Anti-seismic reinforcing structure of pseudo-classic architecture

Abstract

The utility model relates to the technical field of pseudo-classic buildings, and discloses an anti-seismic reinforcing structure of a pseudo-classic building, which comprises a base, at least two fixing seats are mounted on the upper portion of the base, first supporting rods are rotatably mounted on the upper portions of the fixing seats, and locking assemblies for limiting the first supporting rods are mounted on the fixing seats. A first supporting plate for supporting the upper part of a building is mounted at the top end of the first telescopic rod; a first supporting rod is rotationally mounted on the upper portion of the mounting base, a first telescopic rod is mounted on the first supporting rod, and the upper portion of a beam column can be supported through a first supporting plate on the first telescopic rod; the lower portion of the first supporting rod is connected with a second supporting rod through a rotating assembly, a second telescopic rod is installed on the second supporting rod, the lower portion of the beam column can be supported through a second supporting plate at the top end of the second telescopic rod, and the upper portion and the lower portion of the beam column can be supported at the same time.

Description

Technical Field

[0001] The utility model relates to the technical field of antique buildings, in particular to an earthquake-resistant reinforcement structure of an antique building. Background Art

[0002] Antique buildings refer to buildings that are specifically used to imitate and replace ancient buildings, traditional religious temples, traditional landscaping, historical buildings, cultural relics buildings, and ancient villages, and to restore the historical style and features. Modern antique buildings use reinforced concrete as the main structure, which has changed the force-bearing system of traditional Chinese ancient buildings that was mainly based on a combination of wooden structures. It has absorbed the essence of traditional Chinese ancient architectural style, and on the basis of reinforced concrete structure, the shapes and components of traditional ancient buildings are used as decorative effects to achieve the purpose of imitating antiques in architecture. Since the center of gravity of the building lies in the beams and columns, and the beams and columns have been used for a long time, they are prone to deformation and damage, causing safety hazards in antique buildings.

[0003] When antique buildings are reinforced, supporting structures are usually used to support the beams and columns of the antique buildings. However, the current supporting structures are relatively simple and usually can only support the lower part of the beams and columns but not the upper part of the beams and columns, resulting in poor reinforcement effect on the antique buildings.

[0004] Therefore, we proposed an earthquake-resistant reinforcement structure for antique buildings in order to solve the problems raised above. Utility Model Content

[0005] The purpose of the present utility model is to solve the above-mentioned problems.

[0006] To achieve the above-mentioned purpose, the utility model adopts the following technical scheme: an earthquake-resistant reinforcement structure of an antique building, comprising a base, at least two fixed seats are installed on the upper part of the base, and a first support rod is rotatably installed on the upper part of the fixed seat, a locking assembly for limiting the first support rod is installed on the fixed seat, a first telescopic rod is slidably installed on the upper part of the first support rod, a first support plate for supporting the upper part of the building is installed on the top of the first telescopic rod, a rotating assembly is installed on the bottom end of the first support rod, and a second support rod is installed on the rotating assembly, a second telescopic rod is installed on the second support rod, a second support plate for supporting the lower part of the building is installed on the top of the second telescopic rod, and adjacent second support plates are connected by fixing bolts.

[0007] Further: the base includes a semicircular first bottom plate and a semicircular second bottom plate, and protrusions are fixed at both ends of the first bottom plate, grooves are opened at both ends of the second bottom plate, a first threaded hole is opened on the protrusion, and a first through hole connected to the groove is opened at both ends of the second bottom plate, and a first bolt connected to the first threaded hole is installed inside the first through hole.

[0008] Further: the locking assembly includes an installation groove opened on the side wall of the fixed seat, and an "arc"-shaped through groove is opened on one side of the installation groove, and a locking column is slidably installed inside the "arc"-shaped through groove, and one end of the locking column is fixedly connected to the side wall of the first support rod, and a locking plate is detachably installed inside the installation groove, and a locking hole is opened on the locking plate for use with the locking column.

[0009] Furthermore: a plurality of second threaded holes are formed on the side wall of the installation groove, a second through hole corresponding to the second threaded hole is formed on the locking plate, and a second bolt used in conjunction with the second threaded hole is installed inside the second through hole.

[0010] Furthermore: the rotating assembly includes a fixed shaft fixed at the lower part of the first support rod, and a rotating sleeve fixed to the bottom end of the second support rod is rotatably mounted on the fixed shaft.

[0011] Further: extension shafts are symmetrically fixed on both sides of the first telescopic rod, a first sliding groove is opened in the extension direction of the side wall of the first support rod, and the extension shaft is slidably installed in the first sliding groove.

