Masonry structure of infilled wall

Abstract

The utility model discloses an infilled wall masonry structure, and belongs to the technical field of building construction. Comprising a plurality of bearing columns, the bearing columns are vertically arranged on a mounting surface in a pouring mode, a filler wall is arranged between the adjacent bearing columns, bearing beams are arranged at the upper ends of the adjacent bearing columns in a pouring mode, and the adjacent bearing columns and the bearing beams are combined to form a bearing structure. The structure further comprises filling blocks, filling columns, filling block structures, prefabricated longitudinal supporting blocks, prefabricated transverse supporting blocks, a plurality of reserved steel bars and heightening layers, and the reserved steel bars are vertically fixed to the portions, between the adjacent bearing columns, of the mounting face and are distributed in a circumferential mode. Compared with a traditional construction mode that reinforced concrete is used for pouring and hollow bricks and concrete grout are used for piling an infilled wall, a large amount of concrete mortar does not need to be prepared on site, and the environment-friendly level of site construction is improved while the construction efficiency is improved.

Description

Technical Field

[0001] The utility model relates to a filling wall masonry structure and belongs to the technical field of building construction. Background Art

[0002] Infill wall is a kind of building structure, mostly used in non-load-bearing environments, mainly for the purpose of maintaining and dividing space.

[0003] In order to improve the structural strength of the infill wall, it is usually built by stacking structural columns and masonry bricks and pouring concrete mortar. Although this construction method can improve the structural strength of the infill wall, it requires the pouring of reinforced concrete structures, which requires the use of a large amount of concrete mortar. This requires the mixing and pouring of concrete mortar on the construction site, which will cause certain damage to the environment of the construction site and is not conducive to environmental protection of the construction site. Utility Model Content

[0004] The technical problem to be solved by the utility model is to provide a filling wall masonry structure, which solves the problem in the prior art that a large amount of concrete mortar needs to be used for pouring reinforced concrete structures, so that the concrete mortar needs to be mixed and poured on the construction site, which will cause certain damage to the environment of the construction site and is not conducive to environmental protection of the construction site.

[0005] The technical problem to be solved by the utility model is achieved by adopting the following technical scheme: a filler wall masonry structure, including a plurality of load-bearing columns, the load-bearing columns are vertically cast and arranged on the installation surface, the filler wall is arranged between adjacent load-bearing columns, load-bearing beams are cast and arranged on the upper ends of adjacent load-bearing columns, and the adjacent load-bearing columns and the load-bearing beams are combined to form a load-bearing structure, and also includes filler blocks, filler columns, filler block structures, prefabricated longitudinal support blocks, prefabricated transverse support blocks, reserved steel bars and cushion layers, a plurality of reserved steel bars are arranged and vertically fixed on the installation surface between adjacent load-bearing columns, a plurality of reserved steel bars are distributed in a circle, a first steel bar channel is opened through the prefabricated longitudinal support block and is aligned with the ends of the plurality of reserved steel bars, a plurality of second steel bar channels are opened through the prefabricated transverse support block and are aligned with the ends of the reserved steel bars, and the prefabricated longitudinal support block is provided with a plurality of second steel bar channels A steel bar channel is inserted and arranged on the installation surface with the reserved steel bars, and the prefabricated transverse support block is inserted and arranged on the prefabricated longitudinal support block through the second steel bar channel with the reserved steel bars. There are several prefabricated longitudinal support blocks and prefabricated transverse support blocks alternately stacked and the prefabricated longitudinal support block closest to the load-bearing beam after stacking. The filling column is arranged between the prefabricated longitudinal support block and the load-bearing beam. The reserved steel bars are cast on the installation surface and are located on the side of the prefabricated longitudinal support block close to the load-bearing column and are respectively fitted and abutted with the prefabricated longitudinal support block and the load-bearing column. There are several filling block structures and they are vertically stacked on the cushion layer. The filling block structures are respectively in contact with and abut the prefabricated longitudinal support block, the prefabricated transverse support block and the load-bearing column. The filling block is arranged between the filling block structure closest to the load-bearing beam and the load-bearing beam, and the filling block is respectively in contact with the filling column and the load-bearing column.

