Wall module, construction method of wall module, wall and construction method of wall

Abstract

The invention provides a wall module, a construction method of the wall module, a wall and a construction method of the wall. The wall module comprises an initial wall module and a second wall module, wherein the initial wall module comprises a first through groove and a second through groove which penetrate through the initial wall module; the first through grooves intersect with the second through grooves, the initial wall module comprises multiple layers of hollow bricks which are piled up, and each layer comprises multiple hollow bricks which are spliced in sequence; the first ribs penetrate through the second through grooves and are supported or in contact with the bottoms of the transverse ribs of the hollow bricks on the corresponding layer; the two first anchoring parts are respectively anchored with the two ends of each first rib; the second rib penetrates through the second through groove in the bottommost part and is directly or indirectly connected with the first anchoring part; the bottom section of the third rib is configured to support or contact with the second rib, and the two side sections of the third rib penetrate through the first through groove; according to the wall module provided by the embodiment of the invention, the stacking of the wall module can be realized without erecting a scaffold, so that the manpower is saved, the construction cost is reduced, and the construction efficiency is improved.

Description

Technical Field

[0001] This application relates to the field of building technology, and more specifically, to a wall module and its construction method, and a wall and its construction method. Background Technology

[0002] The existing method of building walls typically involves erecting scaffolding on the construction site, and then workers laying bricks layer by layer on the ground using mortar to form the wall structure. This method has a long construction period, is greatly affected by the weather, and requires a large amount of manpower, resulting in high costs. Summary of the Invention

[0003] This application addresses the shortcomings of existing methods by proposing a wall module and its construction method, as well as a wall and its construction method, to solve the technical problems of high costs caused by the need to erect scaffolding during construction and workers stacking bricks layer by layer on the ground, which requires a large manpower investment.

[0004] In a first aspect, embodiments of this application provide a wall module, comprising:

[0005] The initial wall module includes a first through groove and a second through groove that penetrate the initial wall module, and the first through groove and the second through groove intersect each other; the initial wall module includes multiple layers of stacked hollow bricks; each layer includes multiple hollow bricks that are spliced ​​together sequentially; The first anchor has two parts, which are disposed on both sides of the initial wall module in the horizontal extension direction and are configured to clamp the initial wall module. The second rib and multiple first ribs, the first ribs passing through the second through groove, supporting or contacting the bottom of the horizontal ribs of each hollow brick in the corresponding layer, and anchored at both ends to two first anchors respectively, are used to apply prestress to the initial wall module; the second ribs passing through the bottommost second through groove, supporting or contacting the bottom of the horizontal ribs of each hollow brick in the bottommost layer, are fixed to the first anchors directly or indirectly, and are used to apply prestress to the initial wall module. The third rib includes a bottom section and side sections disposed at both ends of the bottom section; the bottom section is configured to support or contact the second rib, and the side sections pass through the first through groove; The second anchor is located at the top of the initial wall module and anchored to the side section of the third rib. It is used to apply prestress to the initial wall module and is configured such that the wall module is vertically arranged, and the first through groove penetrates the wall module vertically.

[0006] Optionally, the hollow brick comprises: The first through groove penetrates the hollow brick; The initial first through groove includes at least two, which are respectively arranged in the circumference of the first through groove, and the initial first through grooves of two adjacent hollow bricks are spliced ​​together to form the first through groove; The second through groove is provided on the lower surface of the hollow brick.

[0007] Optionally, the second through groove is disposed on the lower surface of the hollow brick, or the second through groove is disposed on both the upper and lower surfaces of the hollow brick.

[0008] Optionally, the hollow brick further includes a first slot; the first slot is disposed on the lower surface of the hollow brick and intersects with the first through groove; the first slot is located within the second through groove.

[0009] Optionally, the first card slot has at least two slots; At least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the bottom of the initial wall module, and at least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the top of the initial wall module.

[0010] Optionally, the two side segments of the third rib are respectively disposed in different first through grooves, and both abut against the side wall of the first through groove.

[0011] Optionally, two third ribs are provided in each of the first through slots, and two first ribs are provided in each of the second through slots.

[0012] Optionally, the end of the third rib is provided with an external thread, and the third rib is detachably connected to the lifting ring, which is configured to be used for hoisting the wall module.

[0013] Optionally, the first anchor includes a first hole that corresponds one-to-one with the position of the second through groove; the first ribs located in the second through groove are all detachably connected to the first anchor.

[0014] Optionally, the second anchor includes a second hole; two side segments of the same third rib are detachably connected to the same second anchor.

[0015] Optionally, the wall module further includes a third anchor; the third anchor includes a first connecting portion and a second connecting portion connected together, the first connecting portion and the second connecting portion intersecting, the first connecting portion being detachably connected to the first anchor, and the second connecting portion being detachably connected to the third rib or the second anchor.

[0016] Optionally, the wall module further includes a connector; the connector includes: The main body includes a first part, a second part, and a third part that are connected sequentially along the height direction of the initial wall module; a step is provided between the first part and the second part; and two third through slots are symmetrically provided on the third part. A gripper assembly having at least one set, wherein the set of gripper assemblies includes at least two gripper portions; the at least two gripper portions of the set of gripper assemblies are arranged at intervals along the extension direction of the main body portion and are all connected to the second portion.

[0017] Optionally, the wall module further includes a fourth rib; the top of the wall module is provided with the connector, at least two of the second ribs on the top of the wall module are respectively engaged in the corresponding third through grooves, and the fourth rib is engaged in each of the gripper portions of the gripper assembly.

[0018] Optionally, the wall module further includes at least one of the following: Along the height direction of the initial wall module, a first groove is provided on the upper surface of the hollow brick, and a first protrusion is provided on the lower surface of the hollow brick; Along the horizontal extension direction of the initial wall module, the first end of the hollow brick is provided with a second groove, and the second end of the hollow brick is provided with a second protrusion.

[0019] Secondly, embodiments of this application provide a wall, including at least two wall modules as described in any of the first aspects above; In any two adjacent wall modules, the top of the lower wall module is provided with a connector, and the fourth rib is engaged in the gripper assembly of the connector; at least two second ribs at the top of the lower wall module are respectively engaged in the third through groove of the connector, and a portion of the fourth ribs are located in the first through groove of the lower wall module. At least two of the second reinforcing bars at the bottom of the upper wall module are engaged within the step of the connector, while another portion of the fourth reinforcing bar is located within the first through groove of the upper wall module. Optionally, the connector and a portion of the fourth rib are pre-embedded in the foundation, at least two of the second ribs at the bottom of the lower wall module are engaged in the step, and another portion of the fourth rib is located in the first through groove of the lower wall module.

[0020] Optionally, the wall also includes a floor decking; the floor decking is located on top of the wall module.

[0021] Optionally, the wall further includes structural columns; the structural columns are located at the corners of at least two adjacent wall modules, at least a portion of the first reinforcing bars of each adjacent wall module extends into the structural column, and the first reinforcing bars at corresponding positions of each adjacent wall module are fixedly connected.

[0022] Optionally, concrete is filled into the first and second through slots of the wall module and the structural column, while covering the floor deck; after multiple wall modules are assembled with the structural column and the floor deck, concrete is poured into the wall modules, the structural column and the floor deck simultaneously.

[0023] Optionally, the structural column comprises multiple layers of stacked hollow bricks; the projection of the hollow bricks in the horizontal plane is L-shaped. The structural column is located at the corner of two adjacent wall modules; the structural column is connected to both adjacent wall modules.

[0024] Optionally, the structural column comprises multiple layers of stacked hollow bricks; the projection of the hollow bricks in the horizontal plane is T-shaped. The structural column is located at the corner of the three adjacent wall modules; the structural column is connected to all three adjacent wall modules.

[0025] Thirdly, embodiments of this application provide a construction method for a wall module, used for any of the wall modules described in the first aspect above, comprising: Multiple hollow bricks are horizontally stacked in multiple layers on a horizontal assembly platform in the factory to form an initial wall module; the initial wall module includes a first through groove and a second through groove; the first through groove and the second through groove intersect and both penetrate the initial wall module; Multiple first ribs are passed through at least a portion of the second through slots and contact the bottom of the horizontal ribs of each hollow brick in the corresponding layer; second ribs are passed through the second through slot at the bottommost layer and contact the bottom of the horizontal ribs of each hollow brick at the bottommost layer. The two ends of the first rib are respectively anchored to two first anchors, and multiple first ribs are supported at the bottom of the horizontal ribs of each hollow brick in the corresponding layer; the first anchors are set on both sides of the horizontal extension direction of the initial wall module; the two ends of the second rib are fixed to the first anchors directly or indirectly, and the second rib is supported at the bottom of the horizontal ribs of each hollow brick in the bottom layer. The bottom sections of multiple third ribs are brought into contact with the second rib, and the side sections of the multiple third ribs are passed through the first through groove; the side sections are disposed at both ends of the bottom section; The third rib is anchored to the second anchor, and the bottom section of the multiple third ribs supports the second rib; The initial horizontal wall module is erected to obtain a wall module, which is perpendicular to the horizontal assembly platform.

[0026] Optionally, the step of passing the second rib through the second through groove at the bottommost point and contacting the bottom of the transverse ribs of each of the hollow bricks at the bottommost point includes: At least two of the second reinforcing bars are respectively engaged in at least two first slots at the bottom of the initial wall module; the first slots are located on the lower surface of the hollow brick, intersect with the first through groove, and are located in the second through groove; At least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the top of the initial wall module.

[0027] Optionally, before anchoring the third reinforcement to the second anchor, with the bottom sections of the multiple third reinforcements supporting the second reinforcement, and before erecting the horizontal initial wall module to obtain the wall module, the method further includes: The connector is inserted into the first through slot from the top of the initial wall module, such that at least two of the second ribs at the top of the initial wall module are correspondingly engaged in the third through slot of the connector; the connector includes a connected main body and at least one set of gripper assemblies; the main body includes a second part and a first part and a third part located at both ends of the second part, and two third through slots are symmetrically provided on the third part; the gripper parts of the set of gripper assemblies are arranged at intervals along the extension direction of the second part; The fourth rib is inserted into each gripper part of the gripper assembly.

[0028] Fourthly, embodiments of this application provide a method for constructing a wall, used for any of the walls described in the second aspect above, comprising: Transport at least two wall modules as described in any of the first aspects above to the construction site; At least one of the wall modules is hoisted above at least one other wall module, and the fourth rib portion of the top of the lower wall module is inserted into the corresponding first through slot of the upper wall module. At least two second ribs at the bottom of the upper wall module are engaged in the step of the connector. The connector is located on the top of the lower wall module, and the fourth rib is engaged in the gripper assembly of the connector. At least two second ribs at the top of the lower wall module are respectively engaged in the third through slot of the connector, and the fourth rib portion is inserted into the first through slot of the lower wall module.

[0029] Optionally, after hoisting at least one of the wall modules above at least one other wall module, inserting the fourth rib portion of the top of the lower wall module into the corresponding first through groove of the upper wall module, and securing at least two second ribs at the bottom of the upper wall module into the step of the connector, the method further includes: Construct a structural column at the corner of two adjacent wall modules, extend at least a portion of the first reinforcing bar of the two adjacent wall modules into the structural column, and fix the first reinforcing bars at corresponding positions of the two adjacent wall modules together. The floor decking is laid on top of the wall modules and the structural columns.

