CN220117501U - Energy-saving novel improved anti-seismic steel structure - Google Patents
Energy-saving novel improved anti-seismic steel structure Download PDFInfo
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- CN220117501U CN220117501U CN202320534894.7U CN202320534894U CN220117501U CN 220117501 U CN220117501 U CN 220117501U CN 202320534894 U CN202320534894 U CN 202320534894U CN 220117501 U CN220117501 U CN 220117501U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 98
- 239000010959 steel Substances 0.000 title claims abstract description 98
- 230000035939 shock Effects 0.000 claims abstract description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 16
- 238000010276 construction Methods 0.000 description 8
- 238000013016 damping Methods 0.000 description 8
- 208000010392 Bone Fractures Diseases 0.000 description 5
- 206010017076 Fracture Diseases 0.000 description 5
- 238000004321 preservation Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the technical field of constructional engineering, in particular to a novel energy-saving improved anti-seismic steel structure which has good anti-seismic effect in the horizontal direction and the vertical direction, reduces the risks of fracture and collapse in the earthquake and has high safety and reliability; comprises a base plate and a steel frame; the steel frame is arranged on the base plate through the longitudinal shock-resistant device and the horizontal shock-resistant device.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a novel energy-saving improved anti-seismic steel structure.
Background
Steel structures are structures composed of steel materials and have wide application in construction engineering. The steel structure building is mainly made of section steel, steel plates and the like. In order to improve the safety and reliability of the steel structure building in use, the steel structure building is required to have certain anti-seismic performance in design.
In the prior art, a novel energy-saving improved anti-seismic steel structure with the patent application number of 202222429565.4 mainly comprises a base, a steel structure body, bolts, a damping rubber pad, a damping spring and the like. The steel structure body is installed on the base through the bolt, and the lower extreme of steel structure body is provided with damping spring and damping rubber pad. The damping spring and the damping rubber pad are mainly used for damping the steel structure body.
It finds in the use, because the earthquake can produce two kinds of fluctuation of transverse wave and longitudinal wave simultaneously when taking place, so it not only can make subaerial building vibrate from top to bottom, still can make subaerial building rock in the horizontal direction, and the antidetonation steel construction among the above-mentioned prior art, it is through the shock attenuation rubber pad and the damping spring of steel construction body lower extreme to the steel construction body shock attenuation, only have the antidetonation effect to the vibrations of steel construction upper and lower direction, do not have the antidetonation effect to the vibrations of steel construction body horizontal direction, lead to its security and reliability poor.
Disclosure of Invention
In order to solve the technical problems, the utility model provides the novel energy-saving improved anti-seismic steel structure which has good anti-seismic effect in the horizontal direction and the vertical direction, reduces the risks of fracture and collapse in the earthquake, and is high in safety and reliability.
The utility model relates to a novel energy-saving improved anti-seismic steel structure, which comprises a base plate and a steel frame; the steel frame is arranged on the base plate through the longitudinal shock-resistant device and the horizontal shock-resistant device; during the installation construction, the base plate is fixedly installed with the tamped concrete ground, when an earthquake occurs, the horizontal earthquake-resistant device improves the earthquake-resistant effect of the steel frame in the horizontal direction, the vertical earthquake-resistant device improves the earthquake-resistant effect of the steel frame in the up-down direction, the risk of breakage and collapse of the steel frame during the earthquake is reduced, the earthquake-resistant effect is improved, and the safety and the reliability are high.
Preferably, the longitudinal anti-seismic device comprises a support frame and a shock pad, the shock pad is arranged at the upper end of the base plate, the shock pad is fixedly arranged at the upper end of the base plate, the support frame is fixedly arranged at the upper end of the shock pad, and the steel frame is fixedly arranged at the upper end of the support frame; through setting up the shock pad, improved support frame and steel frame in the ascending antidetonation effect of vertical direction.
Preferably, a plurality of groups of weight reducing grooves are formed in the supporting frame; through the arrangement, the support frame can reduce the weight to the maximum extent while meeting the function of supporting the steel frame, steel materials are saved, resources and energy are saved, and the current energy-saving and environment-friendly concept is met.
Preferably, the horizontal anti-seismic device comprises two groups of support plates, two groups of fixing plates and anti-seismic steel bars, wherein the two groups of support plates are respectively and fixedly arranged at the left part and the right part of the upper end of the base plate, the two groups of fixing plates are respectively and fixedly arranged at the front part and the rear part of the upper end of the base plate, and the two groups of support plates and the two groups of fixing plates are fixedly connected with the support frame through the anti-seismic steel bars; because the intensity of antidetonation reinforcing bar is high to have good ductility, so when the earthquake takes place, ground when horizontal direction vibration, the base plate can vibrate at the horizontal direction, the base plate drives support frame and steel frame and vibrates at the horizontal direction, and the support frame can cushion through multiunit antidetonation reinforcing bar in the vibration of horizontal direction, make the support frame keep the joint strength with the base plate when horizontal direction vibrations, improve steel frame's antidetonation effect through the support frame, make support frame and steel frame vibration in the horizontal direction absorbed and buffered by multiunit antidetonation reinforcing bar, the risk of steel frame fracture and collapse has been reduced, the security is high with the reliability.
