CN111636746A - Anti-seismic building steel structure - Google Patents
Anti-seismic building steel structure Download PDFInfo
- Publication number
- CN111636746A CN111636746A CN202010629101.0A CN202010629101A CN111636746A CN 111636746 A CN111636746 A CN 111636746A CN 202010629101 A CN202010629101 A CN 202010629101A CN 111636746 A CN111636746 A CN 111636746A
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- fixedly connected
- plate
- steel plate
- earthquake
- elastic steel
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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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- 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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- 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)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an earthquake-resistant building steel structure which comprises a bottom plate top plate, wherein both sides of the upper surface of the bottom plate are fixedly connected with lower supporting plates, the inner side wall of each lower supporting plate is fixedly connected with a lower sliding rod, the surface of each lower sliding rod is connected with a lower sliding block in a sliding manner, and one side of each lower sliding block is fixedly connected with a first damping spring. This antidetonation building steel construction, through the bottom plate, the roof, the bottom suspension fagging, lower slide bar, the lower sliding block, first damping spring, the setting of lower elastic steel plate and last backup pad isotructure, when the device meets with vibrations, go up elastic steel plate and conflict each other with lower elastic steel plate, can carry out even dispersion with power, thereby the effectual vibrations that slow down the device and received, setting through supporting shoe and damping device, can be to the vibrations that the device received, carry out the quadratic and slow down, and simultaneously, the effect through the bracing piece, can effectual improvement the device's stability, reduce rocking when the device uses, the practicality of the device has been improved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an earthquake-resistant building steel structure.
Background
Architectonics, in its broadest sense, is a discipline that studies buildings and their environment, and architectonics is a discipline that spans engineering and human arts. Architectural arts and construction techniques involved in architecture, and aesthetic and practical aspects included as architectural arts of practical arts, are clearly different but closely related, and their components are greatly different depending on the specific situation and the building.
In the building construction field, to building itself, mostly have certain antidetonation requirement, consequently will involve the antidetonation building steel construction, the antidetonation building steel construction commonly used, the structure is most comparatively simple, and anti-seismic performance is relatively poor, the daily use of being not convenient for.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides an earthquake-resistant building steel structure, which solves the problems in the background technology.
In order to achieve the purpose, the invention is realized by the following technical scheme:
the utility model provides an antidetonation building steel construction, includes bottom plate and roof, the equal fixedly connected with bottom suspension fagging in both sides of bottom plate upper surface, the slide bar under the inside wall fixedly connected with of bottom suspension fagging, the sliding surface of slide bar is connected with down the slider down, the first damping spring of one side fixedly connected with of slider down, elastic steel plate under the last fixed surface of slider down, the backup pad is gone up to the equal fixedly connected with in both sides of roof lower surface, go up the slide bar on the inside wall fixedly connected with of backup pad, the sliding surface of going up the slide bar is connected with the top shoe, one side fixedly connected with second damping spring of top shoe, elastic steel plate is gone up to the lower fixed surface of top shoe is connected with, the upper surface of bottom plate is close to bottom suspension fagging fixedly connected with supporting.
Optionally, the equal fixedly connected with fixed block in both sides of bottom suspension fagging and last backup pad, the quantity of fixed block is four.
Optionally, the lower sliding block and the upper sliding block are respectively connected to the inner side walls of the lower supporting plate and the upper supporting plate through sliding grooves.
Optionally, the lower surface of the upper elastic steel plate and the upper surface of the lower elastic steel plate are mutually abutted.
Optionally, the width of the upper elastic steel plate is smaller than the width of the lower elastic steel plate.
Optionally, the lower flexible contact layer is recessed downwards and provided with a limiting groove and limiting reinforcing strips protruding upwards on two sides of the limiting groove.
Optionally, the lower flexible contact layer is recessed downwards and provided with a limiting groove and limiting reinforcing strips protruding upwards on two sides of the limiting groove.
Optionally, the damping device includes a supporting rod, the upper surface of the supporting rod is sleeved with the upper shell, the lower surface of the supporting rod is sleeved with the lower shell, springs are fixedly connected to two ends of the supporting rod, and the number of the damping device is two.
Optionally, the first damping spring and the second damping spring are respectively sleeved on the surfaces of the lower sliding rod and the upper sliding rod.