[0030] Optionally, after transporting at least two wall modules as described in any of the first aspects above to the construction site, and after hoisting at least one of the wall modules above at least another wall module, inserting the fourth rib portion of the top of the lower wall module into the corresponding first through groove of the upper wall module, and before engaging at least two second ribs at the bottom of the upper wall module into the step of the connector, the method further includes: Pre-embed connectors and a portion of the fourth reinforcing bar within the foundation; The wall module with the connector at the top is hoisted onto the foundation, another part of the fourth rib is inserted into the first through groove of the wall module, and at least two second ribs at the bottom of the wall module are engaged in the step of the connector.

[0031] Optionally, after laying the floor decking on top of the wall module and the structural column, the method further includes: Concrete is poured onto the floor deck; the concrete fills the first and second through grooves of the wall module and the structural column, while covering the floor deck.

[0032] The beneficial technical effects of the technical solutions provided in this application include: In the wall module provided in this embodiment, the intersecting first and second through slots both penetrate the initial wall module. The initial wall module includes multiple layers of stacked hollow bricks, each layer including multiple hollow bricks spliced ​​sequentially. The initial wall module is horizontally assembled on a horizontal assembly platform in the factory. Multiple first reinforcing bars pass through different second through slots and contact or support the bottom of the horizontal ribs of each hollow brick in the corresponding layer. Two first anchors are fixed to both sides of the horizontal extension direction of the initial wall module and anchored to both ends of each first reinforcing bar. The second reinforcing bar passes through the second through slot at the bottom of the initial wall module, and both ends of the second reinforcing bar are directly or indirectly anchored to the two first anchors. The bottom sections of multiple third reinforcing bars support or contact the second reinforcing bars, the side sections pass through the first through groove, and the second anchor is anchored to the end of the side section of the third reinforcing bar, thus raising the horizontal initial wall module to a vertical state to form a wall module, making it easy to transport and assemble on site. Therefore, the wall module provided in this application embodiment can be stacked without the need for scaffolding, thereby saving manpower, reducing construction costs, and improving construction efficiency. Moreover, the standardized modular design enables the factory prefabrication of the wall module, which can improve production efficiency and quality control, reduce the proportion of on-site wet work, reduce construction dust and construction waste, and meet the requirements of green construction.

[0033] Furthermore, the first, second, and third reinforcing bars, along with the first and second anchors, jointly apply prestress to the initial wall module, enhancing its integrity and structural stability. This prevents the wall module from disintegrating or deforming during transportation and erection, ensuring construction safety and assembly accuracy. Simultaneously, the prestress ensures tight bonding of the hollow bricks, effectively improving the compressive and shear strength of the wall module and meeting the requirements of high-strength building structures. Moreover, during on-site assembly, the prestress of the wall module can be precisely controlled by adjusting the preload of the first and second anchors, further enhancing assembly flexibility and structural reliability.

[0034] Additional aspects and advantages of this application will be set forth in part in the description which follows, and will become apparent from the description or may be learned by practice of this application. Attached Figure Description

[0035] The above and / or additional aspects and advantages of this application will become apparent and readily understood from the following description of the embodiments taken in conjunction with the accompanying drawings, wherein: Figure 1 This is a side view structural diagram of a wall provided in an embodiment of this application; Figure 2 This application provides a partial structural diagram of the connection between two wall modules in a wall structure, as shown in the embodiments of this application. Figure 3 A schematic diagram of a first structure for removing hollow bricks from two wall modules in a wall, provided as an embodiment of this application; Figure 4 A schematic diagram of a second structure for removing hollow bricks from two wall modules in a wall, provided as an embodiment of this application; Figure 5 This application provides a structural schematic diagram of a wall module and structural column in a wall structure, as shown in the embodiments of this application. Figure 6 This is a schematic diagram of a first top view of a wall module and structural column in a wall structure, provided in an embodiment of this application. Figure 7 This is a schematic diagram of a second top view of a wall module and structural column in a wall structure, provided in an embodiment of this application. Figure 8 This is a schematic diagram of a third top view of a wall module and structural column in a wall structure, provided in an embodiment of this application. Figure 9 This application provides a schematic diagram of the structure of a first type of wall module located at the top of a wall structure, as shown in an embodiment of the present application. Figure 10 This application provides a schematic diagram of the structure of a second type of wall module located at the top of a wall structure, as shown in an embodiment of the present application. Figure 11This is a front view structural diagram of a second type of wall module located at the top of a wall, provided in an embodiment of this application; Figure 12 This is a top view of a second type of wall module located at the top of a wall, as provided in an embodiment of this application. Figure 13 This is a side view of a second type of wall module located at the top of a wall, as provided in an embodiment of this application. Figure 14 This is a side sectional view of a second type of wall module located at the top of a wall, as provided in an embodiment of this application. Figure 15 A schematic diagram of the structure of a first type of wall module located at the bottom of a wall, provided in an embodiment of this application, at one angle; Figure 16 A partially enlarged structural diagram of a first type of wall module located at the bottom of a wall, provided in an embodiment of this application; Figure 17 A top view of a first type of wall module located at the bottom of a wall, as provided in an embodiment of this application; Figure 18 This is a side view of a first type of wall module located at the bottom of a wall, as provided in an embodiment of this application. Figure 19 This is a side cross-sectional view of a first type of wall module located at the bottom in a wall structure, as provided in an embodiment of this application. Figure 20 A bottom view of a first type of wall module located at the bottom in a wall structure, provided in an embodiment of this application; Figure 21 A structural schematic diagram of a first type of wall module located at the bottom in a wall structure, provided in an embodiment of this application, from another angle; Figure 22 A front view structural schematic diagram of a first type of wall module located at the bottom of a wall, as provided in an embodiment of this application, including a lifting ring; Figure 23 This application provides a schematic diagram of the structure of a second type of wall module located at the bottom of a wall structure, as shown in an embodiment of the present application. Figure 24 This is a front view structural diagram of a second type of wall module located at the bottom of a wall, provided in an embodiment of this application; Figure 25 A top view of a second type of wall module located at the bottom in a wall, as provided in an embodiment of this application; Figure 26 This is a side view of a second type of wall module located at the bottom in a wall, as provided in an embodiment of this application. Figure 27 This is a side cross-sectional view of a second type of wall module located at the bottom in a wall structure, as provided in an embodiment of this application. Figure 28 A top view of the structure of two hollow bricks joined together in a wall module, as provided in an embodiment of this application; Figure 29 This is a schematic diagram of the structure of the first type of hollow brick provided in the embodiments of this application; Figure 30 A top view of the first type of hollow brick provided in this application embodiment; Figure 31 A bottom view of the structure of the first type of hollow brick provided in the embodiments of this application; Figure 32 A side view of the first type of hollow brick provided in this application embodiment; Figure 33 A side view of the structure of the second type of hollow brick provided in this application embodiment; Figure 34 A side view of the third type of hollow brick provided in this application embodiment; Figure 35 This is a structural schematic diagram of the fourth type of hollow brick provided in the embodiments of this application; Figure 36 A side view of the fourth type of hollow brick provided in the embodiments of this application; Figure 37 This is a structural schematic diagram of the fifth type of hollow brick provided in the embodiments of this application; Figure 38 A top view of the fifth type of hollow brick is provided for the embodiments of this application; Figure 39 A bottom view of the fifth type of hollow brick is provided for the embodiments of this application; Figure 40 A side view of the fifth type of hollow brick provided in the embodiments of this application; Figure 41 A side view of the sixth type of hollow brick provided in the embodiments of this application; Figure 42 This is a structural schematic diagram of the seventh type of hollow brick provided in the embodiments of this application; Figure 43 A side view of the seventh type of hollow brick provided in this application embodiment; Figure 44 A side view of the eighth type of hollow brick provided in this application embodiment; Figure 45 A top view of the ninth type of hollow brick provided in this application embodiment; Figure 46A top view of the tenth type of hollow brick provided in this application embodiment; Figure 47 A top view of the eleventh type of hollow brick provided in this application embodiment; Figure 48 A top view of the twelfth type of hollow brick provided in the embodiments of this application; Figure 49 This is a structural schematic diagram of the thirteenth hollow brick provided in the embodiments of this application; Figure 50 A top view of the thirteenth hollow brick provided in this application embodiment; Figure 51 A side view of the thirteenth hollow brick provided in this application embodiment; Figure 52 This is a structural schematic diagram of the fourteenth hollow brick provided in the embodiments of this application; Figure 53 This is a structural schematic diagram of the fifteenth type of hollow brick provided in the embodiments of this application; Figure 54 A top view of the fifteenth type of hollow brick provided in this application embodiment; Figure 55 This is a structural schematic diagram of the sixteenth type of hollow brick provided in the embodiments of this application; Figure 56 This is a structural schematic diagram of the seventeenth type of hollow brick provided in the embodiments of this application; Figure 57 This is a schematic diagram of the main structure of the seventeenth type of hollow brick provided in the embodiments of this application; Figure 58 A side view of the seventeenth type of hollow brick provided in the embodiments of this application; Figure 59 A top view of the seventeenth type of hollow brick provided in this application embodiment; Figure 60 This is a structural schematic diagram of the eighteenth type of hollow brick provided in the embodiments of this application; Figure 61 A top view of the eighteenth type of hollow brick provided in the embodiments of this application; Figure 62 A top view of the nineteenth type of hollow brick provided in this application embodiment; Figure 63 This is a schematic diagram of the structure of the connector provided in the embodiments of this application; Figure 64 A schematic diagram of the main structure of the connector provided in the embodiments of this application; Figure 65 A schematic flowchart illustrating a wall module construction method provided in this application embodiment; Figure 66 This is a schematic flowchart of a wall construction method provided in an embodiment of this application.

[0036] Figure label: 1-Wall module; 11-Initial wall module; 111-Hollow brick; 1111-First through groove; 1112-First slot; 1113-Initial first through groove; 1114-Second through groove; 1115-First groove; 1116-First protrusion; 1117-Second protrusion; 1118-Second groove; 1119-Horizontal rib; 11121-Insulation groove; 11122-Insulation board; 12-First reinforcing bar; 13-First anchor; 14-Second reinforcing bar; 15-Third reinforcing bar; 16-Second anchor; 17-Lifting ring; 18-Third anchor; 181-First connecting part; 182-Second connecting part; 19-Connector; 191-Main body; 1911-First part; 1912-Second part; 1913-Third part; 19131-Third through slot; 192-Grip assembly; 1921-Grip part; 121 - Fourth anchor; 122 - Fourth reinforcing bar; 2-Foundation; 3-Floor decking; 4-Structural column. Detailed Implementation

[0037] The embodiments of this application are described below with reference to the accompanying drawings. It should be understood that the embodiments described below with reference to the accompanying drawings are exemplary descriptions for explaining the technical solutions of the embodiments of this application, and do not constitute a limitation on the technical solutions of the embodiments of this application.

[0038] Those skilled in the art will understand that, unless specifically stated otherwise, the terms "described" and "the" as used herein may also include plural forms. It should be further understood that the term "comprising" as used in the specification of this application means the presence of the stated features, integers, steps, operations, elements, and / or components, but does not exclude other features, information, data, steps, operations, elements, components, and / or combinations thereof supported by the art. The term "and / or" as used herein refers to at least one of the items defined by the term; for example, "A and / or B" can be implemented as "A," or as "B," or as "A and B."

