CN208831988U - A kind of machine cabinet load-bearing para-seismic support - Google Patents
A kind of machine cabinet load-bearing para-seismic support Download PDFInfo
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- CN208831988U CN208831988U CN201821180165.1U CN201821180165U CN208831988U CN 208831988 U CN208831988 U CN 208831988U CN 201821180165 U CN201821180165 U CN 201821180165U CN 208831988 U CN208831988 U CN 208831988U
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Abstract
The utility model relates to a kind of machine cabinet load-bearing para-seismic supports, include mounting platform, earthquake-resisting support device, base fixing device and the cabinet connecting hole on mounting platform being integrally rectangle.By the way that mounting platform to be fixed on earthquake-resisting support device by the pin mode of tool-free installation, base fixing device is fixed on earthquake-resisting support device by way of welded connecting, earthquake-resisting support device is made of several triangular supports and several tie-rods, so that whole cabinet load-bearing para-seismic support is detachable and the tool-free installation of mounting platform, floor load-bearing dispersion, floor reinforcement cost is low, and bracket anti-seismic performance is good.
Description
Technical field
The utility model belongs to data center's infrastructure field more particularly to a kind of machine cabinet load-bearing para-seismic support.
Background technique
Data center's cabinet, usually cold-rolled steel sheet or alloy production is used to store computer and related control device
Object, can provide the protection to storage equipment, and shielding electromagnetic interference is arrange orderly and neatly equipment.Most of high standard is built
If data center all by the way of raised flooring, need that supporting support is arranged under cabinet.Cabinet bracket seems simply, but
It is that current mature perfect product is seldom, is also targetedly designed without being directed to antidetonation load-bearing, cause many security risks,
And it is many all because the building bearing earthquake resistant level requirement that bracket does not meet construction influences the duration in Practical Project case.
At present in computer room practical application, support column that the machine cabinet load-bearing para-seismic support of use generally uses several vertical
The gravity of cabinet is directed on floor flooring.This common design anti seismic efficiency is poor, and gravity is focused on cabinet bottom
It causes local floor pressure to exceed the load-bearing range of most of industrial premises, therefore utilizes the data of old old factory rehabilitation in portion region
Center requires to be reinforced, even if the load-bearing of newdata center is also required to reach 1.2 tons/square or more.The utility model is just
It is the design by system, by the way of the support of A-frame oblique pull, reduces local load-bearing pressure and improve whole antidetonation
Ability.In addition many innovative designs have been carried out in the assembled in situ link of product, can quickly and easily assembled, and can guarantee installation essence
Degree.It can accomplish that placing cabinet region does not have to reinforce in the implementation of most of industrial premises, and shock resistance is strong.
At present major part machine cabinet load-bearing para-seismic support be all by steel plate integral solder together, whole is in a cuboid
Shape, although not easy to install, overall volume is big, cannot dismantle, it has not been convenient to transport, transportation cost is high.
Summary of the invention
The technical problem to be solved by the utility model is to provide a kind of machine cabinet load-bearing para-seismic supports of efficient load-bearing, use
It is concentrated mainly below the support column immediately below cabinet in solving existing cabinet bracket load-bearing, and it is cold logical between cabinet and cabinet
Road or the non-load-bearing of the passage of heat, the waste for causing part to reinforce, floor integral reinforcing higher cost, cabinet bracket cannot dismantle fortune
Defeated problem at high cost, cabinet bracket is non-seismic.
The utility model is achieved through the following technical solutions:
A kind of machine cabinet load-bearing para-seismic support includes mounting platform 100, the earthquake-resisting support device 200, bottom being integrally rectangle
The fixed device 300 of seat and the cabinet connecting hole 400 on mounting platform 100, it is characterised in that: mounting platform 100 is by exempting from
The pin mode of tool installation is fixed on earthquake-resisting support device 200；Base fixing device 300 is consolidated by way of welded connecting
It is scheduled on earthquake-resisting support device 200；Earthquake-resisting support device 200 is by 220 groups of several triangular supports 210 and several tie-rods
At.
