Anti-seismic support hanger with adjustable connecting piece

Abstract

The utility model relates to an anti-seismic support hanger with an adjustable connecting piece, and relates to the technical field of engineering application. The anti-seismic supporting and hanging frame comprises a supporting and hanging frame body arranged on a building structure layer and an inclined rod arranged beside the supporting and hanging frame body and rotationally arranged on the building structure layer through a first connecting assembly, and the inclined rod is detachably arranged on the side wall of the supporting and hanging frame body through a second connecting assembly. The support hanger is detachably arranged on the side wall of the support hanger main body; the second connecting piece A is detachably arranged on the inclined rod, and the second connecting piece A is rotationally connected with the connecting piece B. The supporting and hanging frame body is fixedly installed on a building structure layer and supports and fixes a pipeline system, the inclined rod is rotationally installed on the building structure layer through the first connecting assembly, and the other end of the inclined rod is rotationally installed on the side wall of the vertical rod through the second connecting piece A and the second connecting piece B; therefore, the adjusting capacity and the stability of the anti-seismic support hanger connecting piece are improved.

Description

Technical Field

[0001] The present application relates to the technical field of engineering applications, and in particular to a seismic support and hanger with adjustable connecting parts. Background Art

[0002] In recent years, the performance-based seismic design concept has been continuously developed, and the seismic resistance of structural components has been greatly improved. Major disasters and major economic losses caused by earthquakes are mostly reflected in non-structural components. Many earthquakes around the world have proved the fragility of non-structural components in earthquakes. Damage to the pipeline system caused by damage to the supports and hangers in earthquakes often leads to paralysis or loss of the main structural function of the building, and even casualties. Effectively setting up seismic supports and hangers is an important measure to achieve the above goals. The seismic supports and hangers are firmly connected to the building structure, which can effectively protect non-structural components and resist lateral and longitudinal horizontal seismic forces when an earthquake occurs.

[0003] However, the existing seismic supports and hangers have the following problems: the seismic supports and hangers need to be connected with connectors, through which the two brackets are directly fixed or vertically fixed, and the connectors are provided with mounting holes, which are directly fixed to the brackets by screws, but the traditional connectors have poor connection stability, the brackets are not stable enough, and are prone to shaking and loosening. In addition, since the installation of the supports and hangers needs to be fine-tuned according to the position of the pipeline in actual projects, the connectors need to comprehensively consider the adjustment ability and stability. Utility Model Content

[0004] In order to improve the adjustment capability and stability of the anti-seismic support and hanger connecting piece, the present application provides an anti-seismic support and hanger with an adjustable connecting piece.

[0005] The present application provides an anti-seismic support and hanger with an adjustable connecting piece, which adopts the following technical solution:

[0006] An anti-seismic support and hanger with an adjustable connecting member comprises a support and hanger body arranged on a building structure layer, an inclined rod arranged beside the support and hanger body and rotatably arranged on the building structure layer through a first connecting component, the inclined rod being detachably arranged on a side wall of the support and hanger body through a second connecting component, the second connecting component comprising:

[0007] A connecting piece B, wherein the connecting piece B is detachably arranged on the side wall of the support and hanger body;

[0008] The second connecting member A is detachably arranged on the inclined rod, and the second connecting member A is rotatably connected to the connecting member B.

[0009] By adopting the above technical solution, the support and hanger body is fixedly installed on the building structure layer and supports and fixes the pipeline system. The diagonal rod is rotatably installed on the building structure layer through the first connecting component, and the other end of the diagonal rod is rotatably installed on the side wall of the vertical pole through the second connecting member A and the connecting member B, thereby improving the adjustment ability and stability of the seismic support and hanger connecting member.

[0010] Furthermore, a plurality of through holes are provided on the diagonal rod at intervals along the axial direction, and the second connecting member A is composed of an abutment plate, a clamping plate and a rotating plate, the abutment plate is pressed against the diagonal rod and locked by a locking bolt, the two groups of clamping plates are arranged on the opposite side walls of the abutment plate and pressed against the side walls of the diagonal rod, and the rotating plate is arranged on the abutment plate and is rotatably connected to the connecting member B.