[0039] To make the objectives, technical solutions, and advantages of this application clearer, the embodiments of this application will be described in further detail below with reference to the accompanying drawings.

[0040] In existing technologies, the construction of walls includes the following methods: The first method is that the through holes of existing hollow bricks are usually set inside the hollow bricks, not on the edges. The walls built using these hollow bricks are usually constructed by setting up scaffolding on the construction site, and then workers manually lay the bricks layer by layer on the ground with mortar to form the wall structure. Because the mortar in the wall structure is not full, through joints are easily formed between the hollow bricks, resulting in poor wall sealing. Moreover, this construction method requires a large amount of manpower, has high technical requirements for workers, and results in high costs.

[0041] The second method involves stacking hollow bricks layer by layer to a certain height at the construction site, inserting vertical steel bars into the through holes of the hollow bricks, and then pouring concrete. This method requires the erection of scaffolding at the construction site. In addition, the layered pouring of concrete during the wall construction process increases the labor intensity of workers and results in high costs.

[0042] The third method involves fixing the vertical reinforcing bars in the factory along the vertical direction, erecting scaffolding to insert the corresponding through holes of the hollow bricks into the vertical reinforcing bars, then pouring concrete to obtain a precast wall, and finally transporting the precast wall to the construction site. The unbalanced shape of the through-holes in existing hollow bricks makes it difficult for the hollow bricks in precast walls to withstand the lateral pressure during concrete pouring. This leads to frequent formwork bulging during concrete pouring, preventing monolithic pouring and necessitating layered pouring of the precast wall, resulting in prolonged construction time. Furthermore, the long length of the vertical reinforcing bars within the precast walls requires each hollow brick to be inserted through the top of the bars and lowered, increasing the labor intensity for workers and making it difficult to position the vertical reinforcing bars within the through-holes of the hollow bricks. Additionally, the excessive height of the precast walls hinders transportation, limiting their height and causing issues such as disconnected vertical reinforcing bars between adjacent precast walls or between the precast walls and the foundation's vertical reinforcing bars, resulting in weak overall wall integrity. Moreover, the significant weight of the poured precast walls increases the difficulty of transportation and hoisting, leading to higher costs.

[0043] The technical solution of this application and how it solves the above-mentioned technical problems will be described in detail below with specific embodiments. It should be noted that the following embodiments can be referenced, learned from or combined with each other, and the same terms, similar features and similar implementation steps in different embodiments will not be described again.

[0044] This application provides a wall module 1, such as... Figure 9-64 As shown, the wall module 1 includes: an initial wall module 11, multiple first reinforcing bars 12, a first anchor 13, a second reinforcing bar 14, a third reinforcing bar 15, and a second anchor 16.

[0045] The initial wall module 11 includes a first through groove 1111 and a second through groove 1114 that penetrate the initial wall module 11, and the first through groove 1111 and the second through groove 1114 intersect each other; the initial wall module 11 includes multiple layers of stacked hollow bricks 111; each layer includes multiple hollow bricks 111 that are spliced ​​together in sequence.

[0046] Two first anchors 13 are provided on both sides of the initial wall module 11 in the horizontal extension direction and are configured to clamp the initial wall module 11.

[0047] The second rib 14 and multiple first ribs 12, the first ribs 12 pass through the second through groove 1114, support or contact the bottom of the horizontal ribs 1119 of each hollow brick 111 in the corresponding layer, and are anchored at both ends to two first anchors 13 respectively, for applying prestress to the initial wall module 11; the second rib 14 passes through the bottommost second through groove 1114, and is fixed to the first anchors 13 directly or indirectly, for applying prestress to the initial wall module 11.

[0048] The third rib 15 includes a bottom section and side sections disposed at both ends of the bottom section; the bottom section is configured to support or contact the second rib 14, and the side sections pass through the first through groove 1111.

[0049] The second anchor 16 is set at the top of the initial wall module 11 and anchored to the side section of the third rib 15. It is used to apply prestress to the initial wall module 11 and is configured such that the wall module 1 is set vertically, and the first through groove 1111 vertically penetrates the wall module 1.

[0050] In the wall module 1 provided in this embodiment, the intersecting first through groove 1111 and second through groove 1114 both penetrate the initial wall module 11. The initial wall module 11 includes multiple layers of stacked hollow bricks 111, each layer including multiple hollow bricks 111 spliced ​​sequentially. The initial wall module 11 is horizontally assembled on a horizontal assembly platform in the factory. Multiple first ribs 12 pass through different second through grooves 1114 and contact or support the bottom of the transverse ribs 1119 of each hollow brick 111 in the corresponding layer. Two first anchors 13 are fixed to both sides of the horizontal extension direction of the initial wall module 11 and anchored to both ends of each first rib 12. The second rib 14 passes through the second through groove 1114 at the bottom of the initial wall module 11. The wall module 11 is anchored directly or indirectly to two first anchors 13; the bottom section of multiple third reinforcing bars 15 supports or contacts the second reinforcing bar 14, the side section passes through the first through groove 1111, the second anchor 16 is anchored to the end of the side section of the third reinforcing bar 15, and the horizontal initial wall module 11 is erected to a vertical state to form the wall module 1, which facilitates transportation and on-site assembly; thus, the wall module 1 provided in this application embodiment can be stacked without the need for scaffolding, thereby saving manpower, reducing construction costs, and improving construction efficiency; moreover, the wall module 1 can be prefabricated in the factory through standardized modular design, which can improve production efficiency and quality control level, reduce the proportion of on-site wet work, reduce construction dust and construction waste, and meet the requirements of green construction.

[0051] Furthermore, the first reinforcing bar 12, the second reinforcing bar 14, the third reinforcing bar 15, the first anchor 13, and the second anchor 16 jointly apply prestress to the initial wall module 11, which enhances the integrity and structural stability of the wall module 1, preventing it from falling apart or deforming during transportation and erection, and ensuring construction safety and assembly accuracy. Simultaneously, the prestress ensures that each hollow brick 111 fits tightly, effectively improving the compressive and shear strength of the wall module 1, meeting the requirements of high-strength building structures. Moreover, during assembly at the construction site, the prestress of the wall module 1 can be precisely controlled by adjusting the preload of the first anchor 13 and the second anchor 16, further enhancing assembly flexibility and structural reliability.

[0052] It should be noted that, in this embodiment, the second reinforcing bar 14 refers to the prestressed tendon passing through the second through groove 1114 at the bottom and top of the initial wall module 11; the first reinforcing bar 12 refers to the prestressed tendon passing through the second through groove 1114 in other layers of the initial wall module 11 except for the top and bottom. In this embodiment, as... Figure 3-4As shown, when the number of first ribs 12 and the number of second ribs 14 in each second through groove 1114 are the same, the second ribs 14 can be anchored to the first anchor 13. When the number of first ribs 12 and the number of second ribs 14 in each second through groove 1114 are not equal, the second ribs 14 can be anchored to the fourth anchor 121, and the fourth anchor 121 can be detachably connected to the first anchor 13 to achieve an indirect connection between the second ribs 14 and the first anchor 13.

[0053] In this embodiment, the diameters of the first reinforcing bar 12, the second reinforcing bar 14, and the third reinforcing bar 15 range from 6 to 18 millimeters. The specific diameter is designed and selected based on the number of floors in the building and the load borne by the wall module to ensure structural safety. Moreover, in the completed building, the first reinforcing bar 12, the second reinforcing bar 14, and the third reinforcing bar 15, as important components of the structural load-bearing system, together with the concrete after pouring, form an integral load-bearing wall, effectively transferring vertical loads and horizontal shear forces, and improving the building's seismic performance.

[0054] Alternatively, in an alternative embodiment of this application, such as Figure 28-62 As shown, the hollow brick 111 includes: a first through groove 1111, an initial first through groove 1113, and a second through groove 1114.

[0055] The first through groove 1111 penetrates the hollow brick 111.

[0056] The initial first through groove 1113 includes at least two, which are respectively set in the circumference of the first through groove 1111, and the initial first through grooves 1113 of two adjacent hollow bricks 111 are spliced ​​together to form the first through groove 1111.

[0057] The second through groove 1114 is provided on the lower surface of the hollow brick 111.

[0058] In this embodiment, the first through groove 1111 vertically penetrates the upper and lower surfaces of the hollow brick 111. At least two initial first through grooves 1113 are arranged circumferentially in the first through groove 1111. Each initial first through groove 1113 is distributed radially along the first through groove 1111. The initial first through grooves 1113 of two adjacent hollow bricks 111 located in the same layer are spliced ​​together to form the first through groove 1111. When multiple layers of hollow bricks 111 are stacked, the adjacent layers of hollow bricks 111 are staggered (that is, the first through groove 1111 of the upper layer of hollow bricks 111 is connected to the first through groove 1111 formed by splicing the two initial first through grooves 1112 of the lower layer of hollow bricks 111), which can avoid the generation of vertical through joints. At the same time, the first through grooves 1111 of multiple layers of hollow bricks 111 are aligned with each other and connected to form a continuous channel penetrating the height direction of the wall module 1, which facilitates the insertion of the third reinforcement 15 and the application of prestress. The second through groove 1114 is provided on the lower surface of the hollow brick 111. The second through grooves 1114 of all hollow bricks 111 in the same layer together form a continuous through groove for accommodating the first rib 12 and the second rib 14, which facilitates the positioning and laying of the first rib 12 and the second rib 14 and enhances the overall connection performance in the horizontal direction. Through the structural design of the second through groove 1114, the position of the first rib 12 and the second rib 14 can be effectively constrained, preventing the reinforcement from shifting during pouring or vibration.

[0059] Optionally, in some embodiments, the initial thickness of the first through groove 1113 gradually increases from the edge to the root (i.e., from the end away from the first through groove 1111 to the end near the first through groove 1111). For example, the ratio of the thickness at the root to the thickness at the edge is greater than 1.2. This can increase the lateral pressure of the hollow brick 111 during concrete pouring, improve the anti-burst capability of the hollow brick 111, effectively prevent formwork deformation or bursting caused by excessive lateral pressure during concrete pouring, and improve the overall structural stability and construction safety. This gradual thickness design makes the stress distribution more uniform, enhances the load-bearing capacity of the hollow brick in critical connection areas, and also takes into account material utilization efficiency and reduces the risk of damage.

[0060] In this embodiment of the application, the number of first through grooves 1111 in the hollow brick 111 includes 1 to 3, and the first through grooves 1111 are connected to the second through grooves 1114.

[0061] Optionally, the dimensions of the hollow brick 111 include: length 20-90cm (cm), width 12-40cm, and height 12-40cm. The hollow rate of the hollow brick 111 is between 30% and 70%. Thus, the hollow brick 111 can be used for the construction needs of walls of different specifications, taking into account both structural strength and lightweight characteristics, and reducing the difficulty of transportation and construction.

[0062] Optionally, in an optional embodiment of this application, such as Figures 31-44 , Figures 51-53 , Figures 55-56and Figures 60-61 As shown in -40, the second through groove 1114 is provided on the lower surface of the hollow brick 111, or the second through groove 1114 is provided on both the upper and lower surfaces of the hollow brick 111.

