A construction method of reinforced brick masonry

Abstract

The application discloses a novel reinforced brick masonry construction method and belongs to the technical field of brick masonry structure masonry, which comprises the following steps: inserting longitudinal steel bars into ground ring beams, sleeving steel bar positioning devices on the longitudinal steel bars, masonry of bricks provided with groove holes in advance at longitudinal steel bar structure column positions, extending stirrups into the horizontal direction and arranging the stirrups above the steel bar positioning devices, arranging tie bars in the horizontal direction, injecting high-performance cement mortar into the groove holes, repeatedly arranging the stirrups and the tie bars, and completing wall masonry. Through the above method, the bricks provided with groove holes are arranged, the longitudinal steel bars are inserted into the groove holes, the stirrups are cooperatively formed and the tie bars are embedded in the mortar, so that the effect of the structure column is achieved. In the process, the pouring of concrete is not needed, the trouble of pouring concrete is saved, the work load is reduced on the one hand under the condition of ensuring the overall stability, and the construction period is appropriately shortened on the other hand.

Description

Technical Field

[0001] This invention relates to the field of brick masonry construction technology, specifically to a novel reinforced brick masonry construction method. Background Technology

[0002] Brick masonry structure is a type of building structure that uses bricks as the primary building material. This type of structure typically involves arranging and connecting bricks in a specific way to form the supporting frame or walls of a building. Brick masonry structures can be used in a variety of buildings, including residential, commercial, and public buildings. Brick masonry structures have the following advantages: 1. High durability, able to withstand natural disasters and severe weather conditions; 2. Fire resistance, as bricks themselves are non-combustible, brick masonry structures have high fire resistance in fires, providing a safer building environment; 3. Thermal and sound insulation, brick masonry structures have good insulation properties for heat and sound, providing a comfortable indoor environment and reducing energy consumption; 4. Environmental friendliness, brick masonry structures typically use natural materials, and the brick production process is relatively environmentally friendly, helping to reduce the building's environmental impact. 5. Brick masonry structures generally require less maintenance and have relatively low repair costs. However, brick masonry structures also have inherent drawbacks that hinder their further development: 1. Weight: Brick masonry structures are typically heavier than other lightweight building materials, which may require stronger and more expensive foundations and supporting structures. 2. Construction time: Brick masonry construction often takes longer than other modern construction methods, potentially increasing the overall project duration. 3. Limited design flexibility: Brick masonry structures are relatively rigid, limiting design flexibility and hindering the implementation of some modern architectural innovations. 4. Cost: Compared to some modern building materials, brick masonry can be more expensive, including both material and labor costs.

[0003] There are two main methods for constructing brick masonry walls: one is the "three-in-one" method, which involves using one brick, one trowel of mortar, and one squeeze and knead. This method fully squeezes out the mortar from the brick wall, allowing for better bonding between the brick and mortar, resulting in good overall wall integrity, high wall surface flatness, uniform thickness, high construction efficiency, and low labor intensity. The other is the "multi-trowel" method, which involves taking a brick from the mortar pan, scraping off excess mortar with the side of a large trowel blade, then standing it upright and using a large trowel to press the brick tightly from top to bottom. This method is suitable for constructing non-load-bearing parts, such as infill walls. Through engineering practice, the above construction methods have their own advantages and disadvantages depending on the specific building conditions, such as wet work and longer construction periods. To avoid the hassle of pouring concrete and appropriately reduce the construction period, a construction method for brick masonry walls using embedded steel reinforcement composite kits is proposed. Summary of the Invention

[0004] The technical problem to be solved by this invention is to eliminate the trouble of pouring concrete and appropriately reduce the construction period.

[0005] The technical solution adopted by this invention to solve the technical problem is: a novel construction method for reinforced brick masonry, comprising the following steps:

[0006] S1: Insert the longitudinal steel bars used for reinforced brick masonry into the position of the ground beam structural column;

[0007] S2: Prepare bricks and other bricks for the structural column position. The bricks for the structural column position have pre-drilled slots that match the longitudinal steel bars. Apply mortar to all the bricks used for reinforced brick masonry.

