Construction method of ultrahigh masonry wall

Abstract

The invention provides an ultrahigh masonry wall construction method which comprises a base layer, a wall body, two brick walls, building blocks, mortar, a constructional column mold and a cast-in-place belt mold, four bar planting holes distributed in a matrix array are formed in the base layer, bar planting glue is injected into the four bar planting holes, and the wall body is arranged in the constructional column mold. And steel bars are fixedly connected into the four steel bar planting holes through steel bar planting glue, the parts, exposed out of the base layer, of the four steel bars are jointly connected with a constructional column steel bar framework through binding wires, and a constructional column pouring block is poured outside the constructional column steel bar framework. Through reasonable arrangement of the constructional column pouring blocks and the cast-in-place strip pouring blocks, the anti-seismic performance and the bearing capacity of the wall can be remarkably improved, the wall can keep good stability and integrity when facing natural disasters such as earthquakes, the service life of the wall can be effectively prolonged through the constructional column pouring blocks and the cast-in-place strip pouring blocks, and the construction cost is reduced. And the maintenance and replacement cost caused by aging, damage and the like of the wall body is reduced.

Description

Technical Field

[0001] The invention relates to the field of construction, and in particular to a super-high masonry wall construction method. Background Art

[0002] At present, the urbanization process in my country and even around the world is accelerating, and the demand for high-rise buildings is growing, which has led to ultra-high masonry wall technology becoming an important part of modern construction projects.

[0003] At present, the main solutions for super-high masonry walls include traditional manual masonry, mechanized construction, and prefabricated component installation. Although the above methods have alleviated the problems of super-high masonry wall construction to a certain extent, there are still obvious shortcomings. First, the accuracy of traditional manual masonry is low and it is easily affected by weather, environmental factors and other factors, especially when working at high altitudes, there are great safety hazards. Secondly, although mechanized construction has improved efficiency, the initial investment is huge, and there are fewer equipment with strong adaptability. Finally, the prefabricated component installation method is easily damaged during transportation and assembly, and there are also high requirements for the selection of construction sites. Therefore, in order to improve the construction accuracy, ensure the construction safety, enhance the stability and durability of the wall, and effectively reduce the cost and shorten the construction period in the construction of super-high masonry walls, a super-high masonry wall construction method is proposed. Summary of the invention

[0004] 1. Technical problems solved In view of the deficiencies in the prior art, the present invention provides a super-high masonry wall construction method, which solves the problems raised in the background technology.

[0005] 2. Technical solution To achieve the above objectives, the present invention is implemented through the following technical solutions: A super-high masonry wall comprises a base, a wall, two brick walls, blocks and mortar, a structural column mold and a cast-in-place strip mold, wherein four rebar embedding holes distributed in a matrix array are opened inside the base, rebar embedding glue is injected into the four rebar embedding holes, steel bars are fixedly connected to the four rebar embedding holes by the rebar embedding glue, portions of the four steel bars exposed from the base are connected to a structural column steel bar skeleton by tying wires, and structural column casting blocks are cast outside the structural column steel bar skeleton.

[0006] Through the above technical scheme, the rebar holes need to be cleaned before rebar planting to ensure that there are no impurities in the rebar holes, thereby ensuring a firm connection between the steel bars and the base layer after rebar planting. Rebar planting glue is injected into the rebar holes to ensure a firm connection between the steel bars and the base layer. When tying the steel bars and the structural column steel frame, multiple tying wires should be used to tie each steel bar to the structural column steel frame to ensure a firm connection between the steel bars and the structural column steel frame.

[0007] Furthermore, the upper end of the structural column steel bar skeleton is tied with a cast-in-place steel bar skeleton by a tying wire, and the outside of the cast-in-place steel bar skeleton is cast with a cast-in-place steel bar casting block; Through the above technical solution, the steel bar skeleton of the structural column is connected to the steel bars in the base layer through the tying wire and connected by the anchor glue, and extends upward to form the vertical support of the wall, further enhancing the stability and bearing capacity of the wall.

