High-strength multi-layer fabricated building construction method
By using a ring-shaped connecting seat, elastic positioning components, and a separation mechanism, the problem of low connection efficiency between beams and columns is solved, enabling rapid and stable connection and efficient disassembly, thereby improving the construction efficiency and operational stability of multi-story prefabricated buildings.
Patent Information
- Application Number
- CN202511229762.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-08-29
- Publication Date
- 2025-11-28
- Estimated Expiration
- 2045-08-29
AI Technical Summary
In existing prefabricated buildings, the connection efficiency between beams and columns is low, resulting in insufficient construction efficiency for multi-story prefabricated buildings.
The system employs a ring-shaped connecting seat, an elastic positioning component, and a separation mechanism. Through plug-in and elastic positioning, it achieves a quick and stable connection between the crossbeam and the base column. Furthermore, through a transmission component and a quick-release component, it enables the rapid disassembly of the crossbeam and the stable connection of the base column.
It improves the connection efficiency between beams and columns, enhances the construction efficiency of multi-story prefabricated buildings, and ensures the stability and solidity of the connection during the use of the building.
Smart Images

Figure CN121024345A_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of prefabricated buildings, and in particular to a high-strength multi-layer prefabricated building construction method. BACKGROUND
[0002] Prefabricated buildings (also known as prefabricated buildings) are a building method that prefabricates building components in a factory and then assembles them on the construction site. In prefabricated buildings, beam-column connection nodes are key structural parts that ensure the stability and safety of the entire building. Compared with original cast-in-place buildings, the amount of cast-in-place work is greatly reduced, which is beneficial to improve the building construction efficiency.
[0003] In the Chinese invention patent with publication number CN111501999B, a steel structure beam-column connection method for prefabricated buildings is disclosed, which adopts a connection structure with the following structure, including a support column, a cross beam and a steel connecting component, the support column is internally embedded with support column reinforcement, the cross beam is internally embedded with cross beam reinforcement, one end of the cross beam is connected to one side of the support column through the steel connecting component, the steel connecting component includes a first connecting steel piece and a second connecting steel piece, the first connecting steel piece is fixedly arranged on the side wall of the support column, the second connecting steel piece is fixedly arranged on one end of the cross beam, two pairs of inner wire cylinder seats are internally embedded in the support column, the interfaces of the inner wire cylinder seats are flush with the side wall of the support column, the first connecting steel piece is integrally formed by a support column connecting portion and a support portion, the support column connecting portion is attached to the side wall of the support column, and the support column connecting portion is connected to the inner wire cylinder seat internally embedded in the support column through screws.
[0004] In view of the above related technologies, the inventors believe that the following defects exist: the first connecting steel piece is fixed on the support column by multiple screws for installing the cross beam, when constructing a multi-layer prefabricated building, the cross beam needs to be arranged on multiple side walls of the support column, the assembly efficiency of the cross beam and the support column is low in the above scheme, therefore, it is necessary to design a connection structure of the cross beam and the support column that is convenient to quickly install and disassemble, so as to improve the construction efficiency of the multi-layer prefabricated building. SUMMARY
[0005] In order to solve the above problems, the present application provides a high-strength multi-layer prefabricated building construction method.
[0006] The above technical purpose of the present application is achieved by the following technical scheme: a high-strength multi-layer prefabricated building construction method, comprising the following steps: S1, a base column is used as a building support structure, an annular connecting seat is fixedly sleeved on the upper end of the base column, a clamping portion is arranged outside the annular connecting seat, a hook is fixedly connected to the side wall of the base column near the upper end thereof, a clearance is arranged on the annular connecting seat and communicates with the clamping portion, and a positioning opening is arranged on the side of the hook away from the base column; S2, the crossbeam is arranged on the annular connecting seat, one end of the crossbeam is inserted and matched with the clamping part, the end of the crossbeam close to the column is provided with the insertion part, the connecting hook is inserted through the gap, and the top of the connecting hook is inserted and matched with the insertion part; S3, the elastic positioning assembly is arranged on the crossbeam, the elastic positioning assembly is inserted and matched with the positioning hole on the connecting hook, so that the stable connection of the crossbeam, the column and the annular connecting seat is realized; S4, the foundation assembly connection of the high-strength multi-layer assembly type building is completed through the cooperation of the column, the annular connecting seat, the crossbeam and the elastic positioning assembly.
[0007] Through the above technical scheme, when installing, the staff needs to align the insertion part at the bottom of the crossbeam with the connecting hook and insert from top to bottom, so that the elastic positioning assembly is inserted and matched with the positioning hole on the connecting hook, the quick and stable connection of the crossbeam, the column and the annular connecting seat is ensured, the design mode of connecting by using multiple bolts in the traditional technology is changed, the staff is relieved from the tedious operation of repeatedly screwing multiple bolts, the connection efficiency between the crossbeam and the column is improved, and then the construction efficiency of the multi-layer assembly type building is improved.