[0008] S3: Several steel bar positioning devices that match the slots are fitted onto the longitudinal steel bars;

[0009] S4: The bricks with the pre-drilled slots are laid in the position of the structural column, so that the steel bar positioning device fitted on the longitudinal steel bar is located in the slot, and the longitudinal steel bar is located in the center of the slot under the action of the steel bar positioning device.

[0010] S5: According to the design requirements, the stirrups are extended horizontally into the position of the structural column so that the stirrups wrap around the longitudinal steel bars to form a tight constraint, and the stirrups are located above the corresponding steel bar positioning device;

[0011] S6: Lay bricks without the slots at locations other than the structural column;

[0012] S7: According to the specifications, tie bars are set along the horizontal direction with the longitudinal steel bars as the base points;

[0013] S8: Apply mortar to the stacked bricks and inject cement mortar into the slots of the bricks with the slots.

[0014] S9: According to the design requirements, repeat S4-S8 to lay the remaining bricks to form the wall.

[0015] As a preferred embodiment of the present invention, the rebar positioning device includes a fitting part, a connecting part, an embedding part, and a snap-fit ​​part. The fitting part has a cylindrical structure and its size corresponds to the diameter of the longitudinal rebar. There are three connecting parts, which are evenly arranged at the edge of the fitting part within 180 degrees. There are three embedding parts, which are respectively disposed at the ends of the three connecting parts. There are three snap-fit ​​parts, which are respectively connected to the ends of the three connecting parts connected to the embedding parts. The distance from the embedding part to the center of the fitting part matches the distance from the edge of the slot to the center of the slot.

[0016] As a preferred embodiment of the present invention, the top portion of the longitudinal reinforcing bar extends out of the wall and into the ring beam located at the top of the wall, and the cross-section of the longitudinal reinforcing bar is embedded within it.

[0017] As a preferred embodiment of the present invention, the slot is a three-quarter circular structure.

[0018] As a preferred embodiment of the present invention, the distance between the longitudinal reinforcing bars is greater than 200mm.

[0019] As a preferred embodiment of the present invention, the thickness of the mortar plastering is 20mm-30mm.

[0020] As a preferred technical solution of the present invention, the mortar is applied in layers of base mortar, intermediate mortar and top mortar.

[0021] As a preferred embodiment of the present invention, the cement mortar is a high-performance cement mortar.

[0022] As a preferred embodiment of the present invention, the brick with the groove is a mass-produced brick.

[0023] The beneficial effects of this invention are reflected in:

[0024] 1. By setting up bricks with slots, longitudinal steel bars are inserted into the slots, and hoops and tie bars embedded in the mortar are used to form a constrained structure, thus achieving the effect of a structural column. In this process, there is no need to pour concrete, which saves the trouble of concrete pouring. On the one hand, it reduces the workload while ensuring overall stability, and on the other hand, it appropriately shortens the construction period.

[0025] 2. Because the stirrups are inserted horizontally to form constraints, the stability of the wall after masonry is improved.

[0026] 3. Longitudinal reinforcement, stirrups and tie bars can effectively block diagonal cracks caused by horizontal shear force in the wall and improve the shear strength of the diagonal section.

[0027] 4. By setting up a rebar positioning device, it is possible to ensure that the longitudinal rebar is located in the center of the slot. Under the action of the embedding part and the snap-fit ​​part, the rebar positioning device can be located in the slot and snap-fit ​​onto the brick with the slot. Attached Figure Description

[0028] Figure 1 This is a front view schematic diagram of the wall constructed according to the present invention;

[0029] Figure 2 This is a side view of the wall constructed according to the present invention;

[0030] Figure 3 This is a top view schematic diagram of the stirrup restraint part during the laying of header bricks according to the present invention;

[0031] Figure 4 This is a top view of the stirrup-restrained portion during bricklaying according to the present invention;

[0032] Figure 5 This is a top view schematic diagram of the tie bar portion during the laying of the header bricks according to the present invention;

[0033] Figure 6 This is a top view of the tie bar portion during bricklaying according to the present invention;

[0034] Figure 7 This is a top view schematic diagram of the stirrups constrained along the X-axis during the construction of the cross-shaped masonry wall according to the present invention.

