A connection structure and method for wall panels, beams, and columns in prefabricated buildings.

Abstract

This invention discloses a connection structure and method for wall panels, beams, and columns in prefabricated buildings, relating to the field of prefabricated building technology. It includes a horizontal connection unit and a vertical connection unit, which are connected to the horizontal connection unit via a connecting unit fixed within the wall panel. A knob adjustment unit is located below both the horizontal and vertical connection units, with one end fixed inside the wall panel and the other end positioned on the outer surface. One end of the horizontal connection unit is connected to a structural column via a locking unit, the structural column is connected to a structural beam, and the structural beam is connected to the wall panel. This invention, employing the aforementioned connection structure and method for wall panels, beams, and columns in prefabricated buildings, significantly reduces the number of bolts used, greatly improves construction efficiency, and lowers time costs, providing strong technical support for the efficient construction of prefabricated buildings.

Description

Technical Field

[0001] This invention relates to the field of prefabricated building technology, and in particular to a connection structure and method for wall panels, beams and columns in prefabricated buildings. Background Technology

[0002] Prefabricated construction, as a highly efficient, environmentally friendly, and quality-controllable modern construction method, has experienced rapid development both domestically and internationally in recent years, becoming an important direction for building industrialization. Among its core technologies, the connection technology of wall panels, columns, and beams directly impacts building safety, construction efficiency, and overall quality. Currently, common connection methods include grouting connections with rebar sleeves, mechanical connections, composite slab connections, and welding connections. These technologies are widely used in various application scenarios, particularly excelling in residential, public, and industrial buildings. With advancements in prefabricated component production technology and continuous improvements in construction processes, the connection technology for prefabricated buildings is gradually maturing, significantly improving construction efficiency and building quality.

[0003] However, prefabricated buildings still face many technical challenges in practical applications. For example, the strength and reliability of the connection nodes of prefabricated components are insufficient, construction efficiency needs to be improved, and construction costs are relatively high. These problems, to some extent, restrict the promotion and application of prefabricated buildings. Summary of the Invention

[0004] The purpose of this invention is to provide a connection structure and method for wall panels, beams, and columns in prefabricated buildings, which solves the problems mentioned in the background art. By optimizing the design of connection nodes, adopting new construction techniques and intelligent equipment, the construction efficiency and quality of prefabricated buildings can be effectively improved, while significantly reducing construction costs, providing strong technical support for the widespread application of prefabricated buildings.

[0005] To achieve the above objectives, the present invention provides a connection structure for wall panels, beams and columns in prefabricated buildings, which is disposed between wall panels, structural beams and structural columns, and includes a horizontal connection unit and a vertical connection unit. The vertical connection unit is connected to the horizontal connection unit through a connection unit, and the connection unit is fixed inside the wall panel.

[0006] A knob adjustment unit is provided below the horizontal connecting unit and the vertical connecting unit. One end of the knob adjustment unit is fixed inside the wall panel, and the other end of the knob adjustment unit is provided on the outer surface of the wall panel.

[0007] One end of the transverse connecting unit is connected to the structural column via a locking unit, the structural column is connected to the structural beam, and the structural beam is connected to the wall panel.

[0008] Preferably, the transverse connecting unit includes a transverse moving plate, the upper part of which has a snap-fit ​​groove, and the lower part of which has a serrated portion, the serrated portion including a plurality of alternating protrusions and grooves.

[0009] Preferably, the vertical connecting unit includes a vertical moving plate, and a limit key is provided on the upper edge of the vertical moving plate, the limit key being perpendicular to the vertical moving plate;

[0010] An elastic element is also provided at the upper end of the vertical moving plate. One end of the elastic element is fixedly connected to the vertical moving plate, and the other end of the elastic element is fixedly connected to the baffle. The baffle is fixedly installed inside the wall panel.

[0011] Preferably, the connecting unit includes a connecting rod, a horizontal sliding groove and a vertical sliding groove, the vertical sliding groove is formed on the vertical moving plate, the horizontal sliding groove is formed on the horizontal moving plate, and the horizontal sliding groove and the vertical sliding groove are arranged perpendicularly.

[0012] The connecting rod passes through the horizontal sliding groove and the vertical sliding groove, and the connecting rod is fixedly mounted on the wall panel.