[0063] In this embodiment, the thickness of the second through groove 1114 gradually increases from the edge to the root. For example, the ratio of the thickness at the root to the thickness at the edge is greater than 1.2. This can increase the lateral pressure of the hollow brick 111 during concrete pouring, improve the anti-bursting ability of the hollow brick 111, effectively prevent formwork deformation or bursting caused by excessive lateral pressure during concrete pouring, and improve the overall structural stability and construction safety. Moreover, the height of the second through groove 1114 is not less than one-eighth of the height of the hollow brick 111. This can avoid the problem of the concrete not flowing horizontally during concrete pouring due to the small height of the second through groove 1114, ensuring that the concrete is fully filled and compacted in the horizontal direction, thereby ensuring the compactness and structural integrity of the wall module 1.

[0064] Optionally, in an optional embodiment of this application, such as Figures 31-44 , Figures 51-53 , Figures 55-56 and Figures 60-61 As shown in -40, the hollow brick 111 also includes a first slot 1112; the first slot 1112 is located on the lower surface of the hollow brick 111 and intersects with the first through slot 1111; the first slot 1112 is located in the second through slot 1114.

[0065] In this embodiment of the application, the first slot 1112 is provided on the lower surface of the hollow brick 111, and the first reinforcing bar 12 and the second reinforcing bar 14 are respectively locked in the first slot 1112 at different positions. The first slot 1112 can restrict the movement of the first reinforcing bar 12 and the second reinforcing bar 14, ensuring that the reinforcing bars maintain a stable position during the pouring process, avoiding displacement caused by vibration or concrete impact, and further improving the overall structure and construction quality.

[0066] In this embodiment, the second rib 14 refers to the prestressed rib passing through the first slot 1112 at the bottom and top of the initial wall module 11; the first rib 12 refers to the prestressed rib passing through the first slot 1112 in other layers of the initial wall module 11 except for the top and bottom.

[0067] Optionally, in an optional embodiment of this application, such as Figures 33-34 , Figure 40 , Figure 44 , Figure 51 and Figures 57-58 As shown, the first card slot 1112 has at least two slots.

[0068] At least two second reinforcing bars 14 are respectively engaged in at least two first slots 1112 at the bottom of the initial wall module 11, and at least two second reinforcing bars 14 are respectively engaged in at least two first slots 1112 at the top of the initial wall module 11.

[0069] In this embodiment, each second reinforcing bar 14 is respectively fitted into a first slot 1112. The first slot 1112 can effectively limit the second reinforcing bar 14, preventing it from shifting or moving during the pouring process, ensuring the precise and stable relative position between the reinforcing bar and the hollow brick, thereby improving the connection strength and construction accuracy of the overall structure. The second reinforcing bar 14 is fitted into the first slot 1112 at the bottom of the initial wall module 11. The bottom second reinforcing bar 14 can limit the formation of the third reinforcing bar 15, causing the two side sections of the third reinforcing bar 15 to abut against the inner wall of the first through slot 1111, thereby achieving the positioning and fixing of the third reinforcing bar 15, ensuring that it remains in its designed position during concrete pouring, and improving the overall stress uniformity and stability of the structure. Simultaneously, this structure effectively enhances the synergistic effect between the hollow brick and the reinforcing bar skeleton, improving the shear and tensile strength of the wall module, further ensuring construction quality and structural safety. The second rib 14 is inserted into the first slot 1112 at the top of the initial wall module 11. The second rib 14 at the top can be connected to the connector 19, which facilitates the splicing of multiple wall modules 1 in the future.

[0070] Optionally, in an optional embodiment of this application, such as Figure 2-4 and Figure 9-27 As shown, the two side sections of the third rib 15 are respectively disposed in different first through grooves 1111, and both abut against the side wall of the first through groove 1111.

[0071] In this embodiment, the two side segments of the third reinforcing bar 15 are respectively disposed in different first through grooves 1111, and the sidewalls of the first through grooves 1111 are closely fitted with the side segments of the third reinforcing bar 15, effectively restricting the lateral displacement of the side segments of the third reinforcing bar 15. This allows the third reinforcing bar 15 and the hollow brick 111 to form a stable spatial force-bearing system, which is less prone to displacement during concrete pouring, ensuring the overall structural consistency of the wall module 1. At the same time, the bottom segment of the third reinforcing bar 15 spans the top surface of the adjacent first through grooves 1111, intersects with the second reinforcing bar 14 and is tied and fixed, forming a stable mesh reinforcement structure, which significantly improves the overall rigidity and deformation resistance of the wall module 1.

[0072] In this embodiment, the third rib 15 includes a U-shaped rib.

[0073] Optionally, in an optional embodiment of this application, such as Figure 4 As shown, each of the first through slots 1111 is provided with two third ribs 15, and each of the second through slots 1114 is provided with two first ribs 12.

[0074] In this embodiment of the application, two first reinforcing bars 12 are provided in each second through groove 1114. The two first reinforcing bars 12 are arranged side by side and are tightly fitted to the inner wall of the second through groove 1114 or the first slot 1112. Two third reinforcing bars 15 are provided in each first through groove 1111. The two third reinforcing bars 15 are arranged side by side along the extension direction of the first through groove 1111 and are tightly fitted to the side wall of the first through groove 1111, thereby forming a double-layer prestressed reinforcement system to adapt to high-rise buildings, such as buildings with more than 8 floors.

[0075] Optionally, in an optional embodiment of this application, such as Figure 3-4 , Figure 9-14 and Figure 22-27 As shown, the end of the third rib 15 is provided with an external thread. The third rib 15 is detachably connected to the lifting ring 17, which is used for hoisting the wall module 1.

[0076] In this embodiment, the end of the third reinforcing bar 15 is detachably connected to the lifting ring 17. This detachable connection is achieved using bolts or nuts. The lifting ring 17 is used to lift the wall module 1, facilitating its installation. After lifting, the lifting ring 17 can be removed from the end of the third reinforcing bar 15 to avoid affecting subsequent concrete pouring and structural connections, while also reducing interference from exposed metal parts on the formwork installation.

[0077] Optionally, in an optional embodiment of this application, such as Figure 2-4 , Figure 13 , Figure 18 , Figure 21 and Figure 26 As shown, the first anchor 13 includes a first hole that corresponds one-to-one with the position of the second through groove 1114; the first ribs 12 located in the second through groove 1114 are all detachably connected to the first anchor 13.

[0078] In this embodiment, the first anchor 13 is provided with a first through hole corresponding to the position of the second through groove 1114, and the end of the first rib 12 is provided with external thread. After the end of the first rib 12 is passed through the first hole at the corresponding position of the first anchor 13, it is locked by a nut, so that each hollow brick 111 of the wall module 1 is squeezed and attached in the horizontal direction to form an integral load-bearing structure, effectively transmitting horizontal loads and improving the shear strength and connection reliability of the wall module 1.

[0079] In some embodiments, the first anchor 13 includes a first hole that corresponds one-to-one with the position of the first slot 1112; the first rib 12 and the second rib 14 located in the first slot 1112 are both detachably connected to the first anchor 13.

[0080] Optionally, in an optional embodiment of this application, such as Figure 3-4 , Figure 9-11 and Figure 14As shown, the second anchor 16 includes a second hole; the two side segments of the same third rib 15 are detachably connected to the same second anchor 16.

[0081] In this embodiment, the second anchor 16 is provided with a second hole, and the two side sections of the same third rib 15 are detachably connected to the same second anchor 16. The end of the side section of the third rib 15 is provided with an external thread, which is locked by a nut, so that the wall module 1 is tightly spliced ​​in the vertical direction, thereby enhancing the stability and anti-lateral displacement capability of the overall structure.

[0082] In this embodiment of the application, a first rib 12 may be provided in each second through groove 1114, or the first rib 12 may be provided only in a portion of the second through grooves 1114; a third rib 15 may be provided in each first through groove 1111, or the third rib 15 may be provided only in a portion of the first through grooves 1111.

[0083] Optionally, in an optional embodiment of this application, such as Figure 2-4 , Figure 9-10 , Figure 12 , Figure 15-17 and Figure 23 As shown, the wall module 1 also includes a third anchor 18; the third anchor 18 includes a first connecting part 181 and a second connecting part 182 connected together, the first connecting part 181 and the second connecting part 182 intersect, the first connecting part 181 is detachably connected to the first anchor 13, and the second connecting part 182 is detachably connected to the third rib 15 or the second anchor 16.

[0084] In this embodiment, the third anchor 18 has a through hole. The first connecting part 181 of the third anchor 18 is detachably connected to the first anchor 13 by bolts, and the second connecting part 182 is detachably connected to the third rib 15 or the second anchor 16 by nuts. This allows the first rib 12, the second rib 14, the third rib 15, the first anchor 13, the second anchor 16, and the third anchor 18 to prestress and tighten the loose hollow bricks 111 in the initial module 11, making them fit tightly together and reducing gaps between them. At the same time, during transportation and hoisting, this can prevent the wall module 1 from deforming, falling apart, and leaking grout during concrete pouring, thus ensuring the integrity and construction quality of the wall module 1.

[0085] Optionally, in an optional embodiment of this application, such as Figure 1-4 , Figure 15-19 , Figure 22-27 and Figures 63-64 As shown, the wall module 1 also includes a connector 19; the connector 19 includes a main body 191 and a gripper assembly 192.

[0086] The main body 191 includes a first part 1911, a second part 1912 and a third part 1913 connected sequentially along the height direction of the initial wall module 11; a step is provided between the first part 1911 and the second part 1912; two third through slots 19131 are symmetrically provided on the third part 1913.

[0087] The gripper assembly 192 has at least one set, and the set of gripper assemblies 192 includes at least two gripper portions 1921; the at least two gripper portions 1921 of the set of gripper assemblies 192 are arranged at intervals along the extension direction of the main body portion 191, and are all connected to the second portion 1912.

[0088] In this embodiment, the third through groove 19131 is arranged parallel to the opposite sides of the third part 1913 to accommodate the second rib 14; the gripper assembly 192 is integrally formed with the main body 191, and at least one set of gripper assemblies 192 is located on the second part 1912. Each gripper part 1921 of the same set of gripper assemblies 192 is arranged at intervals along the extension direction of the main body 191 to engage the fourth rib 122.

[0089] Optionally, in an optional embodiment of this application, such as Figure 1-4 , Figure 15-16 and Figure 26-27 As shown, the wall module 1 also includes a fourth rib 122; a connector 19 is provided on the top of the wall module 1, and at least two second ribs 14 on the top of the wall module 1 are respectively engaged in the corresponding third through grooves 19131, and the fourth rib 122 is engaged in each gripper part 1921 of the gripper assembly 192.

[0090] In this embodiment, the connector 19 is disposed on the top of the wall module 1. The two second ribs 14 on the top of the wall module 1 are respectively engaged in the corresponding third through slots 19131. The gripper portions 1921 of the same group of gripper assemblies 192 are arranged at intervals along the extension direction of the third ribs 15. A fourth rib 122 is engaged in the gripper portions 1921 of the same group of gripper assemblies 192, and the lower half of the fourth rib 122 is inserted into the first through slot 1111 of the wall module 1, thereby realizing a reliable connection between the connector 19 and the wall module 1.

