Controller for secondary structure masonry mortar plumpness and wall perpendicularity

Abstract

The utility model discloses a controller for secondary structure masonry mortar plumpness and wall perpendicularity. The controller comprises a first side limiting plate, a second side limiting plate, a first mortar joint control plate, a second mortar joint control plate and a perpendicularity control plate. The first mortar joint control plate is vertically arranged on the first side limiting plate, the second mortar joint control plate is vertically arranged on the second side limiting plate, the inner wall of the first side limiting plate and the second side limiting plate are attached to two vertically adjacent secondary structure building blocks, and the first mortar joint control plate and the second mortar joint control plate are inserted between the two vertically adjacent secondary structure building blocks; the perpendicularity control plate is connected to the two vertically adjacent secondary structure building blocks in a sleeving mode, so that the surfaces of the two vertically adjacent secondary structure building blocks are attached to the inner wall of the perpendicularity control plate. The utility model relates to the technical field of building construction, and can solve the problems of complex structure, inconvenience in use and low building efficiency of a building block building auxiliary tool in the prior art.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a controller for controlling the fullness of mortar and the verticality of walls in secondary structure masonry. Background Art

[0002] The quality of secondary structural walls constructed with blocks is highly dependent on the skill level of the construction workers. Problems such as insufficient mortar fill, mortar overflow and waste, and poor wall verticality often occur, impacting the quality and aesthetics of the secondary structure walls. To improve block construction quality, several tools are available in the art to assist with block construction.

[0003] Chinese utility model patent CN221053240U discloses a vertical mortar joint construction fixture for masonry blocks, comprising masonry blocks and vertical mortar joints. The masonry blocks are provided with vertical mortar joints, a rotating member is fixedly connected to a clamp, and a hanging plate is fixedly connected to the clamp. The tool structure of the prior art is relatively complex, inconvenient to use, and to some extent affects the masonry efficiency of the masonry blocks. Therefore, it is necessary to provide a controller for the mortar fullness and wall verticality of secondary structure masonry, which can solve the problems of the prior art block masonry auxiliary tool with complex structure, inconvenient use, and low masonry efficiency. Summary of the Invention

[0004] The purpose of the utility model is to provide a controller for the fullness of mortar and the verticality of walls in secondary structure masonry, which can solve the problems of complex structure, inconvenient use and low masonry efficiency of block masonry auxiliary tools in the prior art.

[0005] The utility model is achieved in this way:

[0006] A controller for the mortar fullness and wall verticality of secondary structure masonry, comprising a first side limit plate, a second side limit plate, a first mortar joint control plate, a second mortar joint control plate and a verticality control plate; the first mortar joint control plate is vertically arranged on the inner wall of the first side limit plate, and the first mortar joint control plate is arranged along the horizontal center line of the first side limit plate; the second mortar joint control plate is vertically arranged on the inner wall of the second side limit plate, and the second mortar joint control plate is arranged along the horizontal center line of the second side limit plate; the inner wall of the first side limit plate and the inner wall of the second side limit plate are respectively arranged to fit two vertically adjacent secondary structure blocks, so that the first mortar joint control plate and the second mortar joint control plate are respectively inserted between the two vertically adjacent secondary structure blocks, forming a mortar joint for filling mortar between the two vertically adjacent secondary structure blocks; the verticality control plate is sleeved on the two vertically adjacent secondary structure blocks, so that the surfaces of the two vertically adjacent secondary structure blocks fit against the inner wall of the verticality control plate.

[0007] The end of the first mortar joint control plate away from the first side limiting plate is a slope structure that is narrow at the top and wide at the bottom, and the end of the second mortar joint control plate away from the second side limiting plate is a slope structure that is narrow at the top and wide at the bottom.

[0008] The controller for the fullness of mortar and the verticality of wall in secondary structure masonry also includes a clamping plate, which is clamped on the first side limiting plate and the second side limiting plate.

[0009] The clamping plate is C-shaped, with both side plates of the clamping plate being clamped on the outer walls of the first side limiting plate and the second side limiting plate, and the middle plate of the clamping plate being clamped on one end surface of two vertically adjacent secondary structure blocks.