[0008] Further, the crossbeam is a hollow square tube structure, the elastic positioning assembly comprises a mounting cylinder fixed at the position of the crossbeam close to the insertion part, a pressing spring arranged in the mounting cylinder and a positioning rod connected with the end of the pressing spring close to the column, the mounting cylinder is located on the side of the insertion part away from the column, and the end of the positioning rod away from the pressing spring is inserted and matched with the positioning hole.
[0009] Further, the side of the connecting hook close to the column and the side of the insertion part close to the column are first inclined surfaces matched with each other, the top of the connecting hook and the intersection of the side of the connecting hook away from the column and the side of the positioning rod close to the column are provided with second inclined surfaces matched with each other.
[0010] Through the above technical scheme, when installing the crossbeam, the staff only needs to align the insertion part at the bottom of the crossbeam with the connecting hook and insert from top to bottom, so that the second inclined surface on the positioning rod is in abutment with the top of the connecting hook, so that the positioning rod is gradually shrunk into the mounting cylinder and compresses the pressing spring, when the positioning rod is inserted and matched with the positioning hole, the positioning rod is reset under the action of the pressing spring and is inserted and matched with the positioning hole, and at this time, the insertion part at the bottom of the crossbeam is inserted and matched with the connecting hook on the side wall of the column, and one end of the crossbeam is inserted and matched with the clamping part on the annular connecting seat, so that the quick and stable connection of the crossbeam, the column and the annular connecting seat is realized.
[0011] Further, the cross beam is internally provided with a separating mechanism, the separating mechanism comprising a separating assembly, the separating assembly comprising a vertical rod rotatably installed in the cross beam, a pulley fixedly sleeved on the vertical rod, a horizontal plate fixed to the inner wall of the cross beam, a winding roller rotatably installed on the bottom wall of the cross beam, a movable plate arranged in the cross beam, a pressing block fixed to the top of the movable plate, a traction rope with one end fixed to the winding roller, and a first spring sleeved on the vertical rod and arranged between the bottom of the movable plate and the top of the horizontal plate; the vertical rod penetrates through the movable plate and the horizontal plate and is in sliding fit, the top of the cross beam is provided with a pressing opening through which the pressing block passes, one end of the traction rope away from the winding roller passes through the pulley and penetrates through the mounting cylinder away from the base column and is fixed to the end of the positioning rod away from the base column, and the separating mechanism further comprises a transmission assembly for driving the winding roller to rotate in the process of the descent of the pressing block.
[0012] By adopting the above technical scheme, when the cross beam needs to be disassembled, the worker only needs to press down the pressing block, the pressing block drives the winding roller to rotate through the transmission assembly, so that one end of the traction rope away from the positioning rod is gradually wound on the winding roller, so that the traction rope pulls the positioning rod and makes the compression spring compress, until the positioning rod is separated from the positioning opening, at this time, the worker can lift the cross beam and separate the cross beam from the annular connecting seat and the connecting hook, and the disassembly of the cross beam is completed.
[0013] Further, the transmission assembly comprises a driving shaft fixed to the bottom of the movable plate, the winding roller is sleeved on the driving shaft, and the transmission assembly further comprises a spiral driving block arranged on the inner side of the winding roller, and the side wall of the driving shaft is provided with a spiral groove in sliding fit with the driving block.
[0014] By adopting the above technical scheme, when the worker presses down the pressing block, the pressing block drives the movable plate and the driving shaft to move downward, since the winding roller is rotatably installed on the inner bottom wall of the cross beam, the winding roller is internally provided with the spiral driving block, and the driving shaft is provided with the spiral groove in sliding fit with the spiral driving block, so that the winding roller rotates in the process of the downward movement of the driving shaft, and then one end of the traction rope away from the positioning rod is gradually wound on the winding roller.
[0015] Further, a plurality of reinforcing plates are fixed in the cross beam, and through holes for the traction rope to pass through are arranged through the reinforcing plates.
[0016] By adopting the above technical scheme, the arrangement of the plurality of reinforcing plates ensures the structural strength and compression resistance of the square tubular cross beam during use.
[0017] Further, the cross beam is connected by two half-square tubes which are mirror images of each other.
[0018] By adopting the above technical scheme, it is convenient for the worker to install the separating mechanism.
[0019] Further, the upper end of the base column is fixed with a polygonal insertion column, the lower end of the base column is provided with an insertion hole for insertion and cooperation of the insertion column, the side wall of the base column is provided with a plurality of mounting slots near the lower end, the base column is provided with a communication hole communicated with the top wall of the mounting slot and an accommodating hole communicated with the insertion hole and the communication hole, the number of sides of the insertion column, the number of mounting slots, the number of communication holes and the number of accommodating holes are equal, each side wall of the insertion column is provided with a plurality of clamping slots, the base column is provided with a reinforcing assembly for reinforcing the connection between the cross beam and the annular connecting seat, the number of reinforcing assemblies corresponds to the number of cross beams and the number of mounting slots, the reinforcing assembly comprises a transmission gear rotatably installed in the accommodating hole and engaged with the clamping slot, a vertical rack arranged in the communication hole and engaged with the transmission gear, a connecting inclined rod fixed with the lower end of the vertical rack and located in the mounting slot, and a pressing plate fixed with the end of the connecting inclined rod away from the vertical rack, and the bottom side of the pressing plate away from the base column abuts against the position near the connecting hook on the top of the cross beam.
