CN208219858U - A kind of steel structure earthquake-resistant support - Google Patents
A kind of steel structure earthquake-resistant support Download PDFInfo
- Publication number
- CN208219858U CN208219858U CN201820358852.1U CN201820358852U CN208219858U CN 208219858 U CN208219858 U CN 208219858U CN 201820358852 U CN201820358852 U CN 201820358852U CN 208219858 U CN208219858 U CN 208219858U
- Authority
- CN
- China
- Prior art keywords
- steel structure
- pedestal
- resistant support
- top plate
- hydraulic damper
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 22
- 230000001681 protective effect Effects 0.000 claims description 21
- 238000003466 welding Methods 0.000 claims description 17
- 239000011253 protective coating Substances 0.000 claims description 16
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 239000011701 zinc Substances 0.000 claims description 8
- 229910052725 zinc Inorganic materials 0.000 claims description 8
- 238000013016 damping Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000003139 buffering effect Effects 0.000 abstract description 4
- 230000007812 deficiency Effects 0.000 abstract description 3
- 239000013013 elastic material Substances 0.000 abstract description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000003518 caustics Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000003647 oxidation Effects 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of steel structure earthquake-resistant support, including device noumenon and pedestal, device noumenon lower end is equipped with pedestal, and pedestal is fixedly connected in device noumenon, and top plate is equipped in the middle part of device noumenon, and top plate is fixedly connected in device noumenon.This kind of steel structure earthquake-resistant support, there are six hydraulic damper is set, and six hydraulic damper are arranged in " two rows three column " shape, the buffering simple compared to existing damping device, hydraulic damper being capable of the pushing when being under pressure, it is sprung back in pressure reduction, so that device keeps a normal state, and other damping devices then use elastic material, the problem of being deformed under prolonged pressure effect, cause facility skew and generates the accident damaged, and six hydraulic damper are set and make device more firm, it solves existing design and the dissatisfactory deficiency of effect played to the function of seismic resistance of device is set using protection pad.
Description
Technical field
The utility model relates to steel structure technology field, specially a kind of steel structure earthquake-resistant support.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by fashioned iron
With the components composition such as girder steel, steel column, steel truss made of steel plate etc., generallyd use between each component or component weld seam, bolt or
Rivet interlacement.Because its self weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
But existing steel structure earthquake-resistant support is not ideal enough using the effect that the function of seismic resistance of device is played in protection pad setting,
And existing steel structure earthquake-resistant support is fixed by screw, is easy to appear loosening, in addition, existing steel structure earthquake-resistant support
Pedestal is easy to be corroded and cause facility unstable.
So how to design a kind of steel structure earthquake-resistant support, becoming us will currently be solved the problems, such as.
Utility model content
It is mentioned above in the background art to solve the purpose of this utility model is to provide a kind of steel structure earthquake-resistant support
Problem.
To achieve the above object, the utility model provides the following technical solutions: a kind of steel structure earthquake-resistant support, including device
Ontology and pedestal, described device ontology lower end are equipped with pedestal, and the pedestal is fixedly connected in device noumenon, described device ontology
Middle part is equipped with top plate, and the top plate is fixedly connected in device noumenon, and mounting hole is equipped with inside the top plate, and the mounting hole is opened
Hole is arranged in top plate, and the top plate upper end is equipped with spud pile, and the spud pile welding is arranged on top plate, on the spud pile
End is equipped with clamp hand, and the clamp hand welding is arranged on spud pile, and described device ontology lower end is equipped with protective frame, the protective frame weldering
It connects and is arranged in device noumenon, the protective frame lower surface is equipped with securing plate, and the securing plate is fixedly connected in protective frame, institute
It states and is equipped with solar panels on the right side of top plate, the solar panels are fixedly connected on top plate by screw, on the left of the solar panels
It equipped with level meter, is electrically connected between the level meter and solar panels, the pedestal upper end is equipped with bottom plate, the bottom plate welding
It is set on the base, the bottom plate lower end is equipped with strut, and the strut welding is arranged on bottom plate.
Further, the protective frame lower end is equipped with hydraulic damper, and the hydraulic damper is fixedly connected by screw
In protective frame.
Further, there are six the hydraulic damper is set, and six hydraulic damper are set in " two rows three column " shape
It sets.
Further, the strut lower end is equipped with disk, welds between the geometric center of the disk and the lower end of strut
Setting.
Further, the disk is arranged in flat " cylinder " shape, and disc thickness is " 2CM ".
Further, the lower surface of base plate is equipped with protective coating, and the protective coating is fitted tightly on bottom plate.
Further, the protective coating uses active metal zinc, and the welding position of protective coating package disk and strut
It sets.
