Assembling component of light ceramic glass plate wall and floor

Abstract

The invention relates to the technical field of building assembly, in particular to an assembly component for a light ceramic glass plate wall and a floor slab, which comprises bolts, a first assembly disc is embedded in the floor slab, a second assembly disc is embedded in the plate wall, and shadow overlapping surfaces of the first assembly disc and the second assembly disc are perpendicular to each other. Preliminary positioning of the assembly disc is completed through insertion connection of the outer pipe frame and the inner pipe frame, then a torque wrench is used for driving the bolt into a plate wall, meanwhile, the wedge-shaped block is matched with the bolt to rotate, the extrusion rod is pushed to move upwards, and the two conical rods are indirectly driven into a floor slab. The bolts, the insertion cones, the outer pipe frame and the inner pipe frame form an I-shaped structure, so that the stress between the plate wall and the floor is effectively dispersed, and the problem of stress deviation caused by rigidity difference is solved; and the lifting operation of the extrusion rod is ensured by controlling the rotating angle of the wedge block, so that the I-shaped assembly part is smoothly formed in the plate wall and the floor.

Description

Technical Field

[0001] This invention relates to the field of building assembly technology, specifically to an assembly component for lightweight ceramic glass panel walls and floors. Background Technology

[0002] The assembly and connection between wall panels and floor slabs is a crucial aspect of building structure. To effectively reduce the building load, lightweight ceramic-glass panel walls can significantly reduce the building's load-bearing capacity in high-rise buildings or buildings requiring structural weight reduction. Lightweight ceramic-glass panel walls are characterized by their light weight and high strength, which helps optimize the building structure and improve its stability and safety. Lightweight ceramic-glass panel walls are a lightweight wall material manufactured using a specific process. They are made from lightweight aggregate concrete prepared with expanded clay, cement, sand, air bubbles, and water as the base material, with an internal steel reinforcement framework, and are formed through casting and curing.

[0003] First, a PK box (also called a connection box or anchor box) with a certain depth and opening is pre-installed on the connection surface between the lightweight ceramic-glass panel wall and the floor slab. Its position and dimensions need to be determined according to design requirements and construction specifications. Next, align the connection surface of the wall panel with the connection surface of the floor slab, ensuring the gap is uniform and meets design requirements. Then, drive high-strength bolts into the connection surface of the floor slab through the opening of the PK box. Please refer to [reference needed]. Figure 2 (Top is side view, bottom is front view). High-strength bolts are the main assembly components for connecting the wall panel and the floor slab. Use a torque wrench or tightening tool to ensure the bolts are tightened to the required strength. Finally, use mortar that meets the design requirements and construction specifications to fill the gaps between the PK box and the wall panel / floor slab, ensuring the mortar is fully filled and the surface is smooth, to complete the assembly connection between the lightweight ceramic glass wall panel and the floor slab.

[0004] For temporary housing such as prefabricated houses that can be quickly assembled and disassembled, lightweight ceramic-glass panel walls are highly suitable for construction due to their lightweight and easy-to-install characteristics, significantly shortening the construction cycle. However, in the assembly and connection of lightweight ceramic-glass panel walls with floor slabs, the floor slabs, made of materials such as concrete, have relatively high rigidity, while the ceramic-glass panel walls, due to their lightweight material, have relatively low rigidity. Under high loads such as strong winds, the floor slab, due to its higher rigidity, can effectively resist external forces. The ceramic-glass panel walls, while relying on the shear strength of high-strength bolts to resist the load, suffer from low rigidity. This leads to significant deviations in stress distribution at the bolt connections, making the ceramic-glass panel walls prone to deformation under strong winds. Furthermore, the high-strength bolts are difficult to match the lightweight ceramic-glass panel walls in the assembly and connection with the floor slab, affecting the safety of the prefabricated house.