Technical effect: being dispersed in floor load-bearing to inclined support column by A-frame, further that machine cabinet load-bearing is equal
It is even to be distributed to entire flooring, it reduces machine cabinet load-bearing bracket and height is required to floow load, reduce to the wasting of resources is reinforced, reduce
Flooring cost is reinforced, and is improved using A-frame shock resistance.
Mounting platform is removably attached on earthquake-resisting support device by the pin mode of tool-free installation, antidetonation branch
Support arrangement is by bolted connection removably joined together A-frame and tie-rod, so that whole device is removable
It unloads, and the tool-free installation of mounting platform.
Detailed description of the invention
Fig. 1 is the stereoscopic schematic diagram of machine cabinet load-bearing para-seismic support
Fig. 2 is the top view of mounting platform
Fig. 3 is the stereoscopic schematic diagram of support device on base map
Fig. 4 is another stereoscopic schematic diagram of support device on base map
Fig. 5 is the stereoscopic schematic diagram of earthquake-resisting support device and base fixing device
Fig. 6 is the stereoscopic schematic diagram of edge support upper backup pad
Fig. 7 is the stereoscopic schematic diagram of intermediate support upper backup pad
Fig. 8 is the main view of machine cabinet load-bearing para-seismic support
100- mounting platform, 200- earthquake-resisting support device, 300- base fixing device
110- support beam, 111- crossbeam limit hole, 120- support stringer, 121- stringer limit hole
130- floor support, 111a- edge supports crossbeam, 111b- intermediate supports crossbeam, 210- A-frame, 211-
Bracket upper backup pad, the oblique column of 212-, 212a- support column flexible connection hole, 213- strut, the edge 210a- A-frame,
210b- middle triangle bracket, 211a- edge support upper backup pad, 211b- intermediate support upper backup pad, 220- tie-rod, 221- are living
Dynamic connecting hole, 231- crossbeam position-limitting pin, 232- stringer position-limitting pin, the floor 233- connecting hole, the floor 234- support plate, 235-
Beam limit plate, 310- pedestal securing plate, 311- pedestal reinforced hole, 400- cabinet connecting hole, 410- cabinet connect via hole.
Specific embodiment
The utility model is more fully retouched below with reference to relevant drawings for the ease of understanding the utility model,
It states.The preferred embodiment of the utility model is given in attached drawing.But the utility model can come in many different forms in fact
It is existing, however it is not limited to embodiment described herein.On the contrary, purpose of providing these embodiments is makes public affairs to the utility model
The understanding for opening content is more thorough and comprehensive.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to
To another element or it may be simultaneously present centering elements.
Unless otherwise defined, all technical and scientific terms used herein are led with the technology for belonging to the utility model
The normally understood meaning of the technical staff in domain is identical.Terminology used in the description of the utility model herein only be
The purpose of description specific embodiment, it is not intended that in limitation the utility model.
Embodiment
N is generally 1 ~ 100 natural number in this specification, determines depending on data center's size, such as a column of data center
Cabinet group is by 30 cabinets, then the value of n is 30.When data center is super large data center, such as data center's machine
Cabinet group is made of 200 cabinets, then the value of n is 200.
Generally, other than peculiar customization cabinet, the size of standard cabinet is generally 60cm*120cm, i.e. 60cm wide,
120cm is deep, supports that the size of device 100 is 60cm*120cm on the pedestal in corresponding the present embodiment.For non-standard cabinet,
The size of device 100 is supported to be automatically adjusted to be applicable in the size of the non-standard cabinet on pedestal in the present embodiment.
As shown in Figure 1, a kind of machine cabinet load-bearing para-seismic support: from top to bottom successively including not marked in mounting platform 100(figure
Know), do not identify in earthquake-resisting support device 200(figure), do not identify in base fixing device 300(figure) and it is located at mounting platform 100
On cabinet connecting hole 400.Mounting platform 100 is fixed on earthquake-resisting support device 200 by the pin mode of tool-free installation；
Base fixing device 300 is fixed on earthquake-resisting support device 200 by way of welded connecting；Earthquake-resisting support device 200 is by 2n+
2 triangular supports 210 and 8n tie-rod 220 form.