[0010] The verticality control plate includes a first plywood, a second plywood, a vertical limit plate and a top limit plate; the first plywood and the second plywood are both C-shaped structures, the vertical limit plate is vertically connected between the middle plates of the first plywood and the second plywood, and the top limit plate is connected to the top of the first plywood, so that the first plywood and the second plywood can be clamped on two vertically adjacent secondary structure blocks respectively, and the vertical limit plate is attached to one end surface of the two vertically adjacent secondary structure blocks, and the top limit plate is attached to the top surface of the secondary structure block located above.

[0011] When the top limit plate is attached to the top surface of the secondary structure block located above, the first plywood is arranged along the top edge of the secondary structure block located above and is located above the first side limit plate, and the second plywood is arranged along the bottom edge of the secondary structure block located below and is located below the second side limit plate.

[0012] The first side limiting plate and the second side limiting plate have the same height, the sum of the heights of the first side limiting plate, the first plywood and the second plywood is less than the sum of the heights of the two secondary structure blocks, and the sum of the heights of the second side limiting plate, the first plywood and the second plywood is less than the sum of the heights of the two secondary structure blocks.

[0013] The length of the first side limiting plate, the length of the second side limiting plate, the length of the first mortar joint control plate, the length of the second mortar joint control plate and the length of the secondary structure building block are consistent.

[0014] The thickness of the first mortar joint control plate and the thickness of the second mortar joint control plate are consistent with the mortar joint width of the secondary structure building blocks.

[0015] Compared with the prior art, the present invention has the following beneficial effects:

[0016] 1. The utility model is provided with a first side limit plate, a second side limit plate and a verticality control plate. The first side limit plate and the second side limit plate are attached to the two side surfaces of two vertically adjacent secondary structure blocks from both sides. The verticality control plate is clamped on the two vertically adjacent secondary structure blocks, so that the vertical limit plate and the top limit plate are attached to the end surface and the top surface of the secondary structure blocks. The two vertically adjacent secondary structure blocks can be accurately and quickly aligned, thereby reducing the dependence on the masonry technology level of the construction workers and facilitating the improvement of the masonry efficiency and quality of the secondary structure wall.

[0017] 2. The present invention is provided with the first mortar joint control plate and the second mortar joint control plate. By clamping the first mortar joint control plate and the second mortar joint control plate at the edges on both sides between two vertically adjacent secondary structure blocks, the mortar joint width can be limited, thereby ensuring that the amount of mortar in the mortar joint meets the design requirements, avoiding the mortar being incomplete or overflowing, and ensuring the aesthetics of the mortar joint and the connection reliability of the two secondary structure blocks; at the same time, by utilizing the slope structure of the first mortar joint control plate and the second mortar joint control plate, the mortar can flow and fill the cavity formed by the withdrawal of the first mortar joint control plate and the second mortar joint control plate after the first mortar joint control plate and the second mortar joint control plate are withdrawn, further ensuring the aesthetics of the mortar joint and the aesthetics of the entire wall.

[0018] 3. The utility model is provided with a clamping plate, which can temporarily clamp the first side limit plate and the second side limit plate, which is convenient for filling mortar and laying and positioning the secondary structure blocks located above. The clamping is stable and reliable, and the disassembly is convenient and quick.

[0019] 4. The utility model is made of steel plates as a whole, with a simple structure, easy processing and manufacturing, and convenient installation and disassembly processes. It can improve the masonry efficiency and quality of the secondary structure wall while ensuring full mortar filling and good wall verticality. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is an exploded view of the controller for the fullness of mortar and verticality of walls in secondary structure masonry according to the utility model;

[0021] Figure 2 This is a construction diagram of a controller for the fullness of mortar and verticality of walls in secondary structure masonry (installation of a verticality control panel);

[0022] Figure 3 This is a construction diagram of a controller for the fullness of mortar and verticality of walls in secondary structure masonry (with a clamping plate installed);

[0023] Figure 4 The utility model is a construction flow chart of a controller for controlling the fullness of mortar and verticality of walls in secondary structure masonry.