[0006] By adopting the above technical scheme, a number of reserved steel bars distributed in a circular pattern are prefabricated on the installation surface, and prefabricated longitudinal support blocks and prefabricated transverse support blocks are inserted into the upper ends of the reserved steel bars, so that the prefabricated longitudinal support blocks and prefabricated transverse support blocks form a columnar structure with the reserved steel bars. After the filling block structure is stacked and installed, due to the interval between adjacent prefabricated transverse support blocks, part of the filling block structure extends to the interval between adjacent prefabricated transverse support blocks, so that the filling block structure abuts against the prefabricated transverse support blocks and the prefabricated longitudinal support blocks. By adding filling blocks and filling columns above the filling block structure and the prefabricated longitudinal support blocks, the space under the load-bearing beam can be filled, thereby completing the construction of the filling wall. Then, a small amount of concrete mortar can be used to fill the joints of the filling block structure, the prefabricated longitudinal support blocks, the prefabricated transverse support blocks, the filling blocks and the filling columns. Compared with the traditional construction method of using reinforced concrete to cast and using hollow bricks and concrete slurry to stack filling walls, there is no need to configure a large amount of concrete mortar on site, which is beneficial to improving construction efficiency while improving the environmental protection level of on-site construction.

[0007] The utility model is further configured as follows: the extension directions of the prefabricated longitudinal support blocks and the prefabricated transverse support blocks after being stacked are perpendicular to each other, a first reinforcement rod channel is vertically penetrated on both sides of the extension direction of the prefabricated longitudinal support blocks, a second reinforcement rod channel is vertically penetrated on both sides of the extension direction of the prefabricated transverse support blocks, four reserved reinforcement rods are arranged on the outside of a plurality of reserved steel bars distributed in a circular shape, the four reserved reinforcement rods are respectively plugged into the second reinforcement rod channel and the first reinforcement rod channel, and the ends of the reserved reinforcement rods extend into the installation surface and are fixedly connected to the installation surface.

[0008] The utility model is further configured as follows: the filling block structure includes a prefabricated stopper, a cavity reserved for tie bars, an installation cavity, a cavity reserved for wall bars, an intermediate cavity and a combined plate. Two prefabricated stoppers are provided, and the two prefabricated stoppers are horizontally arranged opposite to each other. The cavity reserved for tie bars is opened on opposite sides of the prefabricated stopper, the cavity reserved for tie bars extends from the prefabricated longitudinal support block toward the direction of the load-bearing column, the cavity reserved for wall bars is opened on opposite sides of the prefabricated stopper, the cavity reserved for wall bars extends from the load-bearing column toward the direction of the prefabricated transverse support block, the intermediate cavity connects the cavity reserved for wall bars and the cavity reserved for tie bars, and the ends of the cavity reserved for wall bars and the cavity reserved for tie bars away from the intermediate cavity penetrate the prefabricated stopper, the installation cavity is opened at one end of the outer side surface of the prefabricated stopper that is close to each other and the ends close to each other are provided with an opening, a splicing groove is formed after the two installation cavities are spliced, the combined plate is arranged in the splicing groove, and the end of the combined plate facing the two prefabricated stoppers is fixedly connected to the two prefabricated stoppers by bolt fasteners. The opposite surfaces of the two prefabricated stoppers are provided with a reinforcing rod matching cavity at one end facing the prefabricated longitudinal support block. The reinforcing rod matching cavity is provided with an opening aligned with the second reinforcing rod channel opening, and an extension path of the reinforcing rod is reserved to pass through the reinforcing rod matching cavity.

[0009] By adopting the above technical solution and setting reserved reinforcing rods, the bending strength of the prefabricated longitudinal support blocks and the prefabricated transverse support blocks after stacking can be further increased. At the same time, after the two prefabricated blocks are combined through the composite plate to form a filling block structure, the reserved reinforcing rods can limit the horizontal movement of the prefabricated blocks, so that the overall filling wall structure has a certain impact resistance.

[0010] The utility model is further configured as follows: a tie bar is arranged in a tie bar reserved cavity, one end of the tie bar extends between two adjacent stacked prefabricated transverse support blocks and is tied to a reserved reinforcement rod, and wall bars are fixedly arranged on opposite surfaces of adjacent load-bearing columns, and one end of the wall bars away from the load-bearing columns extends into the wall bar reserved cavity.

[0011] By adopting the above technical solution, the tie bars are tied and fixed to the reserved reinforcement rods, and at the same time, one end of the tie wall bars are pre-cast and fixed inside the load-bearing column. At this time, when the two prefabricated blocks are combined through the composite plate to form a filling block structure, the tie bars and the tie wall bars are located inside the two prefabricated blocks, which can further limit the movement of the prefabricated blocks, thereby further improving the impact resistance of the filling wall structure.

