CN117888628B - Building steel structure with anti-seismic function - Google Patents
Building steel structure with anti-seismic function Download PDFInfo
- Publication number
- CN117888628B CN117888628B CN202410293900.3A CN202410293900A CN117888628B CN 117888628 B CN117888628 B CN 117888628B CN 202410293900 A CN202410293900 A CN 202410293900A CN 117888628 B CN117888628 B CN 117888628B
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- CN
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- Prior art keywords
- girder
- channel
- rod
- ball
- transmission
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 20
- 239000010959 steel Substances 0.000 title claims abstract description 20
- 230000005540 biological transmission Effects 0.000 claims abstract description 29
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 12
- 230000035939 shock Effects 0.000 claims abstract description 8
- 238000010521 absorption reaction Methods 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000003466 welding 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a building steel structure with a simple structure and an anti-seismic function, which comprises a first girder, a second girder and a fixing rod, wherein the first girder is longitudinally arranged, the second girder is transversely arranged, the fixing rod is arranged on the first girder, an L-shaped connecting block is arranged at the other end of the fixing rod, a first channel and a second channel are formed in the connecting block and are communicated, a first sliding ball and a first sliding plate are arranged in the first channel, a first spring for energy dissipation and shock absorption is connected between the first sliding ball and the first sliding plate, a second sliding ball and a second sliding plate are arranged in the second channel, a second spring for energy dissipation and shock absorption is connected between the second sliding ball and the second sliding plate, and a transmission device for transmitting energy after the first girder and the second girder are stressed is arranged between the first girder and the second girder.
Description
Technical Field
The invention relates to the technical field of steel structures, in particular to a building steel structure with an anti-seismic function.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other components made of steel sections, steel plates and the like, and each component or part is connected by adopting welding seams, bolts or rivets.
To solve this problem, the present invention has been made.
Disclosure of Invention
Therefore, the invention provides the building steel structure with simple structure and anti-seismic function aiming at the problems.
In order to solve the technical problems, the building steel structure with the anti-seismic function comprises a first girder, a second girder and a fixing rod, wherein the first girder is longitudinally arranged, the second girder is transversely arranged, the second girder is arranged on the first girder, the fixing rod is arranged on the first girder, an L-shaped connecting block is arranged at the other end of the fixing rod, a first channel and a second channel are arranged on the connecting block, the first channel is communicated with the second channel, a first sliding ball and a first sliding plate are arranged in the first channel, a first spring for energy dissipation and shock absorption is connected between the first sliding ball and the first sliding plate, a second sliding ball and a second sliding plate are arranged in the second channel, a second spring for energy dissipation and shock absorption is connected between the second sliding ball and the second sliding plate, and a transmission device for transmitting energy after the first girder and the second girder are stressed is arranged between the first girder and the second girder;
The transmission device comprises a first rod and a second rod, wherein the first rod is arranged on the first girder, a first transmission ball is arranged on the first rod, the first transmission ball resists against the first sliding ball, a second transmission ball is arranged on the second rod, and the second transmission ball resists against the second sliding ball.
The further improvement is that: still include first tooth row and second tooth row, first tooth row and second tooth row are slided respectively and are located in first passageway and the second passageway, be equipped with first gear through first pivot in the first passageway, be equipped with the second gear through the second pivot in the second passageway, first gear and first tooth row meshing transmission, second gear and second tooth row meshing transmission, be equipped with friction device between first pivot and the second pivot.
The further improvement is that: the friction device comprises a first friction block and a second friction block, the second friction block is arranged at the end part of the second rotating shaft, a rotating rod is rotationally arranged in the first channel, the first friction block is arranged at the end part of the rotating rod, the first friction block resists against the second friction block, and a linkage device is arranged between the first rotating shaft and the rotating rod.
The further improvement is that: the linkage device comprises a first conical tooth and a second conical tooth, the first conical tooth is sleeved on the first rotating shaft, the second conical tooth is sleeved on the rotating rod, and the first conical tooth and the second conical tooth are in meshed transmission.
By adopting the technical scheme, the invention has the beneficial effects that:
Simple structure has the antidetonation function. Through first spring and second spring, carry out the energy dissipation to first girder and second girder atress to carry out the energy transfer with the atress, make it transmit first friction block and second friction block on, and first friction block and second friction block rub each other, thereby further carry out the energy dissipation of power, thereby can improve the antidetonation and the impact resistance effect of first girder and second girder, avoid first girder to break easily, improve life.