[0005] To address this, a lightweight ceramic glass panel wall and floor assembly component is proposed. Summary of the Invention

[0006] The purpose of this invention is to provide an assembly component for lightweight ceramic glass panel walls and floors. In order to solve the problem of severe stress deviation at the bolt connection caused by the difference in stiffness during the assembly of ceramic glass panel walls and floors under strong wind force, the invention constructs an "I"-shaped assembly by forming parallel bolts and cones with the outer and inner pipe frames and driving them completely into the panel walls and floors to disperse stress and enhance the assembly strength of the panel walls and floors.

[0007] To achieve the above objectives, the present invention provides the following technical solution:

[0008] An assembly component for a lightweight ceramic-glass panel wall and floor slab includes bolts. An assembly disc one is embedded in the floor slab, and an assembly disc two is embedded in the wall slab. The overlapping shadow surfaces of the assembly discs one and two are perpendicular to each other. Two cones are installed on the inner side of the assembly disc one, and a pressing rod is positioned between the two cones. An outer tube frame is installed on the upper surface of the assembly disc two, and the outer tube frame is positioned in a pre-drilled hole in the wall slab. An inner tube frame is installed on the lower surface of the assembly disc one, and the inner tube frame is positioned in a pre-drilled hole in the floor slab. A wedge block is installed on the inner side of the assembly disc two. Bolts are positioned at the center of the assembly disc two and the wedge block. The assembly of the outer and inner tube frames aligns the holes in the floor slab and wall slab. The bolts driven into the wall slab control the pressing rod to move upwards, pressing the two cones into the floor slabs on both sides.

[0009] As can be seen from the above solutions, in existing technologies, the assembly of lightweight ceramic glass panel walls and floor slabs relies on traditional bolt fixing or welding methods. These methods suffer from stress concentration, complex construction, and low efficiency. This technical solution, however, achieves rapid and stable assembly of the wall panels and floor slabs through the synergistic action of bolts, inserts, clamping rods, outer tube frames, inner tube frames, and wedge blocks. Compared with existing technologies, this solution offers the following advantages: it significantly improves assembly strength, disperses stress at the connection surface, reduces stress concentration, effectively addresses stress deviations caused by differences in stiffness between the wall panels and floor slabs, and simultaneously makes construction more convenient and efficient, reducing labor and material costs and improving overall building quality and construction efficiency.

[0010] Preferably, the bolt and the insert cone are parallel to each other, and the length of the bolt is less than the combined length of the two insert cones.

[0011] As can be seen from the above solutions, in existing technologies, the connection between lightweight ceramic glass panel walls and floor slabs often uses a single bolt or a long anchor to enhance stability. However, these methods frequently suffer from uneven stress distribution or high construction difficulty. This technical solution employs a design where the bolt and the anchor are parallel to each other, with the bolt length being less than the combined length of the two anchors. Compared to existing technologies, this solution offers the following advantages: the parallel arrangement of the bolt and the anchor achieves uniform stress distribution at the connection surface between the wall panel and the floor slab, effectively dispersing stress and improving connection stability. Simultaneously, the shorter bolt length facilitates construction and reduces construction difficulty, while the longer anchor enhances the anchoring effect with the floor slab, resulting in a more robust and reliable overall connection.

[0012] Preferably, both the wedge block and the assembly plate are provided with a through groove in the center, and the through groove is connected to the bolt.

[0013] As can be seen from the above solutions, in existing technologies, the assembly of lightweight ceramic glass panel walls and floors involves installing bolts by directly drilling holes in the assembly plate. This method weakens the structural strength of the assembly plate and results in inaccurate bolt placement. This technical solution involves creating a through-slot in the center of both the wedge block and the second assembly plate, which engages with the bolt. Compared to existing technologies, this solution improves the accuracy and stability of bolt installation because the through-slot precisely guides the bolt through, ensuring a tight connection between the bolt and the assembly plate and wedge block. Simultaneously, this design enhances the structural strength of the assembly plate and wedge block, as the placement of the through-slot does not weaken the overall structure.

[0014] Preferably, the inner sidewall of the through groove of the wedge block is uniformly provided with matching slots, and the number of matching slots is four. The outermost side surface of the bolt is uniformly provided with matching small blocks, and the number of matching small blocks is four. The matching small blocks are engaged with the matching slots.