[0012] The utility model is further configured as follows: a filling column casting cavity is opened in the filling column, a connecting hole aligned with the opening of the first steel bar channel is opened on the side of the filling column casting cavity facing the prefabricated longitudinal support block, a casting channel passing through the filling column is opened on the side of the filling column casting cavity away from the prefabricated longitudinal support block, a casting connecting channel is opened on the prefabricated longitudinal support block, one end of the casting connecting channel is connected with the second steel bar channel, the other end of the casting connecting channel passes through the prefabricated longitudinal support block and the prefabricated stop block and is connected with the reinforcing rod matching cavity, and a second overflow hole passing through the prefabricated stop block is provided in the reserved cavity for the wall reinforcement.

[0013] The utility model is further configured as follows: an intermediate block is arranged between adjacent stacked prefabricated longitudinal support blocks, the intermediate block is penetrated by a reserved reinforcement rod, the vertical ends of the intermediate block are respectively abutted against adjacent prefabricated longitudinal support blocks, and a bidirectional flow channel connecting the first reinforcement rod channel and the first steel bar channel is opened in the prefabricated longitudinal support block.

[0014] The utility model is further configured as follows: a filling block casting cavity is arranged in the filling block, the filling block casting cavity penetrates the filling block and the filling column and is connected with the filling column casting cavity, and a first overflow hole that penetrates the filling block is opened on one side of the filling block casting cavity close to the load-bearing beam.

[0015] By adopting the above technical scheme, the concrete mortar can be filled into the casting cavity of the filling column through the casting channel at one end. The concrete mortar entering the casting cavity of the filling column enters the first steel bar channel through the connecting hole under the action of gravity. The mortar entering the first steel bar channel continues to flow through the gap between the reserved steel bars and the first steel bar channel and finally moves to the closest to the installation surface, and fills the gap between the reserved steel bars and the first steel bar channel. As the mortar is continuously added, the mortar in the first steel bar channel flows into the reinforcing rod matching cavity through the casting connecting channel, thereby starting to fill the gap between the reserved reinforcing rod and the reinforcing rod matching cavity, and then flows into the tie bar reserved cavity and flows into the wall reinforcement reserved cavity through the middle cavity, thereby filling the gap between the filling block casting cavity and the tie bar reserved cavity and the gap between the wall reinforcement and the wall reinforcement reserved cavity. When the gaps in the tie bar reserved cavity, the middle cavity and the wall reinforcement reserved cavity inside the prefabricated stopper are filled, they will overflow from the second overflow hole. At this time, the second overflow hole can be blocked with foreign matter, so that construction personnel can know that the concrete mortar The current filling height makes it convenient for construction workers to adjust the pouring rate. At the same time, the mortar in the first steel bar channel can flow into the first reinforcing bar channel through the two-way flow channel. When the gaps between the prefabricated longitudinal support block and the prefabricated transverse support block and the reserved steel bars and the reserved reinforcing bars, as well as the gaps inside the prefabricated stopper are completely filled with concrete mortar, continue pouring mortar to fill the filling column pouring cavity. At this time, the mortar in the filling column pouring cavity will flow into the filling block pouring cavity. When the filling block pouring cavity is filled with mortar, the mortar will It overflows from the first overflow hole. At this time, the construction workers will seal the first overflow hole with foreign objects and wait for the filling column casting cavity to be filled. The mortar will overflow from the casting channel opening at the other end. At this time, stop pouring the mortar and wait for the mortar to solidify. By pouring concrete mortar to fill the gap, the filling blocks, filling columns, middle blocks, prefabricated blocks, wall reinforcement, tie bars, prefabricated longitudinal support blocks, prefabricated transverse support blocks, reserved steel bars and reserved reinforcement rods can be combined into a whole, thereby maximizing the impact resistance and structural strength of the filling wall.

[0016] The beneficial effect of the utility model is as follows: by using a plurality of reserved steel bars distributed in a circumference to be prefabricated on the installation surface, and inserting prefabricated longitudinal support blocks and prefabricated transverse support blocks into the upper ends of the reserved steel bars, the prefabricated longitudinal support blocks and the prefabricated transverse support blocks form a columnar structure with the reserved steel bars; after the filling block structure is stacked and installed, due to the interval between adjacent prefabricated transverse support blocks, part of the filling block structure extends to the interval between adjacent prefabricated transverse support blocks, so that the filling block structure abuts against the prefabricated transverse support blocks and the prefabricated longitudinal support blocks; by supplementing the filling blocks and filling columns above the filling block structure and the prefabricated longitudinal support blocks, the space under the load-bearing beam can be filled, thereby completing the construction of the filling wall; and then a small amount of concrete mortar can be used to fill the joints of the filling block structure, the prefabricated longitudinal support blocks, the prefabricated transverse support blocks, the filling blocks and the filling columns; compared with the traditional construction method of using reinforced concrete for pouring and using hollow bricks and concrete slurry to stack filling walls, there is no need to configure a large amount of concrete mortar on site, which is conducive to improving construction efficiency while improving the environmental protection level of on-site construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the structure of the utility model;