[0008] Furthermore, the wall body includes a structural column casting block and brick walls on both sides of the structural column casting block, and cast-in-place strip casting blocks on the upper ends of the brick walls on both sides; Through the above technical solution, the brick wall is located on both sides of the structural column casting blocks and is the main enclosing and load-bearing part of the wall. The brick wall not only ensures the thickness and rigidity of the wall, but also increases the thermal insulation, heat insulation and sound insulation performance of the wall.

[0009] Furthermore, the two brick walls are built by a plurality of blocks and mortar, the blocks are made of ordinary fired bricks with a strength grade of MU20 and lightweight bricks of MU5, and the mortar is made of M10 cement slurry and Mb5 mixed slurry; Through the above technical scheme, in actual brick wall construction, ordinary fired bricks with strength grade MU20 have higher compressive strength and stability, and are suitable for parts of brick walls that need to bear larger loads or require higher structural strength. Lightweight bricks with strength grade MU5 are lighter in weight but also have good thermal insulation, heat insulation and sound insulation properties, and are suitable for parts of brick walls that need to reduce their own weight or improve thermal insulation properties. M10 cement slurry has higher bonding strength and durability, can ensure tight connection between blocks, and improve the overall stability of brick walls. After Mb5 mixed slurry is mixed with M10 cement slurry, the performance of mortar can be further optimized to meet the different needs of brick wall construction. The type of mortar can also be adjusted according to different parts of the wall and climatic conditions, such as using antifreeze slurry in cold areas.

[0010] Furthermore, the structural column formwork includes a first tension bolt, a steel pipe and two column formworks attached to the wall by formwork glue, two column formwork secondary ribs are fixedly connected to the surface of the two column formworks, and the two column formworks are locked with the steel pipe by the first tension bolt; Through the above technical solution, the two column formworks are glued to the wall by formwork glue, ensuring that the formworks fit closely to the wall and preventing leakage during pouring.

[0011] Furthermore, the cast-in-place strip formwork includes a second pair of tension bolts and two beam formworks attached to the wall by formwork glue, two beam formwork secondary ribs are fixedly connected to the surfaces of the two beam formworks, a plurality of fixing rods are fixedly connected between the two beam formworks, and the two beam formworks are locked by the second pair of tension bolts; Through the above technical solution, multiple fixing rods are connected between the two beam formworks to provide additional support and fixation for the formworks, further ensuring the stability and accuracy of the formworks. The secondary ribs of the beam formworks are fixed on the surface of the beam formworks, which can enhance the rigidity and stability of the formworks and ensure that the formworks will not be deformed or displaced during the pouring process.

