High-strength building block masonry structure and mounting method thereof

Abstract

The invention discloses a high-strength building block masonry structure and a mounting method thereof, and relates to the technical field of building construction.The high-strength building block masonry structure comprises a building block body, a filling body, an anchor block and a second connecting hole, two grouting grooves are formed in the building block body, the interior of one side of the building block body is of a hollow structure, and the building block body is filled with the filling body; first butt joint holes are formed in the two ends of the building block body, and when mortar is solidified in a cavity between the adjacent building blocks, a unique H-shaped component can be formed. After overflowing mortar is solidified in the H-shaped cavity, the adjacent building block bodies can be firmly locked together, so that tight connection of the building block bodies in the horizontal direction is realized, the construction steps are simplified, and the construction efficiency is improved; in addition, due to the fact that use of additional connecting pieces is reduced, construction cost is effectively reduced, and meanwhile the quality problem possibly caused by improper installation of the connecting pieces is avoided.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to a high-strength block masonry structure and an installation method thereof. Background Art

[0002] With the development of the construction industry, building materials technology has made significant progress. High-strength blocks have gradually attracted attention as a new type of building material. High-strength blocks can significantly improve the compressive strength and durability of blocks by optimizing the raw material ratio and production process. After searching, the Chinese patent announcement number CN207761106U discloses a high-strength block masonry structure. Although the connecting plate is connected with connecting strips on both sides, connecting grooves are provided on the outer surfaces of the two wall panels, and the two connecting plates are fitted on the outer surfaces of the two wall panels, and the middle part of the connecting plate is fixed to the outer side of the bottom plate, and the connecting strip is stuck in the connecting groove, the masonry strength of the block is higher and the stability is better, but the block needs to be additionally installed with T-shaped steel during installation, which increases the cost. At the same time, the addition of T-shaped steel increases the installation steps, thereby reducing the installation efficiency.

[0003] To this end, the present invention proposes a high-strength block masonry structure and an installation method thereof, aiming to solve the problems of high installation cost and low installation efficiency of high-strength block masonry structures in the prior art, while further improving the overall performance and construction convenience of the masonry structure. Summary of the invention

[0004] In view of the deficiencies of the prior art, the present invention provides a high-strength block masonry structure and an installation method thereof, which solves the problems of high installation cost and low installation efficiency of the high-strength block masonry structure in the prior art mentioned in the background technology.

[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: a high-strength block masonry structure and an installation method thereof, comprising a block body, a filling body, an anchor block and a second connection hole, wherein two grouting grooves are arranged inside the block body, one side of the block body is hollow inside, and the block body is filled with the filling body, first docking holes are opened at both ends of the block body, and second docking holes are arranged on the inner wall of the block body, reinforcing ribs are inserted inside the block body, and connecting grooves are opened on the top and bottom surfaces of the block body, and the connecting grooves are aligned with each other;

[0006] The filling body is provided with second connection holes at both ends, and first connection holes are provided on both side surfaces of the filling body. The outer surface of the filling body is tightly fitted with the interior of the block body. Anchor blocks are provided on one side of the block body, and the anchor blocks are evenly distributed on the surface of the block body. Butt joints are provided at both ends of the block body, and adjacent block bodies are connected to each other by means of butt joints.

[0007] Preferably, the cross-section of the internal through hole on one side of the block body is a rectangular structure, and the shape of the hole groove inside the block body is consistent with the shape of the filling body. The filling body is thermal insulation foam, and the filling body adopts thermal insulation foam material, which has excellent thermal insulation performance and can effectively reduce heat transfer, thereby significantly improving the thermal insulation effect of the block body; so that the application of the block in the building wall can better meet the energy-saving requirements and reduce the energy consumption of the building.