[0018] Figure 2 It is a schematic diagram of the structure inside the prefabricated stopper when the prefabricated stopper is in the installation position in the utility model;

[0019] Figure 3 This is a schematic diagram of the structure of the prefabricated stopper in the present invention when it is not installed;

[0020] Figure 4 This is a schematic diagram of the structure of the prefabricated stopper in the utility model when it is being installed;

[0021] Figure 5 This is a schematic diagram of the structure of the prefabricated longitudinal support block and the prefabricated transverse support block of the utility model when being installed;

[0022] Figure 6 for Figure 1 Structural cross-section view in the AA direction;

[0023] Figure 7 for Figure 1 Structural cross-sectional view along the BB direction.

[0024] In the figure: 10, load-bearing column; 11, filling block; 12, filling column; 13, casting pipe; 14, middle block; 15, casting channel; 16, first overflow hole; 17, filling block casting cavity; 18, filling column casting cavity; 19, connecting hole; 20, prefabricated stopper; 21, tie bar reserved cavity; 22, installation cavity; 23, wall reinforcement reserved cavity; 24, second overflow hole; 25, middle cavity; 26, wall reinforcement; 27, tie ribs; 28, combined plate; 29, reinforcing rod matching cavity; 30, prefabricated longitudinal support block; 31, cast connecting channel; 32, first matching groove; 33, first reinforcing rod channel; 34, first steel bar channel; 35, two-way flow channel; 40, prefabricated transverse support block; 41, second matching groove; 42, second reinforcing rod channel; 43, second steel bar channel; 50, reserved steel bars; 51, reserved reinforcing rods; 52, cushion layer. DETAILED DESCRIPTION

[0025] In order to make the technical means, creative features, objectives and effects of the utility model easier to understand, the following is a brief introduction Figure 1-7 Shown, the utility model is further described.

[0026] like Figure 1-5As shown, the infill wall masonry structure includes a plurality of load-bearing columns 10, the load-bearing columns 10 are vertically cast and arranged on the installation surface, the infill wall is arranged between adjacent load-bearing columns 10, the upper ends of adjacent load-bearing columns 10 are cast and arranged with load-bearing beams, the adjacent load-bearing columns 10 and the load-bearing beams are combined to form a load-bearing structure, the infill wall is arranged in the space between two adjacent load-bearing columns 10 for space division, the infill wall masonry structure also includes infill blocks 11, infill columns 12, infill block structures, prefabricated longitudinal support blocks 30, prefabricated transverse support blocks 40, reserved steel bars 50 and a cushion layer 52, the reserved steel bars 50 are arranged in plurality and are vertically fixed on the installation surface between the adjacent load-bearing columns 10, and the plurality of The reserved steel bars 50 are distributed in a circular pattern, and a first steel bar channel 34 aligned with the ends of the reserved steel bars 50 is penetrated through the prefabricated longitudinal support block 30, and a plurality of second steel bar channels 43 aligned with the ends of the reserved steel bars 50 are penetrated through the prefabricated transverse support block 40. The prefabricated longitudinal support block 30 is inserted and arranged on the installation surface with the reserved steel bars 50 through the first steel bar channel 34, and the prefabricated transverse support block 40 is inserted and arranged on the prefabricated longitudinal support block 30 with the reserved steel bars 50 through the second steel bar channel 43. A plurality of prefabricated longitudinal support blocks 30 and prefabricated transverse support blocks 40 are alternately stacked, and the prefabricated longitudinal support block 30 is the closest to the load-bearing beam after stacking. A first matching groove 32 is provided on the side of the prefabricated longitudinal support block 30 at the installation position away from the installation surface, and a second matching groove 41 is provided on the side of the prefabricated transverse support block 40 at the installation position away from the installation surface. The prefabricated transverse support block 40 can be placed in the first matching groove 32 to match the prefabricated longitudinal support block 30, and the prefabricated longitudinal support block 30 can be placed in the second matching groove 41 to match the prefabricated transverse support block 40. The extension directions of the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 after being stacked are perpendicular to each other, wherein the prefabricated transverse support block 40 extends toward the direction of two adjacent load-bearing columns 10. The prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 are arranged in a rectangular block shape, and the length in the extension direction is greater than the width. The lengths of the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 in the extension direction are the same, and the widths are also the same. A first reinforcing rod channel 33 is vertically penetrated on both sides of the extension direction of the prefabricated longitudinal support block 30, and a second reinforcing rod channel 42 is vertically penetrated on both sides of the extension direction of the prefabricated transverse support block 40. Four reserved reinforcing rods 51 are arranged on the outer sides of a plurality of reserved steel bars 50 distributed in a circle, and the four reserved reinforcing rods 51 are respectively plugged into the second reinforcing rod channel 42 and the first reinforcing rod channel 33, and the ends of the reserved reinforcing rods 51 extend into the installation surface and are fixedly connected to the installation surface.The filling column 12 is arranged between the prefabricated longitudinal support block 30 and the load-bearing beam, the reserved steel bar 50 is cast on the installation surface and is located on the side of the prefabricated longitudinal support block 30 close to the load-bearing column 10 and is respectively fitted and abutted with the prefabricated longitudinal support block 30 and the load-bearing column 10, a plurality of filling block structures are provided and vertically stacked on the raising layer 52, the filling block structures are respectively in contact with and abut the prefabricated longitudinal support block 30, the prefabricated transverse support block 40 and the load-bearing column 10, the filling block 11 is arranged between the filling block structure closest to the load-bearing beam and the load-bearing beam, and the filling block 11 is respectively in contact with the filling column 12 and the load-bearing column 10.

