CN117536355A - Anti-seismic connection structure for building structure - Google Patents
Anti-seismic connection structure for building structure Download PDFInfo
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- CN117536355A CN117536355A CN202410028651.5A CN202410028651A CN117536355A CN 117536355 A CN117536355 A CN 117536355A CN 202410028651 A CN202410028651 A CN 202410028651A CN 117536355 A CN117536355 A CN 117536355A
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- 230000008093 supporting effect Effects 0.000 claims abstract description 106
- 210000001503 joint Anatomy 0.000 claims abstract description 24
- 230000000712 assembly Effects 0.000 claims abstract description 10
- 238000000429 assembly Methods 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000035939 shock Effects 0.000 claims 3
- 238000000034 method Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 4
- 229910003460 diamond Inorganic materials 0.000 description 3
- 239000010432 diamond Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the field of building structures, in particular to an anti-seismic connecting structure for a building structure, which comprises a main supporting frame, a plurality of supporting frames arranged in the main supporting frame and connecting members arranged between the supporting frames and used for connecting the supporting frames; the support frame is internally provided with a plurality of inner support plates, and the connecting member comprises a connecting frame and a support inner frame arranged in the connecting frame; the connecting frames are supported in the main supporting frames and arranged between the adjacent supporting frames, the inner supporting guard plates are in butt joint with the connecting frames, staggered columns are arranged in the inner frame corner areas of the supporting inner frames in the connecting frames, and the inner supporting guard plates extend into the connecting frames and are provided with inscription assemblies; the connecting component is also internally provided with a middle support component which is used for supporting the supporting inner frame and connecting the middle support components in the adjacent main supporting frames. The invention can form a three-dimensional anti-seismic supporting effect from the inner aspect and the outer aspect, and maximally improves the stability of anti-seismic connection.
Description
Technical Field
The invention relates to the field of building structures, in particular to an anti-seismic connection structure for a building structure.
Background
The building structure refers to a system which is composed of various components and can bear various functions in house construction, wherein the functions refer to various factors which can cause the system to generate internal force and deformation, such as loads, earthquakes, temperature changes, foundation settlement and the like. For the house construction in the earthquake zone area, the connection area of the building board is provided with an earthquake-resistant connection structure, which is a required structural part of the building structure in the prior art,
chinese patent (issued publication number: CN 212801968U) discloses an earthquake-resistant structure for a building structure, wherein a damping spring structure and a supporting structure are arranged, so that a building body can stretch up and down and swing laterally during vibration, and a telescopic rod is driven to rotate through the movement of a second sliding block, so that the building body can be positioned laterally, and the lateral swing amplitude is prevented from being overlarge; the patent is aimed at carrying out earthquake-resistant operation by using a spring, and the spring has the effect of supporting force; however, the spring itself is also an unstable factor of vibration, and once an earthquake occurs, the spring cannot guarantee the earthquake-resistant degree of the structure, and when the earthquake force affects the inside of the structure, the collapse of the inside of the building structure can be accelerated.
Disclosure of Invention
The present invention is directed to an earthquake-resistant connection structure for building structures, which solves the problems set forth in the background art.
In order to achieve the above purpose, the present invention provides the following technical solutions:
an anti-seismic connection structure for a building structure comprises a main support frame, a plurality of support frames arranged in the main support frame and a connecting member arranged between the support frames and used for connecting the support frames;
the support frame is internally provided with a plurality of inner support plates, and the connecting member comprises a connecting frame and a support inner frame arranged in the connecting frame;
the connecting frames are supported in the main supporting frames and arranged between the adjacent supporting frames, the inner supporting guard plates are in butt joint with the connecting frames, staggered bars are arranged in the corner areas of the inner frames of the connecting frames, the inner supporting guard plates extend into the connecting frames and are provided with inscription assemblies, and the inscription assemblies are in supporting and abutting joint with the supporting inner frames and are installed through the staggered bars;
and the connecting component is internally provided with a middle support component which is used for supporting the supporting inner frame and connecting the middle support components in the adjacent main supporting frames.