[0008] Preferably, a grouting channel is provided inside the filling body, and the grouting channel inside the filling body is communicated with the second connecting hole and the first connecting hole respectively, the first connecting hole is aligned with the second docking hole, the second connecting hole is aligned with the first docking hole, the first docking hole and the second docking hole are regularly distributed with equal intervals from top to bottom, and the grouting channel inside the filling body is communicated with the first docking hole and the second docking hole of the block body, so that during grouting, the mortar can flow from the grouting groove of the block body through the second connecting hole into the filling body, and further flow into the second docking hole of the adjacent block body through the first connecting hole; After the mortar solidifies, a firm mechanical bite is formed between the filling body and the block body, which significantly enhances the fixing effect of the filling body in the block body and improves the integrity and stability of the block body. Through the connection of the grouting channel and the connecting hole, the mortar forms a continuous solidified body inside the filling body and between adjacent block bodies, firmly fixing the filling body inside the block body, and connecting the adjacent block bodies into a whole through the solidified mortar, further strengthening the connection strength between adjacent block bodies in the horizontal direction, thereby significantly improving the shear strength and overall stability of the entire masonry structure.

[0009] Preferably, one end of the anchor block is a conical protruding structure, and one end of the anchor block is flat, the anchor blocks are distributed at equal intervals, and the reinforcing ribs are vertically and evenly embedded in the block body. The conical protruding structure design of the anchor block enables it to be better embedded in the hole groove of the external hanging net (such as alkali-resistant glass fiber mesh cloth or steel wire mesh); this embedding method not only increases the contact area between the hanging net and the block body, but also significantly improves the fixing strength of the hanging net through mechanical bite action. The anchor blocks are distributed at equal intervals, so that the fixing effect of the hanging net on the entire block body surface is more uniform; this uniform distribution design can effectively avoid the problem of local looseness or over-tightness of the hanging net caused by uneven distribution of anchor blocks, and ensure that the hanging net is flat and tightly combined on the entire masonry surface, thereby improving the crack resistance and durability of the hanging net.

[0010] Preferably, the connecting groove is opened in a semicircular shape, and the upper and lower block bodies are assembled into a circular channel through the connecting groove, and the connecting groove is assembled into a circular channel and communicates with the inside of the grouting groove. The semicircular connecting groove design enables the upper and lower adjacent block bodies to form a complete circular channel when assembled; this channel is connected to the inside of the grouting groove, providing a smooth flow path for the grouting process. The mortar can flow from the grouting groove through the connecting groove into the cavity between the adjacent blocks, thereby realizing the synchronous grouting of multi-layer blocks and improving the construction efficiency. The circular channel formed by the connecting groove provides a stable flow space for the mortar, ensuring that the mortar can be evenly filled into all the gaps between the block bodies; after the mortar solidifies, the adjacent block bodies form a firm connection through the solidified mortar, which enhances the integrity and stability of the entire masonry structure and significantly improves the connection strength between the blocks in the horizontal and vertical directions.

[0011] Preferably, the interiors of adjacent building blocks are connected to each other through the first docking holes, and the adjacent building blocks are connected to each other through the docking joints. One end of the building block body is in a C-shaped structure, and the other end of the building block body is provided with a T-shaped groove. The C-shaped structure and T-shaped groove design at both ends of the building block body enable the adjacent building blocks to be tightly connected through the docking joints. This engaging method not only provides a good mechanical bite effect, but also effectively prevents the displacement or loosening of the building blocks during construction and use, significantly enhancing the connection stability between the building blocks. The engaging connection method of the docking joint simplifies the installation process of the building blocks; construction personnel do not need additional fixing measures, and only need to splice the building blocks according to the corresponding relationship between the C-shaped and T-shaped grooves to achieve rapid installation; greatly improving construction efficiency and shortening the construction period.

[0012] Preferably, when adjacent block bodies are assembled together, an H-shaped cavity exists between them, and the H-shaped cavity is connected to the inside of the grouting groove through a connecting groove. The design of the H-shaped cavity provides a unique connection space between adjacent block bodies. During the grouting process, the mortar flows into the H-shaped cavity through the connecting groove and solidifies to form a strong H-shaped connector. This connector can significantly enhance the shear strength between adjacent blocks in the horizontal direction, effectively prevent the blocks from displacing or sliding under horizontal loads, thereby improving the overall stability of the wall.

