Locking tendon sleeve shear wall structure, modular house and construction method thereof

Abstract

The application provides a lock muscle sleeve shear wall structure, a modular house and a construction method thereof, and relates to the technical field of house building. The lock muscle sleeve shear wall structure comprises a left lock muscle assembly, a right lock muscle assembly and a muscle penetrating assembly. One end of the left lock muscle assembly is anchored in the left side plate, and the other end protrudes outward from the left side plate and forms a left muscle penetrating hole between the left side plate. One end of the right lock muscle assembly is anchored in the right side plate, and the other end protrudes outward from the right side plate and forms a right muscle penetrating hole between the right side plate. The muscle penetrating channel is provided with the muscle penetrating assembly. The bending stiffness of the muscle penetrating assembly is compared with the bending stiffness of the left lock muscle assembly and the right lock muscle assembly. The muscle penetrating assembly meets the requirement that the muscle penetrating assembly automatically applies a tension force to the left side plate and the right side plate through the left lock muscle assembly and the right lock muscle assembly during the movement and positioning of the left side plate and the right side plate, and is in a locked state. The lock muscle sleeve shear wall structure provided by the application can ensure the integrity of the house, avoid damage to the decoration surface caused by the penetration of the tension screw rod through the side plate, and solve the problem of uncontrollable sealing quality in the later stage.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, and in particular to a lock-reinforced shear wall structure, modular housing, and its construction method. Background Technology

[0002] Modular building technology, as an important development direction of building industrialization, has received widespread attention and application both domestically and internationally in recent years. This technology breaks down buildings into standardized, modular functional units, completes the integrated prefabrication of structure, enclosure, electromechanical equipment, and interior decoration in the factory, and then transports them to the construction site for rapid hoisting and assembly.

[0003] High-rise modular houses generally employ shear wall or frame-shear wall structures. When the side panels of adjacent modules are needed as formwork for part or all of the cast-in-place shear wall, since the side panels belong to two different modules, tie rods must be installed between the two adjacent side panels before pouring concrete on-site to prevent bulging or damage under the lateral pressure of the concrete. In traditional cast-in-place shear wall construction, tie rods are typically used to pass through the side panels to resist the lateral pressure of the concrete and prevent the formwork from bulging or being damaged. However, since the interior of modular houses is finished in the factory, this method, when applied to modular house structures, is less suitable. Figure 1 As shown, at least one module has a hole through the side wall at the tie rod location, thus compromising the integrity of the house decoration. Summary of the Invention

[0004] The purpose of this invention is to provide a shear wall structure with locking tie rods that ensures the integrity of the building and avoids problems such as damage to the finished surface and uncontrollable sealing quality caused by tie rods penetrating the side panels. Additionally, this invention provides a modular house including the aforementioned shear wall structure with locking tie rods, and a construction method for a modular house using the aforementioned shear wall structure with locking tie rods or the aforementioned modular house.

[0005] To achieve the above objectives, the present invention provides the following technical solution: In a first aspect, the present invention provides a locking-rib shear wall structure, including a left side plate and a right side plate arranged relatively parallel to each other and located in adjacent modular houses, and also including a left locking-rib assembly, a right locking-rib assembly and a through-rib assembly; One end of the left locking rib assembly is anchored inside the left side plate, and the other end protrudes outward from the left side plate to form a left through rib hole with the left side plate; One end of the right locking rib assembly is anchored inside the right side plate, and the other end protrudes outward from the right side plate to form a right through-rib hole with the right side plate. The right through-rib hole and the left through-rib hole form a through-rib channel. The through-rib channel is provided with the through-rib assembly. The bending stiffness of the through-rib assembly is such that, compared with the bending stiffness of the left locking rib assembly and the right locking rib assembly, the through-rib assembly automatically applies tension force to the left side plate and the right side plate and is in a locked state during the movement and positioning of the left side plate and the right side plate. In the locked state, the reinforcing bar assembly is clamped within the reinforcing bar channel.

[0006] In an optional embodiment, the left locking rib assembly includes an upper locking rib sleeve, and the right locking rib assembly includes a lower locking rib sleeve. The upper locking rib sleeve is anchored to the center of one end of the left side plate, which is higher than the center of one end of the lower locking rib sleeve. The reinforcing bar assembly includes horizontal reinforcing bars, which are horizontally inserted into the left reinforcing bar hole corresponding to the upper locking reinforcing bar sleeve and the right reinforcing bar hole corresponding to the lower locking reinforcing bar sleeve.

[0007] In an optional implementation, a left diagonal brace and a right diagonal brace are also included; One end of the left diagonal tie rod is anchored inside the left side plate, and the other end extends obliquely upward from the left side plate toward the right side plate; One end of the right diagonal tie rod is anchored inside the right side plate, and the other end extends diagonally downward from the right side plate toward the left side plate and connects with the left diagonal tie rod.

[0008] In an optional embodiment, the left diagonal brace and the right diagonal brace are distributed at least one of the following locations on the left and right sides of the left and right sides: the upper part in the vertical direction, the lower part in the vertical direction, the front part in the horizontal direction, and the rear part in the horizontal direction.

[0009] In an optional embodiment, the left locking rib assembly includes a first locking rib sleeve, and the right locking rib assembly includes a second locking rib sleeve; The reinforcing bar assembly includes vertical reinforcing bars, which are vertically inserted between the left reinforcing bar hole corresponding to the first locking reinforcing bar sleeve and the right reinforcing bar hole corresponding to the second locking reinforcing bar sleeve.

[0010] Secondly, the present invention provides a modular house, including a first modular house, a second modular house, and a locking shear wall structure as described in any of the foregoing embodiments, wherein the first modular house and the second modular house are arranged adjacent to each other, the left side plate is disposed in the first modular house, and the right side plate is disposed in the second modular house.

[0011] Thirdly, the present invention provides a modular housing construction method, employing a lock-reinforced shear wall structure as described in any of the foregoing embodiments, or employing a modular housing as described in the foregoing embodiments, comprising: One end of the left locking rib assembly is prefabricated in the left side plate, and one end of the right locking rib assembly is prefabricated in the right side plate; Hoist the first modular house with the left side plate and position the first modular house on the mounting surface; The second modular house with the right side plate is hoisted to a predetermined position in the air and the reinforcing bar assembly is passed through the left reinforcing bar hole and the right reinforcing bar hole; Position the second modular house on the installation surface and, during the positioning process, tighten the left locking rib assembly and the right locking rib assembly with the through-rib assembly.

[0012] In an optional embodiment, when the left locking rib assembly includes an upper locking rib sleeve, the right locking rib assembly includes a lower locking rib sleeve, and the through rib assembly includes a horizontal rib, the design horizontal clearance between the left side plate and the right side plate is set as a first distance. The second modular house with the right side plate is hoisted to a preset position in the air, specifically including: letting the second modular house fall along a vertical plane at a horizontal distance from the first modular house not greater than the first distance, until the lower locking rib sleeve and the corresponding upper locking rib sleeve form an overlapping area in the horizontal direction sufficient for the horizontal rib to pass through.