[0027] like Figure 3 , Figure 4 , Figure 6 and Figure 7 As shown, the filling block structure includes a prefabricated stopper 20, a tie bar reserved cavity 21, an installation cavity 22, a wall bar reserved cavity 23, an intermediate cavity 25 and a combined plate 28. Two prefabricated stoppers 20 are provided, and the two prefabricated stoppers 20 are arranged horizontally opposite to each other. The tie bar reserved cavity 21 is opened on the opposite side of the prefabricated stopper 20, and the tie bar reserved cavity 21 extends from the prefabricated longitudinal support block 30 toward the direction of the load-bearing column 10. The wall bar reserved cavity 23 is opened on the opposite side of the prefabricated stopper 20, and the wall bar reserved cavity 23 extends from the load-bearing column 10 toward the prefabricated transverse support block 30. The intermediate cavity 25 connects the wall reinforcement reserved cavity 23 and the tie reinforcement reserved cavity 21, and the end of the wall reinforcement reserved cavity 23 and the tie reinforcement reserved cavity 21 away from the intermediate cavity 25 penetrates the prefabricated block 20. The installation cavity 22 is provided at the end of the outer side of the prefabricated block 20 close to each other and the end close to each other is provided with an opening. The two installation cavities 22 are spliced ​​to form a splicing groove. The combined plate 28 is provided in the splicing groove. The end of the combined plate 28 facing the two prefabricated blocks 20 is fixedly connected with the two prefabricated blocks 20 by bolt fasteners. The opposite surface of the two prefabricated blocks 20 is provided with a reinforcing rod matching cavity 29 facing one end of the prefabricated longitudinal support block 30. The reinforcing rod matching cavity 29 is provided with an opening aligned with the opening of the second reinforcing rod channel 42, and the extension path of the reserved reinforcing rod 51 passes through the reinforcing rod matching cavity 29.

[0028] like Figure 6-7As shown, a tie bar 27 is arranged in the tie bar reserved cavity 21, one end of the tie bar 27 extends between two adjacent stacked prefabricated transverse support blocks 40 and is tied to the reserved reinforcement rod 51, and a tie wall bar 26 is fixedly arranged on the opposite surface of the adjacent load-bearing column 10, and one end of the tie wall bar 26 away from the load-bearing column 10 extends into the tie wall bar reserved cavity 23. A filling column casting cavity 18 is provided in the filling column 12, and a connecting hole 19 aligned with the opening of the first steel bar channel 34 is provided on the side of the filling column casting cavity 18 facing the prefabricated longitudinal support block 30, and a casting channel 15 through which the filling column 12 passes is provided on the side of the filling column casting cavity 18 away from the prefabricated longitudinal support block 30, and the casting channel 15 passes through the filling column 12 to form two opposite openings, and a casting pipe 13 is fixedly installed at one of the openings, and concrete mortar is poured into the filling column casting cavity 18 through the casting pipe 13. A pouring connection channel 31 is provided on the prefabricated longitudinal support block 30, one end of which is connected to the second steel bar channel 43, and the other end of which penetrates the prefabricated longitudinal support block 30 and the prefabricated stopper 20 and is connected to the reinforcing rod matching cavity 29. A second overflow hole 24 is provided in the wall reinforcement reserved cavity 23 to penetrate the prefabricated stopper 20. An intermediate block 14 is provided between the stacked adjacent prefabricated longitudinal support blocks 30, and the intermediate block 14 is penetrated by the reserved reinforcing rod 51. The vertical ends of the intermediate block 14 are respectively abutted against the adjacent prefabricated longitudinal support blocks 30. A bidirectional flow channel 35 is provided in the prefabricated longitudinal support block 30 to connect the first reinforcing rod channel 33 and the first steel bar channel 34. A filling block casting cavity 17 is provided in the filling block 11, and the filling block casting cavity 17 passes through the filling block 11 and the filling column 12 and is connected with the filling column casting cavity 18. A first overflow hole 16 that passes through the filling block 11 is opened on one side of the filling block casting cavity 17 close to the load-bearing beam.