[0013] Preferably, the installation steps are as follows:

[0014] S01. Construction preparation: Conduct quality inspection on the high-strength block body to ensure that its strength, size and appearance meet the design requirements; prepare special masonry mortar, grouting materials and mesh materials to ensure that their performance matches the block body; check whether the auxiliary materials are complete, and the compressive strength of the high-strength block is not less than 20MPa, and the water absorption rate does not exceed 10%;

[0015] S02. Base treatment: clean up the debris and floating dust on the surface of the masonry base, ensure that the base is flat and clean, and lay out the lines to determine the axis, edge line and elevation control line of the block body;

[0016] S03. Preparation of mortar: using special mixing equipment, mixing masonry mortar according to a predetermined mix ratio to ensure the workability and water retention of the mortar. The strength grade of the special masonry mortar is M10 or above, and its water retention rate is not less than 88%;

[0017] S04. Installation of the block body: According to the layout position, high-strength block body is built layer by layer from the bottom. During the construction process, a level ruler and a ruler are used to correct the horizontality and verticality of the block body. During the installation of the block, the horizontality and verticality correction is performed once every 3-5 layers of masonry;

[0018] S05. Mortar joint treatment: Control the thickness of horizontal and vertical mortar joints to ensure that the mortar joints are full and uniform. The mortar joint thickness should meet the design requirements. The mortar joint thickness is controlled within the range of 8-12mm, and the mortar fullness of the horizontal mortar joint is not less than 90%;

[0019] S06. Internal grouting: After the installation of the block body is completed, the cavity inside the block body is grouted. The grouting material should have good compatibility with the block body and masonry mortar. The grouting should be dense and free of voids. The grouting material is a high-strength cement-based grouting material with a compressive strength of not less than 30MPa, a fluidity of more than 300mm, and good self-leveling performance;

[0020] S07. External mesh: Lay alkali-resistant glass fiber mesh or steel wire mesh on the surface of the masonry and fix it to the surface of the masonry through anchors to ensure that the mesh is flat and tightly combined with the masonry. The unit area mass of the mesh is not less than 160g / m 2 , the diameter of the wire mesh is not less than 0.5mm, when the mesh material is alkali-resistant glass fiber mesh cloth, its alkali-resistant breaking strength retention rate is not less than 80%; when it is a steel wire mesh, its tensile strength is not less than 450MPa;

[0021] S08. Anchor connection: Tie bars or anchors are set between the block body and the main structure to ensure a reliable connection between the masonry and the main structure. The spacing between the tie bars or anchors shall not exceed 600mm, and the anchor length shall not be less than 50mm;

[0022] S09. Quality inspection: Carry out appearance inspection and dimensional measurement of the completed structure to ensure that the flatness, verticality, mortar joint quality and mesh fixing of the masonry meet the requirements of the specifications.

[0023] The present invention provides a high-strength block masonry structure and an installation method thereof, which has the following beneficial effects:

[0024] (1) A high-strength block masonry structure and its installation method, wherein a grouting groove is designed inside the block body, and a semicircular connecting groove is opened on the top and bottom surfaces respectively; during the grouting process, concrete mortar is injected into the grouting groove of the block body through the grouting port; as the grouting groove is gradually filled, excess mortar overflows into the cavity between adjacent blocks through the connecting groove, and when the mortar solidifies in the cavity between adjacent blocks, a unique H-shaped component is formed; after the overflowing mortar solidifies in the H-shaped cavity, the adjacent block bodies can be firmly locked together, thereby achieving a tight connection of the block bodies in the horizontal direction, and the H-shaped component formed by grouting can significantly enhance the connection strength between the block bodies, so that the masonry structure has higher integrity and stability in the horizontal direction; secondly, the design does not require the installation of additional connectors, thereby simplifying the construction steps and improving the construction efficiency; in addition, since the use of additional connectors is reduced, the construction cost is also effectively reduced, while avoiding quality problems that may be caused by improper installation of connectors.