[0015] As can be seen from the above solutions, in existing technologies, the assembly of lightweight ceramic glass panel walls and floors typically relies on a simple fit between bolts and assembly discs, which lacks sufficient stability and robustness. This technical solution involves evenly spaced matching slots on the inner sidewall of the through-groove of the wedge block, and matching small blocks are placed on the outermost surface of the bolt. Through the snap-fit ​​between the matching small blocks and the matching slots, a tight connection between the bolt and the wedge block is achieved. Compared to existing technologies, this solution offers the following advantages: it significantly improves the stability and reliability of the assembly, as the snap-fit ​​between the matching small blocks and the matching slots effectively prevents the bolt from loosening or shifting under load; simultaneously, this design simplifies the assembly process, improves construction efficiency, and reduces assembly difficulty. Furthermore, since there are four matching small blocks and four matching slots, uniform force is ensured between the bolt and the wedge block, further enhancing the stability of the connection.

[0016] Preferably, the extrusion rod includes a triangular block and a connecting rod. The triangular block is installed between two insert cones and has an isosceles triangular structure. The connecting rod is located at the lower end of the triangular block and extends through the inner tube frame into the interior of the assembly plate two.

[0017] As can be seen from the above solutions, in existing technologies, the assembly of lightweight ceramic glass panel walls and floor slabs uses simple straight-line compression rods to transfer and disperse stress. This method has limited effectiveness when dealing with complex stress states. The triangular blocks in this technical solution have an isosceles triangular structure, and the connecting rods extend through the inner tube frame into the interior of assembly plate two. Compared with existing technologies, the advantages of this solution are: the isosceles triangular block design allows the compression rods to more effectively disperse stress when under load, improving the stability and load-bearing capacity of the structure; simultaneously, the connecting rod design allows the compression rods to more effectively transfer stress to the interior of assembly plate two, enhancing the connection strength between the wall panel and the floor slab. This design not only improves the overall performance of the assembled components but also helps simplify the construction process and increase construction efficiency.

[0018] Preferably, the inner cavity cross-section of the inner tube frame is circular, and the inner dimensions of the inner tube frame match the outer dimensions of the connecting rod.

[0019] As can be seen from the above solutions, in existing technologies, the fit between the inner tube frame and the connecting rod uses a non-circular cross-section design, which increases the difficulty of alignment during assembly and leads to uneven stress distribution. This technical solution uses an inner tube frame with a circular cross-section, and its internal dimensions match the external dimensions of the connecting rod. Compared with existing technologies, the advantages of this solution are: the circular cross-section design allows the connecting rod to pass through the inner tube frame more smoothly, reducing the difficulty of alignment during assembly and improving assembly efficiency; at the same time, the size-matching design ensures a tight fit between the connecting rod and the inner tube frame, effectively preventing stress concentration and loosening, and enhancing the stability and load-bearing capacity of the structure. Furthermore, the circular cross-section also has good torsional resistance.

[0020] Preferably, the insert cone includes a cone rod, an inclined groove, and an inclined surface. The inclined groove is formed at the tip of the cone rod, and the inclined surface is set at the other end of the cone rod. The inclination of the inclined surface is consistent with the inclination of the waist surface of the triangular block.

[0021] As can be seen from the above solutions, in the existing technology, the design of the insert cone is relatively simple, lacking effective control over stress distribution, resulting in insufficient connection strength or assembly difficulties. This technical solution designs an insert cone including a cone rod, a groove, and a ramp. The groove is located at the tip of the cone rod, facilitating insertion into the floor slab and dispersing stress. The ramp is located at the other end of the cone rod, with its inclination consistent with the inclination of the waist face of the triangular block. Compared with the existing technology, the advantages of this solution are: the groove design makes the insert cone insert into the floor slab more smoothly, reducing resistance and dispersing stress, thus improving connection strength; while the consistency of the inclination of the ramp and the waist face of the triangular block ensures that the insert cone can effectively cooperate with the compression rod under stress, forming a stable support structure and preventing stress concentration and loosening of the connection.