Base fixing device 300 is 4n+4 pedestal securing plate 310.1-4 bottom is provided in each pedestal securing plate 310
Seat reinforced hole 311.Base fixing device is used to increase the real contact area of A-frame 210 Yu flooring, while facilitating fixation
On floor or flooring.It can be poured by cement or the modes such as screw is fixed are fixed on floor or flooring.It is provided with pedestal
Reinforced hole 311 is the position in order to further limit cabinet bracket on floor or flooring.
In the present embodiment, as shown in Fig. 2 ~ Fig. 4, mounting platform 100 is by n+1 root support beam 110 and 2n root support stringer
120 compositions.As shown in figure 3, containing corresponding limit hole: crossbeam limit hole on support beam 110 and support stringer 120 respectively
111 and stringer limit hole 121, and limit hole is located at the lower surface of support beam 110 and support stringer 120.The limit hole is used for
Limit the installation site of crossbeam and stringer.The material of support beam 110 and support stringer 120 is rectangular steel tube, rectangular steel tube
Determines according to actual conditions, geometric dimension guarantees to hold cabinet completely for wall thickness and geometric dimension length, width and height, and wall thickness guarantees cabinet
Intensity can support cabinet.
As shown in figure 4, two ends are each provided with a cabinet connecting hole 400 before and after the upper surface of support stringer 120, use
In the fixed cabinet being contained on cabinet bracket.
Any one of crossbeam limit hole 111, stringer limit hole 121, cabinet connecting hole 400, pedestal reinforced hole 311 4 be
Circular hole or kidney slot.Processing and installation can be facilitated using kidney slot, be also capable of fixing after certain deviation occurs in processing installation
Corresponding part.
As n=1, the cabinet bracket of the present embodiment can only place a cabinet, and mounting platform 100 is by 2 support beams
110 and 2 support stringers 120；As n >=2, the cabinet bracket of the present embodiment can place n cabinet, support device on pedestal
100 are made of n+1 root support beam 110 and 2n root support stringer 120.Wherein contain 2 edge supports crossbeam 110a and n-1 roots
Intermediate supports crossbeam 110b.Wherein the width of intermediate supports crossbeam 110a is 1 ~ 2 times of edge supports crossbeam 110b.Edge supports
Crossbeam 110a relative to intermediate supports crossbeam 110b's the difference is that, thereon side can installation floor supporting element 130.Floor support
Part 130 is fixed on the middle section edge supports crossbeam 110a for placing electrostatic floor.
In the embodiment shown in fig. 1, cabinet connecting hole 400 is arranged on support stringer 120, also exists in order to easy for installation
Support the lateral surface of stringer 120 is provided with to be correspondingly connected with via hole 410.Via hole 410 is preferably square hole, can also with kidney slot or
Circular hole, placing screws or nut when for facilitating operator to install.It in other embodiments, can be by cabinet connecting hole
400 are arranged in support beam 110, support to prop up in this case on crossbeam 110 without installing corresponding connection via hole at this time
Support 110 both ends of crossbeam are stretched over bracket edge.
In the present embodiment, as shown in figure 5, earthquake-resisting support device 200 contains 2n+4 triangular supports 210 and 8n tie-rod
220.As n=1, the cabinet bracket of the present embodiment can only place a cabinet, and earthquake-resisting support device 200 contains 4 triangle branch
Frame 210 and 8 tie-rod 220；As n >=2, the cabinet bracket of the present embodiment can place n cabinet, and earthquake-resisting support device 200 contains
There are 4 triangular supports 210 and 8 tie-rods 220.Wherein contain 4 edge A-frame 210a and 4n middle triangle bracket
210b。
In the present embodiment, tie-rod 220 is plate steel, and both ends are provided with location hole, are fixed by way of bolt
On A-frame.Two adjacent A-frames are fixed by 8 tie-rods 220.