The invention provides an earthquake-resistant building steel structure which has the following beneficial effects:
this antidetonation building steel construction, through the bottom plate, the roof, the bottom suspension fagging, lower slide bar, the lower sliding block, first damping spring, the setting of lower elastic steel plate and last backup pad isotructure, when the device meets with vibrations, go up elastic steel plate and conflict each other with lower elastic steel plate, can carry out even dispersion with power, thereby the effectual vibrations that slow down the device and received, setting through supporting shoe and damping device, can be to the vibrations that the device received, carry out the quadratic and slow down, and simultaneously, the effect through the bracing piece, can effectual improvement the device's stability, reduce rocking when the device uses, the practicality of the device has been improved.
An assembly process of an earthquake-resistant construction steel structure for an earthquake-resistant construction steel structure of claim 7, the assembly process comprising:
step S1, the upper elastic steel plate 12 is clamped in the limiting groove 711 of the lower elastic steel plate 7 for pre-assembly;
step S2, fixing the pre-assembled semi-finished device on the pre-assembled bottom plate 1 device by the fixing block 15, wherein the pre-assembled bottom plate 1 device comprises the bottom plate 1, the supporting block 13 and the damping device 14;
step S3, attaching the top plate 2 to the semi-finished product completed in step S2.
The invention provides an assembly process of an earthquake-resistant building steel structure, which has the following beneficial effects:
disassemble holistic antidetonation building steel construction into three major parts, assemble respectively, assemble various packages together at last, the aspect is swift, promotes work efficiency.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
FIG. 3 is an enlarged schematic view of FIG. 1 at A;
FIG. 4 is a schematic cross-sectional view of the shock absorbing device of the present invention;
FIG. 5 is an enlarged view of the structure of FIG. 2 at B according to the present invention;
FIG. 6 is a partial top view of the lower spring steel plate of the present invention;
FIG. 7 is a flow chart of the method of the present invention.
In the figure: 1. a base plate; 2. a top plate; 3. a lower support plate; 4. a lower sliding rod; 5. a lower slide block; 6. a first damping spring; 7. a lower elastic steel plate; 71. a lower flexible contact layer; 711. a limiting groove; 712-spacing reinforcing strips; 8. an upper support plate; 9. a sliding rod is arranged; 10. an upper slide block; 11. a second damping spring; 12. an upper elastic steel plate; 121-an upper flexible contact layer; 13. a support block; 14. a damping device; 1401. a support bar; 1402. an upper housing; 1403. a lower housing; 1404. a spring; 15. and (5) fixing blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1 to 6, the present invention provides a technical solution: an earthquake-resistant building steel structure comprises a bottom plate 1 and a top plate 2, wherein both sides of the upper surface of the bottom plate 1 are fixedly connected with a lower support plate 3, the inner side wall of the lower support plate 3 is fixedly connected with a lower slide bar 4, the surface of the lower slide bar 4 is slidably connected with a lower slide block 5, one side of the lower slide block 5 is fixedly connected with a first damping spring 6, the upper surface of the lower slide block 5 is fixedly connected with a lower elastic steel plate 7, both sides of the lower surface of the top plate 2 are fixedly connected with an upper support plate 8, both sides of the lower support plate 3 and the upper support plate 8 are fixedly connected with fixed blocks 15, the number of the fixed blocks 15 is four, the upper support plate 8 and the lower support plate 3 can be supported and fixed for the second time through the arrangement of the fixed blocks 15, the inner side wall of the upper support plate 8 is fixedly connected with an upper slide bar 9, the surface of the upper slide, one side of the upper slider 10 is fixedly connected with a second damping spring 11, the first damping spring 6 and the second damping spring 11 are respectively sleeved on the surfaces of the lower sliding rod 4 and the upper sliding rod 9, the lower surface of the upper slider 10 is fixedly connected with an upper elastic steel plate 12, the lower surface of the upper elastic steel plate 12 is mutually abutted with the upper surface of the lower elastic steel plate 7, when the device is subjected to vertical vibration or pressing of heavy objects, the upper elastic steel plate 12 and the lower elastic steel plate 7 are mutually abutted to generate deformation, so that two ends of the upper elastic steel plate are simultaneously outwards expanded to drive the upper slider 10 and the lower slider 5 to respectively slide on the surfaces of the upper sliding rod 9 and the lower sliding rod 4, so that the first damping spring 6 and the second damping spring 11 are stressed to generate deformation, thereby the acting force applied to the device is uniformly dispersed and slowed down, the upper surface of the bottom plate 1 is fixedly connected with a supporting block 13 close to the lower supporting plate 3, carry out certain fixed effect of supporting, stability when improving damping device 14 and using, the last fixed surface of supporting shoe 13 is connected with damping device 14, damping device 14 includes bracing piece 1401, the upper surface of bracing piece 1401 has cup jointed last casing 1402, the lower surface of bracing piece 1401 has cup jointed lower casing 1403, the equal fixedly connected with spring 1404 in both ends of bracing piece 1401, damping device 14's quantity is two, spring 1404 through bracing piece 1401 and its both ends, make last casing 1402 and lower casing 1403 slide in the surface of bracing piece 1401, make spring 1404 produce deformation, thereby can be to the holistic power of the device, carry out certain dispersion and slow down, and simultaneously, effect through bracing piece 1401, can effectual improvement the device's stability, when having reduced the device and using, produce the possibility of rocking, the practicality of the device has been improved.