[0091] In this embodiment, the end of the gripper 192 is provided with a second slot. The extension direction of the second slot is the same as the extension direction of the third rib 15. The size of the second slot matches the diameter of the fourth rib 122, which can firmly engage the fourth rib 122. The size of the third through slot 19131 matches the diameter of the second rib 14, which allows the second rib 14 to pass through the third through slot 19131, thereby achieving rapid positioning and stable connection between the connector 19 and the wall module 1.

[0092] Optionally, in an optional embodiment of this application, such as Figure 28-62As shown, wall module 1 also includes at least one of the following: Along the height direction of the initial wall module 11, the upper surface of the hollow brick 111 is provided with a first groove 1115, and the lower surface of the hollow brick 111 is provided with a first protrusion 1116.

[0093] Along the horizontal extension direction of the initial wall module 11, the first end of the hollow brick 111 is provided with a second groove 1118, and the second end of the hollow brick 111 is provided with a second protrusion 1117.

[0094] In this embodiment, when hollow bricks are stacked, the first protrusion 1116 and the first groove 1115 of two adjacent layers of hollow bricks 111 interlock to enhance the vertical connection strength; horizontally adjacent hollow bricks 111 are connected by the second protrusion 1117 and the second groove 1118 on their side surfaces to improve lateral stability. The dimensions of each protrusion and groove are precisely matched to ensure tight assembly without loosening, while also preventing grout leakage during concrete pouring.

[0095] The structure of each hollow brick 111 in the embodiments of this application will be described below with reference to the accompanying drawings. For ease of understanding, this application only describes the different structures among the various hollow bricks 111; the structures of other parts are the same or similar and will not be described in detail here.

[0096] Figure 28-32 The structure of a first type of hollow brick 111 according to an embodiment of this application is shown. A first through groove 1111 penetrates the hollow brick 111, and the projection of the first through groove 1111 on the horizontal plane includes a hexagon. Two initial first through grooves 1113 are symmetrically arranged on both sides of the first through groove 1111, and a second through groove 1114 is arranged on the lower surface of the hollow brick 111. Along the horizontal extension direction of the initial wall module 11, a second groove 1118 is provided at the first end of the hollow brick 111, and a second protrusion 1117 is provided at the second end of the hollow brick 111.

[0097] Figure 33 The structure of a second type of hollow brick 111 according to an embodiment of this application is shown. Compared with the first type of hollow brick 111, the difference is that it also includes a first slot 1112, which is located in the second through groove 1114 on the lower surface of the hollow brick 111.

[0098] Figure 34 The structure of a third type of hollow brick 111 according to an embodiment of this application is shown. Compared with the second type of hollow brick 111, the difference is that the upper surface of the hollow brick 111 is also provided with a second through groove 1114.

[0099] Figures 35-36 The structure of a fourth type of hollow brick 111 according to an embodiment of this application is shown. Compared with the third type of hollow brick 111, the hollow brick 111 does not include the first slot 1112.

[0100] Figure 37-40 The structure of the fifth type of hollow brick 111 according to the present application is shown. Compared with the second type of hollow brick 111, the difference is that the upper surface of the hollow brick 111 is further provided with a first groove 1115 and the lower surface of the hollow brick 111 is further provided with a first protrusion 1116.

[0101] Figure 41 The structure of the sixth hollow brick 111 according to the present application is shown. Compared with the fifth hollow brick 111, the hollow brick 111 does not include the first slot 1112.

[0102] Figures 42-43 The structure of the seventh type of hollow brick 111 according to the present application is shown. Compared with the sixth type of hollow brick 111, the difference is that the upper surface of the hollow brick 111 is also provided with a second through groove 1114.

[0103] Figure 44 The structure of the eighth hollow brick 111 according to the present application embodiment is shown. Compared with the seventh hollow brick 111, the difference is that it also includes a first slot 1112, which is located in the second through groove 1114 on the lower surface of the hollow brick 111.

[0104] Figure 45 The structure of the ninth type of hollow brick 111 according to the present application is shown. Compared with the fifth type of hollow brick 111, the difference is that the projection of the first through groove 1111 is elliptical or racetrack-shaped.

[0105] Figure 46 The structure of the tenth hollow brick 111 according to the present application is shown. Compared with the fifth hollow brick 111, the difference is that the projection of the first through groove 1111 is circular.

[0106] Figure 47 The structure of the eleventh hollow brick 111 according to the present application is shown. Compared with the fifth hollow brick 111, the difference is that the projection of the first through groove 1111 is octagonal.

[0107] Figure 48 The structure of the twelfth hollow brick 111 according to the present application embodiment is shown. Compared with the fifth hollow brick 111, the difference is that the projection of the first through groove 1111 is rectangular.

[0108] Figures 49-51 The structure of the thirteenth hollow brick 111 according to the present application embodiment is shown. Compared with the fifth hollow brick 111, the difference is that the thirteenth hollow brick 111 is a half brick structure, and its length is half that of a standard hollow brick, which is convenient for use in wall edging or special masonry positions. In addition, the thirteenth hollow brick 111 does not include the first through groove 1111.

[0109] Figure 52 The structure of the fourteenth hollow brick 111 according to the present application embodiment is shown. Compared with the thirteenth hollow brick 111, the difference is that the upper surface of the hollow brick 111 is also provided with a second through groove 1114.

[0110] Figures 53-54 The structure of the fifteenth hollow brick 111 according to the embodiment of this application is shown. Compared with the fifth hollow brick 111, the difference is that the fifteenth hollow brick 111 is an L-shaped brick structure, including three initial first through grooves 1113 and a first through groove 1111 located at the L-shaped corner. This L-shaped brick structure is suitable for masonry at the corner of the wall, and right-angle connection can be achieved without cutting standard bricks, which improves construction efficiency and enhances the overall structure.

[0111] Figure 55 The structure of the sixteenth hollow brick 111 according to the embodiment of this application is shown. Compared with the fifteenth hollow brick 111, the difference is that the upper surface of the hollow brick 111 is also provided with a second through groove 1114.

[0112] Figures 56-59 The structure of the seventeenth hollow brick 111 according to the present application is shown. Compared with the fifth hollow brick 111, the difference is that the seventeenth hollow brick 111 is a T-shaped brick structure with initial first through grooves 1113 on three sides and first through grooves 1111 at the T-shaped connection. This structure is suitable for the construction of the three-way intersection of the wall, which can effectively simplify the construction process of complex nodes, improve the structural stability and overall strength, and at the same time reduce the problem of uneven gaps and stress concentration caused by splicing multiple bricks in traditional construction, and ensure uniform load transfer.

[0113] Figures 60-61 The structure of the eighteenth hollow brick 111 according to the present application is shown. Compared with the seventeenth hollow brick 111, the difference is that the upper surface of the hollow brick 111 is also provided with a second through groove 1114.

[0114] Figure 62 The structure of the nineteenth hollow brick 111 according to the embodiment of this application is shown. Compared with the first hollow brick 111, the difference is that the outer side of the hollow brick also includes 1-3 elongated insulation grooves 11121. The insulation grooves 11121 extend along the length direction of the hollow brick, and the insulation grooves 11121 and the inner wall of the first through groove 1111 are attached with insulation board 11122 to form a composite insulation layer, thereby extending the cold bridge path and significantly improving the thermal insulation performance of the wall.

[0115] Optionally, in some embodiments, the insulation board 11121 is directly attached to the outer or inner surface of the wall after the wall is completed by means of adhesive anchoring to form an external or internal insulation system, thereby further enhancing the overall thermal insulation effect.

[0116] Based on the same inventive concept, embodiments of this application provide a wall, such as... Figure 1-27 As shown, the wall includes at least two wall modules 1 as described in any of the above embodiments.

[0117] In any two adjacent wall modules 1, the top of the lower wall module 1 is provided with a connector 19, and the fourth rib 122 is locked in the gripper assembly 192 of the connector 19; at least two second ribs 14 at the top of the lower wall module 1 are respectively locked in the third through groove 19131 of the connector 19, and a portion of the fourth rib 122 is located in the first through groove 1111 of the lower wall module 1.

[0118] At least two second reinforcing bars 14 at the bottom of the upper wall module 1 are engaged in the step of the connector 19, and another part of the fourth reinforcing bar 122 is located in the first through groove 1111 of the upper wall module 1.

[0119] In this embodiment, the top of the lower wall module 1 is provided with a connector 19, and the fourth rib 122 is engaged in the gripper assembly 192 of the connector 19; at least two second ribs 14 at the top of the lower wall module 1 are respectively engaged in the third through groove 19131 of the connector 19, and a portion of the fourth rib 122 is located in the first through groove 1111 of the lower wall module 1; when at least two wall modules 1 are connected, the upper wall module 1 naturally presses down under the action of gravity, causing the two second ribs 14 at its bottom to... The fourth reinforcement 122 is inserted into the step of the connector 19; the other part of the fourth reinforcement 122 is inserted into the corresponding first through groove 1111 of the upper wall module 1, realizing the indirect lap of the fourth reinforcement 122 and the third reinforcement 15. After the concrete is poured, the fourth reinforcement 122 and the third reinforcement 15 are connected. Through the fourth reinforcement 122, the third reinforcement 15 of the upper wall module 1 and the third reinforcement 15 of the lower wall module 1 are indirectly connected, thereby forming a continuously stressed steel reinforcement skeleton system, effectively transmitting vertical loads and horizontal forces, and ensuring the integrity and stability of the structure.

[0120] In this embodiment, the main body 191 and the gripper assembly 192 of the connector 19 are both located in the first through groove 1111 at the corresponding positions of any two adjacent wall modules 1.

[0121] Alternatively, in an alternative embodiment of this application, such as Figure 1As shown, the foundation 2 has pre-embedded connectors 19 and a portion of the fourth reinforcement 122. At least two second reinforcements 14 at the bottom of the wall module 1 below are inserted into the step, and another portion of the fourth reinforcement 122 is located in the first through groove 1111 of the wall module 1 below.

[0122] In this embodiment, a fourth rib 122 is fitted inside the gripper assembly 192 of the connector 19; the third part 1913 and a portion of the second part 1912 of the main body 191 of the connector 19 are embedded in the foundation 2, and the horizontal ribs in the foundation 2 can be fitted into the third through groove 19131 of the third part 1913; a portion of the fourth rib 122 near the third part 1913 is embedded in the foundation 2; the first part 1911 and another portion of the second part 1912 of the main body 191 The lower wall module 1 is inserted into the first through groove 1111 at the bottom. At least two second reinforcing bars 14 at the bottom of the lower wall module 1 are engaged in the step at the connection between the first part 1911 and the second part 1912. Another part of the fourth reinforcing bar 122 is inserted into the first through groove 1111 of the lower wall module 1. The fourth reinforcing bar 122 indirectly overlaps with the third reinforcing bar 15 of the lower wall module 1. The fourth reinforcing bar 122 enables the continuous vertical load transfer between the lower wall module 1 and the foundation 2. Moreover, the pre-embedded connector 19 in the foundation 2 enables the automatic engagement of the wall module 1 and the foundation 2.

[0123] Alternatively, in an alternative embodiment of this application, such as Figure 1 As shown, the wall also includes a floor deck 3; the floor deck 3 is located on top of the wall module 1.

[0124] In this embodiment, the floor deck 3 is located on top of the wall module 1, and the floor deck 3 can be reliably connected to the wall module 1 through the connector 19.