Drawings
Fig. 1 is a schematic view of a construction steel structure with anti-seismic function according to an embodiment of the present invention.
Fig. 2 is an enlarged schematic view of fig. 1 at a in accordance with the present invention.
Detailed Description
The invention will now be further described with reference to the drawings and specific examples.
Referring to fig. 1-2, the embodiment of the invention discloses a building steel structure with an earthquake-resistant function, which comprises a first girder 1 longitudinally arranged, a second girder 2 transversely arranged and a fixed rod 4, wherein the second girder 2 is arranged on the first girder 1, the fixed rod 4 is arranged on the first girder 1, the other end of the fixed rod 4 is provided with an L-shaped connecting block 3, the connecting block 3 is provided with a first channel and a second channel which are communicated, a first sliding ball 7 and a first sliding plate 9 are arranged in the first channel, a first spring 8 for energy dissipation and vibration reduction is connected between the first sliding ball 7 and the first sliding plate 9, a second sliding ball 15 and a second sliding plate 17 are arranged in the second channel, a second spring 16 for energy dissipation and vibration reduction is connected between the second sliding ball 15 and the second sliding plate 17, and a device for energy transmission after the first girder 1 and the second girder 2 are stressed is arranged between the first girder 1 and the second girder 2.
Specifically, the transmission device comprises a first rod 5 and a second rod 13, the first rod 5 is arranged on the first girder 1, the first rod 5 is provided with a first transmission ball 6, the first transmission ball 6 resists against the first sliding ball 7, the second rod 13 is provided with a second transmission ball 14, and the second transmission ball 14 resists against the second sliding ball 15.
In order to better dissipate energy and absorb shock, the novel energy-saving rotary electric machine further comprises a first tooth row 10, a second tooth row 18, a first friction block 22 and a second friction block 23, wherein the first tooth row 10 and the second tooth row 18 are respectively arranged in a first channel and a second channel in a sliding mode, a first gear 11 is arranged in the first channel through a first rotating shaft, a second gear 21 is arranged in the second channel through a second rotating shaft 20, the first gear 11 is in meshed transmission with the first tooth row 10, the second gear 21 is in meshed transmission with the second tooth row 18, the second friction block 23 is arranged at the end part of the second rotating shaft 20, a rotating rod 19 is arranged in the first channel in a rotating mode, the first friction block 22 is arranged at the end part of the rotating rod 19, the first friction block 22 is in opposition to the second friction block 23, a first conical tooth 12 and a second conical tooth 12 are arranged between the first rotating shaft and the rotating rod 19, the first conical tooth 12 is sleeved on the first rotating shaft, the second conical tooth sleeve is arranged on the rotating rod 19, and the first conical tooth 12 is meshed with the second conical tooth 12.
Working principle:
When in use, when an earthquake or the second girder 2 of the first girder 1 is impacted to generate vibration, the first girder 1 and the second girder 2 deform, so that the first transmission ball 6 and the second transmission ball 14 on the first rod 5 and the second rod 13 push the first sliding ball 7 and the second sliding ball 15, the first sliding ball 7 slides into the first channel to compress the first spring 8 and push the first sliding plate 9 to slide, thereby driving the first gear row 10 to slide, the first gear row 10 slides to drive the first gear 11 to rotate, the first rotating shaft to rotate, the first bevel gear 12 to rotate, the second bevel gear to rotate, the rotating rod 19 to rotate, and the first friction block 22 to rotate, and likewise, the second sliding ball 15 slides into the second channel to compress the second spring 16 and push the second sliding plate 17 to slide, the second gear row 18 slides to drive the second gear 21 to rotate, and the second rotating shaft 20 to rotate, and the second friction block 23 to rotate. The first girder 1 and the second girder 2 are stressed through the first spring 8 and the second spring 16, energy is dissipated, energy is transferred to the stressed first friction block 22 and the stressed second friction block 23, the first friction block 22 and the stressed second friction block 23 are mutually rubbed, so that the energy dissipation of force is further carried out, the anti-vibration and anti-impact effects of the first girder 1 and the stressed second girder 2 can be improved, the first girder 1 is prevented from being broken easily, and the service life is prolonged.