[0024] In the figure, 1 is the first side limiting plate, 2 is the second side limiting plate, 3 is the first mortar joint control plate, 4 is the second mortar joint control plate, 5 is the verticality control plate, 501 is the first splint, 502 is the second splint, 503 is the vertical limiting plate, 504 is the top limiting plate, 6 is the secondary structure block, and 7 is the clamping plate. DETAILED DESCRIPTION

[0025] The present invention will be further described below with reference to the accompanying drawings and specific embodiments.

[0026] Please see the attached Figure 1 To the attached Figure 4 A controller for controlling the mortar fullness and wall verticality of secondary structure masonry includes a first side limit plate 1, a second side limit plate 2, a first mortar joint control plate 3, a second mortar joint control plate 4, and a verticality control plate 5; the first mortar joint control plate 3 is vertically arranged on the inner wall of the first side limit plate 1, and the first mortar joint control plate 3 is arranged along the horizontal center line of the first side limit plate 1; the second mortar joint control plate 4 is vertically arranged on the inner wall of the second side limit plate 2, and the second mortar joint control plate 4 is arranged along the horizontal center line of the second side limit plate 2; The inner wall of the first side limiting plate 1 and the inner wall of the second side limiting plate 2 are respectively arranged to fit the two vertically adjacent secondary structure blocks 6, so that the first mortar joint control plate 3 and the second mortar joint control plate 4 are respectively inserted between the two vertically adjacent secondary structure blocks 6, and a mortar joint for filling mortar is formed between the two vertically adjacent secondary structure blocks 6; the verticality control plate 5 is sleeved on the two vertically adjacent secondary structure blocks 6, so that the surfaces of the two vertically adjacent secondary structure blocks 6 fit the inner wall of the verticality control plate 5.

[0027] Preferably, the first side limit plate 1, the second side limit plate 2, the first mortar gap control plate 3, the second mortar gap control plate 4, and the verticality control plate 5 are all made of high-strength steel plates, which have high structural strength and are not easily deformed or damaged. The first side limit plate 1 and the first mortar gap control plate 3, and the second side limit plate 2 and the second mortar gap control plate 4 can be formed or welded together in one step.

[0028] The sides of the first and second side limiting plates 1 and 2 facing the secondary structure blocks 6 are the inner walls, while the sides of the first and second side limiting plates 1 and 2 facing away from the secondary structure blocks 6 are the outer walls. Similarly, the sides of the verticality control plates 5 facing the secondary structure blocks 6 are the inner walls. By attaching the inner walls of the first and second side limiting plates 1 and 2 to the sides of two vertically adjacent secondary structure blocks 6 from both sides, the verticality of the two vertically adjacent secondary structure blocks 6 can be guaranteed during installation, thereby ensuring a smooth and beautiful secondary structure wall surface.

[0029] The thickness of the first mortar joint control plate 3 and the second mortar joint control plate 4 can be adaptably made according to the mortar joint width of the secondary structure. The width of the first mortar joint control plate 3 and the second mortar joint control plate 4 is relatively narrow, and only needs to cover the two side edges of the secondary structure building block 6, and is used to determine the distance between two vertically adjacent secondary structure building blocks 6, that is, the mortar joint width.

[0030] After the space between the first mortar joint control plate 3 and the second mortar joint control plate 4 on the top surface of the secondary structure block 6 is filled with mortar, the amount of mortar can meet the requirements of the secondary structure block 6 for mortar fullness, and after removing the first mortar joint control plate 3 and the second mortar joint control plate 4, the mortar can flow into the cavity formed after the first mortar joint control plate 3 and the second mortar joint control plate 4 are removed, filling the entire mortar joint, ensuring the beauty of the mortar joint, and also ensuring the reliable connection between the two vertically adjacent secondary structure blocks 6.

[0031] Please see the attached Figure 1 The end of the first mortar joint control plate 3 away from the first side limit plate 1 has a slope structure that is narrow at the top and wide at the bottom, and the end of the second mortar joint control plate 4 away from the second side limit plate 2 has a slope structure that is narrow at the top and wide at the bottom.

