Construction method of blue machine brick wire joint wall

Abstract

This application relates to a construction method for a blue machine-made brick threaded joint wall, belonging to the field of ancient building construction technology. It includes the following steps: S1, constructing an inner wall with concrete, and embedding one end of a connecting steel bar into the inner wall during construction; S2, fixing a base plate with a water-retaining cavity to the inner wall using connecting components; S3, selecting blue machine-made bricks as the outer wall material; S4, conducting trial placement of the blue machine-made bricks to determine the bricklaying method; S5, after the outer wall is completed, applying a waterproof layer to the bottom edge of the outer wall near the inner wall to improve the waterproofing effect at the bottom edge, thus preventing rainwater from entering the interlayer from the bottom edge of the outer wall; S6, after the waterproof layer is applied, smoothing the protruding parts at the joints between the blue machine-made bricks and filling any missing parts; finally, cleaning and rinsing the entire surface of the outer wall with clean water. This application has the effect of preventing rainwater from eroding the outer and inner walls.

Description

Technical Field

[0001] This application relates to the field of ancient building construction, and in particular to a method for constructing a blue machine brick threaded joint wall. Background Technology

[0002] The silk-seam construction method, also known as "fine seam" or "silk seam," is commonly referred to as "seam." In ancient Chinese architecture, silk-seam walls are typically constructed using pavilion mud bricks and lime mortar. Silk-seam walls are often used for decorative parts such as eaves, cornerstones, screen walls, and corridors, achieving an effect comparable to dry-laid walls. The construction methods for ancient Chinese building walls generally include: dry-laid large pavilion mud bricks, silk-seam small pavilion mud bricks, and whitewashed blue bricks. Blue brick silk-seam is a completely new construction method that is comparable to but distinct from both dry-laid large pavilion mud bricks and silk-seam small pavilion mud bricks.

[0003] In related technologies, Chinese Patent No. CN210086563U discloses a traditional Chinese architectural threaded wall structure, which includes an inner leaf wall and an outer leaf wall located outside the inner leaf wall. An air layer is provided between the inner and outer leaf walls. Several tie members for fixing the outer leaf wall to the inner leaf wall are spaced apart between the inner and outer leaf walls. One end of the tie member is pre-embedded in the inner leaf wall, and the other end is inserted into the outer leaf wall. The two ends of the tie member are respectively located at the brick joint of the inner and outer leaf walls. By first constructing the inner leaf wall and then constructing the outer leaf wall, and fixing the outer leaf wall to the inner leaf wall with the tie members, this application has the advantages of convenient construction and high work efficiency.

[0004] In the process of developing this application, the inventors discovered at least the following problems with the technology: An air layer is provided between the inner leaf wall and the outer leaf wall to prevent the inner leaf wall from getting damp. However, after a long period of time, cracks easily occur at the brick joints of the outer leaf wall, and workers do not notice and repair them in time. As a result, rainwater flows into the air layer through the cracks. At this time, the rainwater will accumulate between the inner leaf wall and the outer leaf wall and takes a long time to evaporate. However, before evaporation, the rainwater is prone to erosion of the outer leaf wall and the inner leaf wall, so it needs to be improved. Summary of the Invention

[0005] To address the problem of rainwater eroding the outer and inner leaf walls, this application provides a method for constructing blue machine brick threaded joint walls.

[0006] The technical solution for constructing a blue machine brick threaded joint wall provided in this application is as follows:

[0007] S1. Construct the interior wall with concrete, and when constructing the interior wall, embed one end of the connecting steel bar into the interior wall.

[0008] S2. Fix the substrate with the water-containing cavity to the inner wall using the connecting components; after completion, level the base according to the building elevation, and then use a chalk line to mark the base line of the outer wall. The gap left between the chalk line and the inner wall serves as a partition, which is used to make way for the flow guiding components on the substrate.

[0009] S3. Select blue machine bricks with regular edges and flat six sides as exterior wall materials, and cut some blue machine bricks to form first shaped bricks and second shaped bricks. The first shaped bricks are cut to form a first insertion groove; the second shaped bricks are cut to form a second insertion groove.

[0010] S4. Based on the brick joints and brick arrangement, conduct trial placement of the blue machine bricks to determine the laying method, ensuring reasonable brick joint stagger and aesthetically pleasing appearance; Stretch a taut horizontal line at both ends of the exterior wall to facilitate leveling and straightening during wall construction. Lay the blue machine bricks from top to bottom according to the base line and horizontal line. When laying the bricks to the location where the flow guide component is installed, select the first shaped brick and insert the end of the flow guide component away from the base plate into the first insertion groove, then fill with mortar and smooth it; When laying the bricks to the location where the connecting steel bar is installed, select the second shaped brick and insert the end of the connecting steel bar away from the inner wall into the second insertion groove, then fill with mortar and smooth it.

[0011] S5. After the exterior wall is completed, apply another layer of waterproofing to the bottom of the exterior wall near the interior wall to improve the waterproofing effect at the bottom of the exterior wall, so that rainwater from outside the exterior wall is less likely to enter the interlayer from the bottom of the exterior wall.

