are adapted to the insert (604). The insert (604) is vertically inserted into the opposite side of the two grooves.

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