[0035] Figure 8 This is a top view schematic diagram of the Y-axis constraint of the stirrups when laying the header bricks of the cross-shaped masonry wall according to the present invention;

[0036] Figure 9 This is a top view schematic diagram of the cross-shaped masonry wall of the present invention under the constraint of the stirrups along the X-axis during bricklaying;

[0037] Figure 10 This is a top view schematic diagram of the cross-shaped masonry wall of the present invention under the constraint of the stirrups along the Y-axis during bricklaying;

[0038] Figure 11 This is a top view schematic diagram of the tie bars during the construction of the cross-shaped masonry wall using header bricks according to the present invention;

[0039] Figure 12 This is a top view schematic diagram of the tie bars during the construction of the cross-shaped masonry wall according to the present invention;

[0040] Figure 13 This is a top view schematic diagram of the stirrups constrained along the X-axis during the construction of the L-shaped masonry wall using header bricks according to the present invention.

[0041] Figure 14 This is a top view schematic diagram of the stirrups constrained by the Y-axis when laying header bricks in the L-shaped masonry wall according to the present invention.

[0042] Figure 15 This is a top view schematic diagram of the L-shaped masonry wall of the present invention under the constraint of the stirrups along the X-axis during bricklaying.

[0043] Figure 16 This is a top view schematic diagram of the L-shaped masonry wall of the present invention when the stirrups are constrained along the Y-axis during the bricklaying process.

[0044] Figure 17 This is a top view schematic diagram of the tie bars during the construction of the L-shaped masonry wall using header bricks according to the present invention;

[0045] Figure 18This is a top view schematic diagram of the tie bars during the construction of the L-shaped masonry wall according to the present invention;

[0046] Figure 19 This is a top view schematic diagram of the stirrups constrained along the X-axis during the construction of the T-shaped masonry wall using header bricks according to the present invention.

[0047] Figure 20 This is a top view schematic diagram of the stirrups constrained by the Y-axis during the construction of the T-shaped masonry wall of the present invention.

[0048] Figure 21 This is a top view schematic diagram of the T-shaped masonry wall of the present invention under the constraint of the stirrups along the X-axis during bricklaying;

[0049] Figure 22 This is a top view schematic diagram of the T-shaped masonry wall of the present invention when the stirrups are constrained along the Y-axis during bricklaying.

[0050] Figure 23 This is a top view schematic diagram of the tie bars during the laying of header bricks in the T-shaped masonry wall according to the present invention;

[0051] Figure 24 This is a top view schematic diagram of the tie bars during the bricklaying of the T-shaped masonry wall according to the present invention;

[0052] Figure 25 This is a schematic diagram of the rebar positioning device of the present invention;

[0053] Figure 26 This is a top view schematic diagram of the rebar positioning device of the present invention.

[0054] In the diagram: 1. Longitudinal reinforcement; 2. Ground ring beam; 3. Groove; 4. Reinforcement positioning device; 41. Fitting part; 42. Connection part; 43. Embedding part; 44. Clip-in part; 5. Ring beam; 6. Stirrup; 7. Tie bar. Detailed Implementation

[0055] The invention will now be described in further detail with reference to the accompanying drawings.

[0056] Combined with appendix Figure 1-26 As shown, a novel reinforced brick masonry construction method includes longitudinal steel bars 1, ground ring beam 2, slots 3, steel bar positioning devices 4, fitting parts 41, connecting parts 42, embedding parts 43, snap-fit ​​parts 44, ring beam 5, stirrups 6, and tie bars 7.

[0057] Example 1:

[0058] Combined with appendix Figure 1-12 As shown in Figures 25 and 26, for cross-shaped masonry walls, a novel reinforced brick masonry construction method includes the following steps:

[0059] S1: Insert the longitudinal steel bar 1 used for reinforced brick masonry into the position of the structural column of the ground beam 2;

[0060] Specifically:

[0061] The distance between the longitudinal reinforcing bars 1 is greater than 200 mm;

[0062] S2: Prepare bricks and other bricks for the structural column position. The bricks for the structural column position are pre-drilled with slots 3 that match the longitudinal steel bars 1. Apply mortar to all bricks used for reinforced brick masonry.