[0025] (2) A high-strength masonry structure and its installation method, wherein anchor blocks are designed on the outer surface of the block body, and these anchor blocks are evenly distributed, one end of which is a conical protruding structure, and the other end is a flat surface; so that the anchor blocks can form a tight interlocking relationship with the external hanging net (such as alkali-resistant glass fiber mesh cloth or steel wire mesh) during the masonry process; when the hanging net is laid on the masonry surface, the anchor blocks can be embedded in the holes and grooves of the hanging net, thereby significantly enhancing the connection firmness between the hanging net and the block body. This interlocking mechanism between the anchor blocks and the hanging net not only improves the fixing effect of the hanging net, but also enhances the overall stability of the masonry structure; through the synergistic effect of the anchor blocks and the hanging net, the hanging net on the masonry surface can better resist external forces during construction, reducing structural defects caused by loose hanging nets; at the same time, the design of the anchor blocks also optimizes the force distribution of the hanging net, so that it can maintain good crack resistance and durability during long-term use.

[0026] (3) A high-strength block masonry structure and its installation method, wherein a filling body is arranged inside one side of the block body, which significantly improves the thermal insulation performance of the block body. The filling body is connected to the internal channel of the block body. When the mortar in the grouting groove is filled, the mortar flows into the filling body through the second docking hole. After the mortar solidifies, the filling body is firmly fixed inside the block body, thereby enhancing the integrity and thermal insulation effect of the block body. At the same time, adjacent block bodies are connected through the mortar flowing inside the first docking hole. After the mortar solidifies in the first docking hole groove, the connection strength between adjacent block bodies in the horizontal direction is further strengthened, thereby significantly improving the stability and overall performance of the entire masonry structure.

[0027] Thereby, the problem of high installation cost and low installation efficiency of high-strength block masonry structure in the prior art is solved. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0029] Figure 2 This is a schematic diagram of the filling body structure of the present invention;

[0030] Figure 3 This is a schematic diagram of the main structure of the building block of the present invention;

[0031] Figure 4 It is a schematic diagram of the process of the present invention.

[0032] In the figure, 1, block body; 2, grouting groove; 3, connecting groove; 4, reinforcing rib; 5, butt joint; 6, first butt hole; 7, second butt hole; 8, filling body; 9, anchor block; 10, first connecting hole; 11, second connecting hole. DETAILED DESCRIPTION

[0033] 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 described embodiments 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 creative work are within the scope of protection of the present invention.

[0034] Embodiment 1:

[0035] See also Figure 1-3The embodiment of the present invention provides a technical solution: a high-strength block masonry structure and an installation method thereof, comprising a block body 1, a filling body 8, an anchor block 9 and a second connection hole 11, two grouting grooves 2 are arranged inside the block body 1, one side of the block body 1 is hollow, and the block body 1 is filled with a filling body 8, first docking holes 6 are opened at both ends of the block body 1, and second docking holes 7 are arranged on the inner wall of the block body 1, reinforcing ribs 4 are inserted inside the block body 1, and connecting grooves 3 are opened on the top and bottom surfaces of the block body, and the connecting grooves 3 are aligned with each other; second connection holes 11 are opened at both ends of the filling body 8, and first connection holes 10 are opened on both sides of the filling body 8, the outer surface of the filling body 8 is tightly fitted with the inside of the block body 1, and anchor blocks 9 are arranged on one side of the block body 1, and the anchor blocks 9 are evenly distributed on the block body 1 On the surface, butt joints 5 are provided at both ends of the block body 1, and adjacent block bodies 1 are connected to each other by means of the butt joints 5. When adjacent block bodies 1 are assembled together, there is an H-shaped cavity between them, and the H-shaped cavity is connected to the inside of the grouting groove 2 through the connecting groove 3. When the block masonry structure is grouting, concrete mortar is injected into the inside of the block body 1 through the grouting groove. After the mortar fills the inside of the grouting groove 2, it will overflow from the connecting groove 3 into the cavity between adjacent blocks. After the mortar enters the cavity between the block bodies 1 and solidifies, it will form an H-shaped component, and then the solidified H-shaped component can lock the two adjacent block bodies 1 with each other, which is conducive to making the two adjacent block bodies 1 in the horizontal direction firmly connected, thereby reducing the installation steps, and there is no need to install additional connectors between the block bodies 1, and at the same time can reduce the installation cost.