[0029] By using a plurality of reserved steel bars 50 distributed in a circumference and prefabricated on the installation surface, and inserting the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 into the upper end of the reserved steel bars 50, the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 and the reserved steel bars 50 form a columnar structure. After the filling block structure is stacked and installed, due to the interval between adjacent prefabricated transverse support blocks 40, part of the filling block structure extends to the interval between adjacent prefabricated transverse support blocks 40, so that the filling block structure abuts against the prefabricated transverse support block 40 and the prefabricated longitudinal support block 30. The filling blocks 11 and filling columns 12 are added above the filling block structure and the prefabricated longitudinal support blocks 30 to fill the space under the load-bearing beam, thereby completing the construction of the filling wall. Then a small amount of concrete mortar can be used to fill the joints of the filling block structure, the prefabricated longitudinal support blocks 30, the prefabricated transverse support blocks 40, the filling blocks 11 and the filling columns 12. Compared with the traditional construction method of pouring reinforced concrete and using hollow bricks and concrete slurry to build filling walls, this method does not require a large amount of concrete mortar to be configured on site, which is beneficial to improving construction efficiency while improving the environmental protection level of on-site construction.

[0030] By setting the reserved reinforcing rod 51, the bending strength of the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 after stacking can be further increased. At the same time, after the two prefabricated blocks 20 are combined to form a filling block structure through the combination plate 28, the reserved reinforcing rod 51 can limit the horizontal movement of the prefabricated blocks 20, so that the filling wall structure as a whole has a certain impact resistance. The tie bar 27 is tied and fixed with the reserved reinforcing rod 51, and one end of the tie wall bar 26 is precast inside the load-bearing column 10 and fixed. At this time, when the two prefabricated blocks 20 are combined to form a filling block structure through the combination plate 28, the tie bar 27 and the tie wall bar 26 are located inside the two prefabricated blocks 20, which can further limit the movement of the prefabricated blocks 20, thereby further improving the impact resistance of the filling wall structure.