While the basic principles and main features of the present invention and advantages thereof have been shown and described, it will be understood by those skilled in the art that the present invention is not limited by the foregoing embodiments, which are described merely by way of illustration of the principles of the present invention, and various changes and modifications may be made therein without departing from the spirit and scope of the invention as defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a building steel construction of antidetonation function, includes the first girder of vertical setting and the second girder of horizontal setting, on the first girder was located to the second girder, its characterized in that: the energy dissipation and shock absorption device comprises a first girder, and is characterized by further comprising a fixing rod, wherein the fixing rod is arranged on the first girder, an L-shaped connecting block is arranged at the other end of the fixing rod, a first channel and a second channel are formed in the connecting block, the first channel is communicated with the second channel, a first sliding ball and a first sliding plate are arranged in the first channel, a first spring for energy dissipation and shock absorption is connected between the first sliding ball and the first sliding plate, a second sliding ball and a second sliding plate are arranged in the second channel, a second spring for energy dissipation and shock absorption is connected between the second sliding ball and the second sliding plate, and a transmission device for transmitting energy after the first girder and the second girder are stressed is arranged between the first girder and the second girder;
The transmission device comprises a first rod and a second rod, wherein the first rod is arranged on the first girder, a first transmission ball is arranged on the first rod, the first transmission ball abuts against the first sliding ball, a second transmission ball is arranged on the second rod, and the second transmission ball abuts against the second sliding ball.
2. The building steel structure with anti-seismic function according to claim 1, wherein: still include first tooth row and second tooth row, first tooth row and second tooth row are slided respectively and are located in first passageway and the second passageway, be equipped with first gear through first pivot in the first passageway, be equipped with the second gear through the second pivot in the second passageway, first gear and first tooth row meshing transmission, second gear and second tooth row meshing transmission, be equipped with friction device between first pivot and the second pivot.
3. A building steel structure with anti-seismic function according to claim 2, characterized in that: the friction device comprises a first friction block and a second friction block, the second friction block is arranged at the end part of the second rotating shaft, a rotating rod is rotationally arranged in the first channel, the first friction block is arranged at the end part of the rotating rod, the first friction block abuts against the second friction block, and a linkage device is arranged between the first rotating shaft and the rotating rod.
4. A building steel structure with anti-seismic function according to claim 3, characterized in that: the linkage device comprises a first conical tooth and a second conical tooth, the first conical tooth is sleeved on the first rotating shaft, the second conical tooth is sleeved on the rotating rod, and the first conical tooth and the second conical tooth are in meshed transmission.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410293900.3A CN117888628B (en) | 2024-03-14 | 2024-03-14 | Building steel structure with anti-seismic function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410293900.3A CN117888628B (en) | 2024-03-14 | 2024-03-14 | Building steel structure with anti-seismic function |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117888628A CN117888628A (en) | 2024-04-16 |
| CN117888628B true CN117888628B (en) | 2024-05-28 |
Family
ID=90639962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410293900.3A Active CN117888628B (en) | 2024-03-14 | 2024-03-14 | Building steel structure with anti-seismic function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117888628B (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128115A (en) * | 1994-10-31 | 1996-05-21 | Kawatetsu Steel Prod Corp | Spherical joint for space truss and member-jointed space truss structure using the joint |
| JP2000304090A (en) * | 1999-04-21 | 2000-10-31 | Kiyotaka Ebisawa | Shock absorbing foundation structure |