[0013] In an optional implementation, the second modular house is positioned on the mounting surface, specifically including: The second module house continues to fall, while the distance between the first module house and the second module house is adjusted to the first distance. As the second module house falls, the upper locking sleeve and the lower locking sleeve gradually deform under the action of tension. After the second module house is in place on the mounting surface, the upper locking sleeve and the lower locking sleeve complete all deformation.

[0014] In an optional embodiment, the left side plate is pre-embedded with a left diagonal tie rod, and the right side plate is pre-embedded with a right diagonal tie rod. After the second modular house is positioned on the installation surface, the method further includes: Connect the left diagonal brace and the right diagonal brace.

[0015] In an optional implementation, when the left locking rib assembly includes a rigid first locking rib sleeve, the right locking rib assembly includes a rigid second locking rib sleeve, and the through-rib assembly includes vertical ribs, the second modular house with the right side plate is hoisted to a preset position in the air, specifically including: During the descent of the second module house, the distance between the second module house and the first module house is such that the first locking sleeve and the second locking sleeve do not collide. When the distance between the second modular house and the mounting surface is less than the center distance between the upper and lower rows of the first locking rib sleeves, the second modular house is moved horizontally toward the first modular house until the first locking rib sleeve and the corresponding second locking rib sleeve form an overlapping area in the vertical direction sufficient for the vertical rib to pass through.

[0016] In an optional implementation, when the left locking rib assembly includes a first locking rib sleeve, the right locking rib assembly includes a second locking rib sleeve, and the through rib assembly includes a vertical rib, the design horizontal clearance between the left side plate and the right side plate is set to a first distance, and at least one of the first locking rib sleeve and the right locking rib assembly is a flexible component. The second modular house with the right side plate is hoisted to a preset position in the air, specifically including: letting the second modular house fall along a vertical plane that is horizontally less than the first distance from the first modular house until the distance between the second modular house and the mounting surface is less than the center distance between the upper and lower rows of the first locking rib sleeves.

[0017] In an optional implementation, the second modular house is positioned on the mounting surface, specifically including: Continue lowering the second module house, and simultaneously move the second module house horizontally away from the first module house, so that the distance between the first module house and the second module house is equal to the designed horizontal clearance.

[0018] The lock-rib shear wall structure, modular house, and construction method provided by this invention can produce the following beneficial effects: The first aspect of this invention provides a locking-rib shear wall structure that eliminates the drawbacks of traditional tie rods that need to penetrate the entire thickness of the side panel, ultimately leaving permanent holes. Through a separate force transmission structure of anchored locking ribs and external through-rib components, it achieves non-penetrating transmission of formwork tension, ensuring the integrity of the building and avoiding problems such as surface damage and uncontrollable sealing quality caused by tie rods penetrating the side panel. Furthermore, the bending stiffness of the through-rib components, compared to the left and right locking rib components, is sufficient to automatically apply tension to the left and right side panels under gravity during their movement and positioning, maintaining a locked state without the need for other auxiliary equipment, simplifying construction procedures and improving construction efficiency.

[0019] The modular house provided by the second aspect of the present invention has the locking-rib shear wall structure provided by the first aspect of the present invention, and thus has all the beneficial effects of the locking-rib shear wall structure provided by the first aspect of the present invention.

[0020] The modular housing construction method provided in the third aspect of this invention, by employing a locking-rib shear wall structure, effectively resists the lateral pressure during concrete pouring without penetrating the left and right side panels, thus completely avoiding the problem of leaving through holes in the module side walls in the traditional tie rod process. Simultaneously, by utilizing the relative displacement of the second modular housing during hoisting, the reinforcing bar assembly automatically tensions the left and right locking rib assemblies, achieving reliable force transmission through the deformation and mechanical engagement of the locking rib sleeves. This method combines the triple technical benefits of high construction efficiency, structural reliability, and building integrity. Attached Figure Description

[0021] To more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of the present invention. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.

[0022] Figure 1 This is a vertical cross-sectional view of a lock-reinforced shear wall structure in the prior art; Figure 2 Vertical section of the first type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 1 ; Figure 3 Vertical section of the first type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 2 ; Figure 4 Vertical section of the first type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 3 ; Figure 5 This is a design principle diagram of the first type of lock-reinforced shear wall structure provided in an embodiment of the present invention; Figure 6 Vertical section of the second type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 1 ; Figure 7 Vertical section of the second type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 2 ; Figure 8 Vertical section of the second type of locked-rib shear wall structure provided in the embodiments of the present invention Figure 3 ; Figure 9 This is a design principle diagram of a second type of lock-reinforced shear wall structure provided in an embodiment of the present invention; Figure 10 A horizontal cross-sectional view of the third type of lock-rib shear wall structure provided in this embodiment of the invention; Figure 11 The horizontal cross-section of the fourth type of lock-rein shear wall structure provided in the embodiments of the present invention Figure 1 ; Figure 12 The horizontal cross-section of the fourth type of lock-rein shear wall structure provided in the embodiments of the present invention Figure 2 .

[0023] Icons: 1-Left side panel; 2-Right side panel; 3-Left locking rib assembly; 31-Upper locking rib sleeve; 32-First locking rib sleeve; 4-Right locking rib assembly; 41-Lower locking rib sleeve; 42-Second locking rib sleeve; 5-Through rib assembly; 51-Horizontal rib; 52-Vertical rib; 6-Left through rib hole; 7-Right through rib hole; 8-Left diagonal tie rod; 9-Right diagonal tie rod. Detailed Implementation

[0024] The technical solution of the present invention will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0025] In the description of this invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing the invention and for simplifying the description, and do not indicate or imply that the device or element 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 the invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0026] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" 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 mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0027] The specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0028] A first aspect of the present invention provides a shear wall structure with locking reinforcement sleeves, such as... Figures 2 to 9As shown, it includes a left side panel 1 and a right side panel 2 that are arranged relatively parallel to each other and located in adjacent modular houses, and also includes a left locking rib assembly 3, a right locking rib assembly 4 and a through rib assembly 5; One end of the left locking rib assembly 3 is anchored inside the left side plate 1, and the other end protrudes outward from the left side plate 1 and forms a left through rib hole 6 between the left side plate 1 and the left side plate 1; One end of the right locking rib assembly 4 is anchored inside the right side plate 2, and the other end protrudes outward from the right side plate 2 and forms a right through rib hole 7 between the right side plate 2 and the right through rib hole 7 and the left through rib hole 6 form a through rib channel. The reinforcing channel is provided with a reinforcing component 5. The bending stiffness of the reinforcing component 5 is higher than that of the left locking component 3 and the right locking component 4. The reinforcing component 5 automatically applies tension force to the left side plate 1 and the right side plate 2 through the left locking component 3 and the right locking component 4 and is in a locked state during the movement and positioning of the left side plate 1 and the right side plate 2. In the locked state, the reinforcing bar assembly 5 is clamped in the reinforcing bar channel, that is, the reinforcing bar assembly 5 is clamped between the right locking reinforcing bar assembly 4 and the reinforcing bar assembly 5.