[0012] S6. After the waterproof layer is applied, smooth out the protruding parts at the joints between the blue bricks and fill in any missing parts; finally, clean and rinse the entire exterior wall surface with clean water.

[0013] By adopting the above technical solution, when cracks appear at the joints between adjacent blue bricks due to the increase of years, rainwater can easily enter the interlayer from the outer wall. However, at this time, the rainwater can be guided to the water storage chamber through the diversion component for storage, so that the rainwater is less likely to flow into the interlayer between the outer wall and the inner wall and cause erosion to the outer wall and the inner wall.

[0014] Optionally, the connecting assembly includes a connecting part, a pulling part, and a squeezing part. The connecting part includes a pouch and a baffle. A receiving groove is formed on the substrate. The squeezing part is disposed between the pouch and the substrate. The pouch is located in the receiving groove and contacts the inner wall. A through hole is formed on the pouch. The baffle is fixed to the inner wall of the through hole. The pulling part is disposed between the squeezing part and the substrate.

[0015] By adopting the above technical solution, when the substrate and the inner wall are not connected, the pulling part will continuously pull the extrusion part towards the bottom of the receiving groove so that the extrusion part does not extrude the bag; when connecting the substrate and the inner wall, the substrate and the inner wall are attached together; during the attachment process, the pulling part contacts the inner wall and is compressed; after the attachment is completed, the bag contacts the inner wall, and at this time the pulling part no longer pulls the extrusion part, so the extrusion part will extrude the bag. At this time, due to excessive pressure, the baffle will be ruptured, so the adhesive inside the bag will fill the space between the inner wall and the substrate. After the adhesive dries, not only is the substrate and the inner wall fixed, but the adhesive can also form a sealing layer after drying to improve the sealing between the substrate and the inner wall.

[0016] Optionally, the extrusion part includes an extrusion plate and an extrusion spring. The extrusion plate is slidably connected to the inner wall of the receiving groove and fixed to the bag. The extrusion spring is connected between the extrusion plate and the bottom of the receiving groove. The pulling part is disposed between the extrusion plate and the substrate.

[0017] By adopting the above technical solution, when connecting the substrate and the inner wall, the substrate and the inner wall are attached together; during the attachment process, the pulling part contacts the inner wall and is compressed; after the attachment is completed, the bag contacts the inner wall, and at this time the pulling part no longer pulls the extrusion plate, so the extrusion spring pushes the extrusion plate by restoring its deformation, and the extrusion plate will squeeze the bag. At this time, due to excessive pressure, the baffle will be ruptured, and the gelling agent in the bag will fill the space between the inner wall and the substrate.

[0018] Optionally, the pulling part includes a pulling rod, a pulling rope, and a pulling spring. A pulling hole is provided on the base plate. The pulling rod is inserted into the pulling hole and abuts against the inner wall. The pulling spring is connected between the pulling rod and the bottom of the pulling hole. One end of the pulling rope is fixed to the pulling rod, and the other end passes through the receiving groove and is fixed to the extrusion plate.

[0019] By adopting the above technical solution, when connecting the substrate and the inner wall, the substrate and the inner wall are attached together. During the attachment process, the pull rod contacts the inner wall and is fully compressed into the pull hole. At this time, the pull rope will release the extrusion plate. After the attachment is completed, the bag contacts the inner wall, and the pull rope no longer pulls the extrusion plate. As a result, the extrusion spring restores its deformation to push the extrusion plate. The extrusion plate will squeeze the bag. At this time, due to excessive pressure, the baffle will be ruptured, and the gelling agent in the bag will fill the space between the inner wall and the substrate.

[0020] Optionally, the flow guiding assembly includes an insertion plate, a flow guiding plate, a rubber pad, and a cover plate. One end of the flow guiding plate is fixed to the base plate, and the other end is fixed to the insertion plate. The insertion plate is inserted into the first insertion slot. The rubber pad is fixed to the insertion plate and abuts against the blue brick. The cover plate is fixed to the insertion plate and abuts against the blue brick. The flow guiding plate has a flow guiding groove and a collection groove, and the flow guiding groove communicates with the collection groove. The base plate has a flow guiding hole, and the flow guiding hole communicates with the collection groove and the water-containing cavity.

[0021] By adopting the above technical solution, when cracks appear at the joints between adjacent blue bricks due to age, rainwater can easily enter the partition layer from the outer wall. At this time, the rainwater will drip onto the guide plate, and then the rainwater may flow into the guide channel and then into the collection channel. After passing through the guide hole, the rainwater in the collection channel will flow into the water-receiving cavity for storage, thereby making it difficult for rainwater to flow into the partition layer between the outer wall and the inner wall and cause erosion to the outer wall and the inner wall.

[0022] Optionally, a discharge assembly is provided inside the water-containing cavity. The discharge assembly includes a driving part and a discharge part. The discharge part is connected to the inner wall of the water-containing cavity, and the driving part is located between the discharge part and the inner wall of the water-containing cavity.