[0012] Further: a threaded column is fixed on the back of the first telescopic rod, a second installation groove for use with the threaded column is opened on the back of the first support rod, and one end of the threaded column passes through the second installation groove and is threadedly installed with a nut.

[0013] Furthermore: the second support rod and the second telescopic rod are connected by threads.

[0014] Furthermore: a first rotating seat is fixed to the top end of the second telescopic rod, and a fixed seat is fixed to the outer side of the second supporting plate, and the first rotating seat is rotatably mounted on the fixed seat.

[0015] Further: a second rotating seat is rotatably mounted on the top end of the first telescopic rod, and the outer side of the first supporting plate is fixed to one end of the second rotating seat.

[0016] Beneficial effects of the utility model:

[0017] The utility model has a first support rod rotatably installed on the upper part of the mounting seat and a first telescopic rod installed on the first support rod, and the upper part of the beam column can be supported by the first support plate on the first telescopic rod, the lower part of the first support rod is connected to the second support rod through a rotating assembly and the second telescopic rod is installed on the second support rod, and the lower part of the beam column can be supported by the second support plate at the top end of the second telescopic rod, and the upper and lower parts of the beam column can be supported at the same time, thereby improving the reinforcement effect of the beam column and reducing the collapse phenomenon.

[0018] The first support rod and the first telescopic rod of the utility model are connected in a sliding manner, so that the first telescopic rod can be adjusted up and down according to the height of the beam and column and the upper part of the beam and column can be supported; the second support rod and the second telescopic rod are adjusted in a threaded manner, and the second telescopic rod can also be adjusted according to the height of the beam and column and the lower part of the beam and column can be supported, so that it can be applicable to beams of various heights, thereby improving the use effect of the reinforcement structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0020] Figure 2 It is a partial structural schematic diagram of the utility model;

[0021] Figure 3 It is a schematic diagram of the partial explosion structure of the utility model;

[0022] Figure 4 It is a schematic diagram of the exploded structure of the base in the utility model.

[0023] The names corresponding to the marks in the figure are:

[0024] 1. Base; 101. First bottom plate; 102. Second bottom plate; 103. Protrusion; 104. Groove; 105. First threaded hole; 106. First through hole; 107. First bolt; 2. Mounting seat; 3. First support rod; 4. Locking assembly; 41. First mounting groove; 42. "Arc" shaped through groove; 43. Locking column; 44. Locking plate; 45. Locking hole; 46. Second threaded hole; 47. Second through hole; 5. First telescopic rod; 6. First support plate; 71. Fixed shaft; 72. Rotating sleeve; 8. Second support rod; 9. Second telescopic rod; 10. Second support plate; 11. Fixed bolt; 12. Extension shaft; 13. First slide groove; 14. Threaded column; 15. Second mounting groove; 16. Nut; 17. First rotating seat; 18. Fixed seat; 19. Second rotating seat. DETAILED DESCRIPTION

[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field belong to the scope of protection of the utility model.

[0026] Embodiments of the present utility model:

[0027] The invention discloses an anti-seismic reinforcement structure of an antique building, comprising a base 1. Specifically, the base 1 comprises a semicircular first bottom plate 101 and a semicircular second bottom plate 102. The first bottom plate 101 and the second bottom plate 102 are arranged so that the reinforcement structure can be sleeved on a beam column. Both ends of the first bottom plate 101 are fixed with protrusions 103. Both ends of the second bottom plate 102 are provided with grooves 104. The protrusions 103 are provided with first threaded holes 105. The second bottom plate 102 is provided with first through holes 106. The protrusions 103 at both ends of the first bottom plate 101 are provided with first threaded holes 106. After being inserted into the groove 104, the first bolt 107 passes through the first through hole 106 and is threadedly connected with the first threaded hole 105 on the protrusion 103, thereby playing the role of fastening the first bottom plate 101 and the second bottom plate 102. It should be noted that: the first bottom plate 101 and the second bottom plate 102 are respectively provided with a plurality of stepped holes 108, so that the pin can pass through the stepped holes 108 and be fixed to the ground, playing the role of fixing the first bottom plate 101 and the second bottom plate 102, and preventing the reinforcement structure from being offset during use.