[0013] Preferably, the knob adjustment unit includes an active knob, a cooperating rotation shaft, and a driven knob. The driven knob is disposed inside the wall panel and below the horizontal moving plate and the vertical moving plate. The active knob is disposed outside the wall panel, and the cooperating rotation shaft is disposed between the active knob and the driven knob.

[0014] Both the active knob and the driven knob include a round handle and a snap-fit ​​block disposed on the round handle.

[0015] Preferably, the locking unit includes a locking head, one end of which is connected to one end of the transverse moving plate, and the other end of which is connected to the structural column.

[0016] Preferably, the structural column has a plurality of connecting slots, and the locking head has a plurality of connecting blocks correspondingly thereon.

[0017] Preferably, the structural beam has multiple connecting protrusions below it.

[0018] Preferably, the upper end of the wall panel is provided with multiple connecting grooves.

[0019] A method for connecting wall panels and beams in prefabricated buildings includes the following steps:

[0020] Step S1: Pre-install the horizontal moving plate, vertical moving plate, connecting rod, and driven knob inside the wall panel, and install and connect the locking head to the horizontal moving plate;

[0021] Step S2: Move the wall panel to the preset connection position of the structural column, so that the locking head is aligned with the reserved groove inside the column;

[0022] Step S3: Rotate the active knob on the wall panel surface to drive the driven knob to rotate. The driven knob presses the vertical moving plate, causing the vertical moving plate to move upward and compressing the elastic element at its top. The limit key of the vertical moving plate disengages from the snap-fit ​​groove of the horizontal moving plate.

[0023] Step S4: Continue to rotate the active knob to make the driven knob continue to rotate, while pressing the horizontal moving plate to move to the left, driving the connecting block of the locking head to extend into the connecting groove of the structural column, completing the initial docking of the wall panel and the column.

[0024] Step S5: After rotating the driven knob one full turn, the vertical moving plate is stopped from being squeezed. The vertical moving plate moves downward under the action of the elastic element. The limit key re-engages into the latching groove of the horizontal moving plate, locking the horizontal moving plate and preventing it from shifting.

[0025] Step S6: Align the connecting protrusion of the structural beam with the connecting groove at the upper end of the wall panel, and move the structural beam downward to connect the connecting protrusion and the connecting groove, thereby achieving quick locking between the beam and the wall panel.

[0026] Step S7: Rotate the knob on the wall panel surface in the opposite direction to unlock and disassemble.

[0027] Therefore, the present invention adopts the above-mentioned connection structure and method for wall panels, beams and columns in prefabricated buildings. Through innovative mechanical structure design, it significantly reduces the number of bolts used, greatly improves construction efficiency and reduces time costs, and provides strong technical support for the efficient construction of prefabricated buildings. In addition, this method not only simplifies the construction process, but also improves the reliability of component connections, and has broad application prospects.

[0028] The technical solution of the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. Attached Figure Description

[0029] Figure 1 This is a schematic diagram of an embodiment of the connection structure and method for wall panels, beams and columns in prefabricated buildings according to the present invention.

[0030] Figure 2 This is a schematic diagram of the transverse connection unit of a wall panel beam-column connection structure and method for prefabricated buildings according to the present invention.

[0031] Figure 3This is a front view of the vertically movable plate of the wall panel beam-column connection structure and method for prefabricated buildings according to the present invention.

[0032] Figure 4 This is a side view of the vertically movable plate of a wall panel beam-column connection structure and method for prefabricated buildings according to the present invention.

[0033] Figure 5 This is a schematic diagram of the knob adjustment unit of the wall panel beam column connection structure and method for prefabricated buildings according to the present invention.

[0034] Figure 6 This is a front view of the knob adjustment unit of a wall panel beam column connection structure and method for prefabricated buildings according to the present invention.

[0035] Figure 7 This is a schematic diagram of the assembly of the knob adjustment unit of the wall panel beam column connection structure and method for prefabricated buildings according to the present invention.

[0036] Figure 8 This is a structural schematic diagram of a structural column for a wall panel beam-column connection structure and method for prefabricated buildings according to the present invention.

[0037] Figure 9 This is a structural diagram of a structural beam for a wall panel beam-column connection structure and method for prefabricated buildings according to the present invention.

[0038] Figure 10 This is a schematic diagram of the wall panel structure before locking, according to the present invention, a connection structure and method for wall panels, beams and columns in prefabricated buildings.