[0032] Due to the setting of the slope structure, the edges of the mortar filled between the first mortar joint control plate 3 and the second mortar joint control plate 4 are also sloped, so that after the first mortar joint control plate 3 and the second mortar joint control plate 4 are removed, the mortar can flow to both sides, thereby filling the entire mortar joint and ensuring that the mortar in the mortar joint is full.

[0033] Please see the attached Figure 1 and attached Figure 3 The controller for the fullness of mortar and verticality of wall in secondary structure masonry also includes a clamping plate 7, which is clamped on the first side limiting plate 1 and the second side limiting plate 2.

[0034] Preferably, the clamping plate 7 can be made of a steel plate with certain elastic deformation properties. The size of the clamping plate 7 is adaptively adjusted according to the thickness of the secondary structure wall. The elastic clamping of the clamping plate 7 is used to temporarily fix the first side limiting plate 1 and the second side limiting plate 2 on the first side limiting plate 1 and the second side limiting plate 2, thereby preventing the first side limiting plate 1 and the second side limiting plate 2 from falling off the secondary structure building block 6.

[0035] Please see the attached Figure 1 and attached Figure 3 The clamping plate 7 is a C-shaped structure, and the two side plates of the clamping plate 7 are clamped on the outer walls of the first side limiting plate 1 and the second side limiting plate 2, and the middle plate of the clamping plate 7 is clamped on one end surface of the two vertically adjacent secondary structure blocks 6.

[0036] The C-shaped clamping plate 7 is easy and quick to assemble and disassemble, and has a good clamping effect on the first side limiting plate 1 and the second side limiting plate 2 .

[0037] Please see the attached Figure 1 and attached Figure 2 The verticality control plate 5 includes a first plywood 501, a second plywood 502, a vertical limit plate 503 and a top limit plate 504; the first plywood 501 and the second plywood 502 are both C-shaped structures, the vertical limit plate 503 is vertically connected between the middle plates of the first plywood 501 and the second plywood 502, and the top limit plate 504 is connected to the top of the first plywood 501, so that the first plywood 501 and the second plywood 502 can be clamped on two vertically adjacent secondary structure blocks 6 respectively, and the vertical limit plate 503 is attached to one end surface of the two vertically adjacent secondary structure blocks 6, and the top limit plate 504 is attached to the top surface of the secondary structure block 6 located above.

[0038] Preferably, the first splint 501, the second splint 502, the vertical limit plate 503 and the top limit plate 504 can be made of one-piece steel plates. The vertical limit plate 503 is connected to the center line of the middle plate of the first splint 501 and the second splint 502, and the top limit plate 504 is connected to the center line of the middle plate of the first splint 501 to ensure uniform and stable force.

[0039] Please see the attached Figure 2 When the top limit plate 504 is attached to the top surface of the secondary structure building block 6 located above, the first plywood 501 is arranged along the top edge of the secondary structure building block 6 located above and is located above the first side limit plate 1, and the second plywood 502 is arranged along the bottom edge of the secondary structure building block 6 located below and is located below the second side limit plate 2.

[0040] The first clamping plate 501 and the second clamping plate 502 are used to clamp two vertically adjacent secondary structure blocks 6. The vertical limit plate 503 is used to vertically tie the first clamping plate 501 and the second clamping plate 502. Combined with the lateral limitation of the two vertically adjacent secondary structure blocks 6 by the first side limit plate 1 and the second side limit plate 2, the two vertically adjacent secondary structure blocks 6 are aligned and fixed by mortar.

[0041] The first side limit plate 1 and the second side limit plate 2 have the same height, the sum of the heights of the first side limit plate 1 and the first plywood 501 and the second plywood 502 is less than the sum of the heights of the two secondary structure blocks 6, and the sum of the heights of the second side limit plate 2 and the first plywood 501 and the second plywood 502 is less than the sum of the heights of the two secondary structure blocks 6. While ensuring that the two vertically adjacent secondary structure blocks 6 are limited and aligned, the first side limit plate 1 and the second side limit plate 2 are installed without interfering with the verticality control plate 5.