As a further scheme of the invention: the supporting inner frame comprises an outer supporting frame body, an inner supporting frame body and fixed plates which are used for connecting the outer supporting frame body and the inner supporting frame body; the outer support frame body, the both sides of interior support frame body are all fixed in on the inner wall of linking frame, the both ends all are provided with the conflict extension board about outer support frame body, the interior support frame body, the conflict extension board is used for connecting outer support frame body, interior support frame body and support in the frame plate inner wall of main support frame.
As a further scheme of the invention: the fixed plate is externally connected with an extension support plate, a triangular butt joint space is formed between the extension support plate and the outer support frame body, the main body of the staggered fence is a staggered frame, the staggered frame is supported between the extension support plate and the inner support frame body in a triangular structure, butt joint protrusions are further arranged on the inner edges of the staggered frame, butt joint grooves are formed in the butt joint protrusions, and the extension support plate is embedded and inserted into the butt joint grooves.
As a further scheme of the invention: the inner connecting assembly comprises a fixed end arranged on the inner support plate, an inner edge cylinder arranged on the fixed end and an inserting screw cone arranged on the inner edge cylinder, an inserting end is arranged at the inner angle position of the staggered frame, a positioning hole is formed in the connecting frame, and the inserting screw cone penetrates into the staggered frame through the positioning hole and is connected with the inserting end.
As a further scheme of the invention: the middle support assembly comprises a middle support piece, a plurality of scattering frames arranged on the periphery of the middle support piece and a reinforcing member arranged at the outer end of the scattering frames, wherein a support gap is arranged between the outer support frame body and the inner support frame body, the reinforcing member comprises a reinforcing sheet arranged in the support gap and a locking bolt used for fixing the reinforcing sheet and the scattering frames, the reinforcing sheet is externally connected with an inner support sheet, the inner support sheet is supported between the outer support frame body and the inner support frame body and is provided with an inner edge bolt, and the inner edge bolt is fixedly connected with a fixed plate.
As a further scheme of the invention: the main body of the middle position supporting piece is an arc-shaped sleeve which is mutually butted, a cylinder inner cavity is formed between the arc-shaped sleeves, a beam rod is penetrated in the cylinder inner cavity and is connected between the cylinder inner cavities of the adjacent main supporting frames,
as still further aspects of the invention: be provided with the connection core on the outer wall of arc cover respectively, the connection core of upper and lower both sides passes through inner core pin fixed connection, and the outer end of connection core all is provided with fixing bolt, the scattering frame includes the connecting block to and install the reinforcement loop bar on the connecting block, the connecting block is connected with the connection core through fixing bolt, the reinforcement loop bar is connected with the reinforcement.
Compared with the prior art, the invention has the beneficial effects that:
1. the main support frame is an integral external modeling support structure, the support frame is a sectional type support main support frame, and the connecting component is used for supporting the main support frame in an auxiliary mode and is used for connecting the support frame to form a stable main body.
2. The connecting member comprises a connecting frame and a supporting inner frame arranged in the connecting frame, the supporting inner frame supports the connecting frame from inside to outside, the connecting frame is connected with the supporting frame again, and meanwhile, the supporting inner frame and the connecting frame also support the main supporting frame in an auxiliary mode to form a supporting structure from inside to outside.
3. The support frame is internally provided with a plurality of inner support plates again to form a layered support frame, the support inner frame is further provided with staggered columns in the inner frame corner areas of the connecting frame, and each inner support plate is connected with the staggered columns in a butt joint mode through the inner connecting assembly, so that a crossed support structure is formed, stability is improved, tightness of parts is improved, and risk of being broken is reduced.
4. The connecting component is internally provided with a middle support component which further supports the support inner frame and interconnects adjacent main support frames, thereby forming an integral support net and maximally improving the stability of anti-seismic connection.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the application and together with the description, serve to explain the principles of the application. Meanwhile, these drawings and the written description are not intended to limit the scope of the inventive concept in any way, but to illustrate the inventive concept to those skilled in the art by referring to specific embodiments.
Fig. 1 is a schematic diagram of an overall structure of an earthquake-resistant connection structure for a building structure according to an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a connection member according to an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a supporting inner frame according to an embodiment of the present invention.
Fig. 4 is a schematic structural view of the area a in fig. 3 according to the present invention.