[0022] Preferably, both sides of the assembly plate are provided with through grooves, and the inner dimensions of the through grooves match the outer dimensions of the cone rod.

[0023] As can be seen from the above solutions, in existing technologies, the assembly plate and the insert cone are fitted using direct insertion or simple slot-and-hole connection methods. These methods can lead to problems such as loose fit and uneven stress distribution. This technical solution provides through slots (II) on both sides of the assembly plate, with the inner dimensions of these slots matching the outer dimensions of the cone. Compared to existing technologies, this solution offers the following advantages: the through slots (II) provide precise guidance and positioning for the insert cone, ensuring accurate and stable insertion into the assembly plate, avoiding stress concentration and loosening caused by loose fit; simultaneously, the matching dimensions result in a larger contact area between the insert cone and the assembly plate, leading to more uniform stress distribution and thus improving the overall structural stability and load-bearing capacity.

[0024] Preferably, the lowest end of the triangular block is provided with a rounded end face, and the outer surface of the wedge block is provided with an arc-shaped slope, and the rounded end face abuts against the arc-shaped slope.

[0025] As can be seen from the above solutions, in existing technologies, the mating of the triangular block and the wedge block uses a direct, hard-on-hard contact design, which is prone to wear or damage under stress concentration. This technical solution features a rounded end face at the lowest point of the triangular block and an arc-shaped slope on the outer surface of the wedge block, allowing the rounded end face and the arc-shaped slope to abut against each other. Compared to existing technologies, the advantages of this solution are: the rounded end face and arc-shaped slope effectively alleviate stress concentration, reduce direct wear on the contact surfaces, and extend the service life of the components; simultaneously, this design increases the contact area of ​​the mating surfaces, improving the stability and reliability of the connection.

[0026] Preferably, the length of the inner tube frame is greater than the depth of the reserved hole in the floor slab, and the inner dimension of the outer tube frame matches the outer dimension of the inner tube frame.

[0027] As can be seen from the above solutions, the design of the inner and outer tube frames in existing technologies is relatively simple, failing to fully consider the matching with the reserved holes in the floor slab and wall panels, resulting in insufficient assembly accuracy and stability. This technical solution designs the inner tube frame to be longer than the depth of the reserved holes in the floor slab, and the inner dimensions of the outer tube frame match the outer dimensions of the inner tube frame. Compared with existing technologies, the advantages of this solution are: the design of the inner tube frame's length ensures that it can be firmly embedded in the reserved holes in the floor slab, providing stable support; at the same time, the matching of the outer and inner tube frame dimensions allows them to fit together closely, further enhancing the stability and accuracy of the assembly, and helping to improve the overall stability and safety of the building structure.

[0028] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0029] 1. A lightweight ceramic glass panel wall and floor assembly component, which forms an "I"-shaped assembly through the interlocking of outer and inner tube frames and the use of bolts and cones, to disperse the stress between the wall and floor under external force, reduce stress concentration, and the combined length of the two cones is greater than that of a single bolt, and the contact area between the floor and the assembly is greater than that between the wall and the assembly, so the stress on the floor is greater than that on the ceramic glass panel wall, thus improving the living safety of the prefabricated house.

[0030] 2. A lightweight ceramic glass panel wall and floor assembly component, in order to increase the convenience of construction, completes the initial hole assembly by inserting the outer and inner pipe frames, and then uses a torque wrench to directly drive the bolts into the wall panel, thereby indirectly driving the insert into the floor slab. The whole process is simple to operate and improves the assembly efficiency. Finally, the gap between assembly plate one and assembly plate two is fully filled with mortar to form an integrated structure, thereby enhancing the assembly strength and stability of the wall panel and floor slab, and simplifying the assembly process. Attached Figure Description

[0031] Figure 1 This is a structural schematic diagram of the assembly of the present invention before it is driven into the wall and floor slabs;

[0032] Figure 2 This is a schematic diagram of the assembly of the wall panel and floor slab according to the prior art of this invention;

[0033] Figure 3 This is a side view of the assembly of the present invention before it is inserted into the wall or floor slab.