[0029] In the aforementioned lock-rib shear wall structure, the left lock-rib assembly 3 and the right lock-rib assembly 4 are respectively anchored in the side panels of their respective modular houses. Only the outwardly protruding sections participate in the mechanical connection, eliminating the need to leave permanent holes in the side panels. By setting the through-rib assembly 5, the left lock-rib assembly 3, and the right lock-rib assembly 4, the traction effect on adjacent modular houses is achieved. This not only ensures the stability of the side panels when pouring concrete but also guarantees the integrity of the house decoration, significantly improving the assembly quality, decoration completion, and building performance of the modular houses.

[0030] In particular, the bending stiffness of the through-bar assembly 5 is higher than that of the left locking bar assembly 3 and the right locking bar assembly 4. This ensures that the through-bar assembly 5 automatically applies tension force to the left side plate 1 and the right side plate 2 under the action of gravity during the movement and positioning of the left side plate 1 and the right side plate 2, and locks them in place. This eliminates the need for other auxiliary equipment to apply the tension force, simplifying the construction process and improving construction efficiency.

[0031] It should be noted that the "left" in the left locking rib assembly 3 and the "right" in the right locking rib assembly 4 are not intended to limit the left locking rib assembly 3 to always being on the left and the right locking rib assembly 4 to the right from any viewing angle. Rather, they are distinctions made in the names to facilitate differentiation between the two locking rib assemblies. From different viewing angles, the left locking rib assembly 3 may be on the right and the right locking rib assembly 4 on the left. This is for ease of description. Figures 2 to 12 Both are shown with the left locking rib assembly 3 on the left and the right locking rib assembly 4 on the right.

[0032] Specifically, when the axial length between the fulcrums of the locking rib assembly corresponding to the through-rib assembly 5 is relatively long, the bending stiffness of the through-rib assembly 5 is greater than that of the left locking rib assembly 3 and the right locking rib assembly 4, so that during the movement and positioning process, the through-rib assembly 5 can tighten the left locking rib assembly 3 and the right locking rib assembly 4 by changing the shape of the left locking rib assembly 3 and the right locking rib assembly 4.

[0033] Of course, when the axial length between the support points of the locking rib assembly corresponding to the through rib assembly 5 is small, the bending stiffness of the through rib assembly 5 can be slightly less than the bending stiffness of the left locking rib assembly 3 and the right locking rib assembly 4. At this time, since the linear stiffness of the through rib assembly 5 is large, it can also meet the requirement of tightening the left locking rib assembly 3 and the right locking rib assembly 4.

[0034] In alternative implementations, such as Figures 2 to 4 As shown, the left locking rib assembly 3 includes an upper locking rib sleeve 31. One end of the upper locking rib sleeve 31 is embedded in the left side plate 1, and the other end protrudes from the outer surface of the left side plate 1 and forms a left through-rib hole 6 with a rectangular, trapezoidal, semi-circular or other shaped cross section between the left side plate 1 and the left through-rib hole 6. The axis of the left through-rib hole 6 is parallel to the horizontal direction.

[0035] The right locking rib assembly 4 includes a lower locking rib sleeve 41. One end of the lower locking rib sleeve 41 is pre-embedded and anchored in the right side plate 2, and the other end extends from the outer surface of the right side plate 2, forming a right through-rib hole 7 between it and the right side plate 2. Figure 4 As shown, the cross-sectional shape of the right through-hole 7 is the same as that of the left through-hole 6 and the orientation of the left through-hole 6 is opposite. The lower locking sleeve 41 is anchored at the center O' of one end of the right side plate 2, which is lower than the center O of the upper locking sleeve 31 anchored at one end of the left side plate 1.

[0036] Of course, the shapes of the right reinforcing bar hole 7 and the left reinforcing bar hole 6 can also be different. For example, the upper locking bar sleeve 31 can be made of rigid components (such as trapezoidal reinforcing bars), and the lower locking bar sleeve 41 can be made of flexible components (such as curved steel wire ropes), or vice versa.

[0037] The reinforcing bar assembly 5 includes a rigid horizontal reinforcing bar 51, which passes through the left reinforcing bar hole 6 and the right reinforcing bar hole 7.

[0038] In the above embodiment, since the center O' of the lower locking rib sleeve 41 anchored to one end of the right side plate 2 is lower than the center O of the upper locking rib sleeve 31 anchored to one end of the left side plate 1, such as Figure 2 As shown, when lowering the right side plate 2, the matching upper locking rib sleeve 31 and lower locking rib sleeve 41 can be aligned horizontally first, such as... Figure 3As shown, after the horizontal reinforcing bar 51 is passed through the left through-hole 6 and the right through-hole 7, the horizontal distance between the two modular houses is adjusted to be equal to the designed horizontal clearance. Then, the right side plate 2 is lowered. As the right side plate 2 moves down, the horizontal reinforcing bar 51 can gradually tension the upper locking sleeve 31 and the lower locking sleeve 41. When the right side plate 2 is in place, the upper locking sleeve 31 and the lower locking sleeve 41 are just in a taut state. The above design facilitates the use of gravity to tighten the upper locking sleeve 31 and the lower locking sleeve 41, which is convenient for construction operations. It basically does not require the use of auxiliary tools such as hand hoists or jacks to adjust the tension of the upper locking sleeve 31 and the lower locking sleeve 41, thus improving construction efficiency.

[0039] In the above embodiment, since the horizontal reinforcing bar 51 horizontally penetrates the upper locking sleeve 31 and the lower locking sleeve 41, therefore... Figure 3 As shown, when the upper locking sleeve 31 and the lower locking sleeve 41 are aligned left and right, the upper locking sleeve 31 and the lower locking sleeve 41 are staggered along the horizontal direction parallel to the left side plate 1 so that the horizontal rib 51 can pass through the upper locking sleeve 31 and the lower locking sleeve 41 in sequence.

[0040] It should be noted that, Figures 2 to 4 The display only shows the distribution of the upper locking rib sleeve 31 and the lower locking rib sleeve 41 in a certain vertical section of the left side plate 1 and the right side plate 2, and does not mean that there is only one pair of matching upper locking rib sleeve 31 and lower locking rib sleeve 41 in the horizontal direction. Preferably, the left side plate 1 is provided with multiple rows of upper locking rib sleeves 31, each upper locking rib sleeve 31 in each row is spaced apart in the vertical direction, and each row of upper locking rib sleeves 31 is spaced apart in the horizontal direction parallel to the left side plate 1; the right side plate 2 is provided with multiple rows of lower locking rib sleeves 41 with the same number of rows as the upper locking rib sleeves 31, each lower locking rib sleeve 41 in each row is spaced apart in the vertical direction, and each row of lower locking rib sleeves 41 is spaced apart in the horizontal direction parallel to the right side plate 2. In each row of cooperating upper locking rib sleeves 31 and lower locking rib sleeves 41, the locking rib sleeves 31 and lower locking rib sleeves 41 are alternately distributed in the horizontal direction parallel to the left side plate 1, so that the horizontal rib 51 remains horizontal under the joint pull of multiple upper locking rib sleeves 31 and multiple lower locking rib sleeves 41.