[0023] By adopting the above technical solution, if the construction personnel do not repair the cracks in time and as time goes by, the rainwater in the water-receiving cavity will continue to accumulate; until the liquid level of the rainwater in the water-receiving cavity reaches the bottom of the guide hole, the drive unit will pull the discharge unit, at which time the discharge unit will discharge the rainwater from the water-receiving cavity, so that the water-receiving cavity can continuously store rainwater.

[0024] Optionally, the drive unit includes a net cover, a float plate, and a pull rope. The net cover is fixed to the inner wall of the water-containing cavity, the float plate is inserted into the net cover and slidably connected to the inner wall of the net cover, and one end of the pull rope is fixed to the float plate and the other end is connected to the discharge unit.

[0025] By adopting the above technical solution, rainwater will continuously accumulate in the water-receiving cavity until the liquid level in the water-receiving cavity reaches the bottom of the guide hole. As the liquid level of the rainwater continues to rise, the float plate will also float the net cover vertically upward. During the floating process, the float plate will pull the tow rope. After the float plate floats to the top of the net cover, the tow rope will finish pulling the discharge section, at which point the discharge section will discharge the rainwater from the water-receiving cavity.

[0026] Optionally, the discharge section includes a cover plate and a connecting pipe. The inner wall of the water-containing cavity is provided with a placement groove. One end of the connecting pipe is connected to the placement groove and the other end is connected to the adjacent water-containing cavity. The cover plate is inserted into the placement groove and covers the port of the connecting pipe. The end of the connecting pipe on the water-containing cavity located at the bottom of the substrate, away from its corresponding water-containing cavity, is inserted into the soil layer.

[0027] By adopting the above technical solution, after the float floats to the top of the net cover, the pull rope will pull the cover plate to separate from the placement trough. At this time, the rainwater in the water-containing cavity will flow continuously downward in the vertical direction through the connecting pipe until it flows into the water-containing cavity near the bottom of the substrate, and then is discharged to the sewage pipe through the connecting pipe on the water-containing cavity.

[0028] Optionally, the top wall of the second insertion slot is provided with an anti-detachment hole, an anti-detachment column is fixedly installed on the connecting steel bar, the anti-detachment column is inserted into the anti-detachment hole, and an anti-slip component is provided between the anti-detachment column and the inner wall of the anti-detachment hole.

[0029] By adopting the above technical solution, the anti-detachment column plays a limiting role when the connecting steel bar is subjected to horizontal tension, so that the connecting steel bar is not easy to detach from the brick joint of the blue machine brick, thereby improving the stability of the connection between the connecting steel bar and the blue machine brick; the anti-slip component can increase the friction between the anti-detachment column and the inner wall of the anti-detachment hole, so that the anti-detachment column is less likely to slip out of the anti-detachment hole.

[0030] Optionally, the anti-slip component includes a fixing block and a fixing sleeve. The fixing block is fixed to the anti-detachment column, and the fixing sleeve is sleeved on the fixing block and abuts against the inner wall of the anti-detachment hole.

[0031] By adopting the above technical solution, the fixing sleeve can increase the friction between the anti-detachment column and the inner wall of the anti-detachment hole, so that the anti-detachment column is less likely to slip out of the anti-detachment hole.

[0032] In summary, this application includes at least one of the following beneficial effects:

[0033] 1. When cracks appear at the joints between adjacent blue bricks due to age, rainwater can easily enter the interlayer from the outer wall. However, the rainwater can be guided to the water storage chamber through the diversion component for storage, so that the rainwater is less likely to flow into the interlayer between the outer and inner walls and cause erosion to the outer and inner walls.

[0034] 2. The function of the anti-detachment column is to limit the connection of the connecting steel bar when it is subjected to horizontal tension, so that the connecting steel bar is not easy to detach from the brick joint of the blue machine brick, thereby improving the stability of the connection between the connecting steel bar and the blue machine brick.

[0035] 3. The fixing sleeve can increase the friction between the anti-detachment column and the inner wall of the anti-detachment hole, so that the anti-detachment column is less likely to slip out of the anti-detachment hole. Attached Figure Description

[0036] Figure 1 This is a schematic diagram of the structure of an embodiment of this application;

[0037] Figure 2 This is a schematic diagram illustrating the structure of the connecting part in the embodiments of this application;

[0038] Figure 3 This is a structural schematic diagram illustrating the pulling part in the embodiments of this application;

[0039] Figure 4 for Figure 2 Enlarged view of point A in the middle;

[0040] Figure 5 for Figure 3 Enlarged view of point B in the middle;

[0041] Figure 6 for Figure 3 Enlarged view of point C in the middle;

[0042] Figure 7 This is a schematic diagram illustrating the structure of the emission assembly in the embodiments of this application;

[0043] Figure 8 for Figure 7 Enlarged view of point D in the middle.