[0020] By adopting the above technical scheme, when connecting the upper and lower base columns, the staff aligns the insertion column at the top of the lower base column with the insertion hole at the bottom of the upper base column, in the process of connecting the insertion column and the insertion hole, the plurality of clamping slots on the insertion column are engaged with the transmission gear in the upper base column, thereby driving the plurality of vertical racks to move downward, so that the connecting inclined rod at the lower end of the vertical rack and the pressing plate at the end of the connecting inclined rod away from the vertical rack both move downward, until the bottom side of the pressing plate away from the base column abuts against the position near the connecting hook on the top of the cross beam, the upper end of the insertion column abuts against the top wall in the insertion hole, the setting of the pressing plate plays a certain pressing and positioning role on the top of the cross beam, which is conducive to ensuring the stability of the cross beam in use.
[0021] Further, the upper end of the insertion column is provided with an upper movable slot and a lower movable slot from top to bottom, the width of the lower movable slot is greater than that of the upper movable slot, the insertion column is provided with a locking assembly for connecting two adjacent base columns, the locking assembly comprises a clamping hook in sliding cooperation with the upper movable slot, a sliding block fixed with the lower end of the clamping hook and in sliding cooperation with the lower movable slot, and a second spring fixed with the side of the sliding block away from the transmission gear, the end of the second spring away from the transmission gear is fixed with the end of the lower movable slot away from the transmission gear, the base column is provided with a give-way slot communicated with the top wall in the insertion hole and for the upper end of the clamping hook to move, and the base column is further provided with a hook slot for the upper end of the clamping hook to be engaged and cooperated.
[0022] In the process that the insertion column at the top of the lower base column is connected with the insertion hole at the bottom of the upper base column, the clamping hook is abutted by the inner wall of the let-in groove close to the side of the cross beam, so that the clamping hook and the sliding block move towards the side away from the cross beam, thereby gradually compressing the second spring, when the clamping hook corresponds to the hook groove, the clamping hook is reset under the action of the second spring and the connection and positioning between the clamping hook and the hook groove are completed, the connection effect between the insertion column at the top of the lower base column and the insertion hole at the bottom of the upper base column is ensured, meanwhile, the side of the pressing plate away from the base column abuts against the position of the top of the cross beam close to the connecting hook, the connection stability of the cross beam and the base column and the annular connecting seat is ensured, and the stability of the high-strength multi-layer fabricated building structure composed of the base column, the cross beam and the annular connecting seat and the like during use is ensured.
[0023] Further, the insertion column is provided with a vertical hole body communicated with the inner bottom wall of the lower movable groove and extending into the base column, the side wall of the insertion column is provided with a transverse hole body communicated with the vertical hole body, the base column is provided with a quick release assembly for controlling the separation of the clamping hook and the hook groove, the quick release assembly comprises a threaded rod rotatably installed on the inner bottom wall of the vertical hole body, a push rod sleeved on the threaded rod and slidably matched with the vertical hole body, a driven gear fixedly sleeved on the threaded rod, and a transverse rack arranged in the transverse hole body and meshed with the driven gear, the intersection between the bottom of the sliding block and the side of the sliding block close to the transmission gear and the upper end of the push rod are each provided with a third inclined surface matched with each other, and the lower end of the push rod is provided with a threaded hole for threadedly connecting the threaded rod.
[0024] By adopting the above technical scheme, when the two adjacent base columns need to be disassembled, the worker only needs to insert a thin rod into the through hole of the transverse hole body and make the thin rod push the transverse rack, so that the transverse rack drives the driven gear to rotate, thereby making the threaded rod fixed with the driven gear rotate, since the threaded rod is threadedly connected with the threaded hole at the bottom of the push rod and the push rod is slidably matched with the vertical hole body, the push rod moves upward, the third inclined surface at the top of the push rod acts on the sliding block at the bottom of the sliding block and drives the sliding block to slide along the lower movable groove, until the clamping hook is separated from the hook groove, at this time, the worker can lift the upper base column upward and complete the disassembly of the two base columns.