[0036] Embodiment 2:

[0037] The embodiment of the present invention provides a technical solution: a high-strength block masonry structure and an installation method thereof, wherein the cross-section of the internal through hole on one side of the block body 1 is a rectangular structure, and the shape of the hole groove inside the block body 1 is consistent with the shape of the filling body 8, and the filling body 8 is a thermal insulation foam; a grouting channel is arranged inside the filling body 8, and the grouting channel inside the filling body 8 is respectively connected with the second connecting hole 11 and the first connecting hole 10, the first connecting hole 10 is aligned with the second docking hole 7, the second connecting hole 11 is aligned with the first docking hole 6, and the first docking hole 6 and the second docking hole 7 are regularly distributed with equal spacing from top to bottom; one end of the anchor block 9 is a conical protruding structure, and one end of the anchor block 9 is flat, the anchor blocks 9 are distributed with equal spacing between each other, and the reinforcing ribs 4 are vertically and evenly embedded in the block body 1; the connecting groove 3 is opened in a semicircular shape, and the upper and lower block bodies 1 are assembled into a circular channel through the connecting groove 3, and the connecting groove 3 is assembled into a circular channel and communicates with the inside of the grouting groove 2; the interiors of adjacent block bodies 1 are connected to each other through the first docking hole 6 , and the adjacent block bodies 1 are connected to each other by means of the butt joints 5, one end of the block body 1 is in a C-shaped structure, and the other end of the block body 1 is provided with a T-shaped groove; the outer surface of the block body 1 is designed with anchor blocks 9, which are evenly distributed, one end of which is a conical protruding structure, and the other end is flat; so that the anchor blocks 9 can form a close fitting relationship with the external hanging net such as alkali-resistant glass fiber mesh cloth or steel wire mesh during the masonry process; when the hanging net is laid on the masonry surface, the anchor blocks 9 can be embedded in the hole groove of the hanging net, thereby significantly enhancing the connection firmness between the hanging net and the block body 1, and this fitting mechanism of the anchor blocks 9 and the hanging net not only improves the fixing effect of the hanging net, but also enhances the overall stability of the masonry structure; through the synergistic effect of the anchor blocks 9 and the hanging net, the hanging net on the masonry surface can better resist the external force during the construction process, and reduce the structural defects caused by the loosening of the hanging net; at the same time, the design of the anchor blocks 9 also optimizes the force distribution of the hanging net, so that it can maintain good crack resistance and durability during long-term use.

[0038] Embodiment 3:

[0039] See also Figure 4 The embodiment of the present invention provides a technical solution: a high-strength block masonry structure and an installation method thereof, wherein the installation steps are as follows:

[0040] S01. Construction preparation: Conduct quality inspection on the high-strength block body 1 to ensure that its strength, size and appearance meet the design requirements; prepare special masonry mortar, grouting materials and mesh materials to ensure that their performance matches the block body 1; check whether the auxiliary materials are complete, and the compressive strength of the high-strength block is not less than 20MPa, and the water absorption rate does not exceed 10%;

[0041] S02. Base treatment: clean up the debris and floating dust on the surface of the masonry base, ensure that the base is flat and clean, and lay out the lines to determine the axis, edge line and elevation control line of the block body 1;

[0042] S03. Mortar preparation: Use special mixing equipment to mix masonry mortar according to the predetermined mix ratio to ensure the workability and water retention of the mortar. The strength grade of the special masonry mortar is M10 or above, and its water retention rate is not less than 88%;

[0043] S04. Installation of block body 1: According to the layout position, high-strength block body 1 is built layer by layer from the bottom. During the construction process, a level ruler and a ruler are used to correct the horizontality and verticality of the block body 1. During the installation of the block, the horizontality and verticality are corrected once every 3-5 layers of masonry;

[0044] S05. Mortar joint treatment: Control the thickness of horizontal and vertical mortar joints to ensure that the mortar joints are full and uniform. The mortar joint thickness should meet the design requirements and be controlled within the range of 8-12mm. The mortar fullness of horizontal mortar joints should not be less than 90%;