[0044] In the diagram: 1. Inner wall; 2. Outer wall; 21. First shaped brick; 211. First insertion slot; 22. Second shaped brick; 221. Second insertion slot; 2211. Anti-detachment hole; 23. Waterproof layer; 24. Connecting steel bar; 241. Anti-detachment column; 3. Base plate; 31. Water-containing cavity; 32. Drainage hole; 33. Receiving groove; 34. Pulling hole; 35. Placement groove; 4. Connecting part; 41. Bag; 411. Connecting hole; 42. Membrane; 5. Extrusion part; 51 52. Extrusion plate; 6. Extrusion spring; 7. Pulling part; 61. Pulling rod; 62. Pulling rope; 63. Pulling spring; 7. Flow guiding assembly; 71. Insertion plate; 72. Flow guiding plate; 721. Flow guiding channel; 722. Collection channel; 73. Rubber pad; 74. Cover plate; 8. Drive part; 81. Net cover; 82. Float plate; 83. Pulling rope; 9. Discharge part; 91. Cover plate; 92. Connecting pipe; 10. Anti-slip assembly; 101. Fixing block; 102. Fixing sleeve. Detailed Implementation

[0045] The following is in conjunction with the appendix Figure 1-8 This application will be described in further detail.

[0046] This application discloses a construction method for a blue brick threaded joint wall.

[0047] A method for constructing a blue machine brick threaded joint wall includes the following steps:

[0048] S1. Construct the inner wall 1 with concrete, and when constructing the inner wall 1, embed one end of the connecting steel bar 24 into the inner wall 1.

[0049] S2. Fix the substrate 3 with the water-containing cavity 31 to the inner wall 1 through the connecting component; after completion, level the base according to the building elevation, and then use the ink line to shoot out the base line of the outer wall 2. The gap left between the outer wall 2 and the inner wall 1 when shooting out the line is used as a partition. The partition is used to make way for the flow guiding component 7 on the substrate 3.

[0050] S3. Select blue machine bricks with regular edges and flat six sides as the material for the exterior wall 2, and cut some of the blue machine bricks to form a first shaped brick 21 and a second shaped brick 22. A first insertion groove 211 is cut on the first shaped brick 21; a second insertion groove 221 is cut on the second shaped brick 22.

[0051] S4. Based on the brick joints and brick arrangement, trial-lay the blue machine bricks to determine the bricklaying method, ensuring reasonable brick joints and an aesthetically pleasing appearance. A taut horizontal line is stretched across both ends of the outer wall 2 to facilitate leveling and straightening during construction. The blue machine bricks are laid from top to bottom according to the base line and horizontal line. When the bricklaying reaches the position where the flow guide component 7 is installed, the first shaped brick 21 is selected, and the end of the flow guide component 7 furthest from the base plate 3 is inserted into the first insertion groove 211 and filled with mortar to smooth it. When the bricklaying reaches the position where the connecting steel bar 24 is installed, the second shaped brick 22 is selected, and the end of the connecting steel bar 24 furthest from the inner wall 1 is inserted into the second insertion groove 221 and filled with mortar to smooth it.

[0052] S5. After the outer wall 2 is completed, apply another layer of waterproof layer 23 to the bottom of the outer wall 2 on the side close to the inner wall 1 to improve the waterproof effect of the bottom of the outer wall 2, so that rainwater outside the outer wall 2 is less likely to enter the partition from the bottom of the outer wall 2.

[0053] After the S6 and waterproof layer 23 are applied, smooth out the protruding parts at the joints between the blue bricks and fill in any missing parts; finally, clean and rinse the entire surface of the exterior wall 2 with clean water.

[0054] Reference Figure 1 In this embodiment, the connecting steel bars 24 are arranged in three rows along the vertical direction of the inner wall 1, and the three rows of connecting steel bars 24 are arranged in a quincunx pattern, and all the connecting steel bars 24 penetrate the base plate 3.

[0055] Reference Figure 2 , Figure 3 and Figure 4The connecting component includes a pressing part 5, a pulling part 6, and a connecting part 4. The connecting part 4 includes a bag 41 and a baffle 42. In this embodiment, the baffle 42 is a plastic film. The bag 41 is used to fill the adhesive. The substrate 3 has a receiving groove 33 on the side near the inner wall 1, and the receiving groove 33 does not interfere with the connecting steel bar 24. The bag 41 is located in the receiving groove 33 and is in contact with the inner wall 1. The pressing part 5 is located between the bag 41 and the substrate 3, and the pulling part 6 is located between the pressing part 5 and the substrate 3.

[0056] Reference Figure 4 The bag 41 has several through holes 411, and the baffle 42 is fixedly connected to the inner wall of the through holes 411. In this embodiment, the baffle 42 is shown to be in a damaged state. When the substrate 3 is not connected to the inner wall 1, the pulling part 6 will continuously pull the squeezing part 5 towards the bottom of the receiving groove 33 so that the squeezing part 5 will not squeeze the bag 41. When connecting the substrate 3 to the inner wall 1, the substrate 3 and the inner wall 1 are attached together. During the attachment process, the pulling part 6 contacts the inner wall 1 and is compressed. After the attachment is completed, the bag 41 contacts the inner wall 1, and at this time the pulling part 6 no longer pulls the squeezing part 5, so the squeezing part 5 will squeeze the bag 41. At this time, due to excessive pressure, the baffle 42 will be ruptured, so the adhesive in the bag 41 will fill the space between the inner wall 1 and the substrate 3. After the adhesive dries, it not only fixes the substrate 3 and the inner wall 1, but also forms a sealing layer after drying to improve the sealing between the substrate 3 and the inner wall 1.