[0011] By adopting the above technical solution, the abutment plate is pressed against the diagonal rod, the two sets of clamping plates are clamped on the side walls of the diagonal rod and fixed to the diagonal rod by locking bolts, and at the same time the rotating plate is pressed against the connecting member B, and the rotating plate is rotatably installed on the connecting member B through the rotating shaft, so that the diagonal rod can be rotatably installed on the vertical rod.

[0012] Furthermore, the abutment plate is provided with a plurality of long strip-shaped mounting holes, the mounting holes are formed by overlapping a plurality of hexagonal holes, and the inner side walls of the mounting holes are in a serrated structure.

[0013] By adopting the above technical solution, the hexagonal neck of the locking bolt and one of the hexagonal holes of the mounting hole are engaged with each other during installation, thereby preventing the locking bolt from slipping and rotating along the length direction of the mounting hole, thereby improving the locking effect of the locking bolt on the abutment plate.

[0014] Furthermore, the support and hanger body comprises:

[0015] Vertical poles, the vertical poles are arranged on the building structure layer through a light base, and multiple groups of the vertical poles are parallel to each other;

[0016] A crossbar, which is arranged on the bottom of the vertical poles and supports the pipeline system, and is connected to multiple groups of vertical poles;

[0017] A fixing assembly, the fixing assembly is arranged on the crossbar and is detachably connected to the vertical bar;

[0018] An ohmic tube bundle is arranged on the crossbar and is used to fix the pipeline system.

[0019] By adopting the above technical solution, the vertical poles are fixedly installed on the building structure layer through a light base, the cross bars are detachably installed on the vertical poles through fixing components and support the pipeline system, and the ohmic tube bundle fixes the pipeline system, thereby forming a support and hanger that supports and fixes the pipeline system.

[0020] Furthermore, the lightweight base is composed of a fixing plate, a locking plate and a bottom plate. The fixing plate is arranged on the vertical pole, and two groups of locking plates are arranged on the opposite side walls of the fixing plate and pressed against the opposite side walls of the vertical pole. The bottom plate is arranged on the locking plate and locked on the building structure layer. Both the fixing plate and the locking plate are provided with mounting holes.

[0021] By adopting the above technical solution, the fixing plate and the two groups of locking plates jointly press and fix the three adjacent groups of side walls of the vertical pole. The fixing plate and the locking plate are both passed through the mounting holes and through holes by carriage bolts and locked on the side walls of the vertical pole. The base plate is fixedly mounted on the locking plate, and the bottom is fixedly mounted on the lower surface of the building structure layer by bolts, so as to lock the vertical pole on the lower surface of the building structure layer.

[0022] Further, the fixing assembly comprises:

[0023] Square connectors, two groups of which are arranged on opposite side walls of the crossbar and clamp the vertical bars;

[0024] A locking bolt passes through two sets of square connectors and the vertical rod and is thread-locked by a nut.

[0025] By adopting the above technical solution, the locking bolt passes through the two sets of square connectors and the vertical pole and is thread-locked by the nut, so that the cross bar is fixedly installed on the vertical pole.

[0026] Furthermore, the square connecting piece is composed of a connecting plate and a clamping plate. The connecting plate is arranged on the cross bar and pressed against the vertical bar. A plurality of mounting holes for facilitating locking with the vertical bar are also provided on the side of the connecting plate in contact with the vertical bar. The clamping plate is arranged on the opposite side walls of the connecting plate and pressed against the opposite side walls of the cross bar.

[0027] By adopting the above technical solution, the connecting plate is pressed against the cross bar, the two sets of clamping plates are clamped on the cross bar and the positions of the clamping plates are fixed, and the vertical pole is moved at the same time, so that the through hole on the vertical pole and the mounting hole cooperate with each other, so that the cross bar is locked on the vertical pole through the square connecting piece.