[0042] The length of the first side limiting plate 1 , the length of the second side limiting plate 2 , the length of the first mortar joint control plate 3 , the length of the second mortar joint control plate 4 and the length of the secondary structure block 6 are consistent.

[0043] During installation, both ends of the first side limiting plate 1, the second side limiting plate 2, the first mortar joint control plate 3 and the second mortar joint control plate 4 are aligned with the two ends of the secondary structure building block 6, so that the two vertically adjacent secondary structure building blocks 6 can be aligned more accurately and quickly, ensuring the quality and efficiency of masonry.

[0044] The thickness of the first mortar joint control plate 3 and the thickness of the second mortar joint control plate 4 are consistent with the mortar joint width of the secondary structure building block 6.

[0045] By setting the first mortar joint control plate 3 and the second mortar joint control plate 4, the gap width between two vertically adjacent secondary structure blocks 6, that is, the width of the mortar joint, can be limited, thereby ensuring the filling saturation of the mortar in the mortar joint.

[0046] Since the first mortar joint control plate 3 and the second mortar joint control plate 4 have a certain width, and after the first mortar joint control plate 3 and the second mortar joint control plate 4 are pulled out, the mortar will flow to both sides to fill the cavity formed by the withdrawal of the first mortar joint control plate 3 and the second mortar joint control plate 4, and the thickness of the first mortar joint control plate 3 and the second mortar joint control plate 4 can also be made slightly larger than the mortar joint width, thereby ensuring the consistency of the thickness of the mortar after flow filling and the mortar joint width.

[0047] Please see the attached Figure 1 To the attached Figure 4 The use method and working principle of the utility model in secondary structure masonry are as follows:

[0048] After the secondary structure block 6 (hereinafter referred to as the lower block) located below is completed, when the secondary structure block 6 (hereinafter referred to as the upper block) is built above the lower block, the lower inner walls of the first side limiting plate 1 and the second side limiting plate 2 are respectively attached to the two side surfaces of the lower block, and the first mortar joint control plate 3 and the second mortar joint control plate 4 are respectively attached to the two side edges of the top surface of the lower block.

[0049] The clamping plate 7 is used to temporarily clamp the first side limit plate 1 and the second side limit plate 2 to prevent the first side limit plate 1 and the second side limit plate 2 from falling off. Mortar is filled on the top surface of the lower block so that the mortar fills the space between the first mortar joint control plate 3 and the second mortar joint control plate 4.

[0050] Insert the upper block between the first side limiting plate 1 and the upper portion of the second side limiting plate 2. The two side surfaces of the upper block are respectively in contact with the upper inner walls of the first side limiting plate 1 and the second side limiting plate 2. The two side edges of the bottom surface of the upper block are placed on the first mortar joint control plate 3 and the second mortar joint control plate 4. The first side limiting plate 1 and the second side limiting plate 2 vertically limit the upper and lower blocks to ensure the flatness of the secondary structure wall surface.

[0051] First remove the clamping plate 7, then install the verticality control plate 5. Specifically, clamp the two side plates of the first clamping plate 501 to the top of the upper block, clamp the two side plates of the second clamping plate 502 to the bottom of the lower block, and attach the top limit plate 504 to the top surface of the upper block. Attach the middle plate of the first clamping plate 501, the middle plate of the second clamping plate 502, and the vertical limit plate 503 to one end surface of the upper and lower blocks, ensuring accurate and efficient alignment of the upper and lower blocks.

[0052] Pull out the first and second side limit plates 1 and 2 from both sides, allowing the mortar to flow under the pressure of the upper block and fill the gap between the upper and lower blocks. Once the mortar has solidified and reached a certain strength, remove the verticality control plate 5 and proceed to the next secondary structure block 6.