[0039] Figure 11 This is a schematic diagram of the locked wall panel structure, which is a connection structure and method for wall panels, beams and columns in prefabricated buildings according to the present invention.

[0040] Reference numerals: 1. Wall panel; 11. Connecting groove; 2. Structural beam; 21. Connecting protrusion; 3. Structural column; 31. Connecting groove; 4. Horizontal moving plate; 41. Snap-on groove; 42. Protrusion; 43. Groove; 5. Vertical moving plate; 51. Limit key; 52. Elastic element; 53. Baffle; 6. Connecting unit; 61. Connecting rod; 62. Horizontal sliding groove; 63. Vertical sliding groove; 7. Knob adjustment unit; 71. Active knob; 72. Cooperative rotation shaft; 73. Driven knob; 741. Round handle; 742. Snap-on block; 81. Locking head; 82. Connecting block. Detailed Implementation

[0041] The technical solution of the present invention will be further described below with reference to the accompanying drawings and embodiments.

[0042] Unless otherwise defined, the technical or scientific terms used in this invention shall have the ordinary meaning understood by one of ordinary skill in the art to which this invention pertains. The terms "first," "second," and similar terms used in this invention do not indicate any order, quantity, or importance, but are merely used to distinguish different components. Terms such as "comprising" or "including" mean that the element or object preceding the word encompasses the elements or objects listed following the word and their equivalents, without excluding other elements or objects. Terms such as "connected" or "linked" are not limited to physical or mechanical connections, but can include electrical connections, whether direct or indirect. Terms such as "upper," "lower," "left," and "right" are used only to indicate relative positional relationships; when the absolute position of the described object changes, the relative positional relationship may also change accordingly.

[0043] Example

[0044] Please see Figures 1-11 This invention provides a connection structure for wall panels, beams, and columns in prefabricated buildings. The structure is positioned between a wall panel 1, a structural beam 2, and a structural column 3. It includes a horizontal connection unit and a vertical connection unit. The vertical connection unit is connected to the horizontal connection unit via a connection unit 6, which is fixed within the wall panel 1. A knob adjustment unit 7 is located below the horizontal and vertical connection units. One end of the knob adjustment unit 7 is fixed inside the wall panel 1, and the other end is located on the outer surface of the wall panel 1. One end of the horizontal connection unit is connected to the structural column 3 via a locking unit. The structural column 3 is connected to the structural beam 2, and the structural beam 2 is connected to the wall panel 1.

[0045] The transverse connecting unit includes a transverse moving plate 4. A snap-fit ​​groove 41 is provided on the upper part of the transverse moving plate 4, and a serrated part is provided on the lower part of the transverse moving plate 4. The serrated part includes multiple alternating protrusions 42 and grooves 43. The lower serrated part is used to cooperate with the driven knob 73. When the driven knob 73 is rotated, it squeezes and drives the transverse moving plate 4 to move left and right.

[0046] The vertical connection unit includes a vertically movable plate 5. A limit key 51 is provided on the upper edge of the vertically movable plate 5, and the limit key 51 is perpendicular to the vertically movable plate 5. An elastic element 52 is also provided at one upper end of the vertically movable plate 5. One end of the elastic element 52 is fixedly connected to the vertically movable plate 5, and the other end of the elastic element 52 is fixedly connected to a baffle 53. The baffle 53 is fixedly installed inside the wall panel 1.

[0047] The connecting unit 6 includes a connecting rod 61, a horizontal sliding groove 62, and a vertical sliding groove 63. The vertical sliding groove 63 is formed on the vertical moving plate 5, and the horizontal sliding groove 62 is formed on the horizontal moving plate 4, with the horizontal sliding groove 62 and the vertical sliding groove 63 arranged perpendicularly. The connecting rod 61 passes through the horizontal sliding groove 62 and the vertical sliding groove 63, and the connecting rod 61 is fixedly mounted on the wall panel 1.

[0048] The knob adjustment unit 7 includes an active knob 71, a cooperating rotation shaft 72, and a driven knob 73. The driven knob 73 is located inside the wall panel 1, below the horizontal moving plate 4 and the vertical moving plate 5. The active knob 71 is located outside the wall panel 1, and the cooperating rotation shaft 72 is located between the active knob 71 and the driven knob 73. Both the active knob 71 and the driven knob 73 include a round handle 741 and a locking block 742 disposed on the round handle 741. The locking block 742 is used to press the vertical moving plate 5 and the horizontal moving plate 4 to move them.