[0012] The invention is applied to a super-high masonry wall construction method, comprising the following steps: S1: cleaning and leveling the base layer to ensure that the surface of the base layer is solid and level without loose soil, impurities, etc., so as to ensure that the mortar and the base layer are firmly connected during the construction process, thereby ensuring that the overall quality of the wall is high after the construction is completed; S2: Drill the rebar planting holes at the designated location of the base, inject the rebar planting glue after cleaning the holes, and implant the steel bars into the rebar planting holes to ensure the stability of the steel bars. When cleaning the holes, make sure that there is no loose soil or impurities in the rebar planting holes, so as to ensure that the rebar planting glue is firmly bonded to the inner wall of the rebar planting hole after being injected into the rebar planting hole, further ensuring the stability of the steel bars; S3: According to the design requirements, the structural column reinforcement skeleton is connected with the reinforcement, and the structural column reinforcement skeleton is tied to form a stable skeleton structure. When tying the reinforcement and the structural column reinforcement skeleton, multiple tying wires should be used to tie each reinforcement and the structural column reinforcement skeleton to ensure a firm connection between the reinforcement and the structural column reinforcement skeleton; S4: Use high-quality blocks and lay them in accordance with the specified mortar ratio. During the laying process, it is necessary to first lay out and position according to the design drawings and construction specifications to ensure the verticality and flatness of the brick wall. Then, according to the predetermined laying method and mortar laying thickness, lay the blocks one by one on the mortar. During the laying process, the uniformity of the block joints and the fullness of the mortar must be maintained to ensure the integrity and density of the brick wall. Different types of block materials can be selected according to the specific needs of the project, such as lightweight concrete blocks, aerated concrete blocks, etc. The type of mortar can also be adjusted according to different parts of the wall and climatic conditions, such as using antifreeze slurry in cold areas; S5: Set the position of the cast-in-place belt casting block inside the wall, and then tie the cast-in-place belt reinforcement skeleton to prepare for subsequent pouring. During the tying process of the cast-in-place belt reinforcement skeleton, the structural column reinforcement skeleton needs to be placed inside the cast-in-place belt reinforcement skeleton, and then the cast-in-place belt reinforcement skeleton and the structural column reinforcement skeleton are tied together with the tying wire to ensure that the position between the structural column reinforcement skeleton and the cast-in-place belt reinforcement skeleton does not deviate during the pouring process, ensure the pouring accuracy, and thus improve the overall construction quality; S6: Install the structural column formwork and cast-in-place strip formwork. First, use formwork glue to stick the column formwork and beam formwork to the surface of the brick wall. Then, pass the first pair of tension bolts through the two column formworks. Then, use the first pair of tension bolts and steel pipes to lock the two column formworks. Then, use steel nails to drive the fixing rods into the upper ends of the two beam formworks. Then, pass the second pair of tension bolts through the two beam formworks. Then, use the second pair of tension bolts to lock the two beam formworks. Ensure the stability and sealing of the structural column formwork and cast-in-place strip formwork to prevent leakage during the pouring process. When pasting the column formwork and beam formwork, ensure that the column formwork and beam formwork are tightly pasted to the brick walls on both sides. At the same time, it is necessary to inject sealant between the joint gap between the column formwork and the beam formwork to avoid leakage during the concrete pouring process, which affects the construction quality. S7: Mix the concrete strictly according to the mix ratio, pour in layers and vibrate fully to ensure that the concrete is dense; S8: After the concrete reaches the design strength, remove the first tension bolt and the second tension bolt, then remove the column formwork and beam formwork, and then check the surface quality of the structural column casting block and the cast-in-place belt casting block; S9: Continue to build brick walls on the top of the cast-in-place belt to the bottom of the beam slab, and use oblique masonry to fill the gaps to ensure the overall stability of the wall; S10: Repeat the above steps until the wall is completed.

[0013] 3. Beneficial effects The present invention provides a super-high masonry wall construction method, which has the following beneficial effects: 1. The present invention provides a method for constructing an ultra-high masonry wall. By reasonably arranging structural column casting blocks and cast-in-place strip casting blocks, the seismic resistance and bearing capacity of the wall can be significantly improved, so that the wall can maintain good stability and integrity when facing natural disasters such as earthquakes. At the same time, the structural column casting blocks and cast-in-place strip casting blocks can also effectively extend the service life of the wall, reduce the maintenance and replacement costs caused by aging and damage of the wall, and at the same time, the wall forms a continuous and integrated force system with excellent compression, shear and bending resistance, and can effectively resist the effects of external loads such as earthquakes.

[0014] 2. The present invention provides a super-high masonry wall construction method, which reduces rework and waste and improves construction efficiency through efficient construction technology and strict management measures. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the structural column form and cast-in-place strip form support of the present invention; Figure 2 It is a schematic diagram of the wall structure of the present invention; Figure 3It is a schematic diagram of the structure of the structural column form and the cast-in-place strip form of the present invention; Figure 4 for Figure 2 A magnified view of the structure in the middle.

[0016] Among them, 1. base layer; 101. rebar embedding hole; 102. rebar embedding glue; 103. rebar; 2. wall; 201. brick wall; 2011. block; 2012. mortar; 202. structural column steel skeleton; 203. structural column casting block; 204. cast-in-place strip steel skeleton; 205. cast-in-place strip casting block; 3. structural column formwork; 301. column formwork; 302. column formwork secondary rib; 303. first tension bolt; 304. steel pipe; 4. cast-in-place strip formwork; 401. beam formwork; 402. beam formwork secondary rib; 403. fixing rod; 404. second tension bolt. DETAILED DESCRIPTION

[0017] The following will be combined with the drawings in the specific embodiments of the present invention to clearly and completely describe the technical solutions in the specific embodiments of the present invention. Obviously, the specific embodiments described are only part of the specific embodiments of the present invention, not all of the specific embodiments. Based on the specific embodiments of the present invention, all other specific embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention. Specific implementation 1: like Figure 1 and Figure 4 As shown, a specific embodiment of the present invention provides an ultra-high masonry wall, including a base layer 1, a wall body 2, two brick walls 201, blocks 2011 and mortar 2012, a structural column mold 3 and a cast-in-place strip mold 4, four rebar holes 101 distributed in a matrix array are opened inside the base layer 1, rebar glue 102 is injected into the four rebar holes 101, and steel bars 103 are fixedly connected to the four rebar holes 101 through the rebar glue 102, and the parts of the four rebars 103 exposed from the base layer 1 are connected to the structural column steel bar skeleton 202 through binding wires, and the outside of the structural column steel bar skeleton 202 A structural column casting block 203 is cast. Before planting the reinforcement, the planting hole 101 needs to be cleaned to ensure that there are no impurities in the planting hole 101, thereby ensuring that the steel bar 103 and the base layer 1 are firmly connected after the planting. The planting glue 102 is injected into the planting hole 101 to ensure that the steel bar 103 is firmly connected to the base layer 1. When tying the steel bar 103 and the structural column steel bar skeleton 202, multiple tying wires should be used to tie each steel bar 103 and the structural column steel bar skeleton 202 to ensure the firm connection between the steel bar 103 and the structural column steel bar skeleton 202.

[0019] according to Figure 1 and Figure 2As shown, the upper end of the structural column steel frame 202 is tied with a cast-in-place strip steel frame 204 by tying wire, and the outside of the cast-in-place strip steel frame 204 is cast with a cast-in-place strip casting block 205. The structural column steel frame 202 is connected to the steel bars 103 connected to the base layer 1 by the anchor glue 102 through the tying wire, and extends upward to form a vertical support for the wall 2, further enhancing the stability and bearing capacity of the wall 2. The wall 2 includes a structural column casting block 203 and brick walls 201 on both sides of the structural column casting block 203, and cast-in-place strip casting blocks 205 on the upper ends of the brick walls 201 on both sides. The brick walls 201 are located on both sides of the structural column casting block 203, and are the main enclosure and load-bearing part of the wall 2. The brick walls 201 not only ensure the thickness and rigidity of the wall 2, but also increase the thermal insulation, heat insulation and sound insulation performance of the wall 2.

[0020] according to Figure 1 and Figure 2 As shown, the two brick walls 201 are built by a plurality of blocks 2011 and mortar 2012. The blocks 2011 are made of ordinary fired bricks with a strength grade of MU20 and lightweight bricks with a strength grade of MU5. The mortar 2012 uses a mixture of M10 cement slurry and Mb5 cement slurry. When the brick wall 201 is actually built, the ordinary fired bricks with a strength grade of MU20 have higher compressive strength and stability, and are suitable for the parts of the brick wall 201 that need to bear a larger load or require a higher structural strength. The lightweight bricks with a strength grade of MU5 are lighter in weight, but also have good It has thermal insulation, heat insulation and sound insulation properties and is suitable for parts of the brick wall 201 that need to reduce their own weight or improve thermal insulation performance. The M10 cement slurry has high bonding strength and durability, which can ensure the close connection between the blocks 2011 and improve the overall stability of the brick wall 201. After the Mb5 mixed slurry is mixed with the M10 cement slurry, the performance of the mortar 2012 can be further optimized to meet the different needs of the brick wall 201 masonry. The type of mortar 2012 can also be adjusted according to the different parts of the wall 2 and climatic conditions, such as using antifreeze slurry in cold areas.