[0041] In alternative implementations, such as Figures 2 to 4 As shown, the lock-stitch shear wall structure also includes a pair of left diagonal tie bars 8 and right diagonal tie bars 9; one end of the left diagonal tie bar 8 is anchored in the left side plate 1, and the other end extends diagonally upward from the left side plate 1 toward the right side plate 2; one end of the right diagonal tie bar 9 is anchored in the right side plate 2, and the other end extends diagonally downward from the right side plate 2 toward the left side plate 1 and connects with the left diagonal tie bar 8.

[0042] The purpose of the aforementioned left diagonal tie rod 8 and right diagonal tie rod 9 is that, after concrete is poured between two adjacent modular houses, the upper locking tie rod sleeve 31 and the lower locking tie rod sleeve 41, under the constraint of the horizontal rib 51, jointly resist the deformation of the left side plate 1 and the right side plate 2. At the same time, the upper locking tie rod sleeve 31 will exert a downward tensile force on the left side plate 1, and the lower locking tie rod sleeve 41 will exert an upward tensile force on the right side plate 2. These two tensile forces are not within the scope of the original design consideration. In the above embodiment, after concrete is poured between two adjacent modular houses, the left diagonal tie rod 8 will exert an upward tensile force on the left side plate 1, and the right diagonal tie rod 9 will exert a downward tensile force on the right side plate 2, achieving internal balance and offsetting the influence of the vertical tensile forces generated by the upper locking tie rod sleeve 31 and the lower locking tie rod sleeve 41 on other structural components used to support the modular houses.

[0043] In optional embodiments, the distribution of the left diagonal tie rod 8 and the right diagonal tie rod 9 can adopt at least one of the following methods, for example: Vertically arranged at the top: the left diagonal tie rod 8 starts from the pre-embedded anchor point in the top area of ​​the left side plate 1 and extends obliquely upward and to the right at a certain angle; correspondingly, the right diagonal tie rod 9 starts from the pre-embedded anchor point in the top area of ​​the right side plate 2 and extends obliquely downward and to the left at the same angle. The two intersect and connect between the left side plate 1 and the right side plate 2 to achieve internal balance of adjacent modular houses. Vertical lower part arrangement: The left diagonal tie rod 8 starts from the anchor point in the bottom area of ​​the left side plate 1, and extends diagonally upward and to the right at a certain angle; the corresponding right diagonal tie rod 9 starts from the anchor point in the bottom area of ​​the right side plate 2, and extends diagonally downward and to the left, and the two meet and connect. Horizontal front / rear arrangement: On the left side plate 1, one end is the front and the other end is the rear. The left diagonal brace 8 and the right diagonal brace 9 can be set at the front end of the left side plate 1 and the right side plate 2 respectively, or at the rear end of the left side plate 1 and the right side plate 2 respectively, or both the front and rear ends can be set.

[0044] Based on the above embodiments, the upper locking sleeve 31 and the lower locking sleeve 41 can be made of components that are relatively easy to deform and have sufficient tensile strength, such as steel bars, steel wire ropes, etc.

[0045] In alternative implementations, such as Figures 10 to 12 As shown, the left locking rib assembly 3 includes a first locking rib sleeve 32. One end of the first locking rib sleeve 32 is pre-embedded and anchored in the left side plate 1, and the other end protrudes outward from the outer side of the left side plate 1 and together with the left side plate 1 to form a left through rib hole 6. The axis of the left through rib hole 6 is parallel to the vertical direction.

[0046] The right locking rib assembly 4 includes a second locking rib sleeve 42. One end of the second locking rib sleeve 42 is anchored inside the right side plate 2, and the other end protrudes outward from the outer side of the right side plate 2 and surrounds the right side plate 2 to form a right through rib hole 7. Its axis is parallel to the vertical direction.

[0047] The reinforcing bar assembly 5 includes a vertical reinforcing bar 52, which passes through the left reinforcing bar hole 6 and the right reinforcing bar hole 7. After construction, the vertical reinforcing bar 52 applies bidirectional tensile stress in the horizontal direction to the left side plate 1 and the right side plate 2 through the first locking sleeve 32 and the second locking sleeve 42, thereby effectively suppressing the bulging and damage of the two side plates caused by lateral pressure during concrete pouring.

[0048] In the above embodiment, the vertical ribs 52, the first locking sleeve 32 and the second locking sleeve 42 work together to apply tension to the left side plate 1 and the right side plate 2, thereby ensuring the stability of the two side plates during the grouting process.

[0049] In the above embodiment, since the vertical rib 52 vertically penetrates the first locking rib sleeve 32 and the second locking rib sleeve 42, therefore... Figure 10 As shown, the first locking sleeve 32 and the second locking sleeve 42 are staggered in the vertical direction so that the vertical rib 52 can pass through the first locking sleeve 32 and the second locking sleeve 42 in sequence.

[0050] It should be noted that, Figures 10 to 12 The display only shows the distribution of the first locking sleeve 32 and the second locking sleeve 42 in a certain horizontal section of the left side plate 1 and the right side plate 2, and does not mean that the cooperating first locking sleeve 32 and second locking sleeve 42 are only provided in a pair in the vertical direction.

[0051] Preferably, the left side plate 1 is provided with multiple rows of first locking sleeves 32, each first locking sleeve 32 in each row is spaced apart along a horizontal direction parallel to the left side plate 1, and each row of first locking sleeves 32 is spaced apart in a vertical direction; the right side plate 2 is provided with multiple rows of second locking sleeves 42 with the same number of rows as the first locking sleeves 32, each second locking sleeve 42 in each row is spaced apart along a horizontal direction parallel to the right side plate 2, and each row of second locking sleeves 42 is spaced apart in a vertical direction, and in each column of cooperating first locking sleeves 32 and second locking sleeves 42, the first locking sleeves 32 and second locking sleeves 42 are alternately distributed in a vertical direction, so that the vertical ribs 52 remain vertical under the joint pull of multiple first locking sleeves 32 and multiple second locking sleeves 42.

[0052] like Figure 10 As shown, the first locking sleeve 32 and the second locking sleeve 42 can be made of rigid components (referring to components that are difficult to restore to their original shape after deformation), such as steel bars; or as... Figure 11 and Figure 12 As shown, at least one of the first locking sleeve 32 and the second locking sleeve 42 is a flexible component (referring to a component that can easily return to its original shape after deformation), such as a steel wire rope. During construction, after deformation, tension is applied to the left side plate 1 and the right side plate 2.