Preferably, the number of the anti-seismic steel bars is 12, and the 12 anti-seismic steel bars are uniformly distributed on the four end faces of the support frame.
Preferably, a heat insulation pad is arranged at the upper end of the substrate; when the prefabricated plate is arranged on the steel frame to manufacture the house, the heat preservation effect of the house is improved through the heat preservation pad on the base plate, and the heating energy is saved.
Preferably, the outer surface of the steel frame is provided with an anti-rust coating; through the arrangement, the rust of the steel frame is delayed, and the service life of the steel frame is prolonged.
Preferably, a plurality of groups of supporting blocks are arranged at the lower end of the steel frame, the steel frame is fixedly arranged on the plurality of groups of supporting blocks, the plurality of groups of supporting blocks are fixedly arranged on the supporting frame, and a plurality of groups of reinforcing ribs are arranged at the lower part of the steel frame; through the arrangement, the contact area between the lower end of the steel frame and the supporting frame is increased, and the connection strength between the steel frame and the supporting frame is improved.
Compared with the prior art, the utility model has the beneficial effects that: the earthquake-resistant plate has good earthquake-resistant effect in the horizontal direction and the vertical direction, reduces the risks of fracture and collapse in the earthquake, and has high safety and reliability.
Drawings
FIG. 1 is a schematic illustration of an axially measured structure of the present utility model;
FIG. 2 is a schematic view of the structure of the base plate, the support frame, the shock pad, etc.;
FIG. 3 is a schematic view of the structure of FIG. 1, partially enlarged at A;
FIG. 4 is a schematic diagram of the front view of the present utility model;
the reference numerals in the drawings: 1. a substrate; 2. a steel frame; 3. a support frame; 4. a shock pad; 5. a support block; 6. reinforcing ribs; 7. a weight reduction groove; 8. a support plate; 9. a fixing plate; 10. and (5) anti-seismic reinforcing steel bars.
Detailed Description
In order that the utility model may be readily understood, a more complete description of the utility model will be rendered by reference to the appended drawings. This utility model may be embodied in many different forms and is not limited to the embodiments described herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
Example 1
As shown in fig. 1 to 4, the novel improved energy-saving earthquake-resistant structure comprises a base plate 1, a steel frame 2, a longitudinal earthquake-resistant device and a horizontal earthquake-resistant device, wherein the steel frame 2 is arranged on the base plate 1 through the longitudinal earthquake-resistant device and the horizontal earthquake-resistant device; the longitudinal anti-seismic device comprises a support frame 3 and a shock pad 4, the shock pad 4 is arranged at the upper end of the base plate 1, the shock pad 4 is fixedly arranged at the upper end of the base plate 1, the support frame 3 is fixedly arranged at the upper end of the shock pad 4, and the steel frame 2 is fixedly arranged at the upper end of the support frame 3; the horizontal anti-seismic device comprises two groups of support plates 8, two groups of fixing plates 9 and anti-seismic steel bars 10, wherein the two groups of support plates 8 are respectively and fixedly arranged at the left and right parts of the upper end of the base plate 1, the two groups of fixing plates 9 are respectively and fixedly arranged at the front and rear parts of the upper end of the base plate 1, the two groups of support plates 8 and the two groups of fixing plates 9 are fixedly connected with the support frame 3 through the anti-seismic steel bars 10, and the 12 groups of anti-seismic steel bars 10 are uniformly distributed on the four end faces of the support frame 3 in a front-back-left-right manner.
As shown in fig. 2, a plurality of groups of weight reducing grooves 7 are formed in the support frame 3; through the arrangement, the supporting frame 3 can reduce the weight to the maximum extent while meeting the function of supporting the steel frame 2, steel materials are saved, resources and energy are saved, and the current energy-saving and environment-friendly concept is met.
As shown in fig. 3, a plurality of groups of supporting blocks 5 are arranged at the lower end of the steel frame 2, the steel frame 2 is fixedly arranged on the plurality of groups of supporting blocks 5, the plurality of groups of supporting blocks 5 are fixedly arranged on the supporting frame 3, and a plurality of groups of reinforcing ribs 6 are arranged at the lower part of the steel frame 2; through the arrangement, the contact area between the lower end of the steel frame 2 and the support frame 3 is increased, and the connection strength between the steel frame 2 and the support frame 3 is improved.
The outer surface of the steel frame 2 is provided with a rust-proof coating.
