CN215978665U - Large-span and shock-resistant modularization IT computer lab - Google Patents
Large-span and shock-resistant modularization IT computer lab Download PDFInfo
- Publication number
- CN215978665U CN215978665U CN202122614365.1U CN202122614365U CN215978665U CN 215978665 U CN215978665 U CN 215978665U CN 202122614365 U CN202122614365 U CN 202122614365U CN 215978665 U CN215978665 U CN 215978665U
- Authority
- CN
- China
- Prior art keywords
- steel truss
- bridge
- span
- shock
- wiring
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a large-span and anti-seismic modular IT machine room which comprises uprights, steel truss girders, connecting beams, a bridge support frame, a wiring bridge and a server cabinet, wherein two ends of the steel truss girders are supported through the uprights, the two steel truss girders are arranged on two sides in parallel, the inner sides of the two steel truss girders are connected through a plurality of connecting beams, a plurality of bridge support frames are arranged on the outer sides of the steel truss girders in parallel, the wiring bridge penetrates through the bridge support frame and supports the wiring bridge, and the server cabinet is arranged below the wiring bridge. The frame subassembly welds in advance or the concatenation is accomplished in the mill, has changed the construction order of traditional computer lab, and the compound mode of column frame and steel truss roof beam can provide the large-span configuration, improves space utilization, and on the basis that realizes that the structure satisfies bearing requirement and antidetonation requirement, on-the-spot implementation time is short, and working strength is little, great reduction the cost of data center IT computer lab construction.
Description
Technical Field
The utility model relates to the technical field of computer data center machine room systems, in particular to a large-span and shock-resistant modular IT machine room.
Background
In recent years, with the rapid development of data centers, the traditional closed hot channel special for the computer room is not more and more suitable for the requirements of the computer room of the data centers. The bottom of the closed hot channel of the existing data center is fixed at the top of a server cabinet, the hot channel can be installed only after the server cabinet is installed, the construction period is long, and the cabinet cannot be flexibly drawn after installation, so that the method cannot meet the characteristics of flexible deployment and elastic adaptation of a new generation of data centers. The other type is suspension type installation, namely a floor is used for suspension type installation of a hot channel, and the suspension type installation is not only complex in construction, large in construction difficulty and high in process requirement. In addition, the strong and weak current bridge frame of the traditional channel is arranged and installed in a hanging mode, and the installation process is very complicated.
The IT modularization computer lab that adopts receives ITs steel frame construction's influence at present, for improving steel frame's structural stability, needs increase steel column's quantity, reduces steel frame's span, consequently can lead to the stand in the middle of the influence of putting of rack.
Disclosure of Invention
The utility model aims to provide a large-span and anti-seismic modular IT machine room, which has simple field construction and assembly process, meets the large-span installation and does not influence the placement of a machine cabinet under the condition of meeting the anti-seismic requirement.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
a large-span and anti-seismic modular IT machine room comprises upright posts, steel truss beams, connecting beams, a bridge support frame, a wiring bridge and a server cabinet;
two ends of the steel truss girders are supported through the upright posts, two steel truss girders are arranged, the two steel truss girders are arranged on two sides in parallel, and the inner sides of the two steel truss girders are connected through a plurality of connecting girders arranged side by side;
the plurality of bridge support frames are arranged on the outer side of the steel truss girder side by side, the wiring bridge penetrates through the bridge support frames, and the wiring bridge is supported by the bridge support frames;
the server cabinet is arranged below the wiring bridge.
Furthermore, two upright columns positioned at the same end are connected through a first reinforcing strip.
Furthermore, the bridge support frames at the two ends of the steel truss girder are supported through support columns.
Furthermore, the upright column at the same end is connected with the supporting column through a second reinforcing strip.
Furthermore, the bottom of stand is provided with the limiting plate, the limiting plate with be located both ends the stand is connected, the server rack with the limiting plate is connected.
Further, a sealing plate is arranged on the side face of the steel truss girder.
Furthermore, the crane span structure carriage is provided with the multilayer, and every layer of crane span structure carriage homoenergetic is placed the wiring crane span structure.
Furthermore, the steel truss girder is formed by splicing at least two sub-steel truss girders end to end.
The utility model has the beneficial effects that:
by adopting the technical scheme, the frame assembly of the large-span and anti-seismic modular IT machine room is welded or spliced in advance in a factory, the construction sequence of the traditional machine room is changed, the combination mode of the upright post frame and the steel truss beam is changed, large-span configuration can be provided, the space utilization rate is improved, on the basis that the structure meets the bearing requirement and the anti-seismic requirement, the field implementation time is short, the working strength is low, and the construction cost of the IT machine room of the data center is greatly reduced.
Drawings
The utility model is further illustrated with reference to the following figures and examples.
FIG. 1 is a schematic structural diagram of a modular IT computer room of the present invention with a hidden server cabinet;
FIG. 2 is a first side structural schematic view of a modular IT room of the present invention;
fig. 3 is a schematic diagram of a second side structure of the modular IT machine room of the present invention.
Reference numerals: 1. a column; 2. a steel truss beam; 3. a connecting beam; 4. a bridge support frame; 5. a wiring bridge; 6. a server cabinet; 7. a first reinforcing strip; 8. a support pillar; 9. a second reinforcing strip; 10. a limiting plate; 11. and (7) sealing the plate.
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. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1-3, a large-span and shock-resistant modularization IT computer lab, including stand 1, steel truss roof beam 2, tie-beam 3, crane span structure carriage 4, wiring crane span structure 5 and server rack 6, the both ends of steel truss roof beam 2 are supported through stand 1, steel truss roof beam 2 is provided with two, two steel truss roof beams 2 set up in both sides side by side, the inboard of two steel truss roof beams 2 is connected through a plurality of tie-beams 3 that set up side by side, crane span structure carriage 4 is provided with a plurality ofly, a plurality of crane span structure carriages 4 set up in the outside of steel truss roof beam 2 side by side, wiring crane span structure 5 wears to establish crane span structure carriage 4, and support wiring crane span structure 5 by crane span structure carriage 4, server rack 6 sets up the below at wiring crane span structure 5.
The upright column 1, the steel truss girder 2 and the bridge support frame 4 are welded or spliced in advance in a factory through square steel or sectional materials to obtain the upright column frame 1 and the steel truss girder 2 which are required to be obtained, wherein the bridge support frame 4 is arranged on the outer side of the steel truss girder 2. When assembling on the spot, through design drawing at the installation stand 1 of relevant position, assemble stand 1 and steel truss roof beam 2, make two steel truss roof beams 2 set up side by side, and be connected through tie-beam 3 and two steel truss roof beams 2's inboard, consolidate and stabilize overall structure, form computer lab passageway frame, the smallpox frame that adopts crane span structure braced frame 4 to replace has integrateed simultaneously, wiring crane span structure 5 is assembled in the segmentation of scene and is placed on crane span structure braced frame 4, the position in the below of wiring crane span structure 5 is put to many server rack 6, the IT computer lab component is accomplished. The closed channel door is arranged on two sides of the channel, and a closed channel module is formed by all the components. The construction sequence of traditional computer lab has been changed, the compound mode of stand 1, steel truss roof beam 2 and tie-beam 3, under the basis that realizes that the structure satisfies bearing requirement and antidetonation requirement, provides the large-span configuration, improves space utilization, and on-the-spot implementation time is short, and working strength is little, great reduction the cost of data center IT computer lab construction.
In one embodiment, in order to further enhance the stability of the machine room passage frame, the two columns 1 at the same end are connected by a first reinforcing bar 7.
In one embodiment, the bridge support frames 4 at both ends of the steel truss girder 2 are supported by support columns 8 in order to balance the pressure on both sides of the machine room access frame. And, in order to further enhance the stability of the machine room passage frame, the column 1 and the support column 8 which are also positioned at the same end are connected by a second reinforcing bar 9.
The utility model provides an embodiment, the bottom of stand 1 is provided with limiting plate 10, and limiting plate 10 is connected with the stand 1 that is located both ends, strengthens computer lab passageway frame's wholeness, is used for confirming the locating position of server rack 6 simultaneously, and server rack 6 is connected with limiting plate 10.
In one embodiment, the steel truss girder 2 is provided with a sealing plate 11 at the side for stability of the steel truss girder 2 and sealing of the machine room passageway.
In one embodiment, the bridge support frames 4 are provided with multiple layers, each layer of the bridge support frame 4 can be used for placing the wiring bridges 5, the pressure for bearing the wiring bridges 6 and the cables is dispersed in the multiple layers, and the stability of the machine room channel frame is enhanced.
In one embodiment, the steel truss girder 2 is formed by splicing at least two sub-steel truss girders end to end, and can be disassