A concrete solid block masonry wall

Abstract

A kind of concrete solid block masonry wall, strong pull reinforced net is embedded in horizontal mortar joint of masonry wall, and strong pull reinforced net includes strong pull bar and vertical strong pull bar being arranged along the length of horizontal mortar joint longitudinal extension direction and screw rod being fixedly welded with strong pull bar, mortar thickness controller is symmetrically arranged on both sides of screw rod, mortar thickness controller includes limiting piece, positioning nut one, positioning nut two and adjustable internal thread sleeve being sequentially arranged from the outside of block, adjustable internal thread sleeve top surface is provided with fixed moment piece, and the distance between the outside surface of fixed moment piece and the inside surface of limiting piece is mortar thickness.Concrete solid block masonry wall is embedded with strong pull reinforced net, and strong pull reinforced net includes 6mm screw rod and strong pull bar, and is embedded in mortar joint, and the both ends of 6mm screw rod adopt telescopic device, so that the thickness of plastering is effectively controlled, and manual plastering cake is not needed, and the adjustment efficiency is high.

Description

Technical Field

[0001] This application relates to the field of building construction, specifically to a type of solid concrete block masonry wall. Background Technology

[0002] Existing technology uses the thickness of traditional construction mortar spots to control the thickness of plaster, which requires a lot of manpower for measurement. Moreover, the quality deviation of manual construction is large, and there will be cases where the plaster thickness is too thick or too thin. It will also lead to large deviations in the vertical flatness of the plaster. Therefore, secondary manual grinding is required. Otherwise, it cannot meet the requirements. In addition, the construction mortar spots may fall off, which greatly affects the construction progress and the quality of construction. Utility Model Content

[0003] The purpose of this utility model is to provide a concrete solid block masonry wall to solve the technical problems mentioned in the background art.

[0004] To achieve the above objectives, the present invention adopts the following technical solution: A concrete solid block masonry wall is characterized in that: a strong tensile steel mesh is embedded in the horizontal mortar joints of the masonry wall, the strong tensile steel mesh includes strong tensile bars and vertical strong tensile bars that are extended longitudinally along the horizontal mortar joints and are welded and fixed to the strong tensile bars by a screw rod, and plaster thickness controllers are symmetrically provided on both sides of the screw rod, the plaster thickness controllers include a limiting plate, a positioning nut one, a positioning nut two and an adjustable internal thread sleeve arranged sequentially from the outside of the masonry block, the top surface of the adjustable internal thread sleeve is provided with a torque plate, and the distance between the outer side of the torque plate and the inner side of the limiting plate is the plaster thickness.

[0005] More preferably, the positioning nuts of the plaster thickness controllers on both sides are tightened to the opposite side, so that the inner side of the limiting plate is in close contact with the adjacent block.

[0006] Furthermore, the adjustable internal thread sleeve can be screwed in or out to adjust the distance between the limiting plate and the fixed torque plate.

[0007] Furthermore, an anti-torsion rod is provided between the limiting plate and the fixed moment plate. One end of the anti-torsion rod is connected to the inner side of the limiting plate, and the other end passes through a pre-drilled hole on the anti-torsion rod, with the end that passes through being bent.

[0008] Furthermore, the end of the anti-torsion rod is hooked and fixed to the hook ring on the inner side of the limiting piece.

[0009] Furthermore, the anti-torsion bar is made of steel wire.

[0010] In addition, the anti-torsion bar is a T-shaped structure, and the horizontal part of the T-shaped structure is limited within the circular limiting hole located on the inner side of the torque plate.

[0011] More preferably, the reinforcing bar includes two steel bars arranged side by side, with the ends of the two steel bars bent, and the threaded rods are spaced apart along the extension direction of the reinforcing bar.

[0012] Compared with the prior art, this utility model has the following features and beneficial effects: The concrete solid block masonry wall is embedded with a high-strength steel mesh, which includes Ø6mm threaded rods and strong reinforcing bars, and is pre-embedded in the mortar joints. The two ends of the Ø6mm threaded rods are equipped with telescopic devices, which effectively controls the thickness of the plaster. There is no need for manual mortar patching, and the adjustment efficiency is high. This achieves the concept of green construction and has good promotion and practical value. After widespread promotion and application, it will generate good economic benefits. Attached Figure Description

[0013] Figure 1 This application provides a schematic diagram of a concrete solid block masonry wall structure. Figure 1 ; Figure 2 This application provides a schematic diagram of a solid concrete block masonry wall. Figure 2 ; Figure 3 This is a schematic diagram of the plaster thickness controller structure involved in this application; Figure 4 This is a diagram illustrating the connection between the anti-torsion bar and the spacer plate involved in this application.

[0014] Figure reference numerals: 1-Strength tie rod; 2-Screw rod; 3-Plaster thickness controller; 31-Limiting plate; 32-Positioning nut one; 33-Positioning nut two; 34-Adjustable internal thread sleeve; 35-Torque plate; 36-Anti-torsion rod; 37-Circular limiting hole; 38-Rectangular hole. Detailed Implementation

[0015] To make the technical means, innovative features, objectives and effects of this utility model easier to understand, the utility model will be further described below.

[0016] The embodiments described herein are specific implementations of this utility model, used to illustrate the concept of this utility model. They are all illustrative and exemplary, and should not be construed as limiting the implementation methods or scope of this utility model. In addition to the embodiments described herein, those skilled in the art can employ other obvious technical solutions based on the content disclosed in the claims and specification of this application. These technical solutions include those that make any obvious substitutions and modifications to the embodiments described herein.