Fig. 5 is a schematic structural diagram of a middle support assembly according to an embodiment of the present invention.
Fig. 6 is a schematic structural view of a middle support according to an embodiment of the present invention.
In the figure: 11. a main support frame; 12. a support frame; 13. an inner support guard board; 14. a connecting member; 15. supporting an inner frame; 16. a connection frame; 17. a middle support assembly; 18. staggered columns; 19. inscribing the assembly; 21. an outer support frame; 22. an inner support frame; 23. fixing the plate; 24. extending the support plate; 25. the supporting plate is abutted; 31. a staggered frame; 32. butt joint bulges; 33. a butt joint notch; 34. an insertion end; 41. positioning holes; 42. a fixed end; 43. an inner edge cylinder; 44. inserting a screw cone; 51. a median support; 52. a scattering frame; 53. a reinforcement; 54. a reinforcing sheet; 55. a locking bolt; 56. an inner support sheet; 57. an inner edge bolt; 58. supporting the gap; 61. an arc sleeve; 62. an inner cavity of the cylinder body; 63. an inner core pin; 64. a connecting core; 65. a fixing bolt; 66. a connecting block; 67. reinforcing the loop bar; 71. and a beam.
Detailed Description
The technical solutions according to the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings, examples of which are shown in the accompanying drawings. When the following description refers to the accompanying drawings, like numerals in the various drawings refer to like or similar elements, unless otherwise specified.
It will be apparent that the described embodiments are only some, but not all, embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Specific implementations of the invention are described in detail below in connection with specific embodiments.
In one embodiment;
referring to fig. 1 and 2, there is provided an earthquake-resistant connection structure for a building structure, including a main support frame 11, a plurality of support frames 12 disposed within the main support frame 11, and a connection member 14 disposed between the support frames 12 and connecting the support frames 12;
the supporting frame 12 is internally provided with a plurality of inner supporting plates 13, the connecting member 14 comprises a connecting frame 16 and a supporting inner frame 15 arranged in the connecting frame 16;
the connecting frames 16 are supported in the main supporting frames 11 and are arranged between the adjacent supporting frames 12, the inner supporting guard plates 13 are respectively butted with the connecting frames 16, staggered columns 18 are arranged on the inner frame corner areas of the connecting frames 16 in the supporting inner frames 15, the inner supporting guard plates 13 extend into the connecting frames 16 and are provided with inscription assemblies 19, and the inscription assemblies 19 are in supporting conflict with the supporting inner frames 15 and are butted and installed through the staggered columns 18;
also provided within the connecting members 14 are intermediate leg assemblies 17, the intermediate leg assemblies 17 being arranged to support the inner frame 15 and to connect intermediate leg assemblies 17 within adjacent main support frames 11.
The present embodiment is a building earthquake-resistant structure for earthquake-resistant connection of building structures in a planar area, and is not applicable to building corner areas or building structures having an obvious inclination angle; the main supporting frame 11 is an integral external modeling supporting structure, the supporting frame 12 is a sectional type supporting main supporting frame 11, and the connecting member 14 is used for supporting the main supporting frame 11 in an auxiliary manner and connecting the supporting frame 12 to form a stable main body.
The connecting member 14 includes a connecting frame 16, and a supporting inner frame 15 disposed in the connecting frame 16, the supporting inner frame 15 supports the connecting frame 16 from inside to outside, the connecting frame 16 is connected to the supporting frame 12, and the supporting inner frame 15 and the connecting frame 16 also assist in supporting the main supporting frame 11 to form a supporting structure from inside to outside.
The support frame 12 is internally provided with a plurality of inner support plates 13 again to form a layered support frame, the support inner frame 15 is further provided with staggered columns 18 in the inner frame corner areas of the connecting frame 16, and each inner support plate 13 is butted with the staggered columns 18 through an inner connecting assembly 19, so that a crossed support structure is formed, stability is improved, tightness of parts is improved, and risk of being broken is reduced.
A middle support assembly 17 is further provided in the connection member 14, and the middle support assembly 17 further supports the support inner frame 15 and connects the adjacent main support frames 11 to each other, thereby forming an integral support net, and maximizing the stability of the anti-seismic connection.