[0057] Reference Figure 4 The extrusion section 5 includes an extrusion plate 51 and an extrusion spring 52. The extrusion plate 51 is inserted into the receiving groove 33 and slidably connected to the inner wall of the receiving groove 33. The pouch 41 is fixedly connected to the side of the extrusion plate 51 near the inner wall 1. One end of the extrusion spring 52 is fixed to the bottom of the receiving groove 33, and the other end is fixed to the side of the extrusion plate 51 away from the inner wall 1. The pulling section 6 is located between the side of the extrusion plate 51 away from the inner wall 1 and the substrate 3. When the substrate 3 is not connected to the inner wall 1, the pulling section 6 will continuously pull the extrusion plate 51 toward the bottom of the receiving groove 33, and at this time the extrusion spring 52 is in a compressed state so that the extrusion plate 51 does not extrude extrusion on the pouch 41.

[0058] When connecting the substrate 3 to the inner wall 1, the substrate 3 and the inner wall 1 are attached together. During the attachment process, the pulling part 6 contacts the inner wall 1 and is compressed. After the attachment is completed, the bag 41 contacts the inner wall 1, and at this time the pulling part 6 no longer pulls the extrusion plate 51. As a result, the extrusion spring 52 pushes the extrusion plate 51 by restoring its deformation. The extrusion plate 51 will extrude the bag 41. At this time, due to excessive pressure, the baffle 42 will be ruptured, and the gelling agent in the bag 41 will fill the space between the inner wall 1 and the substrate 3.

[0059] Reference Figure 5 The pulling part 6 includes a pulling rod 61, a pulling rope 62, and a pulling spring 63. Pulling holes 34 are provided at the top and bottom of the base plate 3 near the inner wall 1. One end of the pulling rod 61 is inserted into the pulling hole 34, and the other end abuts against the inner wall 1. One end of the pulling spring 63 is fixed to the bottom of the pulling hole 34, and the other end is fixed to the end of the pulling rod 61 located in the pulling hole 34. One end of the pulling rope 62 is fixed to the end of the pulling rod 61 located in the pulling hole 34, and the other end passes through the bottom of the pulling hole 34 and the bottom of the receiving groove 33, extending into the receiving groove 33 and fixed to the side of the compression plate 51 away from the pouch 41. In this embodiment, the elastic force of the pulling spring 63 is greater than the elastic force of the compression spring 52.

[0060] When the base plate 3 is not connected to the inner wall 1, the pull rod 61 automatically extends out of the pull hole 34 by the elastic force of the pull spring 63. At this time, since the elastic force of the pull spring 63 is greater than the elastic force of the compression spring 52, the compression plate 51 will be pulled towards the bottom of the receiving groove 33 by the pull rope 62. At this time, the compression spring 52 is in a compressed state so that the compression plate 51 does not compress the bag 41.

[0061] When connecting the substrate 3 to the inner wall 1, the substrate 3 and the inner wall 1 are attached together. During the attachment process, the pull rod 61 contacts the inner wall 1 and the pull rod 61 is fully compressed into the pull hole 34. At this time, the pull rope 62 will release the extrusion plate 51. After the attachment is completed, the bag 41 contacts the inner wall 1, and at this time the pull rope 62 no longer pulls the extrusion plate 51. As a result, the extrusion spring 52 pushes the extrusion plate 51 by restoring its deformation. The extrusion plate 51 will extrude the bag 41. At this time, due to excessive pressure, the baffle 42 will be ruptured, and the adhesive in the bag 41 will fill the space between the inner wall 1 and the substrate 3.

[0062] Reference Figure 5 and Figure 6The flow guiding component 7 includes an insertion plate 71, a flow guiding plate 72, a rubber pad 73, and a cover plate 74. The flow guiding plate 72 is fixed to the side of the substrate 3 away from the inner wall 1. The flow guiding plate 72 is set at an angle, with the side of the flow guiding plate 72 closer to the substrate 3 tilted downwards. The insertion plate 71 is integrally formed with the end of the flow guiding plate 72 away from the substrate 3. The end of the insertion plate 71 away from the flow guiding plate 72 is inserted into the first insertion groove 211, and the insertion plate 71 is fixed to the adjacent blue bricks by mortar. There are no brick joints between the insertion plate 71 at the bottom of the substrate 3 and the waterproof layer 23. The rubber pad 73 is fixedly connected to the top and bottom walls of the insertion plate 71 at the port of the first insertion groove 211 and abuts against the adjacent blue bricks. The function of the rubber pad 73 is to improve the sealing between the insertion plate 71 and the adjacent blue bricks so that rainwater is not easily flowed into the partition. In this embodiment, there are two water-containing cavities 31, and each of the two water-containing cavities 31 corresponds to a flow guiding component 7.