[0125] Optionally, in an optional embodiment of this application, such as Figure 5-8 As shown, the wall also includes a structural column 4; the structural column 4 is located at the corner of at least two adjacent wall modules 1, at least a portion of the first rib 12 of each adjacent wall module 1 extends into the structural column 4, and the first rib 12 at corresponding positions of each adjacent wall module 1 is fixedly connected.

[0126] In this embodiment, the structural column 4 is located at the corner between at least two adjacent wall modules. At least a portion of the first reinforcing bars 12 of each adjacent wall module 1 extends into the structural column 4. The first reinforcing bars 12 at corresponding positions of adjacent wall modules 1 overlap each other within the structural column 4 and are integrally connected through concrete pouring within the structural column 4. This improves the overall strength and seismic performance at the wall corner and effectively avoids weak connection nodes. Simultaneously, the steel reinforcement skeleton within the structural column 4 and the first reinforcing bars 12 of the wall modules 1 form a spatial force-bearing system, achieving a rigid connection after pouring, further enhancing the overall structural stability.

[0127] Optionally, in optional embodiments of this application, such as Figure 1 As shown, concrete is filled into the first through groove 1111 and the second through groove 1114 of the wall module 1, as well as the structural column 4, and simultaneously covers the floor deck 3; after being constructed into multiple wall modules 1, structural columns 4 and floor deck 3, concrete is poured into the wall modules 1, structural columns 4 and floor deck 3 at the same time.

[0128] In this embodiment, the wall module 1, floor deck 3, and structural column 4 are poured together with concrete, which avoids the construction joint problem caused by layered pouring and significantly improves the overall integrity and durability of the structure. It also improves construction efficiency.

[0129] Optionally, in an optional embodiment of this application, such as Figure 5-6 and Figures 53-55 As shown, the structural column 4 includes multiple layers of hollow bricks 111; the projection of the hollow bricks 111 in the horizontal plane is L-shaped.

[0130] The structural column 4 is located at the corner of two adjacent wall modules 1; the structural column 4 is connected to both adjacent wall modules 1.

[0131] In this embodiment, the structural column 4 is constructed from multiple layers of L-shaped hollow bricks 111, with each layer comprising one L-shaped hollow brick 111. The structural column 4 is connected to two adjacent wall modules 1. Within the same layer, the L-shaped hollow bricks 111 of the structural column 4 and the hollow bricks 111 of the wall module 1 can be connected by half-brick-shaped hollow bricks 111, which, compared to the hollow bricks 111, do not include the first through groove 1111.

[0132] Optionally, in an optional embodiment of this application, such as Figures 56-61 As shown, the structural column 4 includes multiple layers of hollow bricks 111; the projection of the hollow bricks 111 in the horizontal plane is T-shaped.

[0133] The structural column 4 is located at the corner of the three adjacent wall modules 1; the structural column 4 is connected to all three adjacent wall modules 1.

[0134] In this embodiment, the structural column 4 is constructed from multiple layers of T-shaped hollow bricks 111, with each layer comprising one T-shaped hollow brick 111. The structural column 4 is connected to all three adjacent wall modules 1. Within the same layer, the T-shaped hollow bricks 111 of the structural column 4 and the hollow bricks 111 of the wall module 1 can be connected by half-brick-shaped hollow bricks 111, which, compared to the hollow bricks 111, do not include the first through groove 1111.

[0135] In some embodiments, such as Figure 7-8The structural column 4 is constructed using templates, which is a common method in the prior art and will not be described in detail in this application.

[0136] Based on the same inventive concept, embodiments of this application provide a construction method for a wall module, such as... Figure 65 As shown, this construction method is used for the wall module in any of the above embodiments, and includes the following steps: S101: Multiple hollow bricks 111 are horizontally stacked in multiple layers on a horizontal assembly platform in the factory to form an initial wall module 11; the initial wall module 11 includes a first through groove 1111 and a second through groove 1114; the first through groove 1111 and the second through groove 1114 intersect and both penetrate the initial wall module 11.

[0137] S102: Multiple first ribs 12 are passed through at least part of the second through groove 1114 and contact the bottom of the horizontal ribs 1119 of each hollow brick 111 in the corresponding layer; second ribs 14 are passed through the bottommost second through groove 1114 and contact the bottom of the horizontal ribs 1119 of each hollow brick 111 in the bottommost layer.

[0138] S103: Anchor the two ends of the first rib 12 to the two first anchors 13 respectively; multiple first ribs 12 are supported at the bottom of the horizontal ribs 1119 of each hollow brick 111 in the corresponding layer; the first anchors 13 are set on both sides of the horizontal extension direction of the initial wall module 11; fix the two ends of the second rib 14 directly or indirectly to the first anchors 13, and the second rib 14 is supported at the bottom of the horizontal ribs 1119 of each hollow brick 111 in the bottom layer.

[0139] S104: The bottom sections of the multiple third ribs 15 are brought into contact with the second ribs 14, and the side sections of the multiple third ribs 15 are passed through the first through groove 1111; the side sections are set at both ends of the bottom section.

[0140] S105: Anchor the third reinforcement 15 to the second anchor 16; the bottom section of multiple third reinforcements 15 supports the second reinforcement 14.

[0141] S106: Erect the initial horizontal wall module 11 to obtain wall module 1, which is perpendicular to the horizontal assembly platform.

[0142] In this embodiment, the intersecting first through-slot 1111 and second through-slot 1114 both penetrate the initial wall module 11. The initial wall module 11 includes multiple layers of stacked hollow bricks 111, each layer including multiple hollow bricks 111 spliced ​​sequentially. The initial wall module 11 is horizontally assembled on a horizontal assembly platform in the factory. Multiple first ribs 12 pass through different second through-slots 1114 and contact or support the bottom of the transverse ribs 1119 of each hollow brick 111 in the corresponding layer. Two first anchors 13 are fixed to both sides of the horizontal extension direction of the initial wall module 11 and are anchored to both ends of each first rib 12. The second rib 14 passes through the second through-slot 1114 at the bottom of the initial wall module 11, and the two ends of the second rib 14 are directly or indirectly connected. The wall module 11 is anchored to two first anchors 13; the bottom section of multiple third reinforcing bars 15 supports or contacts the second reinforcing bar 14, and the side section passes through the first through groove 1111. The second anchor 16 is anchored to the end of the side section of the third reinforcing bar 15, and the horizontal initial wall module 11 is erected to a vertical state to form the wall module 1, which facilitates transportation and on-site assembly. Thus, the wall module 1 provided in this embodiment can be stacked without the need for scaffolding, thereby saving manpower, reducing construction costs, and improving construction efficiency. Moreover, the wall module 1 can be prefabricated in the factory through standardized modular design, which can improve production efficiency and quality control, reduce the proportion of wet work on site, reduce construction dust and construction waste, and meet the requirements of green construction.

[0143] Furthermore, the first reinforcing bar 12, the second reinforcing bar 14, the third reinforcing bar 15, the first anchor 13, and the second anchor 16 jointly apply prestress to the initial wall module 11, which enhances the integrity and structural stability of the wall module 1, preventing it from falling apart or deforming during transportation and erection, and ensuring construction safety and assembly accuracy. Simultaneously, the prestress ensures that each hollow brick 111 fits tightly, effectively improving the compressive and shear strength of the wall module 1, meeting the requirements of high-strength building structures. Moreover, during assembly at the construction site, the prestress of the wall module 1 can be precisely controlled by adjusting the preload of the first anchor 13 and the second anchor 16, further enhancing assembly flexibility and structural reliability.

[0144] Optionally, in an optional embodiment of this application, in step S102 above, the second rib 14 is passed through the bottommost second through groove 1114 and contacts the bottom of the transverse ribs 1119 of each hollow brick 111 at the bottommost level, including: At least two second reinforcing bars 14 are respectively locked in at least two first slots 1112 at the bottom of the initial wall module 11; the first slots 1112 are set on the lower surface of the hollow brick 111, intersect with the first through groove 1111, and are located in the second through groove 1114.

[0145] At least two second reinforcing bars 14 are respectively locked into at least two first slots 1112 at the top of the initial wall module 11.

[0146] In this embodiment, the second reinforcing bar 14 is engaged in the first slot 1112. The first slot 1112 can restrict the displacement of the second reinforcing bar 14 in the vertical and horizontal directions, and at the same time prevent the second reinforcing bar 14 from slipping or deviating during the erection process, so as to ensure that the second reinforcing bar 14 maintains a stable position during the initial wall module 11 erection process, thereby improving the uniformity and reliability of prestress transfer.

[0147] Optionally, in an optional embodiment of this application, step S105, after anchoring the third reinforcement 15 to the second anchor 16, and after the bottom sections of the multiple third reinforcements 15 support the second reinforcement 14, and before step S106, before erecting the horizontal initial wall module 11 to obtain the wall module 1, further includes: The connector 19 is inserted into the first through slot 1111 from the top of the initial wall module 11, so that at least two second ribs 14 at the top of the initial wall module 11 are correspondingly engaged in the third through slot 19131 of the connector 19. The connector 19 includes a main body 191 connected to each other and at least one set of gripper assemblies 192. The main body 191 includes a second part 1912 and a first part 1911 and a third part 1913 located at both ends of the second part 1912. Two third through slots 19131 are symmetrically provided on the third part 1913. Each gripper part 1921 of the set of gripper assemblies 192 is arranged at intervals along the extension direction of the second part 1912.

[0148] The fourth rib 14 is engaged within each gripper portion 1921 of the gripper assembly 192.

[0149] In this embodiment, multiple connectors 19 are sequentially inserted into corresponding positions on the top of the initial wall module 11, and multiple fourth ribs 14 are respectively locked in each group of gripper assemblies 192 of each connector 19, with the fourth ribs 14 partially located in the first through groove 1111 of the initial wall module 11.

[0150] The specific construction process for wall module 1 will be explained below.

[0151] Step 1: Use a brick press to extrude dry hard concrete or other plastic materials into hollow bricks 111 of the required shape, or use a mold to pour and vibrate wet concrete to form hollow bricks 111. After forming, they are cured to reach the design strength.

[0152] Step 2: The hollow bricks 111 are transported to the horizontal assembly platform. The hollow bricks 111 are then horizontally stacked according to the design dimensions of the initial wall module 11, with staggered joints between each layer. The horizontal assembly platform is equipped with hydraulic lifting cylinders to lift the assembled initial wall module 11; it also features a flatness detection device to ensure that the horizontality and verticality of each layer of hollow bricks 111 meet design requirements during assembly. During assembly, a robotic arm can automatically grasp and position the hollow bricks 111, improving assembly efficiency and accuracy.

[0153] Step 3: After completing the initial wall module 11 on the horizontal assembly platform, install the first reinforcing bar 12, the second reinforcing bar 14, and the third reinforcing bar 15 in sequence, and initially anchor them using the first anchor 13, the second anchor 16, and the fourth anchor 121 to form a prestressed system. It should be noted that when the number of first reinforcing bars 12 and second reinforcing bars 14 is equal, the second reinforcing bar 14 can be directly connected to the first anchor 13, in which case the fourth anchor 121 is not required.

[0154] Step 4: Connect the first anchors 13 and the second anchors 16 around the initial wall module 11 to the external tensioning equipment through the third anchor 18, and further apply overall prestress to the initial wall module 1 to ensure the structure is dense.