Compared with prior art, the utility model has the beneficial effects that this kind of steel structure earthquake-resistant support, hydraulic damper are set
There are six, and six hydraulic damper are arranged in " two rows three column " shape, the buffering simple compared to existing damping device is hydraulic
Damper can the pushing when being under pressure, sprung back in pressure reduction so that device keep a normal state, and
The problem of other damping devices then use elastic material, can be deformed under prolonged pressure effect, causes facility crooked
And the accident of damage is generated, and six hydraulic damper are set and make device more firm, solve existing design using shield
The dissatisfactory deficiency of effect that the function of seismic resistance of device is played in pad setting, and the geometric center and branch of the disk of strut lower end
Setting is welded between the lower end of bar, this kind of disk be mainly used for that this kind of aseismatic bearing is fixed, disk can it is buried into
Cement and soil, so that the fixation of device is more stable, rather than traditional dependence screw is fixed, and is easy to appear loosening
Problem, in addition, lower surface of base plate is equipped with protective coating, protective coating uses active metal zinc, this kind of active metal zinc is then benefit
With the principle of sacrificial anode and protective cathode, and then protect device from the corrosion of corrosive substance and the oxidation of oxygen,
Solves the deficiency that existing design pedestal is easy to be corroded and causes facility unstable.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the front cross-sectional structural schematic diagram of the utility model；
Fig. 3 is enlarged structure schematic diagram at the A of the utility model Fig. 2.
In figure: 1- device noumenon；2- pedestal；101- top plate；1011- mounting hole；102- spud pile；1021- clamp hand；103-
Protective frame；104- hydraulic damper；1041- securing plate；105- solar panels；1051- level meter；201- bottom plate；202- protection
Coating；203- strut；2031- disk.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of steel structure earthquake-resistant support, including device sheet
Body 1 and pedestal 2,1 lower end of device noumenon are equipped with pedestal 2, and pedestal 2 is fixedly connected in device noumenon 1, sets in the middle part of device noumenon 1
There is top plate 101, top plate 101 is fixedly connected in device noumenon 1, and mounting hole 1011 is equipped with inside top plate 101, and mounting hole 1011 is opened
Hole is arranged in top plate 101, and 101 upper end of top plate is equipped with spud pile 102, and the welding of spud pile 102 is arranged on top plate 101, fixed
102 upper ends of stake are equipped with clamp hand 1021, and the welding of clamp hand 1021 is arranged on spud pile 102, and 1 lower end of device noumenon is equipped with protective frame
103, the welding of protective frame 103 is arranged in device noumenon 1, and 103 lower surface of protective frame is equipped with securing plate 1041, and securing plate 1041 is solid
Surely it is connected in protective frame 103, solar panels 105 is equipped on the right side of top plate 101, solar panels 105 are fixedly connected on by screw
On top plate 101, it is equipped with level meter 1051 on the left of solar panels 105, is electrically connected between level meter 1051 and solar panels 105,
2 upper end of pedestal is equipped with bottom plate 201, and the welding of bottom plate 201 is arranged on pedestal 2, and 201 lower end of bottom plate is equipped with strut 203, strut 203
Welding is arranged on bottom plate 201.
Further, 103 lower end of protective frame is equipped with hydraulic damper 104, and hydraulic damper 104 is fixedly connected by screw
In protective frame 103, hydraulic damper 104 can reduce the problem of vibration that equipment generates under the influence of the external world.
Further, there are six hydraulic damper 104 is set, and six hydraulic damper 104 are arranged in " two rows three column " shape,
The buffering simple compared to existing damping device, hydraulic damper 104 can the pushing when being under pressure, in pressure reduction
Rebound, so that device keeps a normal state, and other damping devices then use elastic material, and prolonged pressure is made
The problem of being deformed under, causes facility skew and generates the accident damaged, and six hydraulic damper 104 are arranged and make
Device is more firm.
Further, 203 lower end of strut is equipped with disk 2031, the lower end of the geometric center of disk 2031 and strut 203 it
Between weld setting, this kind of disk 2031 be mainly used for that this kind of aseismatic bearing is fixed, and disk 2031 buried can intake
Mud and soil, so that the fixation of device is more stable, rather than traditional dependence screw is fixed, and is easy to appear asking for loosening
Topic.
Further, disk 2031 is arranged in flat " cylinder " shape, and disk 2031 is with a thickness of " 2CM ", disk 2031
The problem of device capable of being fixed, preventing strong vibration from device being caused to fall off.
Further, 201 lower surface of bottom plate is equipped with protective coating 202, and protective coating 202 is fitted tightly on bottom plate 201,
This kind of protective coating can the bottom plate 201 to device protect, prevent rain water and air from generating corrosion, damage to bottom plate 201
Device.
Further, protective coating 202 uses active metal zinc, and protective coating 202 wraps up disk 2031 and strut 203
Welding position, this kind of active metal zinc is then the principle that sacrificial anode and protective cathode is utilized, so protect device from
The corrosion of corrosive substance and the oxidation of oxygen.