[0045] S06. Internal grouting: After the installation of the block body 1 is completed, the cavity inside the block body 1 is grouted. The grouting material should have good compatibility with the block body 1 and the masonry mortar. The grouting should be dense and free of voids. The grouting material is a high-strength cement-based grouting material with a compressive strength of not less than 30MPa, a fluidity of more than 300mm, and good self-leveling performance;

[0046] S07. External mesh: Lay alkali-resistant glass fiber mesh or steel wire mesh on the surface of the masonry and fix it to the surface of the masonry through anchors to ensure that the mesh is flat and tightly combined with the masonry. The unit area mass of the mesh is not less than 160g / m 2 The diameter of the wire mesh shall not be less than 0.5mm. When the mesh material is alkali-resistant glass fiber mesh cloth, its alkali-resistant breaking strength retention rate shall not be less than 80%; when it is a steel mesh, its tensile strength shall not be less than 450MPa;

[0047] S08. Anchor connection: tie bars or anchors are arranged between the block body 1 and the main structure to ensure reliable connection between the masonry and the main structure. The spacing between tie bars or anchors shall not exceed 600mm, and the anchor length shall not be less than 50mm;

[0048] S09. Quality inspection: Perform appearance inspection and dimension measurement on the completed structure to ensure that the flatness, verticality, mortar joint quality and mesh fixing of the masonry meet the requirements of the specifications;

[0049] By arranging a filling body 8 inside one side of the block body 1, the thermal insulation effect of the block body 1 is greatly improved, and the internal channel of the block body 1 is connected with the internal channel of the filling body 8. When the mortar inside the grouting groove 2 is filled with mortar, it will enter the filling body 8 through the second docking hole 7, so that after the mortar solidifies, the filling body 8 can be firmly fixed inside the block body 1, and the mortar flows between adjacent block bodies 1 through the first docking hole 6. When the mortar solidifies, the adjacent block bodies 1 are connected to each other through the solidified mortar inside the first docking hole 6, so that the connection strength between adjacent block bodies 1 in the horizontal direction can be further strengthened, thereby greatly improving the strength of the masonry structure.

[0050] The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention. It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the attached claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any figure mark in the claims should not be regarded as limiting the claims involved.

[0051] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. A high-strength block masonry structure, characterized in that: The invention comprises a block body (1), a filling body (8), an anchor block (9) and a second connection hole (11), wherein two grouting grooves (2) are arranged inside the block body (1), one side of the block body (1) is hollow inside, and the block body (1) is filled with the filling body (8), first docking holes (6) are arranged at both ends of the block body (1), and a second docking hole (7) is arranged on the inner wall of the block body (1), reinforcing ribs (4) are inserted inside the block body (1), and connecting grooves (3) are arranged on the top and bottom surfaces of the block body, and the connecting grooves (3) are aligned with each other; The filling body (8) is provided with second connection holes (11) at both ends, and first connection holes (10) are provided on both side surfaces of the filling body (8); the outer surface of the filling body (8) is tightly fitted with the interior of the block body (1); one side of the block body (1) is provided with anchor blocks (9); the anchor blocks (9) are evenly distributed on the surface of the block body (1); butt joints (5) are provided at both ends of the block body (1); and adjacent block bodies (1) are connected to each other by snapping together through the butt joints (5).

2. A high-strength block masonry structure according to claim 1, characterized in that: The cross-section of the internal through hole on one side of the building block body (1) is a rectangular structure, and the shape of the internal hole groove of the building block body (1) is consistent with the shape of the filler (8), and the filler (8) is thermal insulation foam.

3. A high-strength block masonry structure according to claim 1, characterized in that: A grouting channel is provided inside the filling body (8), and the grouting channel inside the filling body (8) is respectively connected to the second connecting hole (11) and the first connecting hole (10), the first connecting hole (10) is aligned with the second docking hole (7), the second connecting hole (11) is aligned with the first docking hole (6), and the first docking hole (6) and the second docking hole (7) are regularly distributed with equal spacing from top to bottom.