[0063] Specifically:

[0064] The slot 3 has a three-quarter circular structure;

[0065] Bricks with the aforementioned slots 3 are mass-produced bricks;

[0066] S3: Several steel bar positioning devices 4 that match the slots 3 are fitted onto the longitudinal steel bar 1;

[0067] S4: The bricks with the pre-drilled slots 3 are laid in the position of the structural column, so that the steel bar positioning device 4 fitted on the longitudinal steel bar 1 is located in the slot 3, and the longitudinal steel bar 1 is located in the center of the slot 3 under the action of the steel bar positioning device 4.

[0068] Specifically:

[0069] When laying bricks with the slots 3, a one-header-one-stretcher laying method is used;

[0070] The rebar positioning device 4 includes a fitting part 41, a connecting part 42, an embedding part 43, and a snap-fit ​​part 44. The fitting part 41 has a cylindrical structure and its size corresponds to the diameter of the longitudinal rebar 1. There are three connecting parts 42, which are evenly arranged within 180 degrees at the edge of the fitting part 41. There are three embedding parts 43, which are respectively located at the ends of the three connecting parts 42. There are three snap-fit ​​parts 44, which are respectively connected to the ends of the three connecting parts 42 connected to the embedding parts 43. The distance from the embedding part 43 to the center of the fitting part 41 matches the distance from the edge of the slot 3 to the center of the slot 3.

[0071] S5: According to the design requirements, the stirrup 6 is extended into the structural column position in the horizontal direction, so that the stirrup 6 surrounds the longitudinal steel bar 1 to form a tight constraint, and the stirrup 6 is located above the corresponding steel bar positioning device 4.

[0072] S6: Lay bricks without the slots 3 at locations other than the structural column;

[0073] Specifically:

[0074] When laying bricks without the aforementioned slots 3, a one-header-one-stretcher laying method shall be used;

[0075] S7: According to the specifications, tie bars 7 are set in the horizontal direction with the longitudinal steel bar 1 as the base point;

[0076] S8: Apply mortar to the stacked bricks and inject cement mortar into the slots of the bricks with the slots 3.

[0077] Specifically:

[0078] The thickness of the mortar plaster is 20mm-30mm;

[0079] The mortar is applied in three layers: base coat, intermediate coat, and top coat.

[0080] The cement mortar used is high-performance cement mortar;

[0081] S9: According to the design requirements, repeat S4-S8 to lay the remaining bricks to form the wall;

[0082] The top portion of the longitudinal steel bar 1 extending out of the wall extends into the ring beam 5 located at the top of the wall, and part of the cross section of the longitudinal steel bar 1 is embedded within it.

[0083] For a cross-shaped masonry wall, during the masonry process, in the reinforced zone of the stirrups 6, the stirrups 6 constraining the longitudinal steel bars 1 on the first course of bricks extend along the X-axis, and the stirrups 6 constraining the longitudinal steel bars 1 on the second course of bricks extend along the Y-axis. Then, tie bars 7 are set on the ninth course of bricks. The stirrups 6 and tie bars 7 from the first course of bricks to the ninth course of bricks are set as a reinforced zone cycle group, and the subsequent reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0084] In the non-reinforced zone of the stirrups 6, the stirrups 6 constraining the longitudinal reinforcement 1 on the first brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the second brick course extend along the Y-axis, no stirrups 6 are set on the third brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the fourth brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the fifth brick course extend along the Y-axis, no stirrups 6 are set on the sixth brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the Y-axis, and then tie bars 7 are set on the ninth brick course. The stirrups 6 and tie bars 7 from the first to the ninth brick course are set as the non-reinforced zone cycle group, and the subsequent non-reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0085] Example 2:

[0086] Combined with appendix Figure 1-6As shown in Figures 13-18, 25, and 26, for L-shaped masonry walls, a novel reinforced brick masonry construction method includes the following steps:

[0087] S1: Insert the longitudinal steel bar 1 used for reinforced brick masonry into the position of the structural column of the ground beam 2;

[0088] Specifically:

[0089] The distance between the longitudinal reinforcing bars 1 is greater than 200 mm;

[0090] S2: Prepare bricks and other bricks for the structural column position. The bricks for the structural column position are pre-drilled with slots 3 that match the longitudinal steel bars 1. Apply mortar to all bricks used for reinforced brick masonry.