[0025] In summary, the present application has the following beneficial effects: 1. The present application changes the design method of connecting multiple bolts in the traditional technology, which eliminates the tedious operation of repeatedly screwing multiple bolts by the worker, improves the connection efficiency between the cross beam and the base column, and further improves the construction efficiency of the multi-layer fabricated building; 2、In the application, when the cross beam needs to be disassembled, the staff only needs to press the pressing block, the pressing block drives the winding roller to rotate through the transmission assembly, so that the traction rope gradually tightens on the winding roller away from one end of the positioning rod, so that the traction rope pulls the positioning rod and makes the compression spring compress, until the positioning rod and the positioning port are separated, at this time, the staff can lift the cross beam and make the cross beam separate from the annular connecting seat and the connecting hook, complete the disassembly of the cross beam; 3、In the process of connecting the lower base column top insertion column with the upper base column bottom insertion hole, the clamping hook is abutted by the inner wall of the let-in slot close to the side of the cross beam, so that the clamping hook and the sliding block move away from the side of the cross beam, thereby gradually compressing the second spring, when the clamping hook corresponds to the hook slot, the clamping hook is reset under the action of the second spring and completes the connection and positioning between the clamping hook and the hook slot, ensuring the connection effect between the lower base column top insertion column and the upper base column bottom insertion hole, at the same time, the bottom of the pressing plate away from the side of the base column abuts against the position close to the connecting hook on the top of the cross beam, ensuring the connection stability of the cross beam and the base column and the annular connecting seat, and ensuring the stability of the high-strength multi-layer assembly type building structure composed of the base column, the cross beam and the annular connecting seat during use. BRIEF DESCRIPTION OF DRAWINGS
[0026] Figure 1 It is the overall structure schematic diagram of the embodiment of the application; Figure 2 It is Figure 1 The structure schematic diagram after deleting part of the cross beam; Figure 3 It is the schematic diagram for highlighting the connection structure between the base column and the cross beam in the embodiment of the application; Figure 4 It is the structure schematic diagram for highlighting the annular connecting seat in the embodiment of the application; Figure 5 It is the connection structure schematic diagram for highlighting the annular connecting seat and the base column in the embodiment of the application; Figure 6 It is Figure 3 The enlarged schematic diagram of A in Figure 7 It is Figure 3 The enlarged schematic diagram of B in Figure 8 It is the structure schematic diagram of the winding roller in the embodiment of the application; Figure 9 It is Figure 3 The enlarged schematic diagram of C in Figure 10 It is Figure 3 The enlarged schematic diagram of D in
[0027] In the diagram: 1. Base column; 10. Insertion column; 101. Slot; 102. Upper movable slot; 103. Lower movable slot; 11. Insertion hole; 12. Mounting slot; 13. Connecting hole; 14. Receiving hole; 2. Annular connecting seat; 21. Snap-fit part; 22. Clearance opening; 3. Connecting hook; 31. Positioning opening; 4. Crossbeam; 41. Insertion part; 42. Pressing opening; 43. Reinforcing plate; 5. Elastic positioning component; 51. Mounting cylinder; 52. Clamping spring; 53. Positioning rod; 6. First inclined plane; 7. Second inclined plane; 8. Separation mechanism; 81. Separation component; 811. Vertical rod; 812. Pulley; 813. Horizontal plate; 814. Winding roller 815. Movable plate; 816. Pressure block; 817. Traction rope; 818. First spring; 82. Transmission assembly; 821. Drive shaft; 8211. Spiral groove; 822. Spiral drive block; 9. Reinforcing assembly; 91. Transmission gear; 92. Vertical rack; 93. Connecting diagonal rod; 94. Pressure plate; 15. Locking assembly; 151. Hook; 152. Sliding block; 1521. Third inclined surface; 153. Second spring; 16. Relief groove; 17. Hook groove; 18. Vertical hole; 19. Horizontal hole; 20. Quick release assembly; 201. Threaded rod; 202. Push rod; 203. Driven gear; 204. Horizontal rack. Detailed Implementation
[0028] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this application without creative effort are within the scope of protection of this application.
[0029] like Figures 1-10 As shown in the figure, this application discloses a method for constructing a high-strength multi-story prefabricated building, including the following steps: S1. The base column 1 is used as a building support structure. An annular connecting seat 2 is fixedly sleeved on the upper end of the base column 1. A snap-fit part 21 is provided on the outside of the annular connecting seat 2. A connecting hook 3 is fixed on the side wall of the base column 1 near its upper end. A clearance opening 22 communicating with the snap-fit part 21 is provided on the annular connecting seat 2. A positioning opening 31 is provided on the side of the connecting hook 3 away from the base column 1. S2. The crossbeam 4 is placed on the annular connecting seat 2. One end of the crossbeam 4 is inserted into the snap-fit part 21. The end of the crossbeam 4 near the base column 1 is provided with the snap-fit part 41. After the connecting hook 3 passes through the relief opening 22, its top is inserted into the snap-fit part 41. S3. An elastic positioning component 5 is installed on the crossbeam 4. The elastic positioning component 5 is inserted into the positioning port 31 on the connecting hook 3 to achieve a stable connection between the crossbeam 4, the base column 1, and the annular connecting seat 2. S4, the high-strength multi-layer assembly type building foundation assembly connection is completed through cooperation of the base column 1, the annular connecting seat 2, the cross beam 4 and the elastic positioning assembly 5.
[0030] In the installation, the staff needs to align the plug-in part 41 at the bottom of the cross beam 4 with the connecting hook 3 and plug from top to bottom, so that the elastic positioning assembly 5 is plugged and matched with the positioning port 31 on the connecting hook 3, which ensures the quick and stable connection of the cross beam 4 with the base column 1 and the annular connecting seat 2, changes the design mode of connecting by using multiple bolts in the traditional technology, avoids the tedious operation of repeatedly screwing multiple bolts by the staff, improves the connection efficiency between the cross beam 4 and the base column 1, and further improves the construction efficiency of the multi-layer assembly type building.