[0028] Further, the first connection component includes:

[0029] An inclined column base, wherein the inclined column base is arranged on the building structure layer;

[0030] The first connecting member A is rotatably arranged on the inclined column base, and the first connecting member A is detachably arranged on the inclined rod.

[0031] By adopting the above technical solution, the inclined column base is fixedly installed on the lower surface of the building structure layer by bolts. The structure of the first connecting member A is the same as that of the second connecting member A but the installation positions are different. The first connecting member A is rotatably installed on the inclined column base. The first connecting member A is detachably installed on one end of the inclined rod close to the inclined column base by carriage bolts, so that the inclined rod connects the building structure layer and the vertical rod, and both ends of the inclined rod can rotate, thereby finally achieving earthquake resistance.

[0032] Furthermore, the second connecting member A, the light base and the square connecting member are all integrated structures.

[0033] By adopting the above technical solution, the second connecting member A, the light base and the square connecting member are integrated into one structure, thereby improving the connection and fixing effect.

[0034] Furthermore, the square connecting piece is composed of a mounting plate and a limiting plate. The mounting plate is arranged on the cross bar and pressed against the vertical bar. A plurality of mounting holes for facilitating locking with the vertical bar are also provided on the side of the mounting plate in contact with the vertical bar. The limiting plate is arranged on the side wall of the mounting plate and pressed against the other side of the cross bar to limit the mounting plate.

[0035] By adopting the above technical solution, the mounting plate is pressed against the side wall of the crossbar and the limiting plate is pressed against the bottom of the crossbar, and then the mounting plate is locked on the crossbar by bolts, and then the crossbar is pressed against the side wall of the vertical pole, the position of the crossbar on the vertical pole is adjusted, and then the locking bolts are sequentially passed through the mounting plate, the vertical pole, and the mounting plate and threadedly connected through the nuts, and the bolts are tightened to fix the crossbar on the vertical pole, thereby improving the installation accuracy of the crossbar and the vertical pole.

[0036] In summary, the present application includes at least one of the following beneficial technical effects:

[0037] 1. The vertical pole is fixedly installed on the building structure layer through a light base, the cross bar is installed on the vertical pole through a square connector and supports the pipeline system, the diagonal rod is rotatably installed on the building structure layer through the first connector A and the diagonal column base, and the other end of the diagonal rod is rotatably installed on the side wall of the vertical pole through the second connector A and the connector B, so as to improve the adjustment ability and stability of the seismic support and hanger connector.

[0038] 2. Press the mounting plate against the side wall of the crossbar and the limit plate against the bottom of the crossbar, then lock the mounting plate on the crossbar with bolts, then press the crossbar against the side wall of the vertical pole, adjust the position of the crossbar on the vertical pole, then pass the locking bolts through the mounting plate, the vertical pole, and the mounting plate in sequence and connect them through the nut thread, tighten the bolts, so as to fix the crossbar on the vertical pole, thereby improving the installation accuracy of the crossbar and the vertical pole. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] Figure 1 It is a schematic diagram of the seismic support and hanger structure of the first embodiment of the present application;

[0040] Figure 2 It is a schematic diagram of the pole structure of the first embodiment of the present application;

[0041] Figure 3 This is a schematic diagram of the lightweight base structure of Example 1 of the present application;

[0042] Figure 4 This is a schematic diagram of the structure of a square connector according to the first embodiment of the present application;

[0043] Figure 5 is a schematic diagram of the locking bolt structure of the first embodiment of the present application;

[0044] Figure 6 is a schematic diagram of the structure of the second connection component in Embodiment 1 of the present application;

[0045] Figure 7 This is a schematic diagram of the structure of the first connection component in Embodiment 1 of the present application;

[0046] Figure 8 This is a schematic diagram of the square connector structure of Example 2 of the present application.

