CN202455709U - Shock absorption and seismic-resistant communication cabinet frame - Google Patents

Shock absorption and seismic-resistant communication cabinet frame Download PDF

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Publication number
CN202455709U
CN202455709U CN2011205426093U CN201120542609U CN202455709U CN 202455709 U CN202455709 U CN 202455709U CN 2011205426093 U CN2011205426093 U CN 2011205426093U CN 201120542609 U CN201120542609 U CN 201120542609U CN 202455709 U CN202455709 U CN 202455709U
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CN
China
Prior art keywords
cabinets
seismic
rack
parts
communication cabinet
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
Application number
CN2011205426093U
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Chinese (zh)
Inventor
王静怡
杨天水
曹美钦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
State Grid Corp of China SGCC
State Grid Fujian Electric Power Co Ltd
Fujian Shuikou Power Generation Group Co Ltd
Original Assignee
Fujian Shuikou Power Generation Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fujian Shuikou Power Generation Group Co Ltd filed Critical Fujian Shuikou Power Generation Group Co Ltd
Priority to CN2011205426093U priority Critical patent/CN202455709U/en
Application granted granted Critical
Publication of CN202455709U publication Critical patent/CN202455709U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an auxiliary frame of communication cabinets in a computer room, in particular to a shock absorption and seismic-resistant communication cabinet frame which comprise a ground seismic-resistant support, wherein the cabinets are arranged on the surface of the support and fixed by fasteners. The shock absorption and seismic-resistant communication cabinet frame has the structural key points that the shock absorption and seismic-resistant communication cabinet frame further comprises a horizontal bracing part, wherein the horizontal bracing part is positioned on an aisle between the two adjacent cabinets or cabinet groups, and comprises a plurality of intersected connecting rods and fasteners which are positioned at cross points for connecting the connecting rods, and the end points of the connecting rods are symmetrically distributed on top frames of the two adjacent cabinets or cabinet groups, and are respectively connected through bolts. The shock absorption and seismic-resistant communication cabinet frame has the advantages that the horizontal bracing part is adopted to connect the cabinets or the cabinet groups into a whole, the gravity center of a single cabinet is effectively changed into a stable gravity plane, so the earthquake fortification level of the communication cabinets is greatly improved, the shock absorption and seismic-resistant effect is good, and the safety of the communication cabinets is ensured.