[0049] The locking unit includes a locking head 81, one end of which is connected to one end of the transverse moving plate 4, and the other end of which is connected to the structural column 3. The structural column 3 has several connecting slots 31, and the locking head 81 has several corresponding connecting blocks 82. The connecting blocks 82 and the connecting slots 31 are adapted to achieve the connection between the structural column 3 and the locking head 81.

[0050] Multiple connecting protrusions 21 are provided below the structural beam 2. Multiple connecting grooves 11 are provided at the upper end of the wall panel 1. The connecting grooves 11 and the connecting protrusions 21 are adapted to achieve the connection between the wall panel 1 and the structural beam 2.

[0051] The above-mentioned method for connecting wall panels 1 beams and columns in prefabricated buildings includes the following steps:

[0052] Step S1: Pre-install a horizontal moving plate 4, a vertical moving plate 5, a connecting rod 61, and a driven knob 73 inside the wall panel 1, and install and connect the locking head 81 to the horizontal moving plate 4. The connecting rod 61 passes through the horizontal moving groove and the vertical moving groove and is welded and fixed inside the wall.

[0053] Step S2: Move the wall panel 1 to the preset connection position of the structural column 3, so that the locking head 81 is aligned with the reserved groove 43 inside the column.

[0054] Step S3: Rotate the active knob 71 on the surface of the wall panel 1 to drive the driven knob 73 to rotate. The driven knob 73 presses the vertical moving plate 5, causing the vertical moving plate 5 to move upward and compress the elastic element 52 at its top. The limit key 51 of the vertical moving plate 5 disengages from the snap-fit ​​groove 41 of the horizontal moving plate 4.

[0055] Step S4: Continuously rotate the active knob 71 to make the driven knob 73 continue to rotate, while pressing the transverse moving plate 4 to move to the left, driving the connecting block 82 of the locking head 81 to extend into the connecting groove 31 of the structural column 3, completing the initial docking of the wall panel 1 and the column.

[0056] Step S5: After the driven knob 73 rotates one revolution, the pressure on the vertical moving plate 5 stops. The vertical moving plate 5 moves downward under the action of the elastic element 52. The limit key 51 re-engages into the latching groove 41 of the horizontal moving plate 4, locking the horizontal moving plate 4 and preventing it from shifting.

[0057] Step S6: Align the connecting protrusion 21 of the structural beam 2 with the connecting groove 11 at the upper end of the wall panel 1, and move the structural beam 2 downward to connect the connecting protrusion 21 and the connecting groove 11, thereby achieving rapid locking between the beam and the wall panel 1.

[0058] Step S7: Rotate the knob on the surface of wall panel 1 in the reverse direction to unlock and disassemble. Specifically, this includes: rotating the knob on the surface of wall panel 1 in the reverse direction, releasing the pressure of the driven knob 73 on the vertical moving plate 5 and the horizontal moving plate 4, disengaging the limit key 51 of the vertical moving plate 5 from the snap-fit ​​groove 41 of the horizontal moving plate 4, allowing the horizontal moving plate 4 to reset to the right, and disengaging the locking head 81 from the connecting groove 31 of the structural column 3, thus separating wall panel 1 from the column, and then separating the structural beam 2 from wall panel 1 by reverse translation.

[0059] Therefore, the present invention adopts the above-mentioned connection structure and method for wall panels, beams and columns in prefabricated buildings, which significantly reduces the number of bolts used, greatly improves construction efficiency and reduces time costs, and provides strong technical support for the efficient construction of prefabricated buildings. In addition, the present invention not only simplifies the construction process, but also improves the reliability of component connections, and has broad application prospects.

[0060] 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 preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can still be made to the technical solutions of the present invention, and these modifications or equivalent substitutions cannot cause the modified technical solutions to deviate from the spirit and scope of the technical solutions of the present invention.