[0031] The pouring channel 15 at one end of the pouring pipe 13 can fill the filling column pouring cavity 18 with concrete mortar. The concrete mortar entering the filling column pouring cavity 18 enters the first steel bar channel 34 through the connecting hole 19 under the action of gravity. The mortar entering the first steel bar channel 34 continues to flow through the gap between the reserved steel bars 50 and the first steel bar channel 34 and finally moves to the closest to the installation surface, and fills the gap between the reserved steel bars 50 and the first steel bar channel 34. As the mortar is continuously added, the mortar in the first steel bar channel 34 flows into the reinforcing rod matching cavity 29 through the pouring connecting channel 31. Thereby, the gap between the reserved reinforcing rod 51 and the reinforcing rod matching cavity 29 begins to be filled, and then flows into the reserved cavity 21 for the tie bar and flows into the reserved cavity 23 for the wall bar through the middle cavity 25, thereby filling the gap between the filling block casting cavity 17 and the reserved cavity 21 for the tie bar and the gap between the wall bar 26 and the reserved cavity 23 for the wall bar. When the gaps in the reserved cavity 21 for the tie bar, the middle cavity 25 and the reserved cavity 23 for the wall bar inside the prefabricated stopper 20 are filled, they will overflow from the second overflow hole 24. At this time, the second overflow hole 24 can be blocked with foreign objects, so that the construction personnel can know that the concrete mortar The current filling height is convenient for construction personnel to adjust the pouring rate. At the same time, the mortar in the first steel bar channel 34 can flow into the first reinforcing bar channel 33 through the two-way flow channel 35. When the gaps between the prefabricated longitudinal support block 30 and the prefabricated transverse support block 40 and the reserved steel bars 50 and the reserved reinforcing bars 51, as well as the gaps inside the prefabricated stopper 20 are completely filled with concrete mortar, the mortar is continued to be poured to fill the filling column pouring cavity 18. At this time, the mortar in the filling column pouring cavity 18 will flow into the filling block pouring cavity 17. When the filling block pouring cavity 17 is filled with mortar, the mortar will flow from the first reinforcing bar channel 33 to the second reinforcing bar channel 33. An overflow hole 16 overflows. At this time, the construction workers will seal the first overflow hole 16 with foreign objects and wait for the filling column casting cavity 18 to be filled. The mortar will overflow from the opening of the casting channel 15 at the other end. At this time, stop pouring the mortar and wait for the mortar to solidify. By pouring concrete mortar to fill the gap, the filling block 11, filling column 12, middle block 14, prefabricated stop block 20, wall reinforcement 26, tie reinforcement 27, prefabricated longitudinal support block 30, prefabricated transverse support block 40, reserved steel bar 50 and reserved reinforcement rod 51 can be combined into a whole, thereby maximizing the impact resistance and structural strength of the filling wall. After the filled concrete mortar is completely solidified, since the length of the prefabricated longitudinal support block 30 in the extension direction is greater than the width of the prefabricated transverse support block 40, the thickness of the filled wall is less than the extension length of the prefabricated longitudinal support block 30. At this time, the space between the part of the prefabricated longitudinal support block 30 extending to the outside of the filled wall and the load-bearing column 10 is filled with a scraped waterproof layer, a sound insulation layer and other additional wall structures, which can make the functionality of the filled wall more diverse.

[0032] The above shows and describes the basic principles, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited to the above embodiments. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of protection claimed by the utility model. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.

Claims

1. A filler wall masonry structure, comprising a plurality of load-bearing columns (10), wherein the load-bearing columns (10) are vertically cast and arranged on a mounting surface, wherein a filler wall is arranged between adjacent load-bearing columns (10), and load-bearing beams are cast and arranged on the upper ends of adjacent load-bearing columns (10), and adjacent load-bearing columns (10) and load-bearing beams are combined to form a load-bearing structure, characterized in that: The invention also comprises a filling block (11), a filling column (12), a filling block structure, a prefabricated longitudinal support block (30), a prefabricated transverse support block (40), a reserved steel bar (50) and a cushion layer (52), wherein a plurality of the reserved steel bars (50) are arranged and vertically fixed on the installation surface between adjacent load-bearing columns (10), the plurality of reserved steel bars (50) are distributed in a circumferential manner, a first steel bar channel (34) is provided through the prefabricated longitudinal support block (30) and is aligned with the ends of the plurality of reserved steel bars (50), a plurality of second steel bar channels (43) are provided through the prefabricated transverse support block (40) and are aligned with the ends of the reserved steel bars (50), the prefabricated longitudinal support block (30) is connected to the reserved steel bars (50) through the first steel bar channel (34) and is arranged on the installation surface, and the prefabricated transverse support block (40) is connected to the reserved steel bars (50) through the second steel bar channel (43) and is arranged on the prefabricated longitudinal support block (30). On the support block (30), a plurality of prefabricated longitudinal support blocks (30) and prefabricated transverse support blocks (40) are alternately stacked and arranged, and after stacking, the prefabricated longitudinal support block (30) is the closest to the load-bearing beam; the filling column (12) is arranged between the prefabricated longitudinal support block (30) and the load-bearing beam; the reserved steel bars (50) are cast on the installation surface and are located on the side of the prefabricated longitudinal support block (30) close to the load-bearing column (10) and are respectively fitted and abutted with the prefabricated longitudinal support block (30) and the load-bearing column (10); a plurality of filling block structures are arranged and vertically stacked on the cushion layer (52); the filling block structures are respectively in contact with the prefabricated longitudinal support block (30), the prefabricated transverse support block (40) and the load-bearing column (10); the filling block (11) is arranged between the filling block structure closest to the load-bearing beam and the load-bearing beam; the filling block (11) is respectively in contact with the filling column (12) and the load-bearing column (10).