[0155] Step 5: Tighten the nuts connected to the first rib 12, the second rib 14, and the third rib 15 to generate tension prestress, so that each layer of hollow bricks 111 is tightly fitted in both vertical and horizontal directions, eliminating the tiny gaps between the hollow bricks 111 and significantly improving the overall stiffness and seismic performance.

[0156] Step 6: Install multiple connectors 19 on the top of the wall module 1 and distribute them evenly in the preset positions; respectively, insert multiple fourth reinforcing bars 122 into each set of gripper assemblies 192 of each connector 19.

[0157] Step 7: Install lifting ring 17 at the end of the third rib 15. The hydraulic cylinder under the horizontal assembly platform will lift the horizontal assembly platform and the assembled wall module 1 together to a vertical position.

[0158] Based on the same inventive concept, embodiments of this application provide a method for constructing a wall, such as... Figure 66 As shown, this construction method is used for the wall in any of the above embodiments and includes the following steps: S201: Transport at least two wall modules 1 as described in any of the above embodiments to the construction site.

[0159] S202: Hoist at least one wall module 1 above at least another wall module 1, and insert the fourth rib 122 at the top of the lower wall module 1 into the corresponding first through groove 1111 of the upper wall module 1, and engage at least two second ribs 14 at the bottom of the upper wall module 1 into the step of the connector 19; the connector 19 is disposed on the top of the lower wall module 1, the fourth rib 122 is engaged in the gripper assembly 192 of the connector 19, and at least two second ribs 14 at the top of the lower wall module 1 are respectively engaged in the third through groove 19131 of the connector 19, and the fourth rib 122 is inserted into the first through groove 1111 of the lower wall module 1.

[0160] In this embodiment, the top of the lower wall module 1 is provided with a connector 19, and the fourth rib 122 is engaged in the gripper assembly 192 of the connector 19; at least two second ribs 14 at the top of the lower wall module 1 are respectively engaged in the third through groove 19131 of the connector 19, and a portion of the fourth rib 122 is located in the first through groove 1111 of the lower wall module 1; when at least two wall modules 1 are connected, the upper wall module 1 naturally presses down under the action of gravity, causing the two second ribs 14 at its bottom to... The fourth reinforcement 122 is inserted into the step of the connector 19; the other part of the fourth reinforcement 122 is inserted into the corresponding first through groove 1111 of the upper wall module 1, realizing the indirect lap of the fourth reinforcement 122 and the third reinforcement 15. After the concrete is poured, the fourth reinforcement 122 and the third reinforcement 15 are connected. Through the fourth reinforcement 122, the third reinforcement 15 of the upper wall module 1 and the third reinforcement 15 of the lower wall module 1 are indirectly connected, thereby forming a continuously stressed steel reinforcement skeleton system, effectively transmitting vertical loads and horizontal forces, and ensuring the integrity and stability of the structure.

[0161] Optionally, in an optional embodiment of this application, in step S102 above, after hoisting at least one wall module 1 above at least another wall module 1, inserting the fourth rib 122 portion of the top of the lower wall module 1 into the corresponding first through groove 1111 of the upper wall module 1, and securing at least two second ribs 14 of the bottom of the upper wall module 1 into the step of the connector 19, the method further includes: A structural column 4 is constructed at the corner of two adjacent wall modules 1, at least a portion of the first reinforcing bars 12 of the two adjacent wall modules 1 are extended into the structural column 4, and the first reinforcing bars 12 at corresponding positions of the two adjacent wall modules 1 are fixedly connected.

[0162] The floor deck 3 is laid on top of the wall module 1 and the structural column 4.

[0163] In this embodiment, a structural column 4 is constructed at the corner of two adjacent wall modules 1 to connect them. The structural column 4 contains longitudinal reinforcing bars and stirrups. The first reinforcing bar 12 at the corresponding position of the adjacent wall module 1 extends into the structural column 4 and is tied to its internal reinforcing bars to form an integral connection node. A floor deck 3 is laid on top of the wall modules 1 and the structural column 4. The floor deck 3 and the wall modules 1 can be reliably connected via connectors 19.

[0164] Optionally, in an optional embodiment of this application, after transporting at least two wall modules 1 as described in any of the above embodiments to the construction site in step S101, and before hoisting at least one wall module 1 above at least another wall module 1 in step S202, inserting the fourth rib 122 portion of the top of the lower wall module 1 into the first through groove 1111 corresponding to the upper wall module 1, and before engaging at least two second ribs 14 at the bottom of the upper wall module 1 into the step of the connector 19, the method further includes: Pre-embed connector 19 and part of the fourth reinforcing bar 122 within foundation 2.

[0165] The wall module 1 with the connector 19 on the top is hoisted onto the foundation 2. The other part of the fourth rib 122 is inserted into the first through groove 1111 of the wall module 1. At least two second ribs 14 at the bottom of the wall module 1 are locked into the step of the connector 19.

[0166] In this embodiment, a fourth rib 122 is embedded in the gripper assembly 192 of the connector 19; the third part 1913 and a portion of the second part 1912 of the main body 191 of the connector 19 are pre-embedded in the foundation 2, and the horizontal ribs in the foundation 2 are embedded in the third through groove 19131 of the third part 1913; a portion of the fourth rib 122 near the third part 1913 is pre-embedded in the foundation 2; the wall module 1 with the connector 19 on the top is hoisted onto the foundation 2, and under the action of gravity, at least two second ribs 14 at the bottom of the wall module 1 are embedded in the step at the connection between the first part 1911 and the second part 1912, and another portion of the fourth rib 122 is inserted into the first through groove 1111 of the lower wall module 1. The fourth rib 122 is indirectly connected to the third rib 15 of the wall module 1, and the vertical load transfer between the lower wall module 1 and the foundation 2 is achieved through the fourth rib 122.

[0167] Optionally, in an optional embodiment of this application, after laying the floor decking 3 on top of the wall module 1 and the structural column 4, the method further includes: Concrete is poured onto the floor slab 3; the concrete fills the first through groove 1111 and the second through groove 1114 of the wall module 1 and the structural column 4, while covering the floor slab 3.

[0168] In this embodiment, after the wall module 1, structural column 4, and floor deck 3 are assembled, concrete is poured together. This avoids the construction joint problems caused by layered pouring, significantly improving the overall structural integrity and durability. It also increases construction efficiency.

[0169] The construction process of the wall in this application will be explained in detail below.

[0170] Step 1: Connect the lifting ring 17 to the crane hook using a crane to transport the required multiple wall modules 1 to the construction site.

[0171] Step 2: After transporting the prefabricated wall module 1 to the construction site, the wall module 1 is hoisted onto the foundation 2, and the connection between the wall module 1 and the foundation 2 is achieved through the connector 19.

[0172] Step 3: Hoist the upper wall module 1 onto the lower wall module 1. Under the weight of the upper wall module 1, a reliable connection between the upper and lower wall modules 1 is achieved through the connector 19 and the fourth steel bar 122.

[0173] Step 4: At the corner of the wall, a structural column 4 is installed. The structural column 4 contains vertical reinforcing bars and stirrups. The structural column 4 is anchored to the two adjacent wall modules 1 via the first reinforcing bar 12. Then, the structural column 4 and the inner side of the door and window openings are sealed with formwork. After all wall modules 1 are installed, the floor deck 3 is hoisted to the top of the wall modules 1, with a reserved length for the slab head. After all floor deck 3 are laid, concrete can be poured on the floor deck 3, simultaneously pouring concrete for the wall modules 1 and the structural column 4. A vibrator is inserted along the top of the first through groove 1111 to completely fill the cavity of the structural column 4 and all through grooves and slots in the wall modules 1. After the first floor is completed, the second floor is constructed using the same method. It should be noted that when concrete is poured on the floor deck 3, the concrete poured on the floor deck 3 flows downward to fill the through grooves and slots of the structural column 4 and the wall module 1. The concrete first fills the first through groove 1111 of the wall 1, and then fills the first slot 1112 and the second through groove 1114 through the first through groove 1111.

[0174] It should be noted that L-shaped hollow bricks 111 and / or T-shaped hollow bricks 111 can be used to replace structural column 4.

[0175] By applying the embodiments of this application, at least the following beneficial effects can be achieved: 1. In the wall module 1 provided in this application embodiment, the intersecting first through groove 1111 and second through groove 1114 both penetrate the initial wall module 11. The initial wall module 11 includes multiple layers of stacked hollow bricks 111, each layer including multiple hollow bricks 111 spliced ​​sequentially. The initial wall module 11 is horizontally assembled on a horizontal assembly platform in the factory. Multiple first ribs 12 pass through different second through grooves 1114 and contact or support the bottom of the transverse ribs 1119 of each hollow brick 111 in the corresponding layer. Two first anchors 13 are fixed to both sides of the horizontal extension direction of the initial wall module 11 and are anchored to both ends of each first rib 12. The second rib 14 passes through the second through groove 1114 at the bottom of the initial wall module 11. The end is directly or indirectly anchored to two first anchors 13; the bottom section of multiple third reinforcing bars 15 supports or contacts the second reinforcing bar 14, the side section passes through the first through groove 1111, the second anchor 16 is anchored to the end of the side section of the third reinforcing bar 15, and the horizontal initial wall module 11 is erected to a vertical state to form the wall module 1, which is convenient for transportation and on-site assembly; thus, the wall module 1 provided in this application embodiment can be stacked without the need for scaffolding, thereby saving manpower, reducing construction costs, and improving construction efficiency; moreover, the wall module 1 can be prefabricated in the factory through standardized modular design, which can improve production efficiency and quality control level, reduce the proportion of on-site wet work, reduce construction dust and construction waste, and meet the requirements of green construction.

[0176] Furthermore, the first reinforcing bar 12, the second reinforcing bar 14, the third reinforcing bar 15, the first anchor 13, and the second anchor 16 jointly apply prestress to the initial wall module 11, which enhances the integrity and structural stability of the wall module 1, preventing it from falling apart or deforming during transportation and erection, and ensuring construction safety and assembly accuracy. Simultaneously, the prestress ensures that each hollow brick 111 fits tightly, effectively improving the compressive and shear strength of the wall module 1, meeting the requirements of high-strength building structures. Moreover, during assembly at the construction site, the prestress of the wall module 1 can be precisely controlled by adjusting the preload of the first anchor 13 and the second anchor 16, further enhancing assembly flexibility and structural reliability.

[0177] Those skilled in the art will understand that the steps, measures, and solutions in the various operations, methods, and processes discussed in this application can be alternated, modified, combined, or deleted. Furthermore, other steps, measures, and solutions in the various operations, methods, and processes discussed in this application can also be alternated, modified, rearranged, decomposed, combined, or deleted. Furthermore, steps, measures, and solutions in related technologies that are similar to those disclosed in this application can also be alternated, modified, rearranged, decomposed, combined, or deleted.

[0178] In the description of this application, the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicate directions or positional relationships based on the exemplary directions or positional relationships shown in the accompanying drawings. They are used to facilitate the description or simplification of the embodiments of this application and are not intended to indicate or imply that the device or component referred to must have a specific orientation or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.

[0179] The terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this application, unless otherwise stated, "a plurality of" means two or more.

[0180] In the description of this application, it should be noted that, unless otherwise expressly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal communication between two components. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.