[0091] Specifically:

[0092] The slot 3 has a three-quarter circular structure;

[0093] Bricks with the aforementioned slots 3 are mass-produced bricks;

[0094] S3: Several steel bar positioning devices 4 that match the slots 3 are fitted onto the longitudinal steel bar 1;

[0095] S4: The bricks with the pre-drilled slots 3 are laid in the position of the structural column, so that the steel bar positioning device 4 fitted on the longitudinal steel bar 1 is located in the slot 3, and the longitudinal steel bar 1 is located in the center of the slot 3 under the action of the steel bar positioning device 4.

[0096] Specifically:

[0097] When laying bricks with the slots 3, a one-header-one-stretcher laying method is used;

[0098] The rebar positioning device 4 includes a fitting part 41, a connecting part 42, an embedding part 43, and a snap-fit ​​part 44. The fitting part 41 has a cylindrical structure and its size corresponds to the diameter of the longitudinal rebar 1. There are three connecting parts 42, which are evenly arranged within 180 degrees at the edge of the fitting part 41. There are three embedding parts 43, which are respectively located at the ends of the three connecting parts 42. There are three snap-fit ​​parts 44, which are respectively connected to the ends of the three connecting parts 42 connected to the embedding parts 43. The distance from the embedding part 43 to the center of the fitting part 41 matches the distance from the edge of the slot 3 to the center of the slot 3.

[0099] S5: According to the design requirements, the stirrup 6 is extended into the structural column position in the horizontal direction, so that the stirrup 6 surrounds the longitudinal steel bar 1 to form a tight constraint, and the stirrup 6 is located above the corresponding steel bar positioning device 4.

[0100] S6: Lay bricks without the slots 3 at locations other than the structural column;

[0101] Specifically:

[0102] When laying bricks without the aforementioned slots 3, a one-header-one-stretcher laying method shall be used;

[0103] S7: According to the specifications, tie bars 7 are set in the horizontal direction with the longitudinal steel bar 1 as the base point;

[0104] S8: Apply mortar to the stacked bricks and inject cement mortar into the slots of the bricks with the slots 3.

[0105] Specifically:

[0106] The thickness of the mortar plaster is 20mm-30mm;

[0107] The mortar is applied in three layers: base coat, intermediate coat, and top coat.

[0108] The cement mortar used is high-performance cement mortar;

[0109] S9: According to the design requirements, repeat S4-S8 to lay the remaining bricks to form the wall;

[0110] The top portion of the longitudinal steel bar 1 extending out of the wall extends into the ring beam 5 located at the top of the wall, and part of the cross section of the longitudinal steel bar 1 is embedded within it.

[0111] For L-shaped masonry walls, during masonry construction, in the reinforced zone of stirrups 6, the stirrups 6 constraining the longitudinal steel bars 1 on the first course of bricks extend along the X-axis, and the stirrups 6 constraining the longitudinal steel bars 1 on the second course of bricks extend along the Y-axis. Subsequently, tie bars 7 are set on the ninth course of bricks. The stirrups 6 and tie bars 7 from the first course of bricks to the ninth course of bricks are set as a reinforced zone cycle group, and the subsequent reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0112] In the non-reinforced zone of the stirrups 6, the stirrups 6 constraining the longitudinal reinforcement 1 on the first brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the second brick course extend along the Y-axis, no stirrups 6 are set on the third brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the fourth brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the fifth brick course extend along the Y-axis, no stirrups 6 are set on the sixth brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the Y-axis, and then tie bars 7 are set on the ninth brick course. The stirrups 6 and tie bars 7 from the first to the ninth brick course are set as the non-reinforced zone cycle group, and the subsequent non-reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0113] Example 3:

