A structure and method for stepless adjustment of thickness of fabricated wall and rapid assembly of inclined roof

Abstract

This invention relates to the field of prefabricated building technology, specifically to a prefabricated wall thickness-adjustable stepless adjustment and sloping roof rapid assembly structure and method. It includes a pair of walls and a sloping roof beam tube, with several wall thickness adjustment mechanisms between the two walls. Each wall thickness adjustment mechanism is equipped with a measuring rod. Several connecting frames are provided between one of the walls and the sloping roof beam tube. The wall thickness adjustment mechanism includes a first anchor plate, a second anchor plate, and an adjustment component. The connecting frames include a fixed end plate, a support rod, and an end tube. This invention, through the wall thickness adjustment mechanism and measuring rod, enables stepless adjustment of the wall thickness, combining coarse and fine adjustments, allowing for precise control of the wall spacing. The connecting frames adapt to the tilt angle of the sloping roof, eliminating the need for repeated hole alignment, simplifying the assembly process, and improving assembly convenience.

Description

Technical Field

[0001] This invention relates to the field of prefabricated building technology in construction engineering, specifically to a prefabricated wall thickness-infinitely adjustable and sloping roof rapid assembly structure and method thereof. Background Technology

[0002] Prefabricated walls, as a new type of prefabricated building component, have been widely used in various construction projects due to their advantages of prefabrication and rapid on-site assembly. Wall thickness needs to be flexibly adapted to different usage requirements such as building insulation, load-bearing capacity, and sound insulation. Stepless thickness adjustment technology allows for precise control of wall spacing, meeting diverse size requirements without replacing the entire component, thus improving assembly flexibility and adaptability. Sloping roof ridges are a common structural form for building roofs. Their effective assembly with prefabricated walls is crucial for ensuring the integrity, stability, and sealing of the building roof. The synergistic application of both represents an important direction for promoting the efficient and diversified development of prefabricated buildings, combining practicality and economy.

[0003] Utility model patent CN222701259U discloses a functional prefabricated wall, which includes a wall body and embedded steel bars. Embedded steel bars are embedded inside the wall body, extending to both sides. Grouting assemblies are provided on both sides of the wall body to ensure that the walls are grouted and cured into a single unit after being joined. This functional prefabricated wall, with its positioning and fixing structure on the wall body and its insertion into ground slots, facilitates left-right joining of the walls. Grouting can be performed through these grouting assemblies. Furthermore, the fixing structure ensures vertical joining and grout curing between the walls, facilitating integrated splicing and fixing after joining. Utility model patent CN221372623U discloses a connection component and structure for walls and sloping roofs. The connection component includes: an outer sealing stop having an angle-adjustable outer sealing surface for the wall and an outer sealing surface for the sloping roof; an inner sealing stop having an angle-adjustable inner sealing surface for the wall and an inner sealing surface for the sloping roof; and a component body including a first fixing plate, a second fixing plate, and a constraint member, wherein the first fixing plate and the second fixing plate are pivotally connected; and the constraint member is disposed between the first fixing plate and the second fixing plate to maintain the pivot angle between them. This connection component and structure for walls and sloping roofs enables rapid connection and sealing of walls and sloping roofs. Furthermore, the connection component has adjustable angles and provides sealing and insulation functions, thus meeting the requirements for fixing sloping roofs with different installation angles and strengths. Since most existing prefabricated walls are designed with a fixed thickness and lack a continuously adjustable structure, the wall spacing can only be adjusted by replacing components of different specifications. This lacks flexibility to adapt to different thickness requirements. Furthermore, when fixing the wall to the sloping ridge beam, the existing connection structure between the wall and the sloping ridge is cumbersome to adjust. It requires pre-adjusting the angle of the connecting components or repeatedly aligning the holes, and it cannot adapt to the tilt angle of the sloping ridge. The assembly process is time-consuming. In view of this, we propose a prefabricated wall thickness stepless adjustment and a rapid assembly structure and method for sloping ridges. Summary of the Invention

[0004] The purpose of this invention is to provide a prefabricated wall thickness-infinitely adjustable and sloping roof rapid assembly structure and method, so as to solve the problems mentioned in the background art.

[0005] To solve the above-mentioned technical problems, one of the objectives of this invention is to provide a prefabricated wall thickness stepless adjustment and sloping ridge quick assembly structure, including a pair of parallel walls and a sloping ridge tube set above the space between the two walls. Several wall thickness adjustment mechanisms are provided between the two walls, and the wall thickness adjustment mechanisms are equipped with measuring rods for measuring the distance between the two walls. Several connecting frames are provided between one of the walls and the sloping ridge tube. The wall thickness adjustment mechanism includes a first anchor plate anchored to the inner surface of one of the walls, a second anchor plate anchored to the inner surface of the other wall, and an adjustment component installed between the first anchor plate and the second anchor plate. The adjustment component can adjust its overall length during adjustment. The connecting frame includes a fixed end plate anchored to the inner surface of the top of the wall, a support rod hinged to the fixed end plate, and an end tube sleeved and installed outside the top of the support rod. A backing plate is hinged above the end tube, and the top surface of the backing plate abuts against and is fixedly connected to the bottom surface of the inclined ridge tube.