Description

Damping antidetonation communication cabinet framework
Technical field
The utility model relates to a kind of assist architecture of machine room communication cabinet, particularly a kind of damping antidetonation communication cabinet framework.
Background technology
Communication machine room is the important place of supporting the normal operation of enterprise communication system, and computer room safety is the important component part of production safety.Apparatus expensive in the machine room, the data of Device memory storage are important especially.In case the generation earthquake not only will cause serious property loss, in a single day the data of long-term accumulation are lost especially and can't be remedied.
At present, the rack para-seismic support is a kind of ground para-seismic support, adopts as the one of which H structural section to make; The type of returning design, two ends are metope fixedly, and frame bottom is used the expansion bolt consolidation process; Rack is positioned over rack surface, with the fixing rack of securing member, improves the rack shock resistance.Yet, because the rack height is high, generally can be near ceiling; Its center of gravity is high, has caused there is the factors of instability, and; Rack only is connected between its bottom surface portions and the ground para-seismic support, for the fixed connection mode on a kind of single, under the effect that receives strong external force; Since the rack own wt greatly, highly high, its moment of rocking generation possibly destroyed this fixeds connection relation, causes the rack inclination, drops and damage; So the level of the providing fortification against earthquakes deficiency of existing simple ground para-seismic support, the damping anti seismic efficiency is relatively poor.
The utility model content
The purpose of the utility model is to overcome the weak point of prior art, and a kind of level height of providing fortification against earthquakes, damping antidetonation communication cabinet framework that the damping anti seismic efficiency is good are provided.
The utility model is realized through following approach:
Damping antidetonation communication cabinet framework; Include the ground para-seismic support, rack is positioned over rack surface, connects the rack bottom through securing member; Its structural feature is; Also include horizontal stay bolt parts, these horizontal stay bolt parts are on the passageway between adjacent two racks or the stack of cabinets, and it includes the complex root connecting rod of intersection and is positioned at the securing member that the crosspoint connects connecting rod; The end points of its connecting rod is symmetrically distributed on the top frame of two adjacent communication cabinets or stack of cabinets, and connects through bolt respectively.
Generally have tens in the machine room to up to a hundred racks; Rack in a row is fixed on the para-seismic support of ground; Each is arranged between rack or the stack of cabinets and has reserved passage, on major part or each passage, horizontal stay bolt parts is installed all, and horizontal stay bolt is crossed over the passageway between the adjacent rows stack of cabinets; Each end points of one of which side is fixed on the frame roof of first rack of first row's stack of cabinets, and each end points of opposite side is fixed on time frame roof of the last platform rack of row's stack of cabinets; Simultaneously, the last platform rack of first row's stack of cabinets also is connected through horizontal stay bolt parts with time first rack of row's stack of cabinets.Like this, just link together through horizontal stay bolt parts between first row and the inferior row's stack of cabinets, all the other are respectively arranged between the stack of cabinets and connect through the same manner; All racks of machine room all are connected to become a big integral body through horizontal stay bolt parts, and when rack rocked, rack crowd center of gravity can not be left whole supporting plane; Realize the whole antidetonation target of rack crowd; Improved the level of providing fortification against earthquakes of communication cabinet greatly, the damping anti seismic efficiency is good, even cause the damage of the horizontal stay bolt parts in several places under external force; Also deficiency influences damping, the anti seismic efficiency of integral frame, has guaranteed the safety of communication cabinet.
The utility model can further be specially:
Also include a kind of vertical secure component, it is a kind of rigid straight pipe parts, and an end is fixed on the ceiling through expansion bolt, and the other end is through on the framework that is bolted to the rack top or on the end points of horizontal stay bolt parts.
Vertical secure component is used for fixing enclosure top, and the tie surface para-seismic support has locked the position of rack on vertical plane one on the other, has further improved the antidetonation shock attenuation effect of rack or stack of cabinets.
Also include a kind of bearing diagonal parts; Form by at least two or support bar more than two; Tilt also to be symmetrically distributed in side of cabinet, the top is fixedly connected on the end points of framework or horizontal stay bolt parts on rack top, and the bottom then is fixedly connected on the para-seismic support on floor.
This is from the side rack to be reinforced, with the antidetonation shock attenuation effect of further raising rack or stack of cabinets.
Or: the bearing diagonal parts are a kind of elongated steel sheet, and the top of steel plate is connected with the framework on rack top or the end points of horizontal stay bolt parts, and the bottom is fixedly connected on the para-seismic support on floor, and steel plate face and floor angle are 60 degree.
According to calculating, the 60 degree angles rigid support that can offer the best.
In sum, the utility model provides a kind of damping antidetonation rack framework, and it adopts horizontal stay bolt parts with rack or the stack of cabinets integral body that joins together; Effectively the center of gravity with single rack has become stable gravity plane; Improved the level of providing fortification against earthquakes of communication cabinet greatly, the damping anti seismic efficiency is good, even cause the damage of the horizontal stay bolt parts in several places under external force; Also deficiency influences damping, the anti seismic efficiency of integral frame, has guaranteed the safety of communication cabinet.
Description of drawings
Shown in Figure 1 is the structural representation of the said damping antidetonation of the utility model communication cabinet framework;
Below in conjunction with accompanying drawing the utility model is done and to be further described.
Embodiment
Most preferred embodiment:
With reference to accompanying drawing 1, damping antidetonation communication cabinet framework includes horizontal stay bolt parts 1, vertical secure component 2, bearing diagonal parts 3 and ground para-seismic support 4.
Wherein, the hollow steel pipe that horizontal stay bolt parts 1 are 20mm by two external diameters is formed as connecting rod, this two connecting rods cross-distribution, and adopt bolt to be fastenedly connected in this crosspoint.Hollow steel pipe can be practiced thrift steel to greatest extent at present and reduces cost together what the rigidity stay bolt was provided.First rack of every row's stack of cabinets is connected through the hollow steel pipe that intersects with the last platform rack of adjacent row's stack of cabinets, and first the rack that last platform rack of while and neighbour arrange also is connected through intersecting hollow steel pipe, and bolt is passed through in the end of cabinet framework top and hollow steel pipe.Like this, all adjacent rows cabinet frameworks all link together through the intersection hollow steel pipe, form an integral body.Adopt can the improve the standard stability of stay bolt of interleaved mode.
Vertical secure component 2 also is that external diameter is the hollow steel pipe of 20mm, and vertical fastening hollow steel pipe one end is through on the framework that is bolted to every rack, and the other end is fixed on ceiling and uses the expansion bolt consolidation process.
Bearing diagonal parts 3 are the general steel plate of thickness 5mm, and steel plate one end is through through being bolted on the cabinet framework 5, and the other end is fixed on the floor para-seismic support 4 through expansion bolt.The angle on steel plate and floor is 60 degree, according to calculating, and the 60 degree angles rigid support that can offer the best.
It is identical with prior art that the utility model is not stated part.