In one embodiment;
based on the above embodiment, for the specific implementation structure of the supporting inner frame 15, please refer to fig. 3, the following design is made in this embodiment:
the supporting inner frame 15 comprises an outer supporting frame body 21, an inner supporting frame body 22 and fixed plates 23 which are used for connecting the outer supporting frame body 21 and the inner supporting frame body 22; the both sides of outer support framework 21, interior support framework 22 are all fixed in on the inner wall of linking frame 16, the both ends all are provided with conflict extension board 25 about outer support framework 21, interior support framework 22, conflict extension board 25 is used for connecting outer support framework 21, interior support framework 22 and struts in the frame plate inner wall of main support frame 11.
The main body of the supporting inner frame 15 is an outer supporting frame body 21 and an inner supporting frame body 22, the supporting inner frame 15 forms a frame body structure similar to a diamond, the left side and the right side of the supporting inner frame 15 are supported on the connecting frame 16, the upper end and the lower end of the outer supporting frame body 21 and the lower end of the inner supporting frame body 22 are supported on the main supporting frame 11 through the supporting plates 25, and accordingly the supporting inner frame 15 and the connecting frame 16 are combined and supported from inside to outside.
In one embodiment;
based on the above embodiment, for the specific connection structure of the interlaced beams 18 and the inscription assembly 19, please refer to fig. 4, the following design is made in this embodiment:
the fixed plate 23 is externally connected with an extension support plate 24, the extension support plate 24 and the fixed plate 23 are of an integrated structure, a triangular butt joint space is formed between the extension support plate 24 and the outer support frame 21, the main body of the staggered fence 18 is a staggered frame 31, the staggered frame 31 is supported between the extension support plate 24 and the outer support frame 21 in a triangular structure, the inner edge of the staggered frame 31 is also provided with a butt joint protrusion 32, a butt joint notch 33 is formed at the butt joint protrusion 32, and the extension support plate 24 is embedded in the butt joint notch 33.
The staggered frames 31 are supported between the extension support plates 24 and the outer support frame body 21 to form a triangular filling structure, the support inner frame 15 is of a diamond structure, the staggered frames 31 on two sides of the triangular filling structure support the support inner frame 15 in the diamond corner areas of the support inner frame 15, the stability degree is ensured, and meanwhile, the connection relation between the support inner frame 15 and the connection frame 16 is enhanced; the side edges of the staggered frames 31 are also provided with butt joint notches 33 through a convex structure, and the extension support plates 24 are embedded and inserted into the butt joint notches 33 to form cross-type 'bow' -shaped connection, so that the stability coefficient is greatly improved.
The inner connecting assembly 19 comprises a fixed end 42 mounted on the inner support plate 13, an inner edge cylinder 43 arranged on the fixed end 42, and an inserting screw cone 44 mounted on the inner edge cylinder 43, wherein the inner angle position of the staggered frame 31 is provided with an inserting end 34, the connecting frame 16 is provided with a positioning hole 41, and the inserting screw cone 44 penetrates into the staggered frame 31 through the positioning hole 41 and is connected with the inserting end 34.
The inner connecting assembly 19 is used for connecting the inner support plate 13, the connecting frame 16 and the staggered frame 31, and the insertion screw cone 44 is fixed at the inner angle position of the staggered frame 31 through threads, so that two ends of the inner support plate 13 are in butt joint with the corresponding connecting frame 16 and the staggered frame 31, the connecting effect of pulling and sending the whole body is achieved, and the whole stability is achieved.
In one embodiment;
based on the above embodiment, for the specific connection structure of the middle support assembly 17, please refer to fig. 5 and 6, the following design is made in this embodiment:
the middle support assembly 17 comprises a middle support piece 51, a plurality of scattering frames 52 arranged on the periphery of the middle support piece 51 and a reinforcing member 53 arranged at the outer end of the scattering frames 52, a support gap 58 is arranged between the outer support frame 21 and the inner support frame 22, the reinforcing member 53 comprises a reinforcing sheet 54 arranged in the support gap 58 and a locking bolt 55 used for fixing the reinforcing sheet 54 and the scattering frames 52, the middle support assembly 17 is used for carrying out inner support on the support inner frame 15, the periphery of the middle support piece 51 is supported on the inner frame area of the support inner frame 15 through the scattering frames 52, and fixing points of the scattering frames 52 are arranged between the outer support frame 21 and the inner support frame 22 and are connected from inside to outside to resist vibration force received by the outside.