[0031] The cross beam 4 is a hollow square tube structure, the elastic positioning assembly 5 includes an installation cylinder 51 fixed at a position close to the plug-in part 41 of the cross beam 4, a pressing spring 52 arranged in the installation cylinder 51 and a positioning rod 53 connected with one end of the pressing spring 52 close to the base column 1, the installation cylinder 51 is located at the side of the plug-in part 41 away from the base column 1, and the end of the positioning rod 53 away from the pressing spring 52 is plugged and matched with the positioning port 31. The side of the connecting hook 3 close to the base column 1 and the side of the plug-in part 41 close to the base column 1 are the first inclined surfaces 6 matched with each other, the second inclined surfaces 7 matched with each other are arranged at the intersection of the top of the connecting hook 3 and the side of the connecting hook 3 away from the base column 1 and the bottom of the positioning rod 53 and the side of the positioning rod 53 close to the base column 1.
[0032] In the installation of the cross beam 4, the staff only needs to align the plug-in part 41 at the bottom of the cross beam 4 with the connecting hook 3 and plug from top to bottom, so that the second inclined surface 7 on the positioning rod 53 abuts against the top of the connecting hook 3, so that the positioning rod 53 gradually shrinks into the installation cylinder 51 and compresses the pressing spring 52, when the positioning rod 53 is plugged and matched with the positioning port 31, the positioning rod 53 resets under the action of the pressing spring 52 and is plugged with the positioning port 31, and at this time, the plug-in part 41 at the bottom of the cross beam 4 is plugged with the connecting hook 3 on the side wall of the base column 1, and one end of the cross beam 4 is plugged with the clamping part 21 on the annular connecting seat 2, which realizes the quick and stable connection of the cross beam 4 with the base column 1 and the annular connecting seat 2.
[0033] The beam 4 is provided with a separating mechanism 8, which comprises a separating assembly 81, the separating assembly 81 comprising a vertical rod 811 rotatably installed in the beam 4, a pulley 812 fixedly sleeved on the vertical rod 811, a horizontal plate 813 fixed to the inner wall of the beam 4, a winding roller 814 rotatably installed on the bottom wall of the beam 4, a movable plate 815 arranged in the beam 4, a pressing block 816 fixed to the top of the movable plate 815, a traction rope 817 with one end fixed to the winding roller 814, and a first spring 818 sleeved on the vertical rod 811 and arranged between the bottom of the movable plate 815 and the top of the horizontal plate 813; the vertical rod 811 penetrates through the movable plate 815 and the horizontal plate 813 and is in sliding fit, the top of the beam 4 is provided with a pressing opening 42 through which the pressing block 816 passes, the end of the traction rope 817 away from the winding roller 814 passes through the pulley 812 and the mounting cylinder 51 and is fixed to the end of the positioning rod 53 away from the base column 1, and the separating mechanism 8 further comprises a transmission assembly 82 for driving the winding roller 814 to rotate in the process of the descending of the pressing block 816.
[0034] When the beam 4 needs to be disassembled, the worker only needs to press down the pressing block 816, the pressing block 816 drives the winding roller 814 to rotate through the transmission assembly 82, so that the end of the traction rope 817 away from the positioning rod 53 is gradually wound on the winding roller 814, thereby causing the traction rope 817 to pull the positioning rod 53 and causing the compression of the compression spring 52, until the positioning rod 53 is separated from the positioning opening 31, at this time, the worker can lift up the beam 4 and separate the beam 4 from the annular connecting seat 2 and the connecting hook 3, thereby completing the disassembly of the beam 4.
[0035] The transmission assembly 82 comprises a driving shaft 821 fixed to the bottom of the movable plate 815, the winding roller 814 is sleeved on the driving shaft 821, the transmission assembly 82 further comprises a spiral driving block 822 arranged on the inner side of the winding roller 814, and the side wall of the driving shaft 821 is provided with a spiral groove 8211 in sliding fit with the driving block.
[0036] When the worker presses down the pressing block 816, the pressing block 816 drives the movable plate 815 and the driving shaft 821 to move downward, since the winding roller 814 is rotatably installed on the inner bottom wall of the beam 4, the winding roller 814 is provided with the spiral driving block 822, and the driving shaft 821 is provided with the spiral groove 8211 in sliding fit with the spiral driving block 822, so that the winding roller 814 rotates in the process of the downward movement of the driving shaft 821, thereby causing the end of the traction rope 817 away from the positioning rod 53 to be gradually wound on the winding roller 814.
[0037] To ensure the structural strength of the crossbeam 4 during use, a plurality of reinforcing plates 43 are fixed inside the crossbeam 4, and a plurality of through holes (not shown in the figure) for the traction rope 817 to pass through are arranged on the reinforcing plates 43. To facilitate the installation of the separation mechanism 8 by the staff, the crossbeam 4 is connected by two half-square tubes that are mirror images of each other (the two half-square tubes can be connected by welding or other common fixing methods, or can be connected and fixed by bolts or other detachable connection methods).