In the present embodiment, edge A-frame 210a and middle triangle bracket 210b's the difference is that being supported on its bracket
Plate is different.Edge A-frame 210a contains edge support upper backup pad 211a, is mainly used for that edge supports cross is being placed above
Beam 110a, support stringer 120 and electrostatic floor.Middle triangle bracket 210b contains intermediate support upper backup pad 211b, main to use
In intermediate supports crossbeam 110b, support stringer 120 and electrostatic floor is being placed above.
The structure of edge support upper backup pad 211a and intermediate support upper backup pad 211b are as shown in Figure 6 and Figure 7, both
Provided with crossbeam position-limitting pin 231, stringer position-limitting pin 232, floor connecting hole 233, floor support plate 234, beam limit plate
235.The two difference is that edge support upper backup pad 211a also contains floor support plate 234 on 110 direction of support beam, and
The quantity of crossbeam limit hole 231 and the negligible amounts of stringer supported hole 232.Beam limit plate 235 is set, so that on crossbeam direction
The movement for limiting crossbeam limits the movement that total amount is on stringer direction, so that being supported on the support of 211 top of bracket support plate
Crossbeam 110 and 120 position of support stringer are stronger.
As shown in figure 8, in the present embodiment, A-frame 210 by 211,2 isometric oblique columns 212 of bracket upper backup pad,
1 strut 213 forms, and oblique 212 upper end of column and the lower contact plate of upper backup pad 211 weld together.In A-frame 210
Two 212 angles of oblique column are generally 40 degree to 90 degree.Dispersed in floor load-bearing to inclined support column by A-frame, into
Machine cabinet load-bearing is evenly spread to entire flooring by one step, is reduced machine cabinet load-bearing bracket and is required floow load high, reduces to adding
Gu the wasting of resources reduces and reinforces flooring cost, and the rectangle structure using the structure of A-frame relative to current cabinet
More stable, anti-seismic performance is good.
Preferably, two 212 angles of oblique column are 60 degree, and oblique column 212 is preferably welded with bracket upper backup pad 211
It is connected together in succession.A-frame is equilateral triangle at this time.Under this equilateral triangle bracket, the structure of A-frame is the most firm
Gu increasing the stability of whole cabinet load-bearing para-seismic support.
Another preferably situation is that the angle between two oblique columns 212 is a certain special angle, so that two oblique columns
The distance between base fixing device 300 of 212 lower sections is the half of the length of support beam, at this time under same root support beam
Spacing between four base fixing devices 300 of side is all the half of support beam length, and base fixing device 300 uniformly divides
For cloth on floor or floor, dispersion load-bearing is the most uniform.
Generally, strut 213 is positioned close to base fixing device 300, so that entire A-frame is more firm.
Preferably, strut 213 is welded on oblique column 212 and the bottom surface of strut 213 is close to base fixing device 300.
Preferably, the bottom surface of strut 213 is 0-20 centimetres at a distance from base fixing device 300.
Preferably, strut 213 is welded on the oblique column 212 close to 1/10 ~ 2/5 position of base fixing device 300
It sets.
Each technical characteristic of above embodiments can be combined arbitrarily, for simplicity of description, not to above-described embodiment
In each technical characteristic it is all possible combination be all described, as long as however, the combination of these technical characteristics be not present lance
Shield all should be considered as described in this specification.
Above embodiments only express the preferred embodiment of the utility model, and the description thereof is more specific and detailed, but
It cannot be understood as the limitations to utility model patent range.It should be pointed out that for the ordinary skill of this field
For personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this
The protection scope of utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.