[0006] As a further improvement to this technical solution, the adjustment assembly includes a first sleeve installed on the inner surface of the first anchor plate, an adjustment sleeve threaded to the tail end of the first sleeve, a connecting rod limited and installed at the tail end of the adjustment sleeve, and a second sleeve installed on the inner end face of the second anchor plate. The tail end face of the connecting rod is provided with a threaded protrusion, which is threadedly connected to the head end face of the second sleeve. The connecting rod is a replaceable part with various length specifications. In this setup, the adjustment components allow for flexible adjustment of the overall length, and the connecting rods can be replaced with different lengths as needed, providing a basis for coarse adjustment of the wall thickness.

[0007] As a further improvement to this technical solution, both the first and second sleeves are hollow cylindrical structures. The first sleeve has a first convex plate integrally formed at its front end, and the second sleeve has a second convex plate integrally formed at its rear end. The first and second sleeves are respectively installed on the first and second anchor plates by bolts. The axes of the first sleeve, the second sleeve, and the bolts are parallel to each other. In this configuration, the first and second protruding plates allow the first and second sleeves to rotate slightly around the mounting bolts, facilitating axial alignment even when there are minor deviations in the pre-embedded positions.

[0008] As a further improvement to this technical solution, the first sleeve has an adjustment hole with a threaded hole structure at its first end. A locking bolt is threadedly connected to the outer surface of the first sleeve. The adjustment sleeve has a threaded column structure and is screwed into the adjustment hole. A sleeve cavity is opened on the first end face of the adjustment sleeve. A limiting bolt is fitted at the bottom of the sleeve cavity. The threaded end of the limiting bolt is threadedly connected to the first end of the connecting rod. A hexagonal prism rotating end seat is provided at the tail end of the adjustment sleeve. A groove is opened on the tail end face of the rotating end seat. The first end of the connecting rod extends into the groove and rotates with the rotating end seat. A hexagonal prism rotating end seat is provided at the outer periphery of the tail end of the connecting rod. In this configuration, the adjusting sleeve can be threaded in and out of the adjusting hole to achieve fine-tuning of its length. The limiting bolt can restrict the relative position of the adjusting sleeve and the connecting rod and ensure rotational engagement. The hexagonal prism structure of the rotating end seat and the rotary end seat facilitates screwing operations with the aid of tools.

[0009] As a further improvement to this technical solution, a protruding tube is fixed at the outer end face of the second anchor plate, the inner cavity of the protruding tube penetrates the second anchor plate, the end of the protruding tube is flush with the outer end face of the wall, a measuring scale line is engraved on the outer surface of the measuring rod, and the head end of the measuring rod extends from the protruding tube into the space formed by the two walls. In this setup, the convex tube guides the measuring rod, allowing it to be precisely inserted between the two walls. The scale lines on the measuring rod provide a clear view of the real-time distance between the two walls, offering a precise reference for thickness adjustment.

[0010] As a further improvement to this technical solution, a horizontal plate is provided on the end face of the fixed end plate away from the wall, and a first hinge plate is provided at the top edge of the tail end of the horizontal plate. The first hinge plate is used to install the bottom of the support rod. In this configuration, the horizontal plate can extend the installation space of the fixed end plate, and the first hinge plate can provide a stable hinge installation point for the bottom of the support rod, ensuring the installation stability of the support rod.

[0011] As a further improvement to this technical solution, a sleeve is fitted and fixed to the bottom end of the support rod, a bottom end seat is fixed to the bottom end of the sleeve, and a first hinge seat is provided at the bottom end of the bottom end seat. The first hinge seat is hinged to the first hinge plate. The support rod is a replaceable part with multiple length dimensions. In this configuration, the sleeve and bottom seat can enhance the structural strength of the bottom of the support rod, the first hinge seat can realize the flexible hinge connection between the support rod and the first hinge plate, and the support rod can be replaced with different lengths to adapt to different vertical spacing between the inclined ridge tube and the wall.

[0012] As a further improvement to this technical solution, a top seat is fixed at the top of the end tube, a second hinge seat is provided at the top of the top seat, a second hinge plate is fixed at the bottom end of the abutment plate, the second hinge plate is hinged to the second hinge seat, and the end tube is sleeved outside the top of the support rod and tightly welded to the support rod. In this configuration, the top seat and the second hinge seat can achieve flexible hinge connection between the abutment plate and the end tube, allowing the abutment plate to adapt to the tilt angle of the inclined ridge tube. The welding and fixing of the end tube and the support rod can ensure the overall structural strength of the connecting frame.

[0013] As a further improvement to this technical solution, several pre-embedded bars are fixed on the end face of the first anchor plate attached to the wall, the end face of the second anchor plate attached to the wall, and the end face of the fixed end plate attached to the wall. The pre-embedded bars are embedded in the wall. In this configuration, the pre-embedded reinforcing bars enhance the connection strength between the first anchor plate, the second anchor plate, and the fixed end plate and the wall, preventing loosening during assembly. The second objective of this invention is to provide a method for stepless adjustment of prefabricated wall thickness and rapid assembly of sloping roof ridges. Based on the aforementioned structure for stepless adjustment of prefabricated wall thickness and rapid assembly of sloping roof ridges, the method includes the following steps: S1. During the prefabrication construction stage, the embedded bars are pre-fixed to the first anchor plate, the second anchor plate and the fixed end plate respectively. Then, the first anchor plate and the second anchor plate are respectively anchored to the inner surface of the two walls, and the fixed end plate is anchored to the top inner surface of the wall. S2. According to the preset wall thickness requirements, select the corresponding length and specifications of the connecting rod, pre-assemble the adjustment component of the wall thickness adjustment mechanism, screw the adjusting sleeve into the adjustment hole of the first sleeve, and install the limiting bolt from the bottom of the sleeve cavity of the adjusting sleeve and thread it with the selected connecting rod head end, so that the head end of the connecting rod is rotated and installed in the groove of the adjusting sleeve, thus completing the overall pre-assembly of the adjustment component. S3. Place the pre-assembled adjustment assembly between the first anchor plate and the second anchor plate, so that the first and second sleeves are respectively attached to the inner end faces of the first and second anchor plates. Utilize the movable allowance of the first and second convex plates to make slight adjustments by rotating the first and second sleeves around the mounting bolts. After axial alignment is completed, screw in the mounting bolts for initial positioning and fixation. S4. Insert the measuring rod from the inner cavity of the protruding tube on the second anchor plate into the space between the two walls, so that the first end of the measuring rod abuts against the surface of the first anchor plate. Obtain the real-time distance between the two walls by reading the exposed scale of the measuring rod. S5. Use a tool to hold the rotating end seat and rotate the adjusting sleeve, so that the adjusting sleeve can move axially along the first sleeve to achieve fine adjustment of the overall length of the adjusting assembly. S6. Calibrate the measuring rod according to the scale to ensure that the measurement readings of each group of wall thickness adjustment mechanisms are consistent. After the wall spacing is adjusted to the correct position, tighten the threaded connection between the connecting rod and the second sleeve, and then tighten the locking bolt to lock and position the adjusting sleeve column to complete the stepless adjustment of wall thickness. S7. Based on the vertical distance between the ridge beam tube and the wall, select and match the support rods of corresponding length specifications, and hinge the first hinge seat at the bottom of the support rod to the first hinge plate on the fixed end plate. Then, pre-fit the end tube from top to bottom onto the outside of the top of the support rod. S8. Hinge the second hinge plate at the bottom of the support plate with the second hinge seat on the top seat, adjust the position of the ridge tube so that the top surface of the support plate fits the bottom surface of the ridge tube, and rely on the hinge structure to adapt to the tilt angle of the ridge tube to fix the support plate and the bottom surface of the ridge tube. Then weld the end tube to the support rod to fix it, and complete the rapid assembly of the wall and the ridge tube. Compared with the prior art, the beneficial effects of the present invention are as follows: 1. Through the set adjustment components, replaceable connecting rods and graduated measuring rods, the wall thickness can be infinitely adjusted by combining coarse and fine adjustments, which can accurately control the wall spacing, make the adjustment of multiple adjustment mechanisms consistent, and flexibly adapt to different wall thickness requirements. 2. Through the design of the hinged connecting frame, replaceable support rods, and the adaptive tilt angle abutment structure, the connecting frame can adapt to the tilt angle of the sloping ridge, eliminating the need for repeated alignment of holes, simplifying the assembly process, and improving the ease of assembly. 3. The sleeve structure with lateral protrusions allows the sleeve to rotate around the fixing bolt. When there is a slight deviation in the pre-embedded position of the anchor plate, the axial alignment of the sleeve can be quickly adjusted without secondary processing on site, thus improving the adaptability of the pre-embedded deviation. Attached Figure Description