[0047] 1. Support and hanger body; 11. Vertical pole; 111. Through hole; 12. Horizontal pole; 13. Fixing assembly; 131. Locking bolt; 14. Ohm tube bundle; 2. Light base; 21. Fixing plate; 211. Mounting hole; 22. Locking plate; 23. Bottom plate; 3. Diagonal rod; 4. First connecting assembly; 41. Diagonal column base; 411. Lifting ear; 42. First connecting member A; 43. Rotating shaft; 5. Second connecting assembly; 51. Connecting member B; 511. Supporting ear; 52. Second connecting member A; 521. Abutting plate; 522. Clamping plate; 523. Rotating plate; 6. Square connecting member; 61. Connecting plate; 62. Clamping plate; 63. Mounting plate; 64. Limiting plate. DETAILED DESCRIPTION

[0048] The following is combined with Figure 1-8 This application is described in further detail.

[0049] An embodiment of the present application discloses a seismic support and hanger with an adjustable connection member.

[0050] Example 1

[0051] Reference Figure 1 A seismic support and hanger with an adjustable connecting piece includes a support and hanger body 1 arranged on a building structure layer, an inclined rod 3 arranged beside the support and hanger body 1 and rotatably arranged on the building structure layer through a first connecting component 4, and the inclined rod 3 is detachably arranged on the side wall of the support and hanger body 1 through a second connecting component 5.

[0052] Reference Figure 1 and Figure 2 The support and hanger body 1 includes a vertical pole 11, a horizontal pole 12, a fixing assembly 13 and an ohmic tube bundle 14. The vertical pole 11 is a channel steel structure. A plurality of through holes 111 for locking are provided on the three side walls of the vertical pole 11 along the length direction. The vertical pole 11 is arranged on the lower surface of the building structure layer through a light base 2; a plurality of groups of vertical poles 11 are arranged, and the plurality of groups of vertical poles 11 are installed parallel to each other on the lower surface of the building structure layer; two groups of vertical poles 11 are arranged in this embodiment.

[0053] Reference Figure 1 and Figure 3 The lightweight base 2 is composed of a fixing plate 21, a locking plate 22 and a bottom plate 23. The fixing plate 21 is a rectangular plate-shaped structure. The fixing plate 21 is tightly fixed on the back of the vertical rod 11. The locking plate 22 is provided with two groups. The two groups of locking plates 22 are fixedly installed on the two side walls opposite to each other of the fixing plate 21. The two groups of locking plates 22 are respectively pressed against the two side walls opposite to each other of the vertical rod 11. The fixing plate 21 and the two groups of locking plates 22 are jointly pressed against the three adjacent side walls of the vertical rod 11; the fixing plate 21 and the locking plate 22 are along the axis of the vertical rod 11. A plurality of long strip mounting holes 211 are spaced apart upward, and the mounting holes 211 are formed by overlapping a plurality of hexagonal holes, and the inner wall of the mounting holes 211 is in a serrated structure. The through hole 111 on the vertical pole 11 is in a hexagonal shape that cooperates with the mounting holes 211, and the lightweight base 2 is locked on the vertical pole 11 by a carriage bolt that cooperates with the mounting holes 211; the bottom plate 23 is fixedly mounted on the locking plate 22, and the bottom is fixedly mounted on the lower surface of the building structure layer by bolts, so as to lock the vertical pole 11 on the lower surface of the building structure layer.