[0034] Figure 4 This is a structural schematic diagram of the wall and floor slab into which the assembly of the present invention is inserted;

[0035] Figure 5 This is a schematic diagram of the side structure of the assembly of the present invention, which is inserted into the wall and floor slab.

[0036] Figure 6 This is a schematic diagram of the changes in the assembly disk II of the present invention;

[0037] Figure 7 This is a schematic diagram of the changes in the assembly disk of the present invention;

[0038] Figure 8 This is a plan view of the assembled wall and floor slabs of the present invention.

[0039] In the diagram: 1. Assembly plate one; 11. Through slot two; 2. Assembly plate two; 21. Through slot one; 3. Wedge block; 31. Matching slot; 32. Arc-shaped slope; 4. Bolt; 41. Matching block; 5. Insert cone; 51. Conical rod; 52. Inclined groove; 53. Inclined slope; 6. Extrusion rod; 61. Triangular block; 62. Connecting rod; 63. Rounded end face; 7. Outer tube frame; 8. Inner tube frame. Detailed Implementation

[0040] 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 skilled in the art without creative effort are within the scope of protection of the present invention.

[0041] Please see Figures 1 to 8 This invention provides an assembly component for lightweight ceramic glass panel walls and floors, the technical solution of which is as follows:

[0042] An assembly component for a lightweight ceramic-glass panel wall and floor slab includes bolts 4, an assembly disc 1 embedded in the floor slab, and an assembly disc 2 embedded in the wall slab. The overlapping shadow surfaces of the assembly discs 1 and 2 are perpendicular to each other. Two cones 5 are installed on the inner side of the assembly disc 1, and a pressing rod 6 is provided between the two cones 5. An outer tube frame 7 is installed on the upper surface of the assembly disc 2, and the outer tube frame 7 is set in a reserved hole in the wall slab. An inner tube frame 8 is installed on the lower surface of the assembly disc 1, and the inner tube frame 8 is set in a reserved hole in the floor slab. A wedge block 3 is installed on the inner side of the assembly disc 2. Bolts 4 are located at the center of the assembly disc 2 and the wedge block 3. The assembly of the outer tube frame 7 and the inner tube frame 8 aligns the holes in the floor slab and the wall slab. The bolts 4 driven into the wall slab control the pressing rod 6 to move upward and press the two cones 5 into the floor slab on both sides.

[0043] In this embodiment, the workers insert the corresponding outer tube frame 7 and inner tube frame 8 to complete the initial hole assembly of assembly plate 1 and assembly plate 2. Then, a torque wrench is used to drive the bolt 4 directly into the wall panel. The wedge block 3 will cooperate with the rotation of the bolt 4. The contact point between the extrusion rod 6 and the wedge block 3 will move from the lowest point to the highest point. After the extrusion rod 6 is lifted as a whole, the contact point between the insertion cone 5 and the extrusion rod 6 will also change. The two insertion cones 5 will be indirectly driven into the floor slab on both sides. Both insertion cones 5 are parallel to the bolt 4. The assembled outer tube frame 7, inner tube frame 8, insertion cone 5 and bolt 4 form a near "I" shaped assembly and are stably installed inside the wall panel and the floor slab. While dispersing the stress on the connection surface, it improves the stability of the connection strength between the wall panel and the floor slab.

[0044] Finally, the mortar is fully filled into the internal gaps of assembly plate 1 and assembly plate 2, so that assembly plate 1 and assembly plate 2 form an integrated structure.

[0045] As one embodiment of the present invention, refer to Figure 1 as well as Figure 3 — Figure 5 Bolt 4 and cone 5 are parallel to each other, and the length of bolt 4 is less than the combined length of the two cones 5.

[0046] In this embodiment, the bolt 4 and the insert cone 5 remain parallel, the "I" shaped fitting structure is stable, and the length difference between the bolt 4 and the two insert cones 5 is used to make the wall and the floor slab share different degrees of stress.