[0014] Figure 1This is a schematic diagram of the overall structure of the present invention; Figure 2 This is a schematic diagram of the wall thickness adjustment mechanism of the present invention; Figure 3 This is an exploded view of the adjustment component of the present invention; Figure 4 This is a cross-sectional view of the adjustment component of the present invention; Figure 5 This is a schematic diagram of the connecting frame structure of the present invention; Figure 6 This is a schematic diagram of the connecting frame structure of the present invention; Figure 7 This is a schematic diagram of the fixed end plate structure of the present invention; Figure 8 This is an exploded view of the measuring rod of the present invention; Figure 9 This is a schematic diagram of the end tube structure of the present invention; The meanings of the labels in the diagram are as follows: 100. Walls; 200. Sloping spine tube; 300. Wall thickness adjustment mechanism; 310. First anchor plate; 320. Second anchor plate; 321. Protruding tube; 330. Adjustment assembly; 331. First sleeve; 3311. First protruding plate; 3312. Adjustment hole; 3313. Locking bolt; 332. Adjustment sleeve; 3321. Rotating end seat; 3322. Sleeve cavity; 3323. Groove; 3324. Limiting bolt; 333. Connecting rod; 3331. Rotating end seat; 3332. Threaded protruding post; 334. Second sleeve; 3341. Second protruding plate; 400. Measuring rod; 500. Connecting frame; 510. Fixed end plate; 511. Horizontal plate; 512. First hinge plate; 520. Support rod; 521. Sleeve; 5211. Bottom end seat; 5212. First hinge seat; 530. End tube; 531. Top end seat; 5311. Second hinge seat; 532. Abutment plate; 5321. Second hinge plate; 600. Embedded reinforcement bars. Detailed Implementation

[0015] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present invention.

[0016] In this embodiment, as Figures 1-5As shown, this embodiment provides a prefabricated wall thickness stepless adjustment and sloping roof rapid assembly structure, including a pair of walls 100 arranged in parallel, providing a stable load-bearing foundation for the overall structure and ensuring the flatness of subsequent assembly; a sloping roof beam 200 is erected above the two walls 100, enabling effective connection between the walls 100 and the sloping roof, and bearing part of the load-bearing capacity of the sloping roof; several wall thickness adjustment mechanisms 300 are arranged between the two walls 100, which can flexibly adjust the distance between the two walls 100 to adapt to different wall thickness requirements; the wall thickness adjustment mechanism 300 is equipped with a measuring rod 400 to detect the distance between the two walls 100, and can provide real-time feedback of the distance data, providing accurate reference for wall thickness adjustment and avoiding adjustment deviations.

[0017] Specifically, such as Figure 1 , Figure 2 and Figure 7 As shown, the first anchor plate 310 and the second anchor plate 320 are respectively anchored to the inner surfaces of the two walls 100, providing a stable mounting carrier for the adjustment assembly 330 and ensuring that the adjustment assembly 330 can stably perform its adjustment function. The adjustment assembly 330 is installed between the first anchor plate 310 and the second anchor plate 320. The adjustment assembly 330 can adjust its overall length and is the core structure for realizing stepless adjustment of the wall 100 thickness. Several pre-embedded ribs 600 are fixed to the surfaces of both the first anchor plate 310 and the second anchor plate 320. The pre-embedded ribs 600 are embedded in... Inside the wall 100, the connection between the first anchor plate 310, the second anchor plate 320 and the wall 100 is strengthened, preventing loosening or falling off during assembly. The outer end face of the second anchor plate 320 is fixed with a protruding tube 321, the inner cavity of which penetrates the second anchor plate 320. The end of the protruding tube 321 is flush with the outer end face of the wall 100, which can guide the measuring rod 400 and ensure that the measuring rod 400 can be accurately and smoothly inserted between the two walls 100. At the same time, it avoids the protruding tube 321 from protruding and affecting the appearance of the wall 100 and subsequent assembly.

[0018] Specifically, such as Figures 2-4As shown, the adjustment assembly 330 consists of a first sleeve 331, an adjustment sleeve 332, a connecting rod 333, and a second sleeve 334. The first sleeve 331 is installed on the inner surface of the first anchor plate 310, and the second sleeve 334 is installed on the inner end face of the second anchor plate 320. The four components work together to achieve flexible adjustment of the overall length of the adjustment assembly 330. Both the first sleeve 331 and the second sleeve 334 are hollow cylindrical structures, which facilitates assembly and connection with the adjustment sleeve 332 and the connecting rod 333. The first sleeve 331 has a first convex protrusion integrally formed at its first end. The plate 3311 and the second convex plate 3341 integrally formed at the tail end of the second sleeve 334 allow the first sleeve 331 and the second sleeve 334 to rotate slightly around the mounting bolt, which facilitates axial alignment when there is a slight deviation in the pre-embedded position and reduces the assembly difficulty. The first sleeve 331 and the second sleeve 334 are respectively installed on the first anchor plate 310 and the second anchor plate 320 by bolts. The first sleeve 331 and the second sleeve 334 are parallel to the axis of the mounting bolt, which can ensure that the force on the adjustment component 330 is balanced and avoid tilting or jamming during the adjustment process.