[0063] Reference Figure 6 The cover plate 74 is fixed to the top and bottom walls of the insertion plate 71 near the guide plate 72, and the cover plate 74 is pressed against the nearby blue brick. The cross-section of the cover plate 74 is "L" shaped, and a space is formed after the cover plate 74 and the nearby blue brick are pressed together. Construction workers can fill the space between the cover plate 74 and the nearby blue brick with mortar to further improve the stability of the connection between the insertion plate 71 and the blue brick. The guide plate 72 and the insertion plate 71 can support the outer wall 2 to enhance its stability. When the outer wall 2 encounters an earthquake or strong wind, the base plate 3 is tightly connected to the outer wall 2 through the guide plate 72 and the insertion plate 71 to achieve the effect of supporting the outer wall 2.

[0064] Reference Figure 5 A collection groove 722 is provided at the center of the top wall of the guide plate 72, and the collection groove 722 is semi-arc-shaped. Several guide grooves 721 are provided on the top wall of the guide plate 72, and the end of the guide groove 721 near the substrate 3 is connected to the collection groove 722. A guide hole 32 is provided on the side of the substrate 3 near the guide plate 72, and the guide hole 32 is connected to both the collection groove 722 and the water-containing cavity 31. The end of the guide hole 32 near the collection groove 722 is flush with the end of the collection groove 722 away from the guide groove 721, so that the rainwater in the collection groove 722 can flow from the guide hole 32 into the water-containing cavity 31.

[0065] When cracks appear at the joints between adjacent blue bricks due to age, rainwater can easily seep through the outer wall 2. The rainwater drips onto the guide plate 72 and may then flow into the guide channel 721 and along it into the collection channel 722. From there, it flows through the guide hole 32 into the water-receiving chamber 31 for storage. This prevents rainwater from easily seeping into the gap between the outer wall 2 and the inner wall 1 and causing erosion. The rainwater in the water-receiving chamber 31, due to its high specific heat capacity, can regulate temperature. If the ambient temperature decreases, the temperature of the outer wall 2 decreases. Because of its high specific heat capacity, the rainwater cools slowly, preventing a rapid drop in the temperature of the inner wall 1 and thus preventing a rapid drop in the indoor temperature. Conversely, if the ambient temperature increases, the temperature of the outer wall 2 increases. Again, because of its high specific heat capacity, the rainwater cools slowly, preventing a rapid rise in the temperature of the inner wall 1 and thus preventing a rapid rise in the indoor temperature.

[0066] Reference Figure 7 The water-receiving cavity 31 is equipped with a discharge assembly, which includes a drive unit 8 and a discharge unit 9. The discharge unit 9 is connected to the inner top wall of the water-receiving cavity 31, and the drive unit 8 is located between the discharge unit 9 and the inner wall of the water-receiving cavity 31. If the cracks are not repaired in time and over time, rainwater will accumulate in the water-receiving cavity 31. When the rainwater level in the water-receiving cavity 31 reaches the bottom of the guide hole 32, the drive unit 8 will pull the discharge unit 9, at which point the discharge unit 9 will discharge the rainwater from the water-receiving cavity 31. Thus, the water-receiving cavity 31 can continuously store rainwater. However, not all rainwater will be discharged. Once the rainwater level is lower than the bottom of the guide hole 32, it will not be discharged. This method can maximize the storage capacity of the rainwater in the water-receiving cavity 31, thereby improving the temperature regulation effect of the rainwater.

[0067] Reference Figure 8 The drive unit 8 includes a net cover 81, a float 82, and a pull rope 83. The net cover 81 is fixed to the center of the bottom wall of the water-receiving cavity 31 and communicates with the water-receiving cavity 31. The float 82 is inserted into the net cover 81 and slidably connected to the inner wall of the net cover 81, and can float vertically on the net cover 81. One end of the pull rope 83 is fixed to the bottom wall of the float 82, and the other end is connected to the discharge unit 9. Rainwater in the water-receiving cavity 31 will continuously accumulate until the liquid level in the water-receiving cavity 31 is level with the bottom of the guide hole 32. As the liquid level of the rainwater increases, the float 82 will also float the net cover 81 vertically upward. During the floating process, the float 82 pulls the pull rope 83. After the float 82 floats to the top of the net cover 81, the pull rope will finish pulling the discharge unit 9, at which point the discharge unit 9 will discharge the rainwater from the water-receiving cavity 31.