[0181] In the description of this specification, specific features, structures, materials, or characteristics may be combined in any suitable manner in one or more embodiments or examples.

[0182] The above description is only a partial embodiment of this application. It should be noted that for those skilled in the art, other similar implementation methods based on the technical concept of this application, without departing from the technical concept of this application, also fall within the protection scope of the embodiments of this application.

Claims

1. A wall module, characterized in that, include: The initial wall module includes a first through groove and a second through groove that penetrate the initial wall module, and the first through groove and the second through groove intersect each other; The initial wall module comprises multiple layers of stacked hollow bricks; each layer comprises multiple hollow bricks assembled sequentially. The first anchor has two parts, which are disposed on both sides of the initial wall module in the horizontal extension direction and are configured to clamp the initial wall module. The second rib and multiple first ribs, the first ribs passing through the second through groove, supporting or contacting the bottom of the horizontal ribs of each hollow brick in the corresponding layer, and anchored at both ends to two first anchors respectively, are used to apply prestress to the initial wall module; the second ribs passing through the bottommost second through groove, supporting or contacting the bottom of the horizontal ribs of each hollow brick in the bottommost layer, are fixed to the first anchors directly or indirectly, and are used to apply prestress to the initial wall module. The third rib includes a bottom section and side sections disposed at both ends of the bottom section; the bottom section is configured to support or contact the second rib, and the side sections pass through the first through groove; The second anchor is located at the top of the initial wall module and anchored to the side section of the third rib. It is used to apply prestress to the initial wall module and is configured such that the wall module is vertically arranged, and the first through groove penetrates the wall module vertically.

2. The wall module according to claim 1, characterized in that, The hollow bricks include: The first through groove penetrates the hollow brick; The initial first through groove includes at least two, which are respectively arranged in the circumference of the first through groove, and the initial first through grooves of two adjacent hollow bricks are spliced ​​together to form the first through groove; The second through groove is provided on the lower surface of the hollow brick.

3. The wall module according to claim 2, characterized in that, The second through groove is disposed on the lower surface of the hollow brick, or the second through groove is disposed on both the upper and lower surfaces of the hollow brick.

4. The wall module according to claim 3, characterized in that, The hollow brick also includes a first slot; the first slot is disposed on the lower surface of the hollow brick and intersects with the first through groove; the first slot is located within the second through groove.

5. The wall module according to claim 4, characterized in that, The first card slot has at least two; At least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the bottom of the initial wall module, and at least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the top of the initial wall module.

6. The wall module according to claim 5, characterized in that, The two side sections of the third rib are respectively disposed in different first through grooves, and both abut against the side wall of the first through groove.

7. The wall module according to claim 1, characterized in that, Two third ribs are provided in each of the first through slots, and two first ribs are provided in each of the second through slots.

8. The wall module according to claim 1, characterized in that, The end of the third rib is provided with an external thread, and the third rib is detachably connected to the lifting ring, which is configured to be used for hoisting the wall module.

9. The wall module according to claim 1, characterized in that, The first anchor includes a first hole that corresponds one-to-one with the position of the second through groove; the first ribs located in the second through groove are all detachably connected to the first anchor.

10. The wall module according to claim 6, characterized in that, The second anchor includes a second hole; two side segments of the same third rib are detachably connected to the same second anchor.

11. The wall module according to claim 1, characterized in that, It also includes a third anchor; the third anchor includes a first connecting part and a second connecting part connected together, the first connecting part and the second connecting part intersecting, the first connecting part being detachably connected to the first anchor, and the second connecting part being detachably connected to the third rib or the second anchor.

12. The wall module according to claim 5, characterized in that, It also includes connectors; the connectors include: The main body includes a first part, a second part, and a third part that are connected sequentially along the height direction of the initial wall module; a step is provided between the first part and the second part; and two third through slots are symmetrically provided on the third part. A gripper assembly having at least one set, wherein the set of gripper assemblies includes at least two gripper portions; the at least two gripper portions of the set of gripper assemblies are arranged at intervals along the extension direction of the main body portion and are all connected to the second portion.

13. The wall module according to claim 12, characterized in that, It also includes a fourth rib; the top of the wall module is provided with the connector, at least two of the second ribs on the top of the wall module are respectively engaged in the corresponding third through grooves, and the fourth rib is engaged in each of the gripper parts of the gripper assembly.

14. The wall module according to claim 2, characterized in that, It also includes at least one of the following: Along the height direction of the initial wall module, a first groove is provided on the upper surface of the hollow brick, and a first protrusion is provided on the lower surface of the hollow brick; Along the horizontal extension direction of the initial wall module, the first end of the hollow brick is provided with a second groove, and the second end of the hollow brick is provided with a second protrusion.

15. A wall, characterized in that, Includes at least two wall modules as described in any one of claims 1-14 above; In any two adjacent wall modules, the top of the lower wall module is provided with a connector, and the fourth rib is engaged in the gripper assembly of the connector; at least two second ribs at the top of the lower wall module are respectively engaged in the third through groove of the connector, and a portion of the fourth ribs are located in the first through groove of the lower wall module. At least two of the second reinforcing bars at the bottom of the upper wall module are engaged in the step of the connector, and another part of the fourth reinforcing bar is located in the first through groove of the upper wall module.

16. The wall according to claim 15, characterized in that, The connector and a portion of the fourth rib are pre-embedded in the foundation. At least two of the second ribs at the bottom of the wall module below are engaged in the step, and another portion of the fourth rib is located in the first through groove of the wall module below.

17. The wall according to claim 16, characterized in that, It also includes a floor decking; the floor decking is located on top of the wall module.

18. The wall according to claim 17, characterized in that, It also includes structural columns; the structural columns are located at the corners of at least two adjacent wall modules, at least a portion of the first reinforcing bars of each adjacent wall module extends into the structural column, and the first reinforcing bars at corresponding positions of each adjacent wall module are fixedly connected.

19. The wall according to claim 18, characterized in that, Concrete is filled into the first and second through slots of the wall module and the structural column, while covering the floor deck; after the wall modules are assembled with the structural column and the floor deck, concrete is poured into the wall modules, the structural column and the floor deck simultaneously.

20. The wall according to claim 18, characterized in that, The structural column comprises multiple layers of stacked hollow bricks; the projection of the hollow bricks in the horizontal plane is L-shaped. The structural column is located at the corner of two adjacent wall modules; the structural column is connected to both adjacent wall modules.

21. The wall according to claim 18, characterized in that, The structural column comprises multiple layers of stacked hollow bricks; the projection of the hollow bricks in the horizontal plane is T-shaped. The structural column is located at the corner of the three adjacent wall modules; the structural column is connected to all three adjacent wall modules.

22. A construction method for a wall module, characterized in that, The wall module for any one of claims 1-14 includes: Multiple hollow bricks are horizontally stacked in multiple layers on a horizontal assembly platform in the factory to form an initial wall module; the initial wall module includes a first through groove and a second through groove; the first through groove and the second through groove intersect and both penetrate the initial wall module; Multiple first ribs are passed through at least a portion of the second through slots and contact the bottom of the horizontal ribs of each hollow brick in the corresponding layer; second ribs are passed through the second through slot at the bottommost layer and contact the bottom of the horizontal ribs of each hollow brick at the bottommost layer. The two ends of the first rib are respectively anchored to two first anchors, and multiple first ribs are supported at the bottom of the horizontal ribs of each hollow brick in the corresponding layer; the first anchors are set on both sides of the horizontal extension direction of the initial wall module; the two ends of the second rib are fixed to the first anchors directly or indirectly, and the second rib is supported at the bottom of the horizontal ribs of each hollow brick in the bottom layer. The bottom sections of multiple third ribs are brought into contact with the second rib, and the side sections of the multiple third ribs are passed through the first through groove; the side sections are disposed at both ends of the bottom section; The third rib is anchored to the second anchor, and the bottom section of the multiple third ribs supports the second rib; The initial horizontal wall module is erected to obtain a wall module, which is perpendicular to the horizontal assembly platform.

23. The construction method of the wall module according to claim 22, characterized in that, The step of passing the second rib through the second through groove at the bottommost point and contacting the bottom of the transverse ribs of each of the hollow bricks at the bottommost point includes: At least two of the second reinforcing bars are respectively engaged in at least two first slots at the bottom of the initial wall module; the first slots are located on the lower surface of the hollow brick, intersect with the first through groove, and are located in the second through groove; At least two of the second reinforcing bars are respectively engaged in at least two of the first slots at the top of the initial wall module.

24. The construction method of the wall module according to claim 23, characterized in that, Anchoring the third reinforcement to the second anchor, with the bottom sections of multiple third reinforcements supporting the second reinforcement, and before erecting the horizontal initial wall module to obtain the wall module, the process further includes: The connector is inserted into the first through slot from the top of the initial wall module, such that at least two of the second ribs at the top of the initial wall module are correspondingly engaged in the third through slot of the connector; the connector includes a connected main body and at least one set of gripper assemblies; the main body includes a second part and a first part and a third part located at both ends of the second part, and two third through slots are symmetrically provided on the third part; the gripper parts of the set of gripper assemblies are arranged at intervals along the extension direction of the second part; The fourth rib is inserted into each gripper part of the gripper assembly.

25. A method for constructing a wall, characterized in that, For the wall as described in any one of claims 15-21, comprising: Transport at least two wall modules as described in any one of claims 1-14 to the construction site; At least one of the wall modules is hoisted above at least one other wall module, and the fourth rib portion of the top of the lower wall module is inserted into the corresponding first through slot of the upper wall module. At least two second ribs at the bottom of the upper wall module are engaged in the step of the connector. The connector is located on the top of the lower wall module, and the fourth rib is engaged in the gripper assembly of the connector. At least two second ribs at the top of the lower wall module are respectively engaged in the third through slot of the connector, and the fourth rib portion is inserted into the first through slot of the lower wall module.

26. The wall construction method according to claim 25, characterized in that, After hoisting at least one of the wall modules above at least one other wall module, inserting the fourth rib portion of the top of the lower wall module into the corresponding first through groove of the upper wall module, and securing at least two second ribs at the bottom of the upper wall module into the step of the connector, the process further includes: Construct a structural column at the corner of two adjacent wall modules, extend at least a portion of the first reinforcing bar of the two adjacent wall modules into the structural column, and fix the first reinforcing bars at corresponding positions of the two adjacent wall modules together. The floor decking is laid on top of the wall modules and the structural columns.

27. The construction method for the wall according to claim 26, characterized in that, After transporting at least two wall modules as described in any one of claims 1-14 to the construction site, and hoisting at least one of the wall modules above at least another wall module, inserting the fourth rib portion of the top of the lower wall module into the corresponding first through groove of the upper wall module, and before engaging at least two second ribs at the bottom of the upper wall module into the step of the connector, the method further includes: Pre-embed connectors and a portion of the fourth reinforcing bar within the foundation; The wall module with the connector at the top is hoisted onto the foundation, another part of the fourth rib is inserted into the first through groove of the wall module, and at least two second ribs at the bottom of the wall module are engaged in the step of the connector.

28. The construction method for the wall according to claim 27, characterized in that, After the floor decking is laid on top of the wall module and the structural column, the process also includes: Concrete is poured onto the floor deck; the concrete fills the first and second through grooves of the wall module and the structural column, while covering the floor deck.

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