[0017] Example 1 A type of solid concrete block masonry wall, such as Figures 1-4As shown, a strong tensile steel mesh is embedded in the horizontal mortar joint of the masonry wall. The strong tensile steel mesh includes a strong tensile bar 1 extending along the longitudinal direction of the horizontal mortar joint and a vertical strong tensile bar 1, and a screw rod 2 welded and fixed to the strong tensile bar 1. Plaster thickness controllers 3 are symmetrically arranged on both sides of the screw rod 2. The plaster thickness controller 3 includes a limiting plate 31, a positioning nut 1 32, a positioning nut 2 33 and an adjustable internal thread sleeve 34 arranged sequentially from the masonry block to the outside. A fixed moment plate 35 is provided on the top surface of the adjustable internal thread sleeve 34. The distance between the outer side of the fixed moment plate 35 and the inner side of the limiting plate 31 is the plaster thickness.

[0018] The positioning nuts 32 of the plaster thickness controllers on both sides are tightened towards the opposite side, so that the inner side of the limiting plate 31 is in close contact with the adjacent block, and then the strong tension steel mesh is positioned in the horizontal mortar joint. The adjustable internal thread sleeve 34 can be screwed in or out to adjust the distance between the limiting plate 31 and the fixed moment plate 35. The strong tension 1 includes two steel bars arranged side by side, the ends of the two steel bars are bent, and the screw rods 2 are spaced apart along the extension direction of the strong tension 1.

[0019] Example 2 Based on Embodiment 1, an anti-torsion rod 36 is also provided between the limiting piece 31 and the fixed moment piece 35. One end of the anti-torsion rod 36 is connected to the inner side of the limiting piece 31, and the other end passes through the reserved hole on the anti-torsion rod 36. The end that passes through is bent, and the bent end forms a fixation for the anti-torsion rod.

[0020] The end of the anti-torsion rod 36 is hooked and fixed to the hook ring on the inner side of the limiting piece 31. The anti-torsion rod 36 is made of steel wire. Alternatively, the anti-torsion rod 36 can be a T-shaped structure. The horizontal part of the T-shaped structure is limited within the circular limiting hole 37 located on the inner side of the moment plate 35. A cover plate should be provided on the circular limiting hole 37, and a rectangular hole 38 is provided on the cover plate. The rectangular hole is adapted to the size of the horizontal part of the T-shaped structure. After the horizontal part of the T-shaped structure passes through the rectangular hole, it rotates and is limited within the circular limiting hole 37. After the anti-torsion rod 36 is positioned, plaster is applied from the rectangular hole 38 into the circular limiting hole 37. After the plaster has solidified, the anti-torsion rod 36 can be positioned. Then, plaster is applied near the anti-torsion rod 36 to position the entire plaster thickness controller 3. The main function of the anti-torsion rod is to prevent the moment plate 35 from being touched during manual plastering, thus disrupting the data of the fixed plaster thickness.

[0021] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0022] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A type of solid concrete block masonry wall, characterized in that: The horizontal mortar joints of the masonry wall are embedded with a strong tension steel mesh. The strong tension steel mesh includes a strong tension bar (1) and a vertical strong tension bar (1) that are extended along the longitudinal direction of the horizontal mortar joint, and a screw rod (2) that is welded and fixed to the strong tension bar (1). The screw rod (2) is symmetrically provided with plaster thickness controllers (3) on both sides. The plaster thickness controller (3) includes a limiting plate (31), a positioning nut one (32), a positioning nut two (33), and an adjustable internal thread sleeve (34) arranged sequentially from the masonry block to the outside. The top surface of the adjustable internal thread sleeve (34) is provided with a fixed moment plate (35). The distance between the outer side of the fixed moment plate (35) and the inner side of the limiting plate (31) is the plaster thickness.

2. A concrete solid block masonry wall as described in claim 1, characterized in that: The positioning nuts (32) of the plaster thickness controllers (3) on both sides are tightened toward the opposite side, so that the inner side of the limiting piece (31) is in close contact with the adjacent block.

3. A concrete solid block masonry wall as described in claim 1, characterized in that: The adjustable internal thread sleeve (34) can be screwed in or out to make the distance between the limiting piece (31) and the fixed moment piece (35) adjustable.

4. A concrete solid block masonry wall as described in claim 1, characterized in that: An anti-torsion rod (36) is also provided between the limiting plate (31) and the fixed moment plate (35). One end of the anti-torsion rod (36) is connected to the inner side of the limiting plate (31), and the other end passes through the reserved hole on the anti-torsion rod (36), and the end that passes through is bent.

5. A concrete solid block masonry wall as described in claim 4, characterized in that: The end of the anti-torsion rod (36) is hooked and fixed to the hook on the inner side of the limiting piece (31).

6. A concrete solid block masonry wall as described in claim 5, characterized in that: The anti-torsion bar (36) is made of steel wire.

7. A concrete solid block masonry wall as described in claim 4, characterized in that: The anti-torsion bar (36) is a T-shaped structure, and the horizontal part of the T-shaped structure is limited within the circular limiting hole (37) on the inner side of the fixed moment plate (35).

8. A concrete solid block masonry wall as described in any one of claims 1 to 7, characterized in that: The strong tension bar (1) includes two steel bars arranged side by side, with the ends of the two steel bars bent, and the screw rods (2) are arranged at intervals along the extension direction of the strong tension bar (1).

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