[0019] Specifically, such as Figure 3 and Figure 4As shown, the first sleeve 331 has a threaded adjustment hole 3312 at its first end, providing threaded assembly space for the adjustment sleeve 332 and enabling axial expansion and contraction of the adjustment sleeve 332. A locking bolt 3313 is threaded onto the outer surface of the first end of the first sleeve 331, which locks and positions the adjustment sleeve 332 after it is adjusted to the correct position, preventing loosening and ensuring adjustment accuracy. The adjustment sleeve 332 is a threaded column structure screwed into the adjustment hole 3312, allowing axial movement through threaded rotation, thereby adjusting the overall length of the adjustment assembly 330. A cavity 3322 is formed on the first end face of the adjustment sleeve 332, with a limiting bolt 3324 installed at the bottom. The threaded end of the limiting bolt 3324 is threaded to the first end of the connecting rod 333, limiting the relative position of the adjustment sleeve 332 and the connecting rod 333 while ensuring rotational engagement between them. A hexagonal prism rotating end seat 3321 is provided at the tail end of the adjustment sleeve 332. The adjustment sleeve 332 is easy to tighten and hold with tools, reducing the difficulty of operating the adjustment sleeve 332. A groove 3323 is provided on the tail end face of the rotating end seat 3321, and the head end of the connecting rod 333 extends into the groove 3323 and forms a rotational engagement with the rotating end seat 3321. This ensures that the adjusting sleeve 332 rotates without causing the connecting rod 333 to rotate synchronously, guaranteeing smooth adjustment operation. A hexagonal prism-structured rotary end seat 3331 is provided on the outer periphery of the tail end of the connecting rod 333, facilitating the tightening and unscrewing of the connecting rod 332 with tools. 33, to achieve threaded connection and locking with the second sleeve 334; the tail end face of the connecting rod 333 is provided with a threaded protrusion 3332, which is threadedly connected to the head end face of the second sleeve 334, so as to realize the detachable connection between the connecting rod 333 and the second sleeve 334, and facilitate the replacement of connecting rods 333 of different specifications; the connecting rod 333 is set as a replaceable component with various length specifications, which can quickly and roughly adjust the wall spacing of 100 according to the preset wall thickness requirements, thereby improving the adjustment efficiency.

[0020] Specifically, such as Figure 1 and Figure 5 As shown, the outer surface of the measuring rod 400 is engraved with measuring scale lines, which can be read directly to the distance between the walls 100, providing a precise basis for adjustment operations; the head of the measuring rod 400 extends into the space enclosed by the two walls 100 through the protruding tube 321, and the distance between the walls 100 can be read directly by relying on the scale markings. With the guiding effect of the protruding tube 321, the accuracy of the measurement data can be guaranteed, avoiding errors caused by manual measurement.

[0021] In this embodiment, several connecting frames 500 are installed between the wall 100 and the ridge pipe 200 to achieve a stable connection between the wall 100 and the ridge pipe 200 and to transfer the load-bearing capacity of the ridge pipe 200 to the wall 100. The connecting frame 500 includes a fixed end plate 510, a support rod 520 and an end pipe 530. A stop plate 532 is hinged above the end pipe 530. The three components work together to achieve a flexible connection between the connecting frame 500 and the ridge pipe 200 and to adapt to the tilt angle of the ridge pipe 200.

[0022] Specifically, such as Figure 1 and Figures 6-9 As shown, the fixed end plate 510 is anchored to the inner surface of the top of the wall 100, providing a stable installation foundation for the support rod 520 and ensuring the overall stability of the connecting frame 500. A horizontal plate 511 is provided on the end face of the fixed end plate 510 away from the wall 100, extending the installation space of the fixed end plate 510 and providing an installation point for the first hinge plate 512. The first hinge plate 512 is provided at the top edge of the tail end of the horizontal plate 511, providing a hinged installation position for the bottom of the support rod 520, enabling angle adjustment of the support rod 520. A sleeve 521 is fixedly fitted at the bottom of the support rod 520, enhancing the structural strength of the bottom of the support rod 520. To prevent deformation under stress, the bottom end of the sleeve 521 is fixed with a bottom end seat 5211, which increases the contact area between the support rod 520 and the first hinge plate 512, improving the stability of the hinge. The bottom end seat 5211 is provided with a first hinge seat 5212, which forms a hinged fit with the first hinge plate 512, allowing the support rod 520 to rotate around the first hinge plate 512 to adapt to the tilt angle of the inclined beam tube 200. The support rod 520 is set as a replaceable component with various lengths and sizes, and the appropriate specification of the support rod 520 can be selected according to the vertical distance between the inclined beam tube 200 and the wall 100, improving the assembly adaptability.