Further, the lower surface device of elastic steel plate 12 has last flexible contact layer 121 in the design, and the upper surface device of elastic steel plate 7 is provided with flexible contact layer 71 down, and elastic steel plate 12 and the area of contact between the elastic steel plate 7 down are gone up in the increase for the dynamics transmission is better go on between the two, and the effect of dispersion promotes the shock resistance.
Further, in order to facilitate assembly during assembly and to achieve better connection between the upper spring steel plate 12 and the lower spring steel plate 7, the applicant designs that the width of the upper spring steel plate 12 is smaller than that of the lower spring steel plate 7, and the lower flexible contact layer 71 is recessed downward with a limiting groove 711 and a limiting reinforcing bar 712 protruding upward at both sides of the limiting groove 711. During assembly, the upper elastic steel plate 12 is inserted into the limiting groove 711, so that rapid assembly can be realized, and meanwhile, the groove wall of the limiting groove 711 and the limiting reinforcing bar 712 increase the contact area between the upper elastic steel plate 12 and the lower elastic steel plate 7 again.
In conclusion, this antidetonation building steel construction, during the use, through bottom plate 1, roof 2, bottom suspension fagging 3, lower slide bar 4, lower slider 5, first damping spring 6, the setting of lower elastic steel plate 7 and upper support plate 8 isotructure, when the device meets with vibrations, go up elastic steel plate 12 and conflict each other with lower elastic steel plate 7, can carry out even dispersion with power, thereby the effectual vibrations that slow down the device received, through supporting shoe 13 and damping device 14's setting, can be to the vibrations that the device received, carry out quadratic and slow down, and simultaneously, through the effect of bracing piece 1401, can effectual improvement the stability of device, reduce rocking when the device uses, the practicality of the device has been improved.
Example 2
As shown in fig. 5, the assembly method used in example 1.
An assembly process of an earthquake-resistant construction steel structure for an earthquake-resistant construction steel structure of claim 7, the assembly process comprising:
step S1, the upper elastic steel plate 12 is clamped in the limiting groove 711 of the lower elastic steel plate 7 for pre-assembly;
step S2, fixing the pre-assembled semi-finished device on the pre-assembled bottom plate 1 device by the fixing block 15, wherein the pre-assembled bottom plate 1 device comprises the bottom plate 1, the supporting block 13 and the damping device 14;
step S3, attaching the top plate 2 to the semi-finished product completed in step S2. Disassemble holistic antidetonation building steel construction into three major parts, assemble respectively, assemble various packages together at last, the aspect is swift, promotes work efficiency.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (10)
1. The utility model provides an antidetonation building steel construction, includes bottom plate (1) and roof (2), its characterized in that: the shock absorber is characterized in that both sides of the upper surface of the bottom plate (1) are fixedly connected with lower supporting plates (3), the inner side wall of each lower supporting plate (3) is fixedly connected with a lower sliding rod (4), the surface of each lower sliding rod (4) is connected with a lower sliding block (5), one side of each lower sliding block (5) is fixedly connected with a first damping spring (6), the upper surface of each lower sliding block (5) is fixedly connected with a lower elastic steel plate (7), both sides of the lower surface of the top plate (2) are fixedly connected with upper supporting plates (8), the inner side wall of each upper supporting plate (8) is fixedly connected with an upper sliding rod (9), the surface of each upper sliding rod (9) is fixedly connected with an upper sliding block (10), one side of each upper sliding block (10) is fixedly connected with a second damping spring (11), the lower surface of each upper sliding block (10) is fixedly connected with an upper elastic steel plate (12), the upper surface, and the upper surface of the supporting block (13) is fixedly connected with a damping device (14).