Claims

1. A connection structure for wall panels, beams, and columns in prefabricated buildings, disposed between wall panels, structural beams, and structural columns, characterized in that: The wallboard comprises a horizontal connecting unit and a vertical connecting unit, the vertical connecting unit is connected with the horizontal connecting unit through a connecting unit, and the connecting unit is fixed in the wallboard; A knob adjusting unit is arranged below the horizontal connecting unit and the vertical connecting unit, one end of the knob adjusting unit is fixed inside the wallboard, and the other end of the knob adjusting unit is arranged on the outer surface of the wallboard; One end of the horizontal connecting unit is connected with the structural column through a locking unit, the structural column is connected with the structural beam, and the structural beam is connected with the wallboard; The horizontal connecting unit comprises a horizontal moving plate, a buckle groove is formed in the upper portion of the horizontal moving plate, and a sawtooth part is arranged on the lower portion of the horizontal moving plate, the sawtooth part comprises a plurality of protrusions and grooves arranged alternately; The vertical connecting unit comprises a vertical moving plate, a limiting key is arranged on the upper edge of the vertical moving plate, and the limiting key is arranged vertically with the vertical moving plate; An elastic element is further arranged on the upper end of the vertical moving plate, one end of the elastic element is fixedly connected with the vertical moving plate, and the other end of the elastic element is fixedly connected with a baffle, and the baffle is fixedly arranged inside the wallboard.

2. The connecting structure of the wall slab beam column for fabricated building according to claim 1, characterized in that: The connecting unit comprises a connecting rod, a horizontal sliding groove and a vertical sliding groove, the vertical sliding groove is formed in the vertical moving plate, the horizontal sliding groove is formed in the horizontal moving plate, and the horizontal sliding groove and the vertical sliding groove are arranged vertically; The connecting rod passes through the horizontal sliding groove and the vertical sliding groove, and the connecting rod is fixedly arranged on the wallboard.

3. The connecting structure of the wall slab beam column of the fabricated building according to claim 2, characterized in that: The knob adjusting unit comprises a driving knob, a cooperative rotating shaft and a driven knob, the driven knob is arranged inside the wallboard and below the horizontal moving plate and the vertical moving plate, the driving knob is arranged outside the wallboard, and the cooperative rotating shaft is arranged between the driving knob and the driven knob; The driving knob and the driven knob each comprise a round handle and a clamping block arranged on the round handle.

4. The connecting structure of the wall slab beam column of the fabricated building according to claim 3, characterized in that: The locking unit comprises a locking head, one end of the locking head is connected with one end of the horizontal moving plate, and the other end of the locking head is connected with the structural column.

5. The connecting structure of the wall panel beam column of the fabricated building according to claim 4, characterized in that: A plurality of connecting grooves are formed in the structural column, and a plurality of connecting blocks are correspondingly formed in the locking head.

6. The connecting structure of the wall panel beam column of the fabricated building according to claim 5, characterized in that: A plurality of connecting protrusions are arranged below the structural beam.

7. The connecting structure of wall slab beam column for fabricated building according to claim 6, characterized in that: A plurality of connecting grooves are formed in the upper end of the wallboard.

8. The method for assembling the connecting structure of the wall slab beam column of the fabricated building according to claim 7, characterized in that, The method comprises the following steps: S1, the horizontal moving plate, the vertical moving plate, the connecting rod and the driven knob are preassembled inside the wallboard, and the locking head is connected with the horizontal moving plate; S2, the wallboard is moved to a preset connecting position of the structural column, so that the locking head is aligned with the reserved groove in the column body; S3, the driving knob on the surface of the wallboard is rotated to drive the driven knob to rotate, the driven knob presses the vertical moving plate, the vertical moving plate moves upward, the elastic element at the top end of the vertical moving plate is compressed, and the limiting key of the vertical moving plate is separated from the buckle groove of the horizontal moving plate; Step S4, continue to rotate the main knob, so that the driven knob continues to rotate, and the lateral moving plate is squeezed to move left, and the connecting block of the locking head extends into the connecting groove of the structural column, completing the initial docking of the wall plate and the column; Step S5, after the driven knob rotates a circle, stop squeezing the vertical moving plate, and the vertical moving plate moves downward under the action of the elastic element, the limiting key re-enters the buckle groove of the lateral moving plate, locking the lateral moving plate to avoid displacement; Step S6, align the connecting protrusion of the structural beam with the connecting groove at the upper end of the wall plate, move the structural beam downward, connect the connecting protrusion and the connecting groove, and then realize the quick locking of the beam and the wall plate; Step S7, reverse rotate the knob on the surface of the wall plate to complete the unlocking and disassembly.

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