[0038] The base column 1 is fixed with a polygonal insertion column 10 at the upper end, and is provided with an insertion hole 11 for the insertion column 10 to be inserted and matched at the lower end. A plurality of mounting grooves 12 are arranged on the side wall of the base column 1 near the lower end. A communication hole 13 is arranged in the base column 1 and is in communication with the top wall of the mounting groove 12. An accommodation hole 14 is in communication with the insertion hole 11 and the communication hole 13. The number of sides of the insertion column 10, the number of mounting grooves 12, the number of communication holes 13, and the number of accommodation holes 14 are all equal. A plurality of clamping grooves 101 are arranged on each side wall of the insertion column 10. The base column 1 is provided with a reinforcing assembly 9 for strengthening the connection between the crossbeam 4 and the annular connecting seat 2. The number of reinforcing assemblies 9 corresponds to the number of crossbeams 4 and the number of mounting grooves 12. The reinforcing assembly 9 includes a transmission gear 91 rotatably installed in the accommodation hole 14 and engaged with the clamping groove 101, a vertical rack 92 arranged in the communication hole 13 and engaged with the transmission gear 91, a connecting inclined rod 93 fixed to the lower end of the vertical rack 92 and located in the mounting groove 12, and a pressing plate 94 fixed to the end of the connecting inclined rod 93 away from the vertical rack 92. The bottom side of the pressing plate 94 away from the base column 1 abuts against the top of the crossbeam 4 near the connecting hook 3.
[0039] When connecting the upper and lower base columns 1, the staff aligns the insertion column 10 at the top of the lower base column 1 with the insertion hole 11 at the bottom of the upper base column 1. During the connection of the insertion column 10 and the insertion hole 11, the plurality of clamping grooves 101 on the insertion column 10 are engaged with the transmission gear 91 in the upper base column 1, thereby driving the plurality of vertical racks 92 to move downward. This causes the connecting inclined rod 93 at the lower end of the vertical rack 92 and the pressing plate 94 at the end of the connecting inclined rod 93 away from the vertical rack 92 to move downward. When the bottom side of the pressing plate 94 away from the base column 1 abuts against the top of the crossbeam 4 near the connecting hook 3, the upper end of the insertion column 10 abuts against the top wall of the insertion hole 11. The arrangement of the pressing plate 94 plays a certain pressing and positioning role on the top of the crossbeam 4, which is conducive to ensuring the stability of the crossbeam 4 during use.
[0040] The upper end of the plug-in column 10 is provided with an upper movable slot 102 and a lower movable slot 103 from top to bottom, the width of the lower movable slot 103 is greater than that of the upper movable slot 102, the plug-in column 10 is provided with a locking assembly 15 for connecting two adjacent base columns 1, the locking assembly 15 includes a clamping hook 151 which is in sliding fit with the upper movable slot 102, a sliding block 152 which is fixed at the lower end of the clamping hook 151 and is in sliding fit with the lower movable slot 103, and a second spring 153 which is fixed at the side of the sliding block 152 away from the transmission gear 91, the end of the second spring 153 away from the transmission gear 91 is fixed with the end of the lower movable slot 103 away from the transmission gear 91, the base column 1 is provided with a gap slot 16 which is in communication with the top wall of the plug-in hole 11 and is used for the upper end of the clamping hook 151 to move, and the base column 1 is also provided with a hook slot 17 which is used for the upper end of the clamping hook 151 to be connected and matched.
[0041] In the process of connecting the plug-in column 10 at the top of the lower base column 1 with the plug-in hole 11 at the bottom of the upper base column 1, the clamping hook 151 is abutted by the inner wall of the gap slot 16 near the side of the cross beam 4, so that the clamping hook 151 and the sliding block 152 move towards the side away from the cross beam 4, thereby gradually compressing the second spring 153, when the clamping hook 151 is in position with the hook slot 17, the clamping hook 151 is reset under the action of the second spring 153 and completes the connection and positioning between the clamping hook 151 and the hook slot 17, thereby ensuring the connection effect between the plug-in column 10 at the top of the lower base column 1 and the plug-in hole 11 at the bottom of the upper base column 1, at the same time, the bottom of the pressing plate 94 away from the side of the base column 1 abuts against the position of the top of the cross beam 4 near the connecting hook 3, thereby ensuring the connection stability of the cross beam 4 with the base column 1 and the annular connecting seat 2, and ensuring the stability of the high-strength multi-layer assembled building structure composed of the base column 1, the cross beam 4 and the annular connecting seat 2 and the like during use.
[0042] The plug-in column 10 is provided with a vertical hole body 18 which is in communication with the inner bottom wall of the lower movable slot 103 and extends into the base column 1, the side wall of the plug-in column 10 is provided with a transverse hole body 19 which is in communication with the vertical hole body 18, the base column 1 is provided with a quick release assembly 20 for controlling the separation of the clamping hook 151 and the hook slot 17, the quick release assembly 20 includes a threaded rod 201 which is rotatably installed on the inner bottom wall of the vertical hole body 18, a push rod 202 which is sleeved on the threaded rod 201 and is in sliding fit with the vertical hole body 18, a driven gear 203 which is fixedly sleeved on the threaded rod 201, and a transverse rack 204 which is arranged in the transverse hole body 19 and is in meshing engagement with the driven gear 203, the intersection between the bottom of the sliding block 152 and the side of the sliding block 152 near the transmission gear 91 and the upper end of the push rod 202 are both provided with third inclined surfaces 1521 which are matched with each other, and the lower end of the push rod 202 is provided with a threaded hole for the threaded connection of the threaded rod 201.