Claims (10)
1. a kind of machine cabinet load-bearing para-seismic support include integrally be rectangle mounting platform (100), earthquake-resisting support device (200),
Base fixing device (300) and the cabinet connecting hole (400) being located on mounting platform (100), it is characterised in that: mounting platform
(100) it is fixed on earthquake-resisting support device (200) by the pin mode of tool-free installation；Base fixing device (300) passes through
The mode of welded connecting is fixed on earthquake-resisting support device (200)；Earthquake-resisting support device (200) is by several triangular supports
(210) it is formed with several tie-rods (220).
2. machine cabinet load-bearing para-seismic support as described in claim 1, it is characterised in that: the triangular supports (210) are by bracket
Upper backup pad (211), two oblique columns (212), strut (213) composition；Oblique column (212) upper end and upper backup pad
(211) lower contact surface welding.
3. machine cabinet load-bearing para-seismic support as claimed in claim 2, it is characterised in that the strut (213) is welded on described tiltedly vertical
1/10 ~ 2/5 position of the column (212) close to base fixing device (300).
4. machine cabinet load-bearing para-seismic support as claimed in claim 2, it is characterised in that: the strut (213) is welded on described oblique
0-20 centimetre of position of the column (212) close to base fixing device (300).
5. machine cabinet load-bearing para-seismic support as claimed in claim 2, it is characterised in that: the strut (213) and the pedestal are solid
Determine device (300) and the oblique column (212) welds together.
6. machine cabinet load-bearing para-seismic support as described in claim 1, it is characterised in that: the mounting platform (100) contains n+1 root
Support beam (110) and 2n root support stringer (120) contain crossbeam limit hole (111) in support beam (110), support stringer
(120) contain stringer limit hole (121) on, contain among 2 edge supports crossbeams and n-1 root in the n+1 root support beam
Support beam, wherein n is the natural number between 1 ~ 100.
7. machine cabinet load-bearing para-seismic support as claimed in claim 6, it is characterised in that: the support beam (110) is square bar
Pipe, the support stringer (120) are rectangular steel tube.
8. machine cabinet load-bearing para-seismic support as claimed in claim 6, it is characterised in that: the crossbeam limit hole (111) is waist
Type hole or circular hole, the stringer limit hole (121) are waist-shaped hole or circular hole, the pass of cabinet connecting hole (400) be waist-shaped hole or
Circular hole.
9. machine cabinet load-bearing para-seismic support as described in claim 1, it is characterised in that: the base fixing device (300) is by even
Connect several pedestal securing plates (310) composition of earthquake-resisting support device (200).
10. machine cabinet load-bearing para-seismic support as claimed in claim 9, it is characterised in that: be arranged on the pedestal securing plate (310)
There is 1-4 pedestal reinforced hole (311).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821180165.1U CN208831988U (en) | 2018-07-25 | 2018-07-25 | A kind of machine cabinet load-bearing para-seismic support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821180165.1U CN208831988U (en) | 2018-07-25 | 2018-07-25 | A kind of machine cabinet load-bearing para-seismic support |
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| Publication Number | Publication Date |
|---|---|
| CN208831988U true CN208831988U (en) | 2019-05-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821180165.1U Active CN208831988U (en) | 2018-07-25 | 2018-07-25 | A kind of machine cabinet load-bearing para-seismic support |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108644549A (en) * | 2018-07-25 | 2018-10-12 | 深圳易信科技股份有限公司 | A kind of machine cabinet load-bearing para-seismic support |
| CN111035187A (en) * | 2019-12-31 | 2020-04-21 | 兰剑智能科技股份有限公司 | A goods shelves that is used for oblique pull tower of antidetonation goods shelves and includes this oblique pull tower |
-
2018
- 2018-07-25 CN CN201821180165.1U patent/CN208831988U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108644549A (en) * | 2018-07-25 | 2018-10-12 | 深圳易信科技股份有限公司 | A kind of machine cabinet load-bearing para-seismic support |
| CN111035187A (en) * | 2019-12-31 | 2020-04-21 | 兰剑智能科技股份有限公司 | A goods shelves that is used for oblique pull tower of antidetonation goods shelves and includes this oblique pull tower |
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