[0068] Reference Figure 8The discharge section 9 includes a cover plate 91 and a connecting pipe 92. A placement groove 35 is provided at the center of the top wall of the water-containing cavity 31, and the diameter of the placement groove 35 is the same as the inner diameter of the mesh cover 81. The cover plate 91 is fitted into the placement groove 35. The end of the pull rope 83 away from the float 82 is fixed to the top wall of the cover plate 91. In this embodiment, the buoyancy of the float 82 is greater than the weight of the cover plate 91, but the buoyancy of the cover plate 91 itself is less than its own weight. One end of the connecting pipe 92 is connected to the placement groove 35, and the other end is connected to the inner top of the adjacent water-containing cavity 31. Since there is no adjacent water-containing cavity 31 connected to the connecting pipe 92 located on the bottom of the base plate 3, the connecting pipe 92 is inserted into the soil and connected to the sewage pipe so as to discharge rainwater into the sewage pipe, thereby avoiding damage to the soil.

[0069] After the float plate 82 floats to the top of the net cover 81, the pull rope will pull the cover plate 91 to separate from the placement groove 35. At this time, the rainwater in the water-containing cavity 31 flows continuously downward in the vertical direction through the connecting pipe 92 until it flows into the water-containing cavity 31 near the bottom of the base plate 3, and then is discharged to the sewage pipe through the connecting pipe 92 on the water-containing cavity 31.

[0070] Reference Figure 6 The top wall of the second insertion slot 221 has an anti-detachment hole 2211. An anti-detachment column 241 is fixedly installed at one end of the connecting steel bar 24 located within the second insertion slot 221. The anti-detachment column 241 is a steel column inserted into the anti-detachment hole 2211. The function of the anti-detachment column 241 is to limit the connection of the connecting steel bar 24 when it is subjected to horizontal tension, thus preventing the connecting steel bar 24 from detaching from the brick joint of the blue machine brick, thereby improving the stability of the connection between the connecting steel bar 24 and the blue machine brick. An anti-slip component 10 is provided between the anti-detachment column 241 and the inner wall of the anti-detachment hole 2211. The anti-slip component 10 increases the friction between the anti-detachment column 241 and the inner wall of the anti-detachment hole 2211, making it more difficult for the anti-detachment column 241 to slip out of the anti-detachment hole 2211.

[0071] Reference Figure 6 The anti-slip component 10 includes a fixing block 101 and a fixing sleeve 102. The fixing block 101 is fixedly connected to the side wall of the anti-detachment post 241 and is provided in several ways. The fixing block 101 is hemispherical. The fixing sleeve 102 is provided on the fixing block 101 and is made of rubber. The fixing sleeve 102 can increase the friction between the anti-detachment post 241 and the inner wall of the anti-detachment hole 2211, so that the anti-detachment post 241 is less likely to slip out of the anti-detachment hole 2211.

[0072] In this embodiment, only one side of the inner wall 1 of the outer wall 2 is shown. In actual construction, after the four sides are built, the base plate 3, the guide plate 72 and the insertion plate 71 can be connected.

[0073] The implementation principle of the blue machine brick thread joint wall construction method in this application embodiment is as follows: After cracks occur at the brick joints between adjacent blue machine bricks due to the increase of years, rainwater can easily seep through the outer wall 2. At this time, the rainwater will drip onto the guide plate 72, and then the rainwater may flow into the guide channel 721 and flow along the guide channel 721 into the collection channel 722. Then, through the guide hole 32, the rainwater in the collection channel 722 will flow into the water-containing cavity 31 for storage, thereby making it difficult for rainwater to flow into the partition between the outer wall 2 and the inner wall 1 and cause erosion to the outer wall 2 and the inner wall 1.

[0074] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A method for constructing a blue brick threaded joint wall, characterized in that: Includes the following steps: S1. Construct the inner wall (1) with concrete, and when constructing the inner wall (1), embed one end of the connecting steel bar (24) into the inner wall (1). S2. Fix the substrate (3) with the water-containing cavity (31) to the inner wall (1) through the connecting component; after completion, level the base according to the building elevation, and then use the ink line to shoot out the base line of the outer wall (2). The gap left between the ink line and the inner wall (1) is used as a partition. The partition is used to make way for the flow guiding component (7) on the substrate (3). S3. Select blue machine bricks with regular edges and flat six sides as the material for the exterior wall (2), and cut some of the blue machine bricks to form a first shaped brick (21) and a second shaped brick (22). A first insertion groove (211) is cut on the first shaped brick (21); a second insertion groove (221) is cut on the second shaped brick (22). S4. Based on the brick joints and the arrangement of the bricks, test the blue machine bricks to determine the bricklaying method, so that the brick joints are reasonable and the appearance is beautiful; pull a taut horizontal line at both ends of the outer wall (2) to facilitate leveling and straightening when building the outer wall (2). According to the base line and the horizontal line, build the blue machine bricks from top to bottom. When building to the position where the flow guide component (7) is set, select the first shaped brick (21) and insert the end of the flow guide component (7) away from the base plate (3) into the first insertion groove (211) and fill it with mortar and smooth it; when building to the position where the connecting steel bar (24) is set, select the second shaped brick (22) and insert the end of the connecting steel bar (24) away from the inner wall (1) into the second insertion groove (221) and fill it with mortar and smooth it. S5. After the outer wall (2) is completed, apply another layer of waterproof layer (23) to the bottom of the outer wall (2) near the inner wall (1) to improve the waterproof effect of the bottom of the outer wall (2), so that rainwater outside the outer wall (2) is not easy to enter the partition from the bottom of the outer wall (2). S6. After the waterproof layer (23) is applied, smooth the protruding parts at the joints between the blue bricks and fill the missing parts; finally, clean and rinse the entire surface of the exterior wall (2) with clean water.