[0043] When the two adjacent base columns 1 need to be disassembled, the worker only needs to insert a thin rod into the through hole of the transverse hole body 19 and make the thin rod push the transverse rack 204, so that the transverse rack 204 drives the driven gear 203 to rotate, so that the threaded rod 201 fixed with the driven gear 203 rotates, since the threaded rod 201 is screwed with the threaded hole at the bottom of the push rod 202, and the push rod 202 is in sliding fit with the vertical hole body 18, so that the push rod 202 moves upward, the third inclined surface 1521 at the top of the push rod 202 acts on the sliding block 152 at the bottom of the sliding block 152 and drives the sliding block 152 to slide along the lower movable groove 103, until the hook 151 is separated from the hook groove 17, at this time, the worker can lift the upper base column 1 upward and complete the disassembly of the two base columns 1.
[0044] The above is only the preferred embodiment of the present application, the protection scope of the present application is not limited to the above-mentioned embodiment, any technical scheme belonging to the idea of the present application is within the protection scope of the present application. It should be pointed out that, for ordinary skilled in the art, some improvements and decorations without departing from the principle of the present application, these improvements and decorations should also be considered as the protection scope of the present application.
Claims
1. A method of constructing high-strength multi-layer fabricated buildings, characterized in that, The method comprises the following steps: S1, the base column (1) is used as a building support structure, and a ring-shaped connecting seat (2) is fixed on the upper end of the base column (1); a clamping portion (21) is arranged on the outer side of the ring-shaped connecting seat (2), a hook (3) is fixedly connected to the side wall of the base column (1) close to the upper end thereof, a positioning opening (22) in communication with the clamping portion (21) is arranged on the ring-shaped connecting seat (2), and a positioning opening (31) is arranged on the side of the hook (3) away from the base column (1); S2, the cross beam (4) is arranged on the ring-shaped connecting seat (2), one end of the cross beam (4) is inserted into the clamping portion (21) in a matching mode, an insertion portion (41) is arranged on the end of the cross beam (4) close to the base column (1), and the top of the hook (3) is inserted into the insertion portion (41) in a matching mode after the hook (3) passes through the positioning opening (22); S3, the elastic positioning assembly (5) is arranged on the cross beam (4), the elastic positioning assembly (5) is inserted into the positioning opening (31) on the hook (3) in a matching mode, so that the cross beam (4) is stably connected to the base column (1) and the ring-shaped connecting seat (2); S4, the base assembly connection of the high-strength multi-layer assembly building is completed through cooperation of the base column (1), the ring-shaped connecting seat (2), the cross beam (4) and the elastic positioning assembly (5).
2. A high strength multi-layer fabricated building construction method according to claim 1, characterized in that, The cross beam (4) is a square tube structure with an inner cavity, the elastic positioning assembly (5) comprises a mounting cylinder (51) fixed at a position close to the insertion portion (41) of the cross beam (4), a pressing spring (52) arranged in the mounting cylinder (51) and a positioning rod (53) connected to one end of the pressing spring (52) close to the base column (1), the mounting cylinder (51) is located on the side of the insertion portion (41) away from the base column (1), and one end of the positioning rod (53) away from the pressing spring (52) is inserted into the positioning opening (31) in a matching mode.
3. A high strength multi-layer fabricated building construction method according to claim 2, characterized in that: The side of the hook (3) close to the base column (1) and the side of the insertion portion (41) close to the base column (1) are first inclined surfaces (6) matched with each other, the top of the hook (3) and the intersection of the side of the hook (3) away from the base column (1) and the bottom of the positioning rod (53) and the side of the positioning rod (53) close to the base column (1) are second inclined surfaces (7) matched with each other.
4. A high strength multi-layer fabricated building construction method according to claim 3, characterized in that: The crossbeam (4) is internally provided with a separating mechanism (8) comprising a separating assembly (81) including a vertical rod (811) rotatably installed in the crossbeam (4), a pulley (812) fixedly sleeved on the vertical rod (811), a horizontal plate (813) fixed to the inner wall of the crossbeam (4), a winding roller (814) rotatably installed on the bottom wall of the crossbeam (4), a movable plate (815) arranged in the crossbeam (4), a pressing block (816) fixed to the top of the movable plate (815), a traction rope (817) with one end fixed to the winding roller (814), and a first spring (818) sleeved on the vertical rod (811) and arranged between the bottom of the movable plate (815) and the top of the horizontal plate (813); the vertical rod (811) penetrates through the movable plate (815) and the horizontal plate (813) and is in sliding fit, the top of the crossbeam (4) is provided with a pressing opening (42) through which the pressing block (816) passes, one end of the traction rope (817) away from the winding roller (814) passes around the pulley (812) and penetrates through the mounting cylinder (51) away from one end of the base column (1), and is fixed to the end of the positioning rod (53) away from the base column (1).