[0053] Based on the above embodiments, the left locking rib assembly 3 may include an upper locking rib sleeve 31, while the right locking rib assembly 4 may include a lower locking rib sleeve 41; or, the left locking rib assembly 3 may include a first locking rib sleeve 32, while the right locking rib assembly 4 may include a second locking rib sleeve 42; or the left locking rib assembly 3 may include both an upper locking rib sleeve 31 and a first locking rib sleeve 32, while the right locking rib assembly 4 may include a lower locking rib sleeve 41 and a second locking rib sleeve 42. In other words, the arrangement of the upper locking rib sleeve 31 and the lower locking rib sleeve 41 does not conflict with the arrangement of the first locking rib sleeve 32 and the second locking rib sleeve 42.

[0054] It should be noted that before threading the reinforcing bars, the cross-section of the threading channel formed by the right threading hole 7 and the left threading hole 6 is large enough to facilitate threading the reinforcing bars. In addition to the rigid first locking sleeve 32 and the second locking sleeve 42, after threading the reinforcing bars, during the movement and positioning of the left side plate 1 and the right side plate 2, the threading assembly 5 tightens the left locking assembly 3 and the right locking assembly 4, causing them to deform. During this process, the threading channel gradually becomes smaller. After positioning, the left side plate 1 and the right side plate 2 are in a locked state. At this time, the threading channel is at its smallest, and the threading assembly 5 is clamped in the threading channel.

[0055] A second aspect of the present invention provides a modular house, which includes a first modular house, a second modular house, and the above-mentioned locking shear wall structure. The first modular house and the second modular house are arranged adjacent to each other, with the left side plate 1 disposed in the first modular house and the right side plate 2 disposed in the second modular house.

[0056] The modular house provided by the second aspect of the present invention has the locking-rib shear wall structure provided by the first aspect of the present invention, and thus has all the beneficial effects of the locking-rib shear wall structure provided by the first aspect of the present invention.

[0057] In an optional implementation, the modular house includes multiple modular houses, and each pair of adjacent modular houses can be regarded as the first modular house and the second modular house. The two modular houses are connected by a left locking rib assembly 3, a right locking rib assembly 4 and a through rib assembly 5.

[0058] A third aspect of the present invention provides a modular housing construction method, wherein the modular housing construction method provided by the third aspect of the present invention employs the above-mentioned locking-reinforced shear wall structure or the above-mentioned modular housing, comprising: One end of the left locking rib assembly 3 is prefabricated in the left side plate 1, and one end of the right locking rib assembly 4 is prefabricated in the right side plate 2; The first modular house with the left side plate 1 is hoisted and positioned on the mounting surface; The second modular house with the right side plate 2 is hoisted to the preset position in the air and the reinforcing bar assembly 5 is passed through the left reinforcing bar hole 6 and the right reinforcing bar hole 7. Position the second module house on the installation surface and, during the positioning process, tighten the left locking assembly 3 and the right locking assembly 4 with the through-rib assembly 5.

[0059] In the aforementioned modular housing construction method, because the left locking rod assembly 3 and the right locking rod assembly 4 are pre-embedded as a whole and do not penetrate the overall structure of the left side panel 1 and the right side panel 2, the permanent holes left by traditional tie rods and the problem of later sealing are avoided, and zero wall repairs can be achieved during the decoration stage. In addition, the tension force applied to the left locking rod assembly 3 and the right locking rod assembly 4 by the through rod assembly 5 is triggered by the weight of the modular house itself, without the need for additional tensioning equipment. The tension force can be adjusted during the hoisting process, which is more convenient, has less resistance, and improves construction efficiency.

[0060] In an optional embodiment, when the left locking rib assembly 3 includes an upper locking rib sleeve 31, the right locking rib assembly 4 includes a lower locking rib sleeve 41, and the through rib assembly 5 includes a horizontal rib 51, the design horizontal clear distance between the left side panel 1 and the right side panel 2 is set as a first distance; the second modular house with the right side panel 2 is hoisted to a preset position in the air, specifically including: like Figure 2 and Figure 3 As shown, the second module house is lifted as a whole by a tower crane or intelligent hoisting system and lowered vertically. During the descent, the horizontal distance between the left side panel 1 of the first module house and the right side panel 2 of the second module house is not greater than the first distance. The spatial relative position of the lower locking rib sleeve 41 and the upper locking rib sleeve 31 is monitored in real time. When the projections of the matching left through rib hole 6 and right through rib hole 7 overlap in the horizontal direction, and the width of the overlapping area in the horizontal direction is not less than the sum of the outer diameter of the horizontal rib 51 and the assembly gap, it is determined that the preset positioning height has been reached and the descent is paused. At this time, the upper locking sleeve 31 and the lower locking sleeve 41 form a horizontally aligned docking channel with the conditions for insertion. The cross-section of the docking channel is parallel to the vertical plane. The horizontal reinforcing bar 51 can smoothly pass into the left through hole 6 and the right through hole 7 without external force correction, and naturally tighten during the subsequent positioning process, so as to realize the active traction and adaptive locking of the modular houses on both sides.

[0061] The above-described implementation method enables the installation of horizontal reinforcing bars 51 during hoisting by limiting the hoisting path, controlling the horizontal distance, and limiting the overlapping area, which significantly reduces the difficulty of on-site installation and facilitates the subsequent pulling deformation of the upper locking sleeve 31 and the lower locking sleeve 41.

[0062] Of course, if necessary, during the descent, the horizontal distance between the left side panel 1 of the first module house and the right side panel 2 of the second module house can be greater than the first distance. After the matching lower locking sleeve 41 and upper locking sleeve 31 are horizontally aligned, the second module house can be moved horizontally to reduce the distance between the second module house and the first module house.

[0063] In an optional implementation, positioning the second modular house on the mounting surface specifically includes: continuing to lower the second modular house, as the second modular house continues to fall, such as... Figure 3 and Figure 4 As shown, and as Figure 7 and Figure 8 As shown, the upper locking sleeve 31 and the lower locking sleeve 41 deform and are gradually tightened. When the second module house is completely placed on the installation surface and leveling and correction are completed, the upper locking sleeve 31 and the lower locking sleeve 41 have just completed all deformation. At this time, the distance between the first module house and the second module house is synchronously adjusted to the first distance.

[0064] The above-described implementation method achieves the pulling deformation of the upper locking sleeve 31 and the lower locking sleeve 41 by the gravity of the second module house. Compared with pulling the second module house after it is completely placed on the installation surface, it is not subject to the frictional resistance of the ground, the pulling force is easier to adjust, and the workload of construction workers and the reliance on auxiliary tools are reduced.