Working principle: firstly, device is installed in place by pedestal 2, guarantee the stabilization of device, then use
The tool of profession detects device, guarantees the integrality of apparatus function, to the preparation of this finishing device, then may be used
To start the normal use to device, during which, six hydraulic damper 104 are arranged in " two rows three column " shape, compared to existing
The simple buffering of damping device, hydraulic damper 104 can the pushing when being under pressure, sprung back in pressure reduction so that dress
It sets and keeps a normal state, weld and set between the geometric center of the disk 2031 of 203 lower end of strut and the lower end of strut 203
Set, this kind of disk 2031 is mainly used for that this kind of aseismatic bearing is fixed, disk 2031 can buried water inlet mud and soil,
So that the fixation of device is more stable, protective coating 202 uses active metal zinc, this kind of active metal zinc is then that sacrifice is utilized
The principle of anodic protection cathode, and then protect device from the corrosion of corrosive substance and the oxidation of oxygen.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of steel structure earthquake-resistant support, including device noumenon (1) and pedestal (2), it is characterised in that: described device ontology (1)
Lower end is equipped with pedestal (2), and the pedestal (2) is fixedly connected on device noumenon (1), and top is equipped in the middle part of described device ontology (1)
Plate (101), the top plate (101) are fixedly connected on device noumenon (1), and mounting hole is equipped with inside the top plate (101)
(1011), in top plate (101), top plate (101) upper end is equipped with spud pile for mounting hole (1011) the aperture setting
(102), spud pile (102) welding is arranged on top plate (101), and spud pile (102) upper end is equipped with clamp hand (1021),
Clamp hand (1021) welding is arranged on spud pile (102), and described device ontology (1) lower end is equipped with protective frame (103), described
Protective frame (103) welding is arranged on device noumenon (1), and protective frame (103) lower surface is equipped with securing plate (1041), described
Securing plate (1041) is fixedly connected on protective frame (103), is equipped with solar panels (105) on the right side of the top plate (101), it is described too
Positive energy plate (105) is fixedly connected on top plate (101) by screw, and level meter is equipped on the left of the solar panels (105)
(1051), it is electrically connected between the level meter (1051) and solar panels (105), pedestal (2) upper end is equipped with bottom plate
(201), bottom plate (201) welding is arranged on pedestal (2), and bottom plate (201) lower end is equipped with strut (203), the branch
Bar (203) welding is arranged on bottom plate (201).
2. a kind of steel structure earthquake-resistant support according to claim 1, it is characterised in that: protective frame (103) lower end is set
Have hydraulic damper (104), the hydraulic damper (104) is fixedly connected on protective frame (103) by screw.
3. a kind of steel structure earthquake-resistant support according to claim 2, it is characterised in that: the hydraulic damper (104) sets
There are six, and six hydraulic damper (104) are arranged in " two rows three column " shape.
4. a kind of steel structure earthquake-resistant support according to claim 1, it is characterised in that: strut (203) lower end is equipped with
Disk (2031) welds setting between the geometric center of the disk (2031) and the lower end of strut (203).
5. a kind of steel structure earthquake-resistant support according to claim 4, it is characterised in that: the disk (2031) is in flat
The setting of " cylinder " shape, and disk (2031) is with a thickness of " 2CM ".
6. a kind of steel structure earthquake-resistant support according to claim 1, it is characterised in that: bottom plate (201) lower surface is set
Have protective coating (202), the protective coating (202) is fitted tightly on bottom plate (201).
7. a kind of steel structure earthquake-resistant support according to claim 6, it is characterised in that: the protective coating (202) uses
Active metal zinc, and the welding position of protective coating (202) package disk (2031) and strut (203).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820358852.1U CN208219858U (en) | 2018-03-16 | 2018-03-16 | A kind of steel structure earthquake-resistant support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820358852.1U CN208219858U (en) | 2018-03-16 | 2018-03-16 | A kind of steel structure earthquake-resistant support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219858U true CN208219858U (en) | 2018-12-11 |
Family
ID=64531683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820358852.1U Expired - Fee Related CN208219858U (en) | 2018-03-16 | 2018-03-16 | A kind of steel structure earthquake-resistant support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219858U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485281A (en) * | 2019-08-19 | 2019-11-22 | 东北大学 | A kind of unit construction bridge beam support preventing Non-uniform Settlement |
-
2018
- 2018-03-16 CN CN201820358852.1U patent/CN208219858U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485281A (en) * | 2019-08-19 | 2019-11-22 | 东北大学 | A kind of unit construction bridge beam support preventing Non-uniform Settlement |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190626 Address after: 256400 Sancha Village, Suo Town, Huantai County, Zibo City, Shandong Province Patentee after: Zibo Jingxun Steel Products Co., Ltd. Address before: 362801 Qiancheng 104, Chenzhuang Village, Quangang District, Quanzhou City, Fujian Province Patentee before: Zhuang Huiying |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181211 Termination date: 20200316 |