[0028] Two mounting seats 2 with a "U"-shaped cross-section are fixed to the top of the first base plate 101 and the second base plate 102, respectively. A rotating shaft 31 is symmetrically fixed to the bottom of the first support rod 3, and the first support rod 3 is rotatably connected to the rotating hole provided on the mounting seat 2 through the rotating shaft 31, so that the first support rod 3 can be rotated and adjusted according to the needs of use. Locking components 4 are installed on both sides of the mounting seat 2. Through the setting of the locking components 4, the first support rod 3 is locked to prevent the first support rod 3 from rotating during use. A first telescopic rod 5 is slidably installed inside the first support rod 3, so that the height of the first telescopic rod 5 can be adjusted; and an extension shaft 12 is symmetrically fixed to the lower part of the first telescopic rod 5, and first sliding grooves 13 are provided on both sides of the first support rod 3 along the length direction, and The extension shaft 12 is installed in the first slide groove 13 for sliding up and down. The extension shaft 12 and the first slide groove 13 are set to limit the first telescopic rod 5 to prevent the first telescopic rod 5 from detaching from the first support rod 3. A threaded column 14 is fixed to the back of the first telescopic rod 5. A second mounting groove 15 is opened on the back of the first support rod 3 along the length direction, and the threaded column 14 passes through the second mounting groove 15 and is threadedly installed with a nut 16. The threaded column 14, the second mounting groove 15 and the nut 16 are set to tighten the first telescopic rod 5 to prevent the first telescopic rod 5 from sliding downward during use. The top end of the first telescopic rod 5 is hinged with a second rotating seat 19, and a "arc-shaped" first support plate 6 is fixed to one side of the second rotating seat 19, thereby supporting the upper part of the beam column.

[0029] A fixed shaft 71 is fixed to the lower part of the first support rod 3, and a rotating sleeve 72 is rotatably installed on the fixed shaft 71, a second support rod 8 is fixed to the outer surface of the rotating sleeve 72, a second telescopic rod 9 is installed on the internal thread of the second support rod 8, and a first rotating seat 17 is fixed to one end of the second telescopic rod 9, a fixed seat 18 is rotatably installed on the first rotating seat 17, and a second support plate 10 is fixed to one side of the fixed seat 18. Through the arrangement of the second support plate 10, the lower part of the beam column can be supported, and fixed plates 20 are fixed on both sides of the second support plate 10. Adjacent fixed plates 20 are connected by fixing bolts 11, so that multiple second support plates 10 can be connected, which further plays a role in reinforcing the beam column.

[0030] Specifically, the locking assembly 4 includes a first mounting groove 41 provided on the side wall of the mounting seat 2, and an "arc" shaped through groove 42 is provided on one side of the first mounting groove 41, and a locking column 43 is slidably installed inside the "arc" shaped through groove 42, and one end of the locking column 43 is fixedly connected to the side wall of the first support rod 3, and a locking hole 45 is provided on the locking plate 44. After the locking plate 44 is inserted into the interior of the first mounting groove 41, the locking column 43 is inserted into one of the locking holes 45, thereby locking the first support rod 3 and reducing the rotation of the first support rod 3 during use. A plurality of second threaded holes 46 are provided on one side of the first mounting groove 41, and a second through hole 47 is provided on the locking plate 44. The second bolt 48 passes through the second through hole 47 and is threadedly connected to the second threaded hole 46, thereby fixing the locking plate 44 and preventing the locking plate 44 from falling off during use.

[0031] When supporting the beams and columns of the antique building, firstly, the first bottom plate 101 and the second bottom plate 102 are placed at the position of the beams and columns, so that the beams and columns are located inside the first bottom plate 101 and the second bottom plate 102, and then the protrusions 103 at both ends of the first bottom plate 101 are inserted into the grooves 104 at both ends of the second bottom plate 102, and then the first bolts 107 are used to pass through the first through holes 106 and are threadedly connected with the first threaded holes 105 to fix the first bottom plate 101 and the second bottom plate 102 together, and then the pins can be used to pass through the stepped holes 108 to fix to the ground, thereby playing a role in fixing the base 1, and then the first support rod 3 is rotated, so that the first support rod 3 drives the locking column 43 to rotate inside the "arc" shaped through groove 42, if the angle adjustment of the first support rod 3 is completed, the locking plate 44 can be inserted into the first installation groove 41, so that the locking column 43 is inserted into the corresponding locking hole 45, thereby playing a role in locking the first support rod 3, and then the second bolts 48 are used to pass through the first through holes 106 and the first threaded holes 105 to fix the first bottom plate 101 and the second bottom plate 102 together. The second through hole 47 is threadedly connected with the second threaded hole 46, so as to fasten the locking plate 44, and then the height of the first telescopic rod 5 can be adjusted according to the height of the beam column. After the height adjustment of the first telescopic rod 5 is completed, the nut 16 is tightened to fix the first telescopic rod 5, thereby reducing the sliding of the first telescopic rod 5 during use, and then the upper part of the beam column is supported by the first support plate 6 at the top of the first telescopic rod 5. After the upper part of the beam column is supported; the second support rod 8 can be rotated, and then the second telescopic rod 9 is rotated, so that the height of the second support plate 10 can be adjusted during the rotation of the second telescopic rod 9 in the second support rod 8. After the second support plate 10 contacts the lower part of the beam column, the adjacent fixing plate 20 is connected by the fixing bolt 11 to support the lower part of the beam column, so that the upper part and the lower part of the beam column can be supported at the same time, which can improve the reinforcement of the antique building and reduce the collapse phenomenon.