[0053] The above are only preferred embodiments of the present invention and are not intended to limit the scope of protection of the present invention. Therefore, any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A controller for the fullness of mortar and verticality of walls in secondary structure masonry, characterized by: The utility model comprises a first side limit plate (1), a second side limit plate (2), a first mortar gap control plate (3), a second mortar gap control plate (4) and a verticality control plate (5); the first mortar gap control plate (3) is vertically arranged on the inner wall of the first side limit plate (1), and the first mortar gap control plate (3) is arranged along the horizontal center line of the first side limit plate (1); the second mortar gap control plate (4) is vertically arranged on the inner wall of the second side limit plate (2), and the second mortar gap control plate (4) is arranged along the horizontal center line of the second side limit plate (2); the inner wall of the first side limit plate (1) is provided with a plurality of mortar gaps, wherein the mortar gaps are provided on the inner wall of the second side limit plate (2). The inner wall of the second side limit plate (2) is respectively arranged to fit two vertically adjacent secondary structure blocks (6), so that the first mortar joint control plate (3) and the second mortar joint control plate (4) are respectively inserted between the two vertically adjacent secondary structure blocks (6), and a mortar joint for filling mortar is formed between the two vertically adjacent secondary structure blocks (6); the verticality control plate (5) is sleeved on the two vertically adjacent secondary structure blocks (6), so that the surfaces of the two vertically adjacent secondary structure blocks (6) fit the inner wall of the verticality control plate (5).

2. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 1, characterized in that: The end of the first mortar gap control plate (3) away from the first side limit plate (1) is a slope structure that is narrow at the top and wide at the bottom, and the end of the second mortar gap control plate (4) away from the second side limit plate (2) is a slope structure that is narrow at the top and wide at the bottom.

3. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 1 or 2, characterized in that: The controller for the fullness of mortar and verticality of wall in secondary structure masonry also includes a clamping plate (7), which is clamped on the first side limit plate (1) and the second side limit plate (2).

4. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 3, characterized in that: The clamping plate (7) is a C-shaped structure, and the two side plates of the clamping plate (7) are clamped on the outer walls of the first side limiting plate (1) and the second side limiting plate (2), and the middle plate of the clamping plate (7) is clamped on one end surface of two vertically adjacent secondary structure blocks (6).

5. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 1, characterized in that: The verticality control plate (5) comprises a first clamping plate (501), a second clamping plate (502), a vertical limiting plate (503) and a top limiting plate (504); the first clamping plate (501) and the second clamping plate (502) are both C-shaped structures, the vertical limiting plate (503) is vertically connected between the middle plates of the first clamping plate (501) and the second clamping plate (502), and the top limiting plate (504) is connected to the top of the first clamping plate (501), so that the first clamping plate (501) and the second clamping plate (502) can be clamped on two vertically adjacent secondary structure blocks (6) respectively, and the vertical limiting plate (503) is attached to one end surface of the two vertically adjacent secondary structure blocks (6), and the top limiting plate (504) is attached to the top surface of the secondary structure block (6) located above.

6. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 5, characterized in that: When the top limiting plate (504) is attached to the top surface of the secondary structural block (6) located above, the first clamping plate (501) is arranged along the top edge of the secondary structural block (6) located above and is located above the first side limiting plate (1), and the second clamping plate (502) is arranged along the bottom edge of the secondary structural block (6) located below and is located below the second side limiting plate (2).

7. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 6, characterized in that: The first side limiting plate (1) and the second side limiting plate (2) have the same height; the sum of the heights of the first side limiting plate (1), the first clamping plate (501), and the second clamping plate (502) is less than the sum of the heights of the two secondary structure blocks (6); and the sum of the heights of the second side limiting plate (2), the first clamping plate (501), and the second clamping plate (502) is less than the sum of the heights of the two secondary structure blocks (6).

8. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 1 or 2, characterized in that: The length of the first side limiting plate (1), the length of the second side limiting plate (2), the length of the first mortar joint control plate (3), the length of the second mortar joint control plate (4) and the length of the secondary structure block (6) are consistent.

9. The controller for controlling the mortar fullness and wall verticality of secondary structure masonry according to claim 8, characterized in that: The thickness of the first mortar joint control plate (3) and the thickness of the second mortar joint control plate (4) are consistent with the mortar joint width of the secondary structure building block (6).

Images