[0047] As one embodiment of the present invention, refer to Figure 1 and Figure 5Both the wedge block 3 and the assembly plate 2 have a through groove 21 in the center, which is connected to the bolt 4.

[0048] In this embodiment, the connection between bolt 4 and through slot 21 not only drives bolt 4 into the wall panel, but also completes the assembly of bolt 4 and assembly plate 2.

[0049] As one embodiment of the present invention, refer to Figure 1 The inner side wall of the through groove 21 of the wedge block 3 is evenly provided with matching slots 31, and there are four matching slots 31. The outermost side surface of the bolt 4 is evenly provided with matching small blocks 41, and there are four matching small blocks 41. The matching small blocks 41 are engaged with the matching slots 31.

[0050] In this embodiment, in the initial state, the distance between the two insert cones 5 is the shortest. The bolt 4 is gradually driven into the plate wall through the threaded structure in a rotating state. When the matching block 41 is engaged with the matching slot 31, the wedge block 3 cooperates with the rotation of the bolt 4 until it is completely driven into the plate wall. At this time, the distance between the two insert cones 5 is the farthest.

[0051] As one embodiment of the present invention, refer to Figure 5 and Figure 7 The extrusion rod 6 includes a triangular block 61 and a connecting rod 62. The triangular block 61 is installed between two insert cones 5 and has an isosceles triangular structure. The connecting rod 62 is located at the lower end of the triangular block 61 and extends through the inner tube frame 8 to the interior of the assembly plate 2.

[0052] In this embodiment, by utilizing the isosceles triangular structure of the triangular block 61, the inclination of both sides of the triangular block 61 is consistent, and when the extrusion rod 6 performs a lifting action, it can be ensured that the cone rods 51 on both sides displace by the same distance.

[0053] As one embodiment of the present invention, refer to Figure 6 and Figure 7 The inner cavity of the inner tube frame 8 has a circular cross-section, and the inner dimensions of the inner tube frame 8 match the outer dimensions of the connecting rod 62.

[0054] In this embodiment, the inner cavity of the inner tube frame 8 serves as the moving channel for the connecting rod 62, and the connecting rod 62 becomes the connecting bridge between assembly plate 1 and assembly plate 2.

[0055] As one embodiment of the present invention, refer to Figure 6 The cone 5 includes a cone rod 51, a groove 52, and a ramp 53. The groove 52 is opened at the tip of the cone rod 51, and the ramp 53 is set at the other end of the cone rod 51. The inclination of the ramp 53 is consistent with the inclination of the waist surface of the triangular block 61.

[0056] In this embodiment, the inner edge surface of the cone rod 51 is limited to the side wall surface inside the assembly plate 1. When the cone rod 51 is displaced, the moving direction of the cone rod 51 can remain horizontal, allowing it to pass smoothly through the through groove 11. The inclined groove 52 strengthens the tightness of the connection between the cone 5 and the floor slab.

[0057] As one embodiment of the present invention, refer to Figure 5 and Figure 7 Both sides of the assembly plate 1 are provided with through slots 2 11, and the inner dimensions of the through slots 2 11 match the outer dimensions of the cone rod 51.

[0058] In this embodiment, the through slot 2 11 is the entrance for the matching small block 41 to be driven into the floor slab, and the cone rod 51 always remains horizontal.

[0059] As one embodiment of the present invention, refer to Figure 6 The lowest end of the triangular block 61 is provided with a rounded end face 63, and the outer surface of the wedge block 3 is provided with an arc-shaped slope 32, with the rounded end face 63 abutting against the arc-shaped slope 32.

[0060] In this embodiment, the arc-shaped structure of the rounded end face 63 is used to change the contact point between the arc-shaped surface and the extrusion rod 6 when the wedge block 3 rotates, thereby applying an upward pressure to the extrusion rod 6.

[0061] As one embodiment of the present invention, refer to Figure 8 The length of the inner tube frame 8 is greater than the depth of the reserved hole in the floor slab, and the inner dimensions of the outer tube frame 7 match the outer dimensions of the inner tube frame 8.