When the anti-seismic steel frame is used, the base plate 1 is fixedly arranged with the tamped concrete ground during the installation construction, when an earthquake occurs, the anti-seismic effect of the support frame 3 and the steel frame 2 in the vertical direction is improved by arranging the shock pad 4, and because the anti-seismic steel bars 10 are high in strength and good in ductility, when the earthquake occurs, the ground vibrates in the horizontal direction, the base plate 1 vibrates in the horizontal direction, the support frame 3 and the steel frame 2 are driven by the base plate 1 to vibrate in the horizontal direction, and the vibration of the support frame 3 in the horizontal direction is buffered by the plurality of groups of anti-seismic steel bars 10, so that the connection strength between the support frame 3 and the base plate 1 can be maintained while the vibration of the support frame 3 is in the horizontal direction, the anti-seismic effect of the steel frame 2 is improved by the support frame 3, the vibration of the support frame 3 and the steel frame 2 in the horizontal direction is absorbed and buffered by the plurality of groups of anti-seismic steel bars 10, the fracture and collapse risk of the steel frame 2 is reduced, and the safety and reliability are high.
Example 2
On the basis of the embodiment 1, a heat-insulating pad is arranged at the upper end of the base plate 1; when the prefabricated plate is installed on the steel frame 2 to manufacture the house, the heat preservation effect of the house is improved through the heat preservation pad on the base plate 1, and the heating energy is saved.
In summary, the device provided by the utility model has good anti-seismic effect in both the horizontal direction and the vertical direction, reduces the risk of fracture and collapse of the steel frame 2 in an earthquake, has good heat preservation effect, and saves energy.
The steel frame 2, the shock pad 4 and the shock-resistant steel bars 10 with the energy-saving novel improved shock-resistant steel structure are purchased in the market, and the person skilled in the art only needs to install and operate according to the attached use instruction without creative labor of the person skilled in the art.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that it will be apparent to those skilled in the art that modifications and variations can be made without departing from the technical principles of the present utility model, and these modifications and variations should also be regarded as the scope of the utility model.
Claims (7)
1. The energy-saving novel improved anti-seismic steel structure comprises a base plate (1) and a steel frame (2); the steel frame (2) is arranged on the base plate (1) through the longitudinal shock-resistant device and the horizontal shock-resistant device; the horizontal anti-seismic device comprises two groups of support plates (8), two groups of fixing plates (9) and anti-seismic steel bars (10), wherein the two groups of support plates (8) are respectively and fixedly arranged at the left part and the right part of the upper end of the base plate (1), the two groups of fixing plates (9) are respectively and fixedly arranged at the front part and the rear part of the upper end of the base plate (1), and the two groups of support plates (8) and the two groups of fixing plates (9) are fixedly connected with the support frame (3) through the anti-seismic steel bars (10).
2. The novel energy-saving improved anti-seismic steel structure according to claim 1, wherein the longitudinal anti-seismic device comprises a support frame (3) and a shock pad (4), the shock pad (4) is arranged at the upper end of the base plate (1), the shock pad (4) is fixedly arranged at the upper end of the base plate (1), the support frame (3) is fixedly arranged at the upper end of the shock pad (4), and the steel frame (2) is fixedly arranged at the upper end of the support frame (3).
3. The improved energy-saving anti-seismic steel structure according to claim 2, wherein the supporting frame (3) is provided with a plurality of groups of weight-reducing grooves (7).
4. The novel energy-saving improved anti-seismic steel structure according to claim 1, wherein the number of the anti-seismic steel bars (10) is 12, and the 12 groups of anti-seismic steel bars (10) are uniformly distributed on the four end faces of the support frame (3) in the front-back and left-right directions.
5. The improved energy-saving anti-seismic steel structure according to claim 1, wherein the upper end of the base plate (1) is provided with a heat-insulating pad.
6. The improved energy-saving and anti-seismic steel structure according to claim 1, wherein the outer surface of the steel frame (2) is provided with an anti-rust coating.
7. The improved energy-saving anti-seismic steel structure with the novel improvement as claimed in claim 1, wherein a plurality of groups of supporting blocks (5) are arranged at the lower end of the steel frame (2), the steel frame (2) is fixedly arranged on the plurality of groups of supporting blocks (5), the plurality of groups of supporting blocks (5) are fixedly arranged on the supporting frame (3), and a plurality of groups of reinforcing ribs (6) are arranged at the lower part of the steel frame (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320534894.7U CN220117501U (en) | 2023-03-15 | 2023-03-15 | Energy-saving novel improved anti-seismic steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320534894.7U CN220117501U (en) | 2023-03-15 | 2023-03-15 | Energy-saving novel improved anti-seismic steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220117501U true CN220117501U (en) | 2023-12-01 |
Family
ID=88913072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320534894.7U Active CN220117501U (en) | 2023-03-15 | 2023-03-15 | Energy-saving novel improved anti-seismic steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220117501U (en) |
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2023
- 2023-03-15 CN CN202320534894.7U patent/CN220117501U/en active Active
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