5. A high strength multi-layer fabricated building construction method according to claim 3, characterized in that: The transmission assembly (82) comprises a driving shaft (821) fixed to the bottom of the movable plate (815), and the winding roller (814) is sleeved on the driving shaft (821), and the transmission assembly (82) further comprises a spiral driving block (822) arranged on the inner side of the winding roller (814), and the side wall of the driving shaft (821) is provided with a spiral groove (8211) in sliding fit with the driving block.
6. A high strength multi-layer fabricated building construction method according to claim 5, characterized in that: A plurality of reinforcing plates (43) are fixed in the crossbeam (4), and a through hole for the traction rope (817) to pass through is arranged in the reinforcing plate (43).
7. A high strength multi-layer fabricated building construction method as claimed in claim 5, wherein: The crossbeam (4) is connected by two half-square tubes which are mirror images of each other.
8. A high strength multi-layer fabricated building construction method as claimed in claim 5, wherein: The base column (1) is fixed with a polygonal plug-in column (10) at the upper end, and is provided with a plug-in hole (11) for plug-in cooperation of the plug-in column (10) at the lower end. A plurality of mounting grooves (12) are arranged on the side wall of the base column (1) near the lower end. A communication hole (13) is arranged in the base column (1) and communicates with the top wall of the mounting groove (12). A containing hole (14) is arranged in the base column (1) and communicates with the plug-in hole (11) and the communication hole (13). The number of sides of the plug-in column (10), the number of mounting grooves (12), the number of communication holes (13) and the number of containing holes (14) are equal. A plurality of clamping grooves (101) are arranged on each side wall of the plug-in column (10). A reinforcing assembly (9) is arranged on the base column (1) to strengthen the connection between the cross beam (4) and the annular connecting seat (2). The number of reinforcing assemblies (9) corresponds to the number of cross beams (4) and the number of mounting grooves (12). The reinforcing assembly (9) comprises a transmission gear (91) rotatably arranged in the containing hole (14) and engaged with the clamping groove (101), a vertical rack (92) arranged in the communication hole (13) and engaged with the transmission gear (91), a connecting inclined rod (93) fixed to the lower end of the vertical rack (92) and located in the mounting groove (12), and a pressing plate (94) fixed to the end of the connecting inclined rod (93) away from the vertical rack (92). The bottom of the pressing plate (94) is in abutment with the top of the cross beam (4) near the connecting hook (3) on the side away from the base column (1).
9. A high strength multi-layer fabricated building construction method according to claim 8, characterized in that: The upper end of the plug-in column (10) is provided with an upper movable groove (102) and a lower movable groove (103) from top to bottom. The width of the lower movable groove (103) is greater than that of the upper movable groove (102). A locking assembly (15) is arranged on the plug-in column (10) to connect two adjacent base columns (1). The locking assembly (15) comprises a clamping hook (151) in sliding cooperation with the upper movable groove (102), a sliding block (152) fixed to the lower end of the clamping hook (151) and in sliding cooperation with the lower movable groove (103), and a second spring (153) fixed to the side of the sliding block (152) away from the transmission gear (91). The end of the second spring (153) away from the transmission gear (91) is fixed to the end of the lower movable groove (103) away from the transmission gear (91). A clearance groove (16) is arranged in the base column (1) and communicates with the top wall of the plug-in hole (11) and is used for the upper end of the clamping hook (151) to move. A hook groove (17) is further arranged in the base column (1) and is used for the upper end of the clamping hook (151) to be connected and cooperated.
10. A high strength multi-layer fabricated building construction method according to claim 9, characterized in that: The plug-in post (10) is provided with a vertical hole (18) that communicates with the bottom wall of the lower movable groove (103) and extends into the base post (1). The side wall of the plug-in post (10) is provided with a transverse hole (19) that communicates with the vertical hole (18). The base post (1) is provided with a quick-release assembly (20) for controlling the separation of the hook (151) and the hook groove (17). The quick-release assembly (20) includes a threaded rod (201) that is rotatably installed on the bottom wall of the vertical hole (18), and a sleeve on the threaded rod (201) that is connected to the vertical hole (18). The push rod (202) with sliding fit, the driven gear (203) fixedly sleeved on the threaded rod (201), and the transverse rack (204) set in the transverse hole (19) and meshing with the driven gear (203) are provided. The bottom of the sliding block (152) and the side of the sliding block (152) near the transmission gear (91) are provided with a third inclined surface (1521) that cooperates with each other, and the upper end of the push rod (202) is provided with a threaded hole for the threaded rod (201) to be threaded.
Citation Information
Patent Citations
A method for connecting steel structure beams and columns in prefabricated buildings
CN111501999B
Fabricated replaceable energy-consuming hybrid connection joint and mounting method
CN114922286A
Fabricated beam-column structure for building engineering construction
CN223034187U
Modular Building Units, And Methods Of Constructing And Transporting Same
US20160002909A1