[0021] according to Figure 1 and Figure 3As shown, the structural column formwork 3 includes a first tension bolt 303, a steel pipe 304 and two column formworks 301 pasted on the wall 2 by formwork glue, and the surfaces of the two column formworks 301 are fixedly connected with two column formwork secondary ribs 302. The two column formworks 301 are locked by the first tension bolt 303 and the steel pipe 304. The two column formworks 301 are pasted on the wall 2 by formwork glue to ensure that the formworks are closely fitted to the wall 2 to prevent leakage during pouring. The cast-in-place strip formwork 4 includes a second tension bolt 404 and two beam formworks 4 pasted on the wall 2 by formwork glue. 01. Two beam formwork secondary ribs 402 are fixedly connected to the surfaces of the two beam formworks 401. A plurality of fixing rods 403 are fixedly connected between the two beam formworks 401. The two beam formworks 401 are locked by a second tension bolt 404. A plurality of fixing rods 403 are connected between the two beam formworks 401 to provide additional support and fixation for the formworks, further ensuring the stability and accuracy of the formworks. The beam formwork secondary ribs 402 are fixed to the surfaces of the beam formworks 401, which can enhance the rigidity and stability of the formworks and ensure that the formworks will not be deformed or displaced during the pouring process.

[0022] The embodiment of the present application also discloses a super-high masonry wall construction method, which is applicable to the super-high masonry wall mentioned above, and the construction steps are as follows: S1: Clean and level the base layer 1 to ensure that the base layer 1 is solid and level without loose soil, impurities, etc., so as to ensure that the mortar 2012 is firmly connected to the base layer 1 during the construction process, thereby ensuring that the overall quality of the wall 2 is high after the construction is completed; S2: Drill a reinforcement hole 101 at a designated position of the base layer 1, inject reinforcement glue 102 after cleaning the hole, and implant the steel bar 103 into the reinforcement hole 101 to ensure that the steel bar 103 is stable. When cleaning the hole, ensure that there is no loose soil, impurities, etc. in the reinforcement hole 101, so as to ensure that the reinforcement glue 102 is firmly bonded to the inner wall of the reinforcement hole 101 after being injected into the reinforcement hole 101, and further ensure that the reinforcement 103 is stable; S3: According to the design requirements, the structural column steel skeleton 202 is connected with the steel bar 103, and the structural column steel skeleton 202 is tied to form a stable skeleton structure. S4: Use high-quality blocks 2011 and lay them according to the specified mortar 2012 ratio. During the laying process, it is necessary to first lay out and position according to the design drawings and construction specifications to ensure the verticality and flatness of the brick wall 201. Then, according to the predetermined laying method and the laying thickness of the mortar 2012, lay the blocks 2011 one by one on the mortar 2012. During the laying process, the uniformity of the block 2011 joints and the fullness of the mortar 2012 must be maintained to ensure the integrity and density of the brick wall 201. Different types of block 2011 materials can be selected according to the specific needs of the project, such as lightweight concrete blocks, aerated concrete blocks, etc. The type of mortar 2012 can also be adjusted according to different parts of the wall 2 and climatic conditions, such as using antifreeze slurry in cold areas; S5: Set the position of the cast-in-place belt casting block 205 inside the wall 2, and then tie the cast-in-place belt steel frame 204 to prepare for subsequent pouring. During the tying process of the cast-in-place belt steel frame 204, the structural column steel frame 202 needs to be placed inside the cast-in-place belt steel frame 204, and then use the tying wire to tie the cast-in-place belt steel frame 204 and the structural column steel frame 202 together, thereby ensuring that the position between the structural column steel frame 202 and the cast-in-place belt steel frame 204 does not shift during the pouring process, ensuring the pouring accuracy, thereby improving the overall construction quality; S6: Install the structural column formwork 3 and the cast-in-place strip formwork 4. First, use formwork glue to stick the column formwork 301 and the beam formwork 401 to the surface of the brick wall 201, then pass the first tension bolt 303 through the two column formworks 301, and then use the first tension bolt 303 and the steel pipe 304 to lock the two column formworks 301, and then use steel nails to nail the fixing rod 403 at the upper ends of the two beam formworks 401, and then pass the second tension bolt 404 through the two beam formworks 401, and then use the second tension bolt 404 to lock the two beam formworks 401 to ensure the stability and sealing of the structural column formwork 3 and the cast-in-place strip formwork 4 to prevent leakage during the pouring process. When pasting the column formwork 301 and the beam formwork 401, it is necessary to ensure that the column formwork 301 and the beam formwork 401 are tightly pasted to the brick walls 201 on both sides. At the same time, it is necessary to inject sealant between the joint gap between the column formwork 301 and the beam formwork 401 to avoid leakage during the pouring of concrete, which affects the construction quality. S7: Mix the concrete strictly according to the mix ratio, pour in layers and vibrate fully to ensure that the concrete is dense; S8: After the concrete reaches the designed strength, remove the first tension bolt 303 and the second tension bolt 404, then remove the column formwork 301 and the beam formwork 401, and then check the surface quality of the structural column casting block 203 and the cast-in-place belt casting block 205; S9: Continue to build the brick wall 201 on the upper end of the cast-in-place belt casting block 205 to the bottom of the beam slab, and fill the gap in an oblique way to ensure the overall stability of the wall 2; S10: Repeat the above steps until the wall 2 is completed.