2. The construction method for a blue brick threaded joint wall according to claim 1, characterized in that: The connecting assembly includes a connecting part (4), a pulling part (6), and a squeezing part (5). The connecting part (4) includes a bag (41) and a baffle (42). A receiving groove (33) is provided on the substrate (3). The squeezing part (5) is located between the bag (41) and the substrate (3). The bag (41) is located in the receiving groove (33) and is in contact with the inner wall (1). A through hole (411) is provided through the bag (41). The baffle (42) is fixed to the inner wall of the through hole (411). The pulling part (6) is located between the squeezing part (5) and the substrate (3).

3. The construction method for a blue brick threaded joint wall according to claim 2, characterized in that: The extrusion part (5) includes an extrusion plate (51) and an extrusion spring (52). The extrusion plate (51) is slidably connected to the inner wall of the receiving groove (33) and the extrusion plate (51) is fixed to the bag (41). The extrusion spring (52) is connected between the extrusion plate (51) and the bottom of the receiving groove (33). The pulling part (6) is located between the extrusion plate (51) and the base plate (3).

4. The construction method for a blue brick threaded joint wall according to claim 3, characterized in that: The pulling part (6) includes a pulling rod (61), a pulling rope (62), and a pulling spring (63). A pulling hole (34) is provided on the base plate (3). The pulling rod (61) is inserted into the pulling hole (34) and abuts against the inner wall (1). The pulling spring (63) is connected between the pulling rod (61) and the bottom of the pulling hole (34). One end of the pulling rope (62) is fixed to the pulling rod (61), and the other end passes through the receiving groove (33) and is fixed to the extrusion plate (51).

5. The construction method for a blue brick threaded joint wall according to claim 1, characterized in that: The flow guiding assembly (7) includes an insertion plate (71), a flow guiding plate (72), a rubber pad (73), and a cover plate (74). One end of the flow guiding plate (72) is fixed to the base plate (3), and the other end is fixed to the insertion plate (71). The insertion plate (71) is inserted into the first insertion slot (211). The rubber pad (73) is fixed to the insertion plate (71) and abuts against the blue brick. The cover plate (74) is fixed to the insertion plate (71) and abuts against the blue brick. The flow guiding plate (72) has a flow guiding groove (721) and a collection groove (722), and the flow guiding groove (721) and the collection groove (722) are connected. The base plate (3) has a flow guiding hole (32), and the flow guiding hole (32) is connected to the collection groove (722) and the water-containing cavity (31).

6. The construction method for a blue brick threaded joint wall according to claim 5, characterized in that: The water-containing cavity (31) is provided with a discharge assembly, which includes a drive part (8) and a discharge part (9). The discharge part (9) is connected to the inner wall of the water-containing cavity (31), and the drive part (8) is located between the discharge part (9) and the inner wall of the water-containing cavity (31).

7. The construction method for a blue brick threaded joint wall according to claim 6, characterized in that: The drive unit (8) includes a net cover (81), a float plate (82), and a pull rope (83). The net cover (81) is fixed to the inner wall of the water-containing cavity (31). The float plate (82) is inserted into the net cover (81) and slidably connected to the inner wall of the net cover (81). One end of the pull rope (83) is fixed to the float plate (82), and the other end is connected to the discharge unit (9).

8. The construction method for a blue brick threaded joint wall according to claim 7, characterized in that: The discharge section (9) includes a cover plate (91) and a connecting pipe (92). The inner wall of the water-containing cavity (31) is provided with a placement groove (35). One end of the connecting pipe (92) is connected to the placement groove (35) and the other end is connected to the adjacent water-containing cavity (31). The cover plate (91) is inserted into the placement groove (35) and covers the port of the connecting pipe (92). The end of the connecting pipe (92) on the water-containing cavity (31) at the bottom of the base plate (3) is inserted into the soil layer away from its corresponding water-containing cavity (31).

9. The construction method for a blue brick threaded joint wall according to claim 1, characterized in that: The top wall of the second insertion slot (221) is provided with an anti-detachment hole (2211). An anti-detachment column (241) is fixedly installed on the connecting steel bar (24). The anti-detachment column (241) is inserted into the anti-detachment hole (2211). An anti-slip component (10) is provided between the anti-detachment column (241) and the inner wall of the anti-detachment hole (2211).

10. A method for constructing a blue brick threaded joint wall according to claim 9, characterized in that: The anti-slip component (10) includes a fixing block (101) and a fixing sleeve (102). The fixing block (101) is fixed to the anti-detachment column (241), and the fixing sleeve (102) is sleeved on the fixing block (101) and abuts against the inner wall of the anti-detachment hole (2211).

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