[0114] Combined with appendix Figure 1-6 As shown in Figures 19-26, for T-shaped masonry walls, a novel reinforced brick masonry construction method includes the following steps:

[0115] S1: Insert the longitudinal steel bar 1 used for reinforced brick masonry into the position of the structural column of the ground beam 2;

[0116] Specifically:

[0117] The distance between the longitudinal reinforcing bars 1 is greater than 200 mm;

[0118] S2: Prepare bricks and other bricks for the structural column position. The bricks for the structural column position are pre-drilled with slots 3 that match the longitudinal steel bars 1. Apply mortar to all bricks used for reinforced brick masonry.

[0119] Specifically:

[0120] The slot 3 has a three-quarter circular structure;

[0121] Bricks with the aforementioned slots 3 are mass-produced bricks;

[0122] S3: Several steel bar positioning devices 4 that match the slots 3 are fitted onto the longitudinal steel bar 1;

[0123] S4: The bricks with the pre-drilled slots 3 are laid in the position of the structural column, so that the steel bar positioning device 4 fitted on the longitudinal steel bar 1 is located in the slot 3, and the longitudinal steel bar 1 is located in the center of the slot 3 under the action of the steel bar positioning device 4.

[0124] Specifically:

[0125] When laying bricks with the slots 3, a one-header-one-stretcher laying method is used;

[0126] The rebar positioning device 4 includes a fitting part 41, a connecting part 42, an embedding part 43, and a snap-fit ​​part 44. The fitting part 41 has a cylindrical structure and its size corresponds to the diameter of the longitudinal rebar 1. There are three connecting parts 42, which are evenly arranged within 180 degrees at the edge of the fitting part 41. There are three embedding parts 43, which are respectively located at the ends of the three connecting parts 42. There are three snap-fit ​​parts 44, which are respectively connected to the ends of the three connecting parts 42 connected to the embedding parts 43. The distance from the embedding part 43 to the center of the fitting part 41 matches the distance from the edge of the slot 3 to the center of the slot 3.

[0127] S5: According to the design requirements, the stirrup 6 is extended into the structural column position in the horizontal direction, so that the stirrup 6 surrounds the longitudinal steel bar 1 to form a tight constraint, and the stirrup 6 is located above the corresponding steel bar positioning device 4.

[0128] S6: Lay bricks without the slots 3 at locations other than the structural column;

[0129] Specifically:

[0130] When laying bricks that do not have the aforementioned slots 3, a one-header-one-stretcher laying method shall be used;

[0131] S7: According to the specifications, tie bars 7 are set in the horizontal direction with the longitudinal steel bar 1 as the base point;

[0132] S8: Apply mortar to the stacked bricks and inject cement mortar into the slots of the bricks with the slots 3.

[0133] Specifically:

[0134] The thickness of the mortar plaster is 20mm-30mm;

[0135] The mortar is applied in three layers: base coat, intermediate coat, and top coat.

[0136] The cement mortar used is a high-performance cement mortar;

[0137] S9: According to the design requirements, repeat S4-S8 to lay the remaining bricks to form the wall;

[0138] The top part of the longitudinal steel bar 1 extends out of the wall and into the ring beam 5 located at the top of the wall, and part of the cross section of the longitudinal steel bar 1 is embedded.

[0139] For T-shaped masonry walls, during masonry construction, in the reinforced zone of stirrups 6, the stirrups 6 constraining the longitudinal steel bars 1 on the first course of bricks extend along the X-axis, and the stirrups 6 constraining the longitudinal steel bars 1 on the second course of bricks extend along the Y-axis. Subsequently, tie bars 7 are set on the ninth course of bricks. The stirrups 6 and tie bars 7 from the first course of bricks to the ninth course of bricks are set as a reinforced zone cycle group, and the subsequent reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0140] In the non-reinforced zone of the stirrups 6, the stirrups 6 constraining the longitudinal reinforcement 1 on the first brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the second brick course extend along the Y-axis, no stirrups 6 are set on the third brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the fourth brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the fifth brick course extend along the Y-axis, no stirrups 6 are set on the sixth brick course, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the X-axis, the stirrups 6 constraining the longitudinal reinforcement 1 on the seventh brick course extend along the Y-axis, and then tie bars 7 are set on the ninth brick course. The stirrups 6 and tie bars 7 from the first to the ninth brick course are set as the non-reinforced zone cycle group, and the subsequent non-reinforced zone masonry is carried out with reference to the reinforced zone cycle group.