Claims (4)

1. damping antidetonation communication cabinet framework; Include ground para-seismic support (4), rack is positioned over support (4) surface, connects the rack bottom through securing member; It is characterized in that; Also include horizontal stay bolt parts (1), these horizontal stay bolt parts (1) are on the passageway between adjacent two racks or the stack of cabinets, and it includes the complex root connecting rod of intersection and is positioned at the securing member that the crosspoint connects connecting rod; The end points of its connecting rod is symmetrically distributed on the top frame of two adjacent communication cabinets or stack of cabinets, and connects through bolt respectively.
2. damping antidetonation communication cabinet framework according to claim 1; It is characterized in that; Also include a kind of vertical secure component (2); It is a kind of rigid straight pipe parts, and an end is fixed on the ceiling through expansion bolt, and the other end is through on the framework that is bolted to the rack top or on the end points of horizontal stay bolt parts (1).
3. damping antidetonation communication cabinet framework according to claim 2; It is characterized in that; Also include a kind of bearing diagonal parts (3), form, tilt and be symmetrically distributed in side of cabinet by two or support bar more than two; The top is fixedly connected on the end points of framework or horizontal stay bolt parts (1) on rack top, and the bottom then is fixedly connected on the para-seismic support (4) on floor.
4. damping antidetonation communication cabinet framework according to claim 3; It is characterized in that; Bearing diagonal parts (3) are a kind of elongated steel sheet; The top of steel plate is connected with the framework on rack top or the end points of horizontal stay bolt parts, and the bottom is fixedly connected on the para-seismic support on floor, and steel plate face and floor angle are 60 degree.
CN2011205426093U 2011-12-22 2011-12-22 Shock absorption and seismic-resistant communication cabinet frame Expired - Fee Related CN202455709U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205426093U CN202455709U (en) 2011-12-22 2011-12-22 Shock absorption and seismic-resistant communication cabinet frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205426093U CN202455709U (en) 2011-12-22 2011-12-22 Shock absorption and seismic-resistant communication cabinet frame

Publications (1)

Publication Number Publication Date
CN202455709U true CN202455709U (en) 2012-09-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205426093U Expired - Fee Related CN202455709U (en) 2011-12-22 2011-12-22 Shock absorption and seismic-resistant communication cabinet frame

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CN (1) CN202455709U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104643652A (en) * 2015-02-06 2015-05-27 吴燕妮 Automatic antimagnetic cabinet
CN104818872A (en) * 2015-03-24 2015-08-05 华信咨询设计研究院有限公司 Anti-seismic combined construction type communication supporting frame structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104643652A (en) * 2015-02-06 2015-05-27 吴燕妮 Automatic antimagnetic cabinet
CN104818872A (en) * 2015-03-24 2015-08-05 华信咨询设计研究院有限公司 Anti-seismic combined construction type communication supporting frame structure
CN104818872B (en) * 2015-03-24 2017-03-22 华信咨询设计研究院有限公司 Anti-seismic combined construction type communication supporting frame structure

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C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: STATE GRID CORPORATION OF CHINA

Free format text: FORMER OWNER: FUJIAN SHUIKOU POWER GENERATION GROUP CO., LTD.

Effective date: 20140207

Owner name: STATE GRID FUJIAN ELECTRIC POWER CO., LTD. FUJIAN

Effective date: 20140207

COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 350004 FUZHOU, FUJIAN PROVINCE TO: 100031 XICHENG, BEIJING

TR01 Transfer of patent right

Effective date of registration: 20140207

Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing

Patentee after: State Grid Corporation of China

Patentee after: State Grid Fujian Electric Power Co., Ltd.

Patentee after: Fujian Shuikou Power Generation Group Co., Ltd.

Address before: 350004 No. 333 Baima South Road, Taijiang District, Fujian, Fuzhou

Patentee before: Fujian Shuikou Power Generation Group Co., Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120926

Termination date: 20191222

CF01 Termination of patent right due to non-payment of annual fee