2. An earthquake-resistant construction steel structure as claimed in claim 1, characterized in that: the equal fixedly connected with fixed block (15) in both sides of bottom suspension fagging (3) and last backup pad (8), the quantity of fixed block (15) is four.
3. An earthquake-resistant construction steel structure as claimed in claim 1, characterized in that: lower sliding block (5) and last slider (10) are respectively through spout sliding connection in bottom suspension fagging (3) and the inside wall of going up backup pad (8).
4. An earthquake-resistant construction steel structure as claimed in claim 1, characterized in that: the lower surface of the upper elastic steel plate (12) is abutted against the upper surface of the lower elastic steel plate (7).
5. An earthquake-resistant construction steel structure as claimed in claim 4, wherein: the width of the upper elastic steel plate (12) is smaller than that of the lower elastic steel plate (7).
6. An earthquake-resistant construction steel structure as claimed in claim 4, wherein: the lower surface of the upper elastic steel plate (12) is provided with an upper flexible contact layer (121), and the upper surface of the lower elastic steel plate (7) is provided with a lower flexible contact layer (71).
7. An earthquake-resistant construction steel structure as claimed in claim 5, wherein: the lower flexible contact layer (71) is provided with a limiting groove (711) in a downward concave mode and limiting reinforcing strips (712) which are located on two sides of the limiting groove (711) and protrude upwards.
8. An earthquake-resistant construction steel structure as claimed in claim 1, characterized in that: damping device (14) include bracing piece (1401), upper housing (1402) have been cup jointed to the upper surface of bracing piece (1401), lower housing (1403) have been cup jointed to the lower surface of bracing piece (1401), the equal fixedly connected with spring (1404) in both ends of bracing piece (1401), damping device (14) quantity is two.
9. An earthquake-resistant construction steel structure as claimed in claim 1, characterized in that: and the first damping spring (6) and the second damping spring (11) are respectively sleeved on the surfaces of the lower sliding rod (4) and the upper sliding rod (9).
10. The assembly process of the earthquake-resistant building steel structure is characterized by comprising the following steps of: the assembly process for an earthquake-resistant construction steel structure as claimed in claim 7, the assembly process comprising:
step S1, clamping the upper elastic steel plate (12) in the limiting groove (711) of the lower elastic steel plate (7) for preassembly;
step S2, fixing the semi-finished product device which is pre-assembled on the bottom plate (1) device which is pre-assembled through the fixing block (15), wherein the pre-assembled bottom plate (1) device comprises the bottom plate (1), the supporting block (13) and the damping device (14);
and a step S3 of attaching the top plate (2) to the semi-finished product completed in the step S2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010629101.0A CN111636746A (en) | 2020-07-01 | 2020-07-01 | Anti-seismic building steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010629101.0A CN111636746A (en) | 2020-07-01 | 2020-07-01 | Anti-seismic building steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111636746A true CN111636746A (en) | 2020-09-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010629101.0A Withdrawn CN111636746A (en) | 2020-07-01 | 2020-07-01 | Anti-seismic building steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111636746A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282050A (en) * | 2020-09-21 | 2021-01-29 | 泉州市元通科技服务有限公司 | Can be to assembled building steel construction of junction locking |
| CN112726809A (en) * | 2020-12-07 | 2021-04-30 | 浙江二十冶建设有限公司 | Bottom plate structure of steel gallery |
| CN113863527A (en) * | 2021-10-08 | 2021-12-31 | 温州天顺建筑安装工程有限公司 | Steel structure base for factory building |
| CN114108861A (en) * | 2021-12-06 | 2022-03-01 | 潍坊工程职业学院 | Steel construction building assembly damping device |
-
2020
- 2020-07-01 CN CN202010629101.0A patent/CN111636746A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282050A (en) * | 2020-09-21 | 2021-01-29 | 泉州市元通科技服务有限公司 | Can be to assembled building steel construction of junction locking |
| CN112726809A (en) * | 2020-12-07 | 2021-04-30 | 浙江二十冶建设有限公司 | Bottom plate structure of steel gallery |
| CN113863527A (en) * | 2021-10-08 | 2021-12-31 | 温州天顺建筑安装工程有限公司 | Steel structure base for factory building |
| CN114108861A (en) * | 2021-12-06 | 2022-03-01 | 潍坊工程职业学院 | Steel construction building assembly damping device |
| CN114108861B (en) * | 2021-12-06 | 2023-01-10 | 潍坊工程职业学院 | Steel construction building assembly damping device |
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Application publication date: 20200908 |
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