Claims

1. An earthquake-resistant reinforcement structure for an antique building, comprising a base (1), characterized in that: At least two mounting seats (2) are installed on the upper part of the base (1), and a first support rod (3) is rotatably installed on the upper part of the mounting seat (2), a locking assembly (4) for limiting the first support rod (3) is installed on the mounting seat (2), a first telescopic rod (5) is slidably installed on the upper part of the first support rod (3), a first support plate (6) for supporting the upper part of a building is installed on the top of the first telescopic rod (5), a rotating assembly is installed on the bottom end of the first support rod (3), and a second support rod (8) is installed on the rotating assembly, a second telescopic rod (9) is installed on the second support rod (8), a second support plate (10) for supporting the lower part of the building is installed on the top of the second telescopic rod (9), and adjacent second support plates (10) are connected by fixing bolts (11).

2. The seismic reinforcement structure of an antique building according to claim 1, characterized in that: The base (1) comprises a semi-circular first bottom plate (101) and a semi-circular second bottom plate (102), and protrusions (103) are fixed at both ends of the first bottom plate (101), and grooves (104) are provided at both ends of the second bottom plate (102), and a first threaded hole (105) is provided on the protrusion (103), and a first through hole (106) connected to the groove (104) is provided at both ends of the second bottom plate (102), and a first bolt (107) connected to the first threaded hole (105) is installed inside the first through hole (106).

3. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: The locking assembly (4) comprises a first mounting groove (41) provided on the side wall of the mounting seat (2); an arc-shaped through groove (42) is provided on one side of the first mounting groove (41); a locking column (43) is slidably installed inside the arc-shaped through groove (42); one end of the locking column (43) is fixedly connected to the side wall of the first support rod (3); a locking plate (44) is detachably installed inside the first mounting groove (41); and a locking hole (45) for use with the locking column (43) is provided on the locking plate (44).

4. The earthquake-resistant reinforcement structure of an antique building according to claim 3 is characterized in that: The side wall of the first installation groove (41) is provided with a plurality of second threaded holes (46), the locking plate (44) is provided with a second through hole (47) corresponding to the second threaded hole (46), and a second bolt (48) used in conjunction with the second threaded hole (46) is installed inside the second through hole (47).

5. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: The rotating assembly comprises a fixed shaft (71) fixed to the lower part of the first supporting rod (3), and a rotating sleeve (72) fixed to the bottom end of the second supporting rod (8) is rotatably mounted on the fixed shaft (71).

6. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: Extension shafts (12) are symmetrically fixed on both sides of the first telescopic rod (5), a first sliding groove (13) is provided on the side wall of the first support rod (3) in the extension direction, and the extension shaft (12) is slidably installed in the first sliding groove (13).

7. The earthquake-resistant reinforcement structure of an antique building according to claim 6, characterized in that: A threaded column (14) is fixed on the back of the first telescopic rod (5), a second mounting groove (15) for use with the threaded column (14) is provided on the back of the first support rod (3), and one end of the threaded column (14) passes through the second mounting groove (15) and is threadedly mounted with a nut (16).

8. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: The second support rod (8) and the second telescopic rod (9) are connected in a threaded manner.

9. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: A first rotating seat (17) is fixed to the top end of the second telescopic rod (9), a fixed seat (18) is fixed to the outer side of the second supporting plate (10), and the first rotating seat (17) is rotatably mounted on the fixed seat (18).

10. The earthquake-resistant reinforcement structure of an antique building according to claim 1, characterized in that: A second rotating seat (19) is rotatably mounted on the top end of the first telescopic rod (5), and the outer side of the first supporting plate (6) is fixed to one end of the second rotating seat (19).

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