The reinforcing sheet 54 is externally connected with an inner supporting sheet 56, the inner supporting sheet 56 is supported between the outer supporting frame 21 and the inner supporting frame 22, and an inner edge bolt 57 is arranged, and the inner edge bolt 57 is fixedly connected with the fixed plate 23. The inner support sheet 56 forms support points between the outer support frame 21 and the inner support frame 22, so that the stable structure of the outer support frame 21 and the inner support frame 22 is improved, the inner edge bolt 57 is connected with the fixed plate 23, and the inner edge bolt is connected with the fixed plate in a diffusion mode from inside to outside to form an integrated connection structure, and the inner part is prevented from being broken.
The main body of the middle support piece 51 is an arc-shaped sleeve 61 which is mutually butted, a cylinder inner cavity 62 is formed between the arc-shaped sleeves 61, a beam 71 is penetrated in the cylinder inner cavity 62, and the beam 71 is connected between the cylinder inner cavities 62 of the adjacent main support frames 11. The middle support piece 51 is provided with beam rods 71 in the middle, and the beam rods 71 penetrate between the adjacent main support frames 11, so that each main support frame 11 is supported and connected, the effect of supporting the cross beam is achieved, and the main support frames 11 are connected in series to form a net-shaped support type structure.
The outer wall of the arc-shaped sleeve 61 is respectively provided with a connecting core 64, the connecting cores 64 on the upper side and the lower side are fixedly connected through an inner core pin 63, the outer ends of the connecting cores 64 are respectively provided with a fixing bolt 65, the scattering frame 52 comprises a connecting block 66 and a reinforcing sleeve rod 67 arranged on the connecting block 66, the connecting block 66 is connected with the connecting cores 64 through the fixing bolts 65, and the reinforcing sleeve rod 67 is connected with the reinforcing member 53. When the connecting rod is installed, the arc-shaped sleeve 61 is firstly abutted, the connecting cores 64 on four sides are locked through the inner core pins 63, the arc-shaped sleeve 61 is locked and fixes the beam rods 71, then the fixing bolts 65 of the connecting cores 64 are loosened, the connecting blocks 66 and the connecting cores 64 are locked and fixed through the fixing bolts 65, and the reinforcing sleeve rods 67 are inserted into the supporting gaps 58 and locked and fixed with the reinforcing sheets 54.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (7)
1. An anti-seismic connection structure for a building structure comprises a main support frame, a plurality of support frames arranged in the main support frame and a connecting member arranged between the support frames and used for connecting the support frames; it is characterized in that the method comprises the steps of,
the support frame is internally provided with a plurality of inner support plates, and the connecting member comprises a connecting frame and a support inner frame arranged in the connecting frame;
the connecting frames are supported in the main supporting frames and arranged between the adjacent supporting frames, the inner supporting guard plates are in butt joint with the connecting frames, staggered bars are arranged in the corner areas of the inner frames of the connecting frames, the inner supporting guard plates extend into the connecting frames and are provided with inscription assemblies, and the inscription assemblies are in supporting and abutting joint with the supporting inner frames and are installed through the staggered bars;
and the connecting component is internally provided with a middle support component which is used for supporting the supporting inner frame and connecting the middle support components in the adjacent main supporting frames.
2. The shock-resistant connection structure for a building structure according to claim 1, wherein the supporting inner frame comprises an outer supporting frame body, an inner supporting frame body, and fixed plate bodies provided for connecting the outer supporting frame body and the inner supporting frame body; the outer support frame body, the both sides of interior support frame body are all fixed in on the inner wall of linking frame, the both ends all are provided with the conflict extension board about outer support frame body, the interior support frame body, the conflict extension board is used for connecting outer support frame body, interior support frame body and support in the frame plate inner wall of main support frame.
3. The anti-seismic connection structure for building structures according to claim 2, wherein the fixed plate is externally connected with an extension support plate, a triangular butt joint space is formed between the extension support plate and the outer support frame body, the main body of the staggered fence is a staggered frame, the staggered frame is supported between the extension support plate and the inner support frame body in a triangular structure, the inner edge of the staggered frame is further provided with a butt joint protrusion, a butt joint notch is formed at the butt joint protrusion, and the extension support plate is embedded and inserted into the butt joint notch.
4. The shock-resistant connection structure for a building structure according to claim 3, wherein the inner connecting assembly comprises a fixed end mounted on the inner support plate, an inner edge cylinder arranged on the fixed end, and an inserting screw cone mounted on the inner edge cylinder, an inserting end is arranged at an inner angle position of the staggered frame, a positioning hole is arranged on the connection frame, and the inserting screw cone penetrates into the staggered frame through the positioning hole and is connected with the inserting end.
5. The earthquake-resistant connection structure for a building structure according to claim 4, wherein the middle support assembly comprises a middle support member, a plurality of scattering frames arranged on the periphery of the middle support member, and a reinforcement arranged at the outer end of the scattering frames, a support gap is arranged between the outer support frame body and the inner support frame body, the reinforcement comprises a reinforcing sheet arranged in the support gap, and a locking bolt for fixing the reinforcing sheet and the scattering frames, the reinforcing sheet is externally connected with an inner support sheet, the inner support sheet is supported between the outer support frame body and the inner support frame body and is provided with an inner edge bolt, and the inner edge bolt is fixedly connected with the fixed plate.
6. The shock-resistant connection structure for building structures according to claim 5, wherein the main bodies of the middle position supporting pieces are arc-shaped sleeves which are butted with each other, a cylinder inner cavity is formed between the arc-shaped sleeves, a beam rod penetrates through the cylinder inner cavity, and the beam rod is connected between the cylinder inner cavities of the adjacent main supporting frames.
7. The anti-seismic connection structure for a building structure according to claim 6, wherein the outer walls of the arc-shaped sleeves are respectively provided with a connection core, the connection cores at the upper side and the lower side are fixedly connected through an inner core pin, the outer ends of the connection cores are respectively provided with a fixing bolt, the scattering frame comprises a connection block and a reinforcing sleeve rod arranged on the connection block, the connection block is connected with the connection cores through the fixing bolts, and the reinforcing sleeve rod is connected with the reinforcing member.
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| CN202410028651.5A CN117536355B (en) | 2024-01-09 | 2024-01-09 | Anti-seismic connection structure for building structure |
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| CN202410028651.5A CN117536355B (en) | 2024-01-09 | 2024-01-09 | Anti-seismic connection structure for building structure |
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| CN117536355B CN117536355B (en) | 2024-03-22 |
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Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08312193A (en) * | 1995-03-24 | 1996-11-26 | Marutaka Kensetsu:Kk | Building method for wooden earthquake shelter and wooden earthquake shelter |
| AU2007100708A4 (en) * | 2006-08-02 | 2007-08-23 | Marojoed Pty Ltd | Vertical truss building system |