2. The infill wall masonry structure according to claim 1, characterized in that: The extension directions of the prefabricated longitudinal support block (30) and the prefabricated transverse support block (40) after being stacked are perpendicular to each other. A first reinforcing rod channel (33) is vertically penetrated on both sides of the extension direction of the prefabricated longitudinal support block (30). A second reinforcing rod channel (42) is vertically penetrated on both sides of the extension direction of the prefabricated transverse support block (40). Four reserved reinforcing rods (51) are arranged outside a plurality of reserved steel bars (50) distributed in a circumferential manner. The four reserved reinforcing rods (51) are respectively plugged into the second reinforcing rod channel (42) and the first reinforcing rod channel (33). The ends of the reserved reinforcing rods (51) extend into the installation surface and are fixedly connected to the installation surface.

3. The infill wall masonry structure according to claim 2, characterized in that: The filling block structure comprises a prefabricated stopper (20), a tie bar reserved cavity (21), an installation cavity (22), a wall bar reserved cavity (23), an intermediate cavity (25) and a combined plate (28). Two prefabricated stoppers (20) are provided, and the two prefabricated stoppers (20) are arranged horizontally opposite to each other. The tie bar reserved cavity (21) is arranged on opposite sides of the prefabricated stopper (20), and the tie bar reserved cavity (21) extends from a prefabricated longitudinal support block (30) toward a load-bearing column (10). The wall bar reserved cavity (23) is arranged on opposite sides of the prefabricated stopper (20), and the wall bar reserved cavity (23) extends from a load-bearing column (10) toward a prefabricated transverse support block (40). The intermediate cavity (25) connects the wall bar reserved cavity (23) and the tie bar reserved cavity (21). 3) and the end of the tie bar reserved cavity (21) away from the middle cavity (25) penetrates the prefabricated stopper (20), the installation cavity (22) is opened at the end of the outer side surface of the prefabricated stopper (20) close to each other and the end close to each other is provided with an opening, the two installation cavities (22) are spliced ​​to form a splicing groove, the combined plate (28) is arranged in the splicing groove, the end of the combined plate (28) facing the two prefabricated stoppers (20) is fixedly connected with the two prefabricated stoppers (20) by bolt fasteners, the opposite surface of the two prefabricated stoppers (20) is provided with a reinforcing rod matching cavity (29) facing one end of the prefabricated longitudinal support block (30), the reinforcing rod matching cavity (29) is provided with an opening aligned with the opening of the second reinforcing rod channel (42), and the extension path of the reserved reinforcing rod (51) passes through the reinforcing rod matching cavity (29).

4. The infill wall masonry structure according to claim 3, characterized in that: A tie bar (27) is arranged in the tie bar reserved cavity (21), one end of the tie bar (27) extends between two adjacent stacked prefabricated transverse support blocks (40) and is tied to a reserved reinforcement rod (51), and a wall tie bar (26) is fixedly arranged on the opposite surface of the adjacent load-bearing columns (10), and one end of the wall tie bar (26) away from the load-bearing column (10) extends into the wall tie bar reserved cavity (23).

5. The infill wall masonry structure according to claim 3, characterized in that: A filling column casting cavity (18) is provided in the filling column (12); a connecting hole (19) aligned with the opening of the first steel bar channel (34) is provided on the side of the filling column casting cavity (18) facing the prefabricated longitudinal support block (30); a casting channel (15) penetrating the filling column (12) is provided on the side of the filling column casting cavity (18) away from the prefabricated longitudinal support block (30); a casting connecting channel (31) is provided on the prefabricated longitudinal support block (30); one end of the casting connecting channel (31) is connected to the second steel bar channel (43); the other end of the casting connecting channel (31) penetrates the prefabricated longitudinal support block (30) and the prefabricated stopper (20) and is connected to the reinforcing rod matching cavity (29); and a second overflow hole (24) penetrating the prefabricated stopper (20) is provided in the wall reinforcement reserved cavity (23).

6. The infill wall masonry structure according to claim 5, characterized in that: An intermediate block (14) is arranged between adjacent stacked prefabricated longitudinal support blocks (30), the intermediate block (14) is penetrated by a reserved reinforcing rod (51), the vertical ends of the intermediate block (14) are respectively in contact with adjacent prefabricated longitudinal support blocks (30), and a bidirectional flow channel (35) is provided in the prefabricated longitudinal support block (30) to connect the first reinforcing rod channel (33) and the first steel bar channel (34).

7. The infill wall masonry structure according to claim 5, characterized in that: A filling block casting cavity (17) is provided in the filling block (11); the filling block casting cavity (17) penetrates the filling block (11) and the filling column (12) and is connected to the filling column casting cavity (18); a first overflow hole (16) penetrating the filling block (11) is provided on one side of the filling block casting cavity (17) close to the load-bearing beam.

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