[0062] In this embodiment, the outer port of the outer tube frame 7 is flush with the reserved hole of the wall panel, while the outer port of the inner tube frame 8 extends beyond the depth of the reserved hole in the floor slab, so that the protruding part of the inner tube frame 8 can be fully inserted into the interior of the outer tube frame 7, thereby completing the hole assembly of the wall panel and the floor slab.

[0063] Working principle: During the assembly of the wall panel and the floor slab, the assembly of assembly plate 1 and assembly plate 2 is completed by inserting the outer tube frame 7 and the inner tube frame 8. The bolt 4 is directly driven into the wall panel using a torque wrench. The wedge block 3, in conjunction with the rotation of the bolt 4, changes the contact point between the round end face 63 and the arc slope surface 32, moving from the lowest point to the highest point. The overall height of the extrusion rod 6 is increased. The contact point between the slope surface 53 and the triangular block 61 also changes, moving from the narrow waist position to the wide waist position. The two cone rods 51 are indirectly driven into the floor slab on both sides. Both cone rods 51 are parallel to the bolt 4. The assembled outer tube frame 7, inner tube frame 8, insert cone 5, and bolt 4 form a near "I" shaped structure, which enhances the assembly strength of the wall panel and the floor slab.

[0064] Specifically, to address the issue of severe stress deviation at bolt connections caused by stiffness differences during assembly of the ceramic glass wall panel and the floor slab, bolts 4 are directly driven into the wall panel, while cones 5 are indirectly driven into the floor slab. The parallel bolts 4 and cones 5, along with the outer tube frame 7 and inner tube frame 8, form an "I"-shaped structure, distributing the stress between the wall panel and the floor slab under external forces. The specific operation is as follows:

[0065] During the assembly of the wall panel and floor slab, the inner tube frame 8 is inserted into the inner side of the outer tube frame 7 to complete the initial hole assembly of assembly plate 1 and assembly plate 2. Using a torque wrench, the bolts 4 are gradually driven into the wall panel. As the contact point between the rounded end face 63 and the curved slope 32 moves from the lowest point to the highest point, the extrusion rod 6 is pushed upwards along the inner side of the inner tube frame 8, raising the height of the triangular block 61. The contact point between the slope 53 and the triangular block 61 moves from the narrow waist position to the wide waist position, passively increasing the distance between the two cone rods 51. Consequently, the two cone rods 51 pass through the through groove 2 11 and are indirectly driven into the floor slab. Assembly plate 1 and assembly plate 2 are perpendicular to each other, while the insert cone 5 and bolt 4 are parallel to each other. In this state, the outer tube frame 7, inner tube frame 8, insert cone 5, and bolt 4 form an "I"-shaped component. Then, the assembly... The gaps between assembly plate 1 and assembly plate 2 are fully filled with mortar and the surfaces are leveled. This "I"-shaped component is completely driven into the connection between the wall panel and the floor slab, without forming a scaffold between the wall panel and the floor slab, thus not affecting the smoothness of the wall panel and floor slab assembly. Even under high loads from strong winds, the special shape of this "I"-shaped component, as an assembly accessory between the wall panel and the floor slab, provides a large contact area, controls the relative position between the wall panel and the floor slab, ensures the flatness and verticality of the connection surface between the wall panel and the floor slab, helps to disperse the stress on the connection surface, and reduces stress concentration. Furthermore, the overall length of the insert cone 5 is greater than that of the bolt 4, and the contact area between the floor slab and the accessory is greater than that between the wall panel and the accessory. Therefore, the stress on the floor slab is greater than that on the ceramic glass wall panel, minimizing the serious stress deviation caused by the difference in stiffness between the two.