[0065] In the above embodiments, the second module house can fall vertically or fall vertically while simultaneously moving horizontally outward relative to the first module house. When falling vertically, the horizontal distance between the left side panel 1 of the first module house and the right side panel 2 of the second module house is equal to a first distance during the fall. When falling vertically while simultaneously moving horizontally outward relative to the first module house, the horizontal distance between the left side panel 1 of the first module house and the right side panel 2 of the second module house is less than the first distance during the initial fall, and the distance between them is equal to the first distance when the fall is complete.

[0066] In an optional embodiment, the left side plate 1 is pre-embedded with a left diagonal brace 8, and the right side plate 2 is pre-embedded with a right diagonal brace 9. After the second modular house is positioned on the installation surface, the method further includes connecting the left diagonal brace 8 and the right diagonal brace 9.

[0067] The left diagonal tie rod 8 and the right diagonal tie rod 9 can achieve internal balance between two adjacent modular houses and offset the influence of the vertical tension generated by the upper locking tie rod sleeve 31 and the lower locking tie rod sleeve 41 on other structural components used to support the modular houses.

[0068] Specifically, the left diagonal tie rod 8 and the right diagonal tie rod 9 can be connected by welding, or by other connection methods such as binding.

[0069] In an optional embodiment, when the left locking rib assembly 3 includes a rigid first locking rib sleeve 32, the right locking rib assembly 4 includes a rigid second locking rib sleeve 42, and the through rib assembly 5 includes a vertical rib 52, the second modular house with the right side plate 2 is hoisted to a preset position in the air, specifically including: The second module house is lowered by a tower crane or intelligent hoisting system. During the descent, the horizontal clearance between the second module house and the first module house in place is monitored and controlled in real time to ensure that it is always greater than the sum of the maximum outer contour dimensions of the first locking sleeve 32 and the second locking sleeve 42 in the horizontal direction, thereby ensuring that the two do not make physical contact or collision during the entire vertical descent. When the second module house falls to the point where the height of its bottom from the installation surface is less than the vertical center distance between the two adjacent rows of first locking sleeves 32, the vertical fall is paused; at this time, the second module house is moved horizontally toward the first module house until each pair of first locking sleeves 32 and second locking sleeves 42 form an overlapping area on the vertical projection plane, and this overlapping area can be used for the passage of vertical ribs 52.

[0070] The above-described implementation method avoids interference between the first locking sleeve 32 and the second locking sleeve 42 by first lowering it vertically to avoid collision and then aligning it horizontally to form a hole in a phased dynamic control manner, thus ensuring construction safety and structural reliability.

[0071] In the above embodiment, the left through hole 6 formed between the rigid first locking sleeve 32 and the left side plate 1 is triangular, with the outward convex end forming a sharp corner structure; the right through hole 7 formed between the rigid second locking sleeve 42 and the right side plate 2 is triangular, with the outward convex end forming a sharp corner structure, thereby facilitating the limiting of the vertical rib 52.

[0072] Specifically, the first locking sleeve 32 and the second locking sleeve 42 can be made of components such as steel bars that are not easy to restore to their original shape after deformation.

[0073] In an optional embodiment, when the left locking rib assembly 3 includes a first locking rib sleeve 32, the right locking rib assembly 4 includes a second locking rib sleeve 42, and the through rib assembly 5 includes a vertical rib 52, the design horizontal clearance between the left side panel 1 and the right side panel 2 is set as a first distance, and at least one of the first locking rib sleeve 32 and the right locking rib assembly 4 is a flexible component; hoisting the second modular house with the right side panel 2 to a preset position in the air specifically includes: Control the hoisting trajectory of the second module house so that it falls vertically in a vertical plane where the horizontal distance between it and the first module house is less than a first distance; During the descent, the real-time height of the bottom surface of the second module house from the installation surface is continuously monitored. When the height decreases to less than the center distance of 32 between the two adjacent rows of flexible first locking ribs, the descent is paused.

[0074] After the descent is paused, vertical reinforcing bars 52 are inserted into the overlapping area formed by the two locking rings.

[0075] At this time, even if the first locking sleeve 32 and the second locking sleeve 42 collide and deform during the approach process, the deformed locking sleeve can still restore its shape after the two locking sleeves separate. Therefore, after falling, the two locking sleeves can still naturally form an overlapping area of ​​vertical through-channel in the vertical direction.

[0076] The above-described embodiment avoids the stringent positioning requirements for rigid component docking by allowing at least one of the first locking sleeve 32 and the second locking sleeve 42 to deform, significantly reducing the difficulty of alignment during aerial hoisting. Simultaneously, the potential energy accumulated by the flexible deformation can compensate for design errors in the first locking sleeve 32 and the second locking sleeve 42, facilitating the rapid assembly of the modular housing.

[0077] Specifically, the upper locking sleeve 31 and the lower locking sleeve 41 can be made of components that are easy to restore their original shape after deformation, such as steel wire rope.

[0078] Based on the two implementation methods described above, the second module house is positioned on the mounting surface, specifically including: continuing to lower the second module house while simultaneously moving the second module house horizontally away from the first module house until the first locking sleeve 32 and the second locking sleeve 42 are just tensioned. At this time, the distance between the first module house and the second module house is equal to the first distance, and finally the second module house is placed on the ground.

[0079] If the first locking sleeve 32 and the second locking sleeve 42 are not tensioned or have not reached the designed position after the second module house is placed on the ground, the horizontal distance between the first module house and the second module house can be adjusted with the help of a hand hoist or a jack until the designed position is reached.

[0080] In an optional implementation, the modular housing construction method also includes a design step.

[0081] When the upper locking rib sleeve 31 and the lower locking rib sleeve 41 are designed to be the same size, and the upper locking rib sleeve 31 and the protrusion of the left side plate 1 are bent into a trapezoidal shape, and the cross-section of the right through-rib hole 7 formed between the lower locking rib sleeve 41 and the right side plate 2 is trapezoidal, such as Figure 5 As shown, the design steps include: Parameter settings: The net distance between the left side plate 1 and the right side plate 2 is B (B>0), the radius of the upper locking sleeve 31 and the lower locking sleeve 41 is r1 (r1>0), the radius of the horizontal reinforcing bar 51 is r2 (r2>0), the distance between the center of the intersection point of the upper locking sleeve 31 and the outer surface of the left side plate 1 (the distance between the upper anchor point and the lower anchor point of the upper locking sleeve 31) is L1 (L1>0), the distance between the center of the outer end of the upper locking sleeve 31 and the center line between the left side plate 1 and the right side plate 2 is b (b>0), the length of the shorter side of the trapezoid of the upper locking sleeve 31 is shorter than the longer side in the vertical direction by c (c<0 or c=0 or c>0), after the second module house falls by △1 distance, the upper locking sleeve 31 and the lower locking sleeve 41 deform to the limit, the second module house lands and is flush with the first module house.