[0023] Specifically, such as Figure 9 As shown, the end tube 530 is fitted onto the outside of the top end of the support rod 520 and is tightly welded to the support rod 520, ensuring the connection between the end tube 530 and the support rod 520 and improving the overall structural strength of the connecting frame 500; the top end of the end tube 530 is fixed with a top end seat 531, which provides a stable mounting carrier for the second hinge seat 5311; the top end of the top end seat 531 is provided with a second hinge seat 5311, which provides a hinged mounting position for the abutment plate 532, realizing the angle of the abutment plate 532. The abutment plate 532 is fixed to the bottom surface of the abutment plate 532. The second hinge plate 5321 and the second hinge seat 5311 are hinged to each other, allowing the abutment plate 532 to rotate around the second hinge seat 5311, ensuring that the top surface of the abutment plate 532 can be tightly attached to the bottom surface of the inclined ridge tube 200. The top surface of the abutment plate 532 and the bottom surface of the inclined ridge tube 200 abut against each other and are fixedly connected, which can realize the stable connection between the connecting frame 500 and the inclined ridge tube 200, and ensure the installation stability of the inclined ridge tube 200.

[0024] Specifically, such as Figure 7 As shown, several pre-embedded ribs 600 are also fixed on the surface of the fixed end plate 510, which can enhance the connection between the fixed end plate 510 and the wall 100, prevent the fixed end plate 510 from loosening or falling off during the stress process, and ensure the installation stability of the connecting frame 500.

[0025] like Figure 1-9 As shown, this embodiment also provides a method for stepless adjustment of prefabricated wall thickness and rapid assembly of sloping roof ridges. Based on the above-mentioned structure for stepless adjustment of prefabricated wall thickness and rapid assembly of sloping roof ridges, it includes: S1. During the prefabrication construction stage, the embedded bars are pre-fixed to the first anchor plate, the second anchor plate and the fixed end plate respectively. Then, the first anchor plate and the second anchor plate are respectively anchored to the inner surface of the two walls, and the fixed end plate is anchored to the top inner surface of the wall. S2. According to the preset wall thickness requirements, select the corresponding length and specifications of the connecting rod, pre-assemble the adjustment component of the wall thickness adjustment mechanism, screw the adjusting sleeve into the adjustment hole of the first sleeve, and install the limiting bolt from the bottom of the sleeve cavity of the adjusting sleeve and thread it with the selected connecting rod head end, so that the head end of the connecting rod is rotated and installed in the groove of the adjusting sleeve, thus completing the overall pre-assembly of the adjustment component. S3. Place the pre-assembled adjustment assembly between the first anchor plate and the second anchor plate, so that the first and second sleeves are respectively attached to the inner end faces of the first and second anchor plates. Utilize the movable allowance of the first and second convex plates to make slight adjustments by rotating the first and second sleeves around the mounting bolts. After axial alignment is completed, screw in the mounting bolts for initial positioning and fixation. S4. Insert the measuring rod from the inner cavity of the protruding tube on the second anchor plate into the space between the two walls, so that the first end of the measuring rod abuts against the surface of the first anchor plate. Obtain the real-time distance between the two walls by reading the exposed scale of the measuring rod. S5. Use a tool to hold the rotating end seat and rotate the adjusting sleeve, so that the adjusting sleeve can move axially along the first sleeve to achieve fine adjustment of the overall length of the adjusting assembly. S6. Calibrate the measuring rod according to the scale to ensure that the measurement readings of each group of wall thickness adjustment mechanisms are consistent. After the wall spacing is adjusted to the correct position, tighten the threaded connection between the connecting rod and the second sleeve, and then tighten the locking bolt to lock and position the adjusting sleeve column to complete the stepless adjustment of wall thickness. S7. Based on the vertical distance between the ridge beam tube and the wall, select and match the support rods of corresponding length specifications, and hinge the first hinge seat at the bottom of the support rod to the first hinge plate on the fixed end plate. Then, pre-fit the end tube from top to bottom onto the outside of the top of the support rod. S8. Hinge the second hinge plate at the bottom of the support plate with the second hinge seat on the top seat, adjust the position of the ridge tube so that the top surface of the support plate fits the bottom surface of the ridge tube, and rely on the hinge structure to adapt to the tilt angle of the ridge tube to fix the support plate and the bottom surface of the ridge tube. Then weld the end tube to the support rod to fix it, and complete the rapid assembly of the wall and the ridge tube. In the application of the prefabricated wall thickness stepless adjustment and sloping roof rapid assembly structure and method of the present invention, the following steps are taken: First, prefabrication is completed by fixing the embedded reinforcing bars 600 to the first anchor plate 310, the second anchor plate 320, and the fixed end plate 510, and anchoring them to the corresponding positions on the wall 100 to lay the foundation for subsequent assembly; then, a suitable connecting rod 333 is selected according to the preset wall thickness, the adjustment assembly 330 is pre-installed and initially positioned between the two anchor plates, and the spacing is detected by the measuring rod 400, and the adjustment sleeve 33 is rotated. 2. After fine-tuning the thickness of the wall 100, tighten the locking bolt 3313 to fix the adjustment position; then, according to the vertical distance between the ridge beam tube 200 and the wall 100, select a suitable support rod 520, and assemble it with the fixed end plate 510, and fit the end tube 530; finally, hinge the abutment plate 532 with the end tube 530, adjust the position of the ridge beam tube 200 so that the abutment plate 532 fits against its bottom surface and is fixed, weld the end tube 530 and the support rod 520 to complete the overall assembly, and achieve the dual effects of stepless adjustment of the wall 100 thickness and rapid assembly of the ridge beam. The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely preferred examples and are not intended to limit the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claimed invention.