4. A high-strength block masonry structure according to claim 1, characterized in that: One end of the anchor block (9) is a conical protruding structure, and one end of the anchor block (9) is flat. The anchor blocks (9) are distributed at equal intervals, and the reinforcing ribs (4) are vertically and evenly embedded in the interior of the block body (1).

5. A high-strength block masonry structure according to claim 1, characterized in that: The connecting groove (3) is opened in a semicircular shape, and the upper and lower building block bodies (1) are assembled into a circular channel through the connecting groove (3), and the connecting groove (3) is assembled into a circular channel and communicates with the inside of the grouting groove (2).

6. A high-strength block masonry structure according to claim 1, characterized in that: The interiors of adjacent building block bodies (1) are connected to each other via first docking holes (6), and adjacent building block bodies (1) are connected to each other by snap-fitting with each other via docking joints (5). One end of the building block body (1) is in a C-shaped structure, and the other end of the building block body (1) is provided with a T-shaped groove.

7. A high-strength block masonry structure according to claim 1, characterized in that: When adjacent building block bodies (1) are assembled together, an H-shaped cavity exists between them, and the H-shaped cavity is connected to the inside of the grouting groove (2) through the connecting groove (3).

8. A method for installing a high-strength block body masonry structure according to any one of claims 1 to 7, characterized in that: The installation steps are as follows: S01. Construction preparation: Conduct quality inspection on the high-strength block body (1) to ensure that its strength, size and appearance meet the design requirements; prepare special masonry mortar, grouting materials and mesh materials to ensure that their performance matches the block body (1); check whether the auxiliary materials are complete, and the compressive strength of the high-strength block is not less than 20MPa, and the water absorption rate does not exceed 10%; S02. Base treatment: clean the debris and dust on the surface of the masonry base, ensure that the base is flat and clean, and lay out the lines to determine the axis, edge line and elevation control line of the block body (1); S03. Mortar preparation: using special mixing equipment, mixing masonry mortar according to a predetermined mix ratio to ensure the workability and water retention of the mortar. The strength grade of the special masonry mortar is M10 or above, and its water retention rate is not less than 88%; S04. The block body (1) is installed: According to the line position, the high-strength block body (1) is built layer by layer from the bottom. The horizontal and vertical degrees of the block body (1) are corrected using a level and a ruler during the construction process. During the installation of the block, the horizontal and vertical degrees of the block are corrected after each 3-5 layers of masonry; S05. Mortar joint treatment: Control the thickness of horizontal and vertical mortar joints to ensure that the mortar joints are full and uniform. The mortar joint thickness should meet the design requirements. The mortar joint thickness is controlled within the range of 8-12mm, and the mortar fullness of the horizontal mortar joint is not less than 90%; S06. Internal grouting: After the block body (1) is installed, the cavity inside the block body (1) is grouted. The grouting material should have good compatibility with the block body (1) and the masonry mortar. The grouting should be dense and free of voids. The grouting material is a high-strength cement-based grouting material with a compressive strength of not less than 30 MPa, a fluidity of more than 300 mm, and good self-leveling performance; S07. External mesh: Lay alkali-resistant glass fiber mesh or steel wire mesh on the surface of the masonry and fix it to the surface of the masonry through anchors to ensure that the mesh is flat and tightly combined with the masonry. The unit area mass of the mesh is not less than 160g / m 2 , the diameter of the wire mesh is not less than 0.5mm, when the mesh material is alkali-resistant glass fiber mesh cloth, its alkali-resistant breaking strength retention rate is not less than 80%; when it is a steel wire mesh, its tensile strength is not less than 450MPa; S08. Anchor connection: tie bars or anchors are provided between the block body (1) and the main structure to ensure a reliable connection between the masonry and the main structure. The spacing between the tie bars or anchors is not more than 600 mm, and the anchor length is not less than 50 mm; S09. Quality inspection: Carry out appearance inspection and dimensional measurement of the completed structure to ensure that the flatness, verticality, mortar joint quality and mesh fixing of the masonry meet the requirements of the specifications.

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