[0141] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely preferred examples and are not intended to limit the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the invention as claimed. The scope of protection of this invention is defined by the appended claims and their equivalents.

Claims

1. A construction method for reinforced brick masonry, characterized in that, Includes the following steps: S1: Insert the longitudinal steel bars (1) used for reinforced brick masonry into the position of the structural column of the ground beam (2); S2: Prepare bricks and other bricks for the structural column position. The bricks for the structural column position are pre-cut with slots (3) that match the longitudinal steel bars (1). The slots (3) are three-quarter circular structures. Apply mortar to all bricks used for reinforced brick masonry. S3: Several steel bar positioning devices (4) that match the slots (3) are fitted on the longitudinal steel bar (1); S4: The brick with the pre-drilled slot (3) is laid in the position of the structural column, so that the steel bar positioning device (4) fitted on the longitudinal steel bar (1) is located in the slot (3), and the longitudinal steel bar (1) is located in the center of the slot (3) under the action of the steel bar positioning device (4). S5: According to the design requirements, the stirrup (6) is extended into the structural column position in the horizontal direction so that the stirrup (6) surrounds the longitudinal steel bar (1) to form a tight constraint. The stirrup (6) is located above the corresponding steel bar positioning device (4). S6: Place bricks without the slots (3) at locations other than the structural column; S7: According to the specification requirements, tie bars (7) are set along the horizontal direction with the longitudinal steel bar (1) as the base point. S8: Apply mortar to the stacked bricks and inject cement mortar into the slots of the bricks with the slots (3); S9: According to the design requirements, repeat S4-S8 to lay the remaining bricks to form the wall; The rebar positioning device (4) includes a fitting part (41), a connecting part (42), an embedding part (43), and a snap-fit ​​part (44). The fitting part (41) has a cylindrical structure and its size corresponds to the diameter of the longitudinal rebar (1). There are three connecting parts (42), which are evenly arranged at the edge of the fitting part (41) within a 180-degree range. There are three embedding parts (43), which are respectively located at the three connecting parts (41, 42, 43, 44, 45, 46, 47, 48, 49, 40, 49, 41, 49 ... 42) At the end, there are three snap-fit ​​parts (44). The three snap-fit ​​parts (44) are respectively connected to the ends of the three connecting parts (42) connected to the embedded part (43). The distance from the embedded part (43) to the center of the fitting part (41) matches the distance from the edge of the slot (3) to the center of the slot (3). Under the action of the embedded part (43) and the snap-fit ​​parts (44), the steel bar positioning device (4) is located in the slot (3) and snap-fitted on the brick with the slot (3).

2. The construction method for reinforced brick masonry according to claim 1, characterized in that: The top of the longitudinal steel bar (1) extends out of the wall and into the ring beam (5) located at the top of the wall, and part of the cross section of the longitudinal steel bar (1) is embedded.

3. The construction method for reinforced brick masonry according to claim 1, characterized in that: The distance between the longitudinal reinforcing bars (1) is greater than 200 mm.

4. The construction method for reinforced brick masonry according to claim 1, characterized in that: The thickness of the mortar plaster is 20mm-30mm.

5. A construction method for reinforced brick masonry according to claim 1, characterized in that: The mortar is applied in three layers: base coat, intermediate coat, and top coat.

6. A construction method for reinforced brick masonry according to claim 1, characterized in that: The cement mortar used is high-performance cement mortar.

7. A construction method for reinforced brick masonry according to claim 1, characterized in that: Both the bricks with the slots (3) and the bricks without the slots (3) are laid using a one-header-one-stretcher method.

8. A construction method for reinforced brick masonry according to claim 1, characterized in that: Bricks with the aforementioned slots (3) are mass-produced bricks.

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