[0082] Establishing the equation and solving it: Let the following geometric relationships be established: the outward convex length of the upper locking rib sleeve 31 when it is not stretched be L4; the vertical dimension of the outward convex end of the upper locking rib sleeve 31 be L3; the dimension of the long side of the trapezoid of the upper locking rib sleeve 31 be L2; the distance between the upper anchor point and the center point of the horizontal rib 51 after the upper locking rib sleeve 31 is stretched be d1; and the length of the upper locking rib sleeve 31 after stretching, extending obliquely upward from the horizontal rib 51 to the upper anchor point, be L5. (1) (2) (3) but, (4) (5) Similarly, let d2 be the distance between the lower anchor point of the upper locking sleeve 31 after stretching and the center point of the horizontal reinforcing bar 51, and L6 be the length of the upper locking sleeve 31 extending obliquely upward from the horizontal reinforcing bar 51 to the lower anchor point after stretching. Then, (6) (7) Let the line connecting the upper anchor point of the upper locking sleeve 31 after stretching and the center point of the horizontal reinforcing bar 51 be the first straight line; let the line extending obliquely upwards from the horizontal reinforcing bar 51 to the upper anchor point after stretching the upper locking sleeve 31 be the second straight line; let the complementary angle between the first and second straight lines be α; let the line connecting the lower anchor point of the upper locking sleeve 31 after stretching and the center point of the horizontal reinforcing bar 51 be the third straight line; let the line extending obliquely upwards from the horizontal reinforcing bar 51 to the lower anchor point after stretching the upper locking sleeve 31 be the fourth straight line; let the complementary angle between the third and fourth straight lines be β; and let the angle between the first and third straight lines be γ. Then, (8) (9) (10) Let the length of the portion of the upper locking rib sleeve 31 surrounding the horizontal rib 51 be L7, then, (11) Since the total length of the locking rib sleeve remains unchanged before and after deformation, the following equation can be constructed: (12) Substituting equations (4) and (6) into equation (10), and substituting equations (1)~(3), (5), (7), (8)~(11) into equation (12), we obtain an equation about variable △1. From this equation, we can solve for △1.

[0083] The distance Δ2 between the upper anchoring point of the lower locking sleeve 41 anchored to the outer surface of the right side plate 2 and the upper anchoring point of the upper locking sleeve 31 anchored to the left side plate 1 is 2Δ1+L3+c-2(r1+r2). The difference between the upper and lower distances of the lower locking sleeve 41 and the upper locking sleeve 31 satisfies this condition, which ensures that when the second module house is placed on the ground, the lower locking sleeve 41 and the upper locking sleeve 31 will automatically lock the left side plate 1 and the right side plate 2.

[0084] When the upper locking rib sleeve 31 and the lower locking rib sleeve 41 are designed to be the same size, and the upper locking rib sleeve 31 and the protrusion of the left side plate 1 are curved in an arc shape, and the cross-section of the right through-rib hole 7 formed between the lower locking rib sleeve 41 and the right side plate 2 is trapezoidal, such as Figure 9 As shown, the design steps include: Parameter settings: The net distance between the left side plate 1 and the right side plate 2 is B (B>0), the radius of the upper locking sleeve 31 and the lower locking sleeve 41 is r1 (r1>0), the radius of the horizontal reinforcement 51 is r2 (r2>0), the distance between the center of the intersection point of the upper locking sleeve 31 and the outer surface of the left side plate 1 (the distance between the upper anchor point and the lower anchor point of the upper locking sleeve 31) is D (D>0), the length of the upper locking sleeve 31 exposed on the outside of the left side plate 1 is L1 (L1>0), and the farthest point from the outer surface of the left side plate 1 passes through the center line of the cavity formed by the left side plate 1 and the right side plate 2. When the second module house is placed on the ground, the upper locking sleeve 31 and the lower locking sleeve 41 are just in a taut state. At this time, the vertical distance between the center of the horizontal reinforcement 51 and the lower anchor point of the upper locking sleeve 31 is △1 (△1>0, or △1=0, or △1<0).

[0085] Establishing the equation and solving it: Let d1 be the distance between the upper anchor point of the upper locking sleeve 31 and the center point of the horizontal reinforcing bar 51 after stretching; let L2 be the length of the upper locking sleeve 31 extending obliquely upward from the horizontal reinforcing bar 51 to the upper anchor point after stretching; let d2 be the distance between the lower anchor point of the upper locking sleeve 31 and the center point of the horizontal reinforcing bar 51 after stretching; and let L3 be the length of the upper locking sleeve 31 from the horizontal reinforcing bar 51 to the lower anchor point after stretching. Then... (12) (13) (14) (15) Let the line connecting the upper anchor point of the upper locking sleeve 31 after stretching and the center point of the horizontal reinforcing bar 51 be the first straight line; let the line connecting the upper locking sleeve 31 after stretching and extending obliquely upward from the horizontal reinforcing bar 51 to the upper anchor point be the second straight line; let the complementary angle between the first and second straight lines be α; let the line connecting the lower anchor point of the upper locking sleeve 31 after stretching and the center point of the horizontal reinforcing bar 51 be the third straight line; let the line connecting the upper locking sleeve 31 after stretching and extending from the horizontal reinforcing bar 51 to the lower anchor point be the fourth straight line; let the complementary angle between the third and fourth straight lines be β; let the angle between the first and third straight lines be γ; and let the length of the portion of the upper locking sleeve 31 enclosing the horizontal reinforcing bar 51 be L4. Then… (16) (17) (18) (19) Since the total length of the locking rib sleeve remains unchanged before and after deformation, an equation can be constructed accordingly. (20) Substituting equations (12) and (14) into equation (18), and substituting equations (13), (15), and (19) into equation (20), we obtain an equation for the variable △1. From this equation, we can solve for △1.

[0086] The distance △2 between the center of the lower locking sleeve 41 and the upper anchor point on the outer surface of the right side plate 2 and the upper anchor point between the upper locking sleeve 31 and the left side plate 1 is D-2△1. The difference between the upper and lower distances of the lower locking sleeve 41 and the upper locking sleeve 31 meets this condition, which ensures that when the second module house is placed on the ground, the lower locking sleeve 41 and the upper locking sleeve 31 will automatically lock the left side plate 1 and the right side plate 2.