[0066] To ensure that the wedge block 3 rotates before the bolt 4 is fully driven into the wall panel, thus controlling the lifting operation of the extrusion rod 6, the rotation angle of the wedge block 3 is controlled within a certain range. The specific operation is as follows: In the initial state, the insert cone 5 is fully inserted into the assembly plate 1, at which point the distance between the two insert cones 5 is at its minimum, and the bottom end of the extrusion rod 6 abuts against the lowest position of the arc-shaped slope 32. The bolt 4 is gradually driven into the wall panel through the threaded structure in a rotating state. Before the matching small block 41 and the matching slot 31 come into contact, the rotation of the bolt 4 will not affect the rotation angle of the wedge block 3. After the matching small block 41 and the matching slot 31 are engaged, the wedge block 3, in coordination with the rotation of the bolt 4, is driven into the wall panel. At this point, the wedge block 3 rotates at a certain angle, thereby completing the lifting operation of the extrusion rod 6, ensuring that the "I"-shaped assembly is successfully formed inside the wall panel and floor slab.

[0067] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. An assembly component for a lightweight ceramic-glass panel wall and floor slab, comprising bolts (4), characterized in that: The first assembly plate (1) is embedded in the floor slab, and the second assembly plate (2) is embedded in the wall panel. The overlapping shadow surfaces of the first assembly plate (1) and the second assembly plate (2) are perpendicular to each other. Two cones (5) are installed on the inner side of the first assembly plate (1), and a compression rod (6) is provided between the two cones (5). An outer tube frame (7) is installed on the upper surface of the second assembly plate (2), and the outer tube frame (7) is set in a reserved hole in the wall panel. An inner tube frame (8) is provided on the lower surface of the assembly plate 1 (1). The inner tube frame (8) is set in the reserved hole of the floor slab. A wedge block (3) is installed on the inner side of the assembly plate 2 (2). The bolt (4) is set in the center of the assembly plate 2 (2) and the wedge block (3). The assembly of the outer tube frame (7) and the inner tube frame (8) drives the hole of the floor slab and the wall to align. The bolt (4) driven into the wall controls the extrusion rod (6) to move upward and extrude the two insert cones (5) to be driven into the floor slabs on both sides respectively.

2. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 1, characterized in that: The bolt (4) and the cone (5) are parallel to each other, and the length of the bolt (4) is less than the combined length of the two cones (5).

3. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 1, characterized in that: Both the wedge block (3) and the assembly plate (2) have a through groove (21) in the center, and the through groove (21) is connected to the bolt (4).

4. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 3, characterized in that: The inner sidewall of the through groove 1 (21) of the wedge block (3) is uniformly provided with matching slots (31), and there are four matching slots (31). The outermost side surface of the bolt (4) is uniformly provided with matching small blocks (41), and there are four matching small blocks (41). The matching small blocks (41) are engaged with the matching slots (31).

5. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 1, characterized in that: The extrusion rod (6) includes a triangular block (61) and a connecting rod (62). The triangular block (61) is installed between two insert cones (5). The triangular block (61) has an isosceles triangle structure. The connecting rod (62) is located at the lower end of the triangular block (61). The connecting rod (62) extends through the inner tube frame (8) to the interior of the assembly plate (2).

6. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 5, characterized in that: The inner cavity of the inner tube frame (8) is circular, and the inner dimensions of the inner tube frame (8) match the outer dimensions of the connecting rod (62).

7. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 5, characterized in that: The insert cone (5) includes a cone rod (51), a groove (52) and a ramp (53). The groove (52) is opened at the tip of the cone rod (51), and the ramp (53) is set at the other end of the cone rod (51). The inclination of the ramp (53) is consistent with the inclination of the waist surface of the triangular block (61).

8. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 7, characterized in that: Both sides of the assembly plate (1) are provided with through slots (11), and the inner dimensions of the through slots (11) match the outer dimensions of the cone rod (51).

9. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 5, characterized in that: The lowest end of the triangular block (61) is provided with a rounded end face (63), and the outer surface of the wedge block (3) is provided with an arc-shaped slope (32), and the rounded end face (63) abuts against the arc-shaped slope (32).

10. The assembly component for a lightweight ceramic-glass panel wall and floor slab according to claim 1, characterized in that: The length of the inner tube frame (8) is greater than the depth of the reserved hole in the floor slab, and the inner dimensions of the outer tube frame (7) match the outer dimensions of the inner tube frame (8).

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