[0023] In the above embodiment, through the reasonable setting of the structural column casting blocks 203 and the cast-in-place strip casting blocks 205, the seismic resistance and bearing capacity of the wall 2 can be significantly improved, so that the wall 2 can maintain good stability and integrity when facing natural disasters such as earthquakes. At the same time, the structural column casting blocks 203 and the cast-in-place strip casting blocks 205 can also effectively extend the service life of the wall 2, reduce the maintenance and replacement costs caused by aging, damage and other reasons of the wall 2, and at the same time enable the wall 2 to form a continuous, integrated force system with excellent compression, shear and bending resistance, and can effectively resist the effects of external loads such as earthquakes.

[0024] Although specific embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the specific embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An ultra-high masonry wall, comprising a base (1), a wall (2), two brick walls (201), blocks (2011) and mortar (2012), a structural column mold (3) and a cast-in-place strip mold (4), characterized in that: The base layer (1) is provided with four reinforcing bar holes (101) arranged in a matrix array, reinforcing bar glue (102) is injected into the four reinforcing bar holes (101), reinforcing bars (103) are fixedly connected to the four reinforcing bar holes (101) by the reinforcing bar glue (102), portions of the four reinforcing bars (103) exposed from the base layer (1) are connected to a structural column steel bar skeleton (202) by binding wires, and a structural column casting block (203) is cast outside the structural column steel bar skeleton (202).

2. The super-high masonry wall according to claim 1, characterized in that: The upper end of the structural column steel bar skeleton (202) is tied with a cast-in-place steel bar skeleton (204) by means of a tying wire, and a cast-in-place steel bar skeleton (204) is cast with a cast-in-place casting block (205) outside.

3. The super-high masonry wall according to claim 1, characterized in that: The wall body (2) comprises a structural column casting block (203), brick walls (201) on both sides of the structural column casting block (203), and cast-in-place strip casting blocks (205) on the upper ends of the brick walls (201) on both sides.

4. The super-high masonry wall according to claim 1, characterized in that: The two brick walls (201) are constructed by a plurality of blocks (2011) and mortar (2012), wherein the blocks (2011) are made of common fired bricks with a strength grade of MU20 and lightweight bricks of MU5, and the mortar (2012) is made of a mixture of M10 cement slurry and Mb5 cement slurry.

5. The super-high masonry wall according to claim 1, characterized in that: The structural column formwork (3) comprises a first tension bolt (303), a steel pipe (304), and two column formworks (301) adhered to the wall (2) by formwork adhesive, two column formwork secondary ribs (302) being fixedly connected to the surfaces of the two column formworks (301), and the two column formworks (301) are locked by the first tension bolt (303) and the steel pipe (304).