| CN101117819A (en) * | 2007-08-30 | 2008-02-06 | 江苏科技大学 | Suspension type giant-scale steel frame supporting structure with additional damping device |
| CN201103167Y (en) * | 2007-08-30 | 2008-08-20 | 江苏科技大学 | Giant steel frame support structure |
| US20110131896A1 (en) * | 2009-12-09 | 2011-06-09 | John Hansen | Reinforcing brace frame |
| WO2016187615A1 (en) * | 2015-05-21 | 2016-11-24 | New Generation Steel Foundations, LLC | Foundation anchor |
| CN107605051A (en) * | 2017-09-27 | 2018-01-19 | 西南交通大学 | Assembled beam-column attachment means and assembled architecture framework |
| CN109267651A (en) * | 2014-12-24 | 2019-01-25 | 寇长花 | Assembling truss composite column structure |
| CN211899613U (en) * | 2020-03-05 | 2020-11-10 | 深圳市第一建筑工程有限公司 | Integral type veneer fair-faced concrete dysmorphism component template |
| CN212582904U (en) * | 2020-05-08 | 2021-02-23 | 刘艳梅 | Assembled building anti-seismic frame |
| CN213015522U (en) * | 2020-06-20 | 2021-04-20 | 宋翠芳 | Building structure design roof beam reinforced structure |
| CN213014685U (en) * | 2020-07-28 | 2021-04-20 | 西安建筑科技大学 | Double-rhombus grid supporting double-side-force-resisting supporting frame |
| CN215166523U (en) * | 2021-05-19 | 2021-12-14 | 海南邦乐钢结构工程有限公司 | Novel energy-saving improved anti-seismic steel structure |
| CN215802240U (en) * | 2021-09-28 | 2022-02-11 | 武汉正华建筑设计有限公司 | House steel construction with resistance to deformation |
| CN114134994A (en) * | 2021-12-31 | 2022-03-04 | 上海史狄尔建筑减震科技有限公司 | Buckling restrained brace structure arrangement system for building |
| CN217053764U (en) * | 2022-03-12 | 2022-07-26 | 广东腾仁达建设有限公司 | Foundation frame component of prefabricated building |
-
2024
- 2024-01-09 CN CN202410028651.5A patent/CN117536355B/en active Active
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08312193A (en) * | 1995-03-24 | 1996-11-26 | Marutaka Kensetsu:Kk | Building method for wooden earthquake shelter and wooden earthquake shelter |
| AU2007100708A4 (en) * | 2006-08-02 | 2007-08-23 | Marojoed Pty Ltd | Vertical truss building system |
| CN101117819A (en) * | 2007-08-30 | 2008-02-06 | 江苏科技大学 | Suspension type giant-scale steel frame supporting structure with additional damping device |
| CN201103167Y (en) * | 2007-08-30 | 2008-08-20 | 江苏科技大学 | Giant steel frame support structure |
| US20110131896A1 (en) * | 2009-12-09 | 2011-06-09 | John Hansen | Reinforcing brace frame |
| CN109267651A (en) * | 2014-12-24 | 2019-01-25 | 寇长花 | Assembling truss composite column structure |
| WO2016187615A1 (en) * | 2015-05-21 | 2016-11-24 | New Generation Steel Foundations, LLC | Foundation anchor |
| CN107605051A (en) * | 2017-09-27 | 2018-01-19 | 西南交通大学 | Assembled beam-column attachment means and assembled architecture framework |
| CN211899613U (en) * | 2020-03-05 | 2020-11-10 | 深圳市第一建筑工程有限公司 | Integral type veneer fair-faced concrete dysmorphism component template |
| CN212582904U (en) * | 2020-05-08 | 2021-02-23 | 刘艳梅 | Assembled building anti-seismic frame |
| CN213015522U (en) * | 2020-06-20 | 2021-04-20 | 宋翠芳 | Building structure design roof beam reinforced structure |
| CN213014685U (en) * | 2020-07-28 | 2021-04-20 | 西安建筑科技大学 | Double-rhombus grid supporting double-side-force-resisting supporting frame |
| CN215166523U (en) * | 2021-05-19 | 2021-12-14 | 海南邦乐钢结构工程有限公司 | Novel energy-saving improved anti-seismic steel structure |
| CN215802240U (en) * | 2021-09-28 | 2022-02-11 | 武汉正华建筑设计有限公司 | House steel construction with resistance to deformation |
| CN114134994A (en) * | 2021-12-31 | 2022-03-04 | 上海史狄尔建筑减震科技有限公司 | Buckling restrained brace structure arrangement system for building |
| CN217053764U (en) * | 2022-03-12 | 2022-07-26 | 广东腾仁达建设有限公司 | Foundation frame component of prefabricated building |
Non-Patent Citations (2)
| Title |
|---|
| 林瑾;李娟;: "人字形延性中心支撑钢框架的抗震设计与分析", 钢结构, no. 02, 22 February 2013 (2013-02-22) * |
| 王彪;雷庆关;: "偏心支撑对不规则钢框架结构的抗震性能影响分析", 安徽建筑大学学报, no. 06, 15 December 2015 (2015-12-15) * |
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