| JP2007332743A (en) * | 2006-06-12 | 2007-12-27 | Yoshiaki Nobata | Aseismatic reinforcing member and aseismatic reinforcing method |
| JP2008202349A (en) * | 2007-02-21 | 2008-09-04 | Toyota Motor Corp | Vibration control device for building, building unit, method of installing vibration control device for building, and method of installing building unit |
| KR20160120116A (en) * | 2015-04-07 | 2016-10-17 | 한국기술교육대학교 산학협력단 | Joint-shaped Vibration Control Device |
| CN107675807A (en) * | 2017-10-21 | 2018-02-09 | 山东建筑大学 | A kind of assembled abnormity Column border node and construction method |
| CN110670726A (en) * | 2019-09-25 | 2020-01-10 | 融兴建设集团有限公司 | Steel structure earthquake-resistant structure for building |
| CN111663674A (en) * | 2020-07-02 | 2020-09-15 | 中信国安建工集团有限公司 | High-rise residential building earthquake-resistant building and construction method thereof |
| CN214144102U (en) * | 2020-12-16 | 2021-09-07 | 广州大学 | Damping type corridor for vibration reduction of double-tower high-rise building |
| CN214994639U (en) * | 2021-07-02 | 2021-12-03 | 河南大方重型装备有限公司 | Steel construction that rocks is prevented to antidetonation |
| CN216839858U (en) * | 2021-12-03 | 2022-06-28 | 江苏宝力重工科技有限公司 | Anti-seismic building supporting steel frame |
| CN217811584U (en) * | 2022-06-14 | 2022-11-15 | 河北华虹工程材料有限公司 | Anti-seismic steel structure |
| CN115949161A (en) * | 2023-01-07 | 2023-04-11 | 明光市众建市政工程有限公司 | Intelligent damping device and method for assembly type frame shear wall |
| CN116356995A (en) * | 2023-04-13 | 2023-06-30 | 上海普赛建筑设计咨询有限公司 | High displacement antidetonation curtain |
-
2024
- 2024-03-14 CN CN202410293900.3A patent/CN117888628B/en active Active
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128115A (en) * | 1994-10-31 | 1996-05-21 | Kawatetsu Steel Prod Corp | Spherical joint for space truss and member-jointed space truss structure using the joint |
| JP2000304090A (en) * | 1999-04-21 | 2000-10-31 | Kiyotaka Ebisawa | Shock absorbing foundation structure |
| JP2007332743A (en) * | 2006-06-12 | 2007-12-27 | Yoshiaki Nobata | Aseismatic reinforcing member and aseismatic reinforcing method |
| JP2008202349A (en) * | 2007-02-21 | 2008-09-04 | Toyota Motor Corp | Vibration control device for building, building unit, method of installing vibration control device for building, and method of installing building unit |
| KR20160120116A (en) * | 2015-04-07 | 2016-10-17 | 한국기술교육대학교 산학협력단 | Joint-shaped Vibration Control Device |
| CN107675807A (en) * | 2017-10-21 | 2018-02-09 | 山东建筑大学 | A kind of assembled abnormity Column border node and construction method |
| CN110670726A (en) * | 2019-09-25 | 2020-01-10 | 融兴建设集团有限公司 | Steel structure earthquake-resistant structure for building |
| CN111663674A (en) * | 2020-07-02 | 2020-09-15 | 中信国安建工集团有限公司 | High-rise residential building earthquake-resistant building and construction method thereof |
| CN214144102U (en) * | 2020-12-16 | 2021-09-07 | 广州大学 | Damping type corridor for vibration reduction of double-tower high-rise building |
| CN214994639U (en) * | 2021-07-02 | 2021-12-03 | 河南大方重型装备有限公司 | Steel construction that rocks is prevented to antidetonation |
| CN216839858U (en) * | 2021-12-03 | 2022-06-28 | 江苏宝力重工科技有限公司 | Anti-seismic building supporting steel frame |
| CN217811584U (en) * | 2022-06-14 | 2022-11-15 | 河北华虹工程材料有限公司 | Anti-seismic steel structure |
| CN115949161A (en) * | 2023-01-07 | 2023-04-11 | 明光市众建市政工程有限公司 | Intelligent damping device and method for assembly type frame shear wall |
| CN116356995A (en) * | 2023-04-13 | 2023-06-30 | 上海普赛建筑设计咨询有限公司 | High displacement antidetonation curtain |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117888628A (en) | 2024-04-16 |
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Effective date of registration: 20240604 Address after: Room 1801, Unit 1, Building 5, No. 288 Huanghe 7th Road, Binzhou City, Shandong Province, 256600 Patentee after: Li Yuen Country or region after: China Address before: 362302, No. 15 He Avenue, Binjiang Machinery Manufacturing Base, Xiamei Town, Nan'an City, Quanzhou City, Fujian Province (214, 2nd Floor, Binjiang Service Building) Patentee before: Nan'an Equipment Manufacturing Industry Technology Research Institute Country or region before: China |
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Effective date of registration: 20240701 Address after: 123 Yongxin Road, Binbei, Binzhou City, Shandong Province, 256600 Patentee after: Binzhou jinbaihe Steel Structure Co.,Ltd. Country or region after: China Address before: Room 1801, Unit 1, Building 5, No. 288 Huanghe 7th Road, Binzhou City, Shandong Province, 256600 Patentee before: Li Yuen Country or region before: China |
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