[0087] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, and not to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features; and these modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A shear wall structure with locking reinforcement, comprising a left side plate (1) and a right side plate (2) arranged relatively parallel to each other and located in adjacent modular houses, characterized in that, It also includes a left locking rib assembly (3), a right locking rib assembly (4), and a through rib assembly (5); One end of the left locking rib assembly (3) is anchored inside the left side plate (1), and the other end protrudes outward from the left side plate (1) and forms a left through rib hole (6) between the left side plate (1). One end of the right locking rib assembly (4) is anchored inside the right side plate (2), and the other end protrudes outward from the right side plate (2) and forms a right through rib hole (7) between it and the right side plate (2). The right through rib hole (7) and the left through rib hole (6) form a through rib channel. The through-rib channel is provided with the through-rib assembly (5). The bending stiffness of the through-rib assembly (5) is greater than that of the left locking rib assembly (3) and the right locking rib assembly (4) than that of the through-rib assembly (5). The through-rib assembly (5) automatically applies tension force to the left side plate (1) and the right side plate (2) and is in a locked state through the left locking rib assembly (3) and the right locking rib assembly (4) during the movement and positioning of the left side plate (1) and the right side plate (2). In the locked state, the reinforcing bar assembly (5) is clamped in the reinforcing bar channel.

2. The shear wall structure with locking reinforcement sleeve according to claim 1, characterized in that, The left locking rib assembly (3) includes an upper locking rib sleeve (31), and the right locking rib assembly (4) includes a lower locking rib sleeve (41). The center of the upper locking rib sleeve (31) is anchored to one end of the left side plate (1) and is higher than the center of the lower locking rib sleeve (41) is anchored to one end of the right side plate (2). The reinforcing bar assembly (5) includes a horizontal reinforcing bar (51), which is horizontally inserted into the left reinforcing bar hole (6) corresponding to the upper locking reinforcing bar sleeve (31) and the right reinforcing bar hole (7) corresponding to the lower locking reinforcing bar sleeve (41).

3. The shear wall structure with locking reinforcement sleeve according to claim 2, characterized in that, It also includes the left diagonal brace (8) and the right diagonal brace (9); One end of the left diagonal tie rod (8) is anchored inside the left side plate (1), and the other end extends obliquely upward from the left side plate (1) toward the right side plate (2); One end of the right diagonal brace (9) is anchored inside the right side plate (2), and the other end extends diagonally downward from the right side plate (2) toward the left side plate (1) and connects with the left diagonal brace (8).

4. The shear wall structure with locking reinforcement sleeve according to claim 3, characterized in that, The left diagonal brace (8) and the right diagonal brace (9) are distributed at least one of the upper part, the lower part, the front part, and the rear part of the left side plate (1) and the right side plate (2) in the vertical direction.

5. The shear wall structure with locking reinforcement sleeve according to claim 1, characterized in that, The left locking rib assembly (3) includes a first locking rib sleeve (32), and the right locking rib assembly (4) includes a second locking rib sleeve (42). The reinforcing bar assembly (5) includes a vertical reinforcing bar (52), which is vertically inserted between the left reinforcing bar hole (6) corresponding to the first locking reinforcing bar sleeve (32) and the right reinforcing bar hole (7) corresponding to the second locking reinforcing bar sleeve (42).

6. A modular house, characterized in that, It includes a first modular house, a second modular house, and a lock-rein shear wall structure as described in any one of claims 1-5. The first modular house and the second modular house are arranged adjacent to each other. The left side plate (1) is arranged in the first modular house, and the right side plate (2) is arranged in the second modular house.

7. A modular housing construction method, characterized in that, The structure employing the lock-reinforced shear wall structure as described in any one of claims 1-5, or the modular housing as described in claim 6, includes: One end of the left locking rib assembly (3) is prefabricated in the left side plate (1), and one end of the right locking rib assembly (4) is prefabricated in the right side plate (2); The first modular house with the left side plate (1) is hoisted and positioned on the mounting surface; The second modular house with the right side plate (2) is hoisted to a preset position in the air and the reinforcing bar assembly (5) is passed through the left reinforcing bar hole (6) and the right reinforcing bar hole (7). Position the second module house on the installation surface and, during the positioning process, tighten the left locking rib assembly (3) and the right locking rib assembly (4) with the through rib assembly (5).

8. The modular housing construction method according to claim 7, characterized in that, When the left locking rib assembly (3) includes an upper locking rib sleeve (31), the right locking rib assembly (4) includes a lower locking rib sleeve (41), and the through rib assembly (5) includes a horizontal rib (51), the design horizontal net distance between the left side plate (1) and the right side plate (2) is set as the first distance. The second modular house with the right side plate (2) is hoisted to a preset position in the air, specifically including: letting the second modular house fall along a vertical plane at a horizontal distance from the first modular house not greater than the first distance, until the lower locking rib sleeve (41) and the corresponding upper locking rib sleeve (31) form an overlapping area in the horizontal direction sufficient for the horizontal rib (51) to pass through.

9. The modular housing construction method according to claim 8, characterized in that, Positioning the second modular housing on the installation surface specifically includes: The second module house continues to fall, while the distance between the first module house and the second module house is adjusted to the first distance. The upper locking sleeve (31) and the lower locking sleeve (41) gradually deform under the action of tension as the second module house falls. After the second module house is in place on the mounting surface, the upper locking sleeve (31) and the lower locking sleeve (41) complete all deformation.

10. The modular housing construction method according to claim 8, characterized in that, The left side plate (1) is pre-embedded with a left diagonal brace (8), and the right side plate (2) is pre-embedded with a right diagonal brace (9). After the second modular house is positioned on the installation surface, it also includes: Connect the left diagonal brace (8) and the right diagonal brace (9).

11. The modular housing construction method according to claim 7, characterized in that, When the left locking rib assembly (3) includes a rigid first locking rib sleeve (32), the right locking rib assembly (4) includes a rigid second locking rib sleeve (42), and the through rib assembly (5) includes a vertical rib (52), the second modular house with the right side plate (2) is hoisted to a preset position in the air, specifically including: During the descent of the second module house, the distance between the second module house and the first module house is such that the first locking sleeve (32) and the second locking sleeve (42) do not collide; When the distance between the second modular house and the mounting surface is less than the center distance between the upper and lower rows of the first locking sleeves (32), the second modular house is moved horizontally toward the first modular house until the first locking sleeve (32) and the corresponding second locking sleeve (42) form an overlapping area in the vertical direction sufficient for the vertical rib (52) to pass through.

12. The modular housing construction method according to claim 7, characterized in that, When the left locking rib assembly (3) includes a first locking rib sleeve (32), the right locking rib assembly (4) includes a second locking rib sleeve (42), and the through rib assembly (5) includes a vertical rib (52), the design horizontal net distance between the left side plate (1) and the right side plate (2) is set as a first distance, and at least one of the first locking rib sleeve (32) and the right locking rib assembly (4) is a flexible component; The second modular house with the right side plate (2) is hoisted to a preset position in the air, specifically including: letting the second modular house fall along a vertical plane that is horizontally less than the first distance from the first modular house until the distance between the second modular house and the mounting surface is less than the center distance between the upper and lower rows of the first locking rib sleeves (32).

13. The modular housing construction method according to claim 11 or 12, characterized in that, Positioning the second modular housing on the installation surface specifically includes: Continue lowering the second module house, and simultaneously move the second module house horizontally away from the first module house, so that the distance between the first module house and the second module house is equal to the designed horizontal clearance.

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