6. The super-high masonry wall according to claim 1, characterized in that: The cast-in-place strip formwork (4) comprises a second tension bolt (404) and two beam formworks (401) adhered to the wall (2) by formwork adhesive, two beam formwork secondary ribs (402) are fixedly connected to the surfaces of the two beam formworks (401), a plurality of fixing rods (403) are fixedly connected between the two beam formworks (401), and the two beam formworks (401) are locked by the second tension bolts (404).

7. A super-high masonry wall construction method applied to claims 1-6, characterized in that: The following steps are involved: S1: Clean and level the base layer (1) to ensure that the base layer (1) is solid, level, and free of loose soil, impurities, etc.; S2: Drill a steel bar embedding hole (101) at a designated position of the base layer (1), inject a steel bar embedding glue (102) after cleaning the hole, and embed the steel bar (103) into the steel bar embedding hole (101) to ensure that the steel bar (103) is stable; S3: Connect the structural column steel bar skeleton (202) with the steel bar (103) according to the design requirements, and tie the structural column steel bar skeleton (202) to form a stable skeleton structure; S4: Use Use high-quality blocks (2011) and lay them in accordance with the specified mortar (2012) ratio. During the laying process, it is necessary to first lay out and position according to the design drawings and construction specifications to ensure the verticality and flatness of the brick wall (201). Then, according to the predetermined laying method and mortar laying thickness, lay the blocks (2011) one by one on the mortar (2012). During the laying process, the uniformity of the block (2011) joints and the fullness of the mortar (2012) must be maintained to ensure the integrity and density of the brick wall. S5: setting the position of the cast-in-place strip casting block (205) inside the wall (2), and then tying the cast-in-place strip reinforcement skeleton (204) to prepare for subsequent pouring. During the tying process of the cast-in-place strip reinforcement skeleton (204), the structural column reinforcement skeleton (202) needs to be placed inside the cast-in-place strip reinforcement skeleton (204), and then the cast-in-place strip reinforcement skeleton (204) and the structural column reinforcement skeleton (202) are tied together using a tying wire, thereby ensuring that the position of the structural column reinforcement skeleton (202) and the cast-in-place strip reinforcement skeleton (204) does not deviate during the pouring process, thereby ensuring the pouring accuracy and improving the overall construction quality; S6: Install the structural column formwork (3) and the cast-in-place strip formwork (4), first use formwork glue to stick the column formwork (301) and the beam formwork (401) to the surface of the brick wall (201), then pass the first tension bolt (303) through the two column formworks (301), then use the first tension bolt (303) and the steel pipe (304) to lock the two column formworks (301), then use steel nails to drive the fixing rods (403) into the upper ends of the two beam formworks (401), then pass the second tension bolt (404) through the two beam formworks (401), and then use the second tension bolt (404) to lock the two column formworks (301). The tension bolts (404) lock the two beam templates (401) to ensure the stability and sealing of the structural column template (3) and the cast-in-place strip template (4) to prevent leakage during the pouring process. When the column template (301) and the beam template (401) are pasted, it is necessary to ensure that the column template (301) and the beam template (401) are tightly pasted to the brick walls (201) on both sides. At the same time, it is necessary to inject sealant between the joint gap between the column template (301) and the beam template (401) to avoid leakage during the concrete pouring process, which affects the construction quality. S7: Mix the concrete strictly according to the mix ratio, pour in layers and vibrate fully to ensure that the concrete is dense; S8: After the concrete reaches the designed strength, the first tension bolt (303) and the second tension bolt (404) are removed, and then the column formwork (301) and the beam formwork (401) are removed, and then the surface quality of the structural column casting block (203) and the cast-in-place belt casting block (205) are checked; S9: Continue to build the brick wall (201) on the upper end of the cast-in-place belt casting block (205) to the bottom of the beam and slab, and fill the gaps in an oblique manner to ensure the overall stability of the wall (2); S10: Repeat the above steps until the wall (2) is completed.

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