Claims

1. A prefabricated wall thickness-infinitely-adjustable and sloping ridge quick-assembly structure, comprising a pair of parallel walls (100) and a sloping ridge tube (200) positioned above and between the two walls (100), characterized in that: A plurality of wall thickness adjustment mechanisms (300) are provided between the two walls (100), and the wall thickness adjustment mechanism (300) is equipped with a measuring rod (400) for measuring the distance between the two walls (100). A plurality of connecting frames (500) are provided between one of the walls (100) and the inclined ridge tube (200). The wall thickness adjustment mechanism (300) includes a first anchor plate (310) anchored to the inner surface of one of the walls (100), a second anchor plate (320) anchored to the inner surface of the other wall (100), and an adjustment component (330) installed between the first anchor plate (310) and the second anchor plate (320). The adjustment component (330) can adjust its overall length during adjustment. The connecting frame (500) includes a fixed end plate (510) anchored to the inner surface of the top of the wall (100), a support rod (520) hinged to the fixed end plate (510), and an end tube (530) sleeved and installed outside the top of the support rod (520). A stop plate (532) is hinged above the end tube (530), and the top surface of the stop plate (532) abuts against and is fixedly connected to the bottom surface of the ridge tube (200).

2. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 1, characterized in that, The adjustment assembly (330) includes a first sleeve (331) installed on the inner surface of the first anchor plate (310), an adjustment sleeve (332) threaded to the tail end of the first sleeve (331), a connecting rod (333) limited and installed at the tail end of the adjustment sleeve (332), and a second sleeve (334) installed on the inner end face of the second anchor plate (320). The tail end face of the connecting rod (333) is provided with a threaded protrusion (3332), and the threaded protrusion (3332) is threaded to the head end face of the second sleeve (334). The connecting rod (333) is a replaceable part with various length specifications.

3. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 2, characterized in that, The first sleeve (331) and the second sleeve (334) are both hollow cylindrical structures. The first sleeve (331) has a first convex plate (3311) integrally formed at the front end, and the second sleeve (334) has a second convex plate (3341) integrally formed at the rear end. The first sleeve (331) and the second sleeve (334) are respectively installed on the first anchor plate (310) and the second anchor plate (320) by bolts. The axes of the first sleeve (331), the second sleeve (334) and the bolts are parallel to each other.

4. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 2, characterized in that, The first sleeve (331) has an adjustment hole (3312) with a threaded hole structure at its first end. A locking bolt (3313) is threadedly connected to the outer surface of the first sleeve (331). The adjustment sleeve (332) has a threaded column structure and is screwed into the adjustment hole (3312). The first end face of the adjustment sleeve (332) has a sleeve cavity (3322). A limiting bolt (3324) is fitted at the bottom of the sleeve cavity (3322). The end of the threaded rod is threadedly connected to the beginning of the connecting rod (333). The tail end of the adjusting sleeve (332) is provided with a hexagonal prism rotating end seat (3321). The tail end face of the rotating end seat (3321) is provided with a groove (3323). The beginning of the connecting rod (333) extends into the groove (3323) and rotates with the rotating end seat (3321). The outer periphery of the tail end of the connecting rod (333) is provided with a hexagonal prism rotating end seat (3331).

5. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 2, characterized in that, A protruding tube (321) is fixed at the outer end face of the second anchor plate (320). The inner cavity of the protruding tube (321) penetrates the second anchor plate (320). The end of the protruding tube (321) is flush with the outer end face of the wall (100). The outer surface of the measuring rod (400) is engraved with measuring scale lines. The head of the measuring rod (400) extends from the protruding tube (321) into the space formed by the two walls (100).

6. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 1, characterized in that, A horizontal plate (511) is provided on the end face of the fixed end plate (510) away from the wall (100), and a first hinge plate (512) is provided at the top edge of the tail end of the horizontal plate (511). The first hinge plate (512) is used to install the bottom of the support rod (520).

7. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 6, characterized in that, The bottom end of the support rod (520) is fitted with and fixed with a sleeve (521), and the bottom end of the sleeve (521) is fixed with a bottom end seat (5211). The bottom end of the bottom end seat (5211) is provided with a first hinge seat (5212), and the first hinge seat (5212) is hinged to the first hinge plate (512). The support rod (520) is a replaceable part with multiple length dimensions.

8. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 1, characterized in that, The top end of the end tube (530) is fixed with a top end seat (531), and the top end of the top end seat (531) is provided with a second hinge seat (5311). The bottom end face of the abutment plate (532) is fixed with a second hinge plate (5321). The second hinge plate (5321) is hinged to the second hinge seat (5311). The end tube (530) is sleeved on the top end of the support rod (520) and tightly welded to the support rod (520).

9. The prefabricated wall thickness infinitely adjustable and sloping roof rapid assembly structure according to claim 1, characterized in that, The first anchor plate (310) is attached to the end face of the wall (100), the second anchor plate (320) is attached to the end face of the wall (100), and the fixed end plate (510) is attached to the end face of the wall (100). Several pre-embedded bars (600) are fixed thereon, and the pre-embedded bars (600) are embedded in the wall (100).

10. A method for stepless adjustment of prefabricated wall thickness and rapid assembly of sloping roof ridges, based on the prefabricated wall thickness stepless adjustment and rapid assembly of sloping roof ridges structure described in any one of claims 1-9, characterized in that, Includes the following steps: S1. During the prefabrication construction stage, the embedded bars (600) are pre-fixed on the first anchor plate (310), the second anchor plate (320) and the fixed end plate (510), respectively. Then, the first anchor plate (310) and the second anchor plate (320) are respectively anchored to the inner surfaces of the two walls (100), and the fixed end plate (510) is anchored to the top inner surface of the wall (100). S2. According to the preset wall thickness requirement (100), select the corresponding length of connecting rod (333), pre-assemble the adjustment component (330) of the wall thickness adjustment mechanism (300), screw the adjusting sleeve (332) into the adjustment hole (3312) of the first sleeve (331), and install the limiting bolt (3324) from the bottom of the sleeve cavity (3322) of the adjusting sleeve (332) and thread it with the selected connecting rod (333) head end, so that the head end of the connecting rod (333) is rotated and fitted into the groove (3323) of the adjusting sleeve (332), and the adjustment component (330) is pre-assembled as a whole. S3. Place the pre-assembled adjustment assembly (330) between the first anchor plate (310) and the second anchor plate (320), so that the first sleeve (331) and the second sleeve (334) are respectively attached to the inner end face of the first anchor plate (310) and the second anchor plate (320). Utilize the movable allowance of the first convex plate (3311) and the second convex plate (3341) to make the first sleeve (331) and the second sleeve (334) rotate slightly around the mounting bolt for fine adjustment. After axial alignment, screw in the mounting bolt for preliminary positioning and fixation. S4. Insert the measuring rod (400) into the space between the two walls (100) from the inner cavity of the protrusion (321) on the second anchor plate (320), so that the head end of the measuring rod (400) abuts against the surface of the first anchor plate (310), and obtain the real-time distance between the two walls (100) by reading the exposed scale of the measuring rod (400); S5. Using a tool to hold the rotating end seat (3321) and rotate the adjusting sleeve (332), the adjusting sleeve (332) moves axially along the first sleeve (331) to achieve fine adjustment of the overall length of the adjusting assembly (330); S6. Calibrate the measuring rod (400) according to the scale to make the measurement readings of each group of wall thickness adjustment mechanism (300) consistent. After the wall (100) spacing is adjusted to the correct position, tighten the threaded connection between the connecting rod (333) and the second sleeve (334), and then tighten the locking bolt (3313) to lock and position the adjusting sleeve (332) to complete the stepless adjustment of the wall (100) thickness. S7. Based on the vertical distance between the ridge tube (200) and the wall (100), select a support rod (520) of the corresponding length specification, and hinge the first hinge seat (5212) at the bottom of the support rod (520) to the first hinge plate (512) on the fixed end plate (510). Then, pre-fit the end tube (530) from top to bottom onto the outside of the top of the support rod (520). S8. Hinge the second hinge plate (5321) at the bottom of the abutment plate (532) with the second hinge seat (5311) on the top seat (531), adjust the position of the ridge tube (200) so that the top surface of the abutment plate (532) fits against the bottom surface of the ridge tube (200), and rely on the hinge structure to adapt to the tilt angle of the ridge tube (200) to fix the abutment plate (532) and the bottom surface of the ridge tube (200) in place. Then weld the end tube (530) to the support rod (520) to fix it in place, and complete the rapid assembly of the wall (100) and the ridge tube (200).

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