[0054] Reference Figure 1 , Figure 4 and Figure 5The cross bar 12 is arranged at the bottom of the vertical pole 11. The cross bar 12 is used to support the pipeline system. The cross bar 12 is connected to multiple groups of vertical poles 11. The cross bar 12 is composed of two groups of channel steels with their backs tightly attached. The three side walls of the cross bar 12 are provided with multiple through holes 111 for locking along the length direction. The end face of the channel steel is pressed against the side wall of the vertical pole 11; the fixing assembly 13 is fixedly installed on the cross bar 12 and detachably connected to the vertical pole 11. The fixing assembly 13 includes a square connector 6 and a locking bolt 131. The square connector 6 is arranged on the opposite side walls of the cross bar 12 and clamps the vertical pole 11; the square connecting rod is composed of a connecting plate 61 and a clamping plate 62. One end of the connecting plate 61 is pressed against It is fixed on the cross bar 12 and locked on the cross bar 12 by bolts, and the end of the connecting plate 61 away from the cross bar 12 is pressed against the side wall of the vertical pole 11; the clamping plate 62 is fixedly installed on the two side walls opposite to each other of the connecting plate 61, and the two groups of clamping plates 62 are respectively pressed against the two side walls opposite to each other of the cross bar 12, so that the square connecting piece 6 is clamped and installed on the cross bar 12; the locking bolt 131 passes through the two groups of square connecting pieces 6 and the vertical pole 11 and is threadedly locked by a nut. A plurality of mounting holes 211 are also provided on the side of the connecting plate 61 in contact with the vertical pole 11 for facilitating locking with the vertical pole 11. The locking bolt 131 is also a carriage bolt, so that the locking bolt 131 can no longer rotate in the mounting hole 211.

[0055] Reference Figure 1 The ohmic tube bundle 14 is fixed on the cross bar 12 by bolts. The ohmic tube bundle 14 is used to fix the pipeline system. In order to improve the fixing effect of the ohmic tube bundle 14 on the pipeline system, a layer of liner is wrapped on the side of the ohmic tube bundle 14 close to the pipeline system.

[0056] Reference Figure 1 and Figure 2 The diagonal rod 3 is a channel steel structure, and a plurality of through holes 111 for locking are opened along the length direction on the three side walls of the diagonal rod 3; the diagonal rod 3, the vertical rod 11 and the horizontal rod 12 of this embodiment are all channel steel rods of the same size and shape but different lengths and installation positions.

[0057] Reference Figure 1 and Figure 6The second connecting component 5 includes a connecting piece B51 and a second connecting piece A52. The connecting piece B51 is detachably arranged on the side wall of the support and hanger body 1. The connecting piece B51 is detachably fixedly installed on the side wall of one group of vertical poles 11 away from the end of the pipeline system by bolts. A supporting ear 511 perpendicular to the side wall of the vertical pole 11 is fixedly installed on the connecting piece B51; the second connecting piece A52 is detachably arranged on the inclined rod 3. The second connecting piece A52 is rotatably connected to the connecting piece B51. The second connecting piece A52 is composed of an abutment plate 521, a clamping plate 522 and a rotating plate 523. The abutment plate 521 is tightly pressed against the inclined rod 3 and locked by a locking bolt. A plurality of long strip mounting holes 211 are opened on the abutment plate 521. The mounting hole 211 is formed by overlapping a plurality of hexagonal holes. The inner wall of the mounting hole 211 is The serrated structure and the locking bolt are carriage bolts. When installed, the hexagonal neck of the locking bolt is engaged with one of the hexagonal holes in the mounting hole 211 to prevent the locking bolt from sliding and rotating along the length direction of the mounting hole 211, thereby improving the locking effect of the locking bolt on the second connecting member A52; the two groups of clamping plates 62 are fixedly installed on the opposite side walls of the abutment class and abut against the side walls of the diagonal rod 3, the abutment plate 521 and the two groups of clamping plates 62 act and clamp on the diagonal rod 3, and are locked by the locking bolt 131, so that the second connecting member A52 can be detachably installed on the diagonal rod 3; the rotating connecting plate 61 is fixedly installed on the abutment plate 521, the rotating plate 523 and the supporting ear 511 are parallel and abutted to each other, and the rotating plate 523 and the supporting ear 511 are rotatably connected through the rotating shaft 43.

[0058] Reference Figure 1 and Figure 7 The first connecting component 4 includes an inclined column base 41 and a first connecting member A42. The inclined column base 41 is fixedly installed on the lower surface of the building structure layer by bolts. A lifting ear 411 is provided at one end of the inclined column base 41 away from the building structure layer. The structure of the first connecting member A42 is the same as that of the second connecting member A52, but the installation position is different. The first connecting member A42 is rotatably installed on the lifting ear 411. The first connecting member A42 is detachably installed on one end of the inclined rod 3 close to the inclined column base 41 by a carriage bolt, so that the inclined rod 3 connects the building structure layer and the vertical rod 11, and both ends of the inclined rod 3 can rotate, thereby finally achieving an earthquake-resistant effect.

[0059] Reference Figure 1 and Figure 6 The second connecting member A52, the connecting member B51, the square connecting member 6, and the light base 2 are all integrated structures and are formed by bending, thereby improving the connection and fixing effect.

[0060] The working principle of Example 1 of the present application is:

[0061] The vertical pole 11 is installed on the building structure layer through the light base 2, the cross bar 12 is installed on the vertical pole 11 through the square connector 6 and supports the pipeline system, the diagonal rod 3 is rotatably installed on the building structure layer through the first connector A42 and the diagonal column base 41, and the other end of the diagonal rod 3 is rotatably installed on the side wall of the vertical pole 11 through the second connector A52 and the connector B51, so as to improve the adjustment ability and stability of the seismic support and hanger connector.

[0062] Example 2

[0063] Reference Figure 1 and Figure 8 The difference between this embodiment and the first embodiment is that the square connector 6 is composed of a mounting plate 63 and a limiting plate 64. The mounting plate 63 is fixed to the side wall of the cross bar 12 and covers the connection seam between the cross bar 12 and the vertical bar 11. The mounting plate 63 is locked to the cross bar 12 by bolts. A plurality of mounting holes 211 are also provided on the side of the mounting plate 63 in contact with the vertical bar 11 to facilitate locking with the vertical bar 11. The limiting plate 64 is fixed to the side wall of the mounting plate 63. The limiting plate 64 is fixed to the bottom of the cross bar 12. The ends are supported and limited, so that the square connector 6 is fixedly installed at the specified position on the cross bar 12; the two groups of square connectors 6 are symmetrically installed on the two side walls of the cross bar 12, and the limiting plates 64 of the two groups of square connectors 6 are both limited and fixed to the bottom surface of the cross bar 12. The locking bolt 131 passes through the two groups of square connectors 6 and the vertical rod 11 and is threadedly locked by a nut. The locking bolt 131 is also a carriage bolt, so that the locking bolt 131 can no longer rotate in the installation hole 211.

[0064] The working principle of Example 2 of the present application is:

[0065] The mounting plate 63 is pressed against the side wall of the cross bar 12 and the limiting plate 64 is pressed against the bottom of the cross bar 12, and then the mounting plate 63 is locked on the cross bar 12 by bolts, and then the cross bar 12 is pressed against the side wall of the vertical pole 11, and the position of the cross bar 12 on the vertical pole 11 is adjusted, and then the locking bolts 131 are passed through the mounting plate 63, the vertical pole 11, and the mounting plate 63 in sequence and threadedly connected through the nuts, and the bolts are tightened to fix the cross bar 12 on the vertical pole 11, thereby improving the installation accuracy of the cross bar 12 and the vertical pole 11.

[0066] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A seismic support and hanger with an adjustable connecting piece, characterized in that: The invention comprises a support and hanger main body (1) arranged on a building structure layer, an inclined rod (3) arranged beside the support and hanger main body (1) and rotatably arranged on the building structure layer via a first connecting component (4), the inclined rod (3) being detachably arranged on a side wall of the support and hanger main body (1) via a second connecting component (5), the second connecting component (5) comprising: A connecting piece B (51), wherein the connecting piece B (51) is detachably arranged on a side wall of the support and hanger body (1); A second connecting member A (52), the second connecting member A (52) is detachably arranged on the inclined rod (3), and the second connecting member A (52) is rotatably connected to the connecting member B (51).

2. The seismic support and hanger with adjustable connecting parts according to claim 1, characterized in that: The inclined rod (3) is provided with a plurality of through holes (111) spaced apart along the axial direction. The second connecting member A (52) is composed of an abutment plate (521), a clamping plate (522) and a rotating plate (523). The abutment plate (521) is pressed against the inclined rod (3) and locked by a locking bolt. Two groups of the clamping plates (522) are arranged on opposite side walls of the abutment plate (521) and pressed against the side walls of the inclined rod (3). The rotating plate (523) is arranged on the abutment plate (521) and is rotatably connected to the connecting member B (51).

3. The seismic support and hanger with adjustable connecting parts according to claim 2, characterized in that: The abutment plate (521) is provided with a plurality of long strip-shaped mounting holes (211), the mounting holes (211) are formed by overlapping a plurality of hexagonal holes, and the inner side walls of the mounting holes (211) are in a sawtooth structure.

4. The seismic support and hanger with adjustable connecting parts according to claim 1, characterized in that: The support and hanger body (1) comprises: Vertical poles (11), the vertical poles (11) being arranged on a building structure layer via a light base (2), and a plurality of groups of the vertical poles (11) being parallel to each other; A cross bar (12), the cross bar (12) being arranged on the bottom of the vertical bars (11) and supporting the pipeline system, the cross bar (12) being interconnected with a plurality of groups of vertical bars (11); A fixing assembly (13), wherein the fixing assembly (13) is arranged on the crossbar (12) and is detachably connected to the vertical bar (11); An ohmic tube bundle (14) is arranged on the crossbar (12) and is used to fix the pipeline system.

5. The seismic support and hanger with adjustable connecting parts according to claim 4, characterized in that: The light base (2) is composed of a fixing plate (21), a locking plate (22) and a bottom plate (23); the fixing plate (21) is arranged on the vertical pole (11); two groups of locking plates (22) are arranged on opposite side walls of the fixing plate (21) and pressed against the opposite side walls of the vertical pole (11); the bottom plate (23) is arranged on the locking plate (22) and locked on the building structure layer; and mounting holes (211) are provided on both the fixing plate (21) and the locking plate (22).

6. The seismic support and hanger with adjustable connecting parts according to claim 5, characterized in that: The fixing assembly (13) comprises: Square connecting pieces (6), two groups of the square connecting pieces (6) are arranged on opposite side walls of the cross bar (12) and clamp the vertical bar (11); A locking bolt (131), wherein the locking bolt (131) passes through the two sets of square connecting pieces (6) and the vertical rod (11) and is thread-locked by a nut.

7. The seismic support and hanger with adjustable connecting parts according to claim 6, characterized in that: The square connecting member (6) is composed of a connecting plate (61) and a clamping plate (62); the connecting plate (61) is arranged on the cross bar (12) and pressed against the vertical bar (11); a plurality of mounting holes (211) are provided on the side of the connecting plate (61) in contact with the vertical bar (11) for facilitating locking with the vertical bar (11); and the clamping plate (62) is arranged on opposite side walls of the connecting plate (61) and pressed against opposite side walls of the cross bar (12).

8. The seismic support and hanger with adjustable connecting parts according to claim 1, characterized in that: The first connection component (4) comprises: An inclined column base (41), wherein the inclined column base (41) is arranged on a building structure layer; A first connecting member A (42), wherein the first connecting member A (42) is rotatably disposed on the inclined column base (41), and the first connecting member A (42) is detachably disposed on the inclined rod (3).

9. The seismic support and hanger with adjustable connecting parts according to claim 6, characterized in that: The second connecting member A (52), the light base (2) and the square connecting member (6) are all integrated structures.

10. The seismic support and hanger with adjustable connecting parts according to claim 6, characterized in that: The square connecting member (6) is composed of a mounting plate (63) and a limiting plate (64); the mounting plate (63) is arranged on the cross bar (12) and pressed against the vertical bar (11); a plurality of mounting holes (211) are provided on the side of the mounting plate (63) that contacts the vertical bar (11) and is convenient for locking with the vertical bar (11); the limiting plate (64) is arranged on the side wall of the mounting plate (63) and pressed against the other side of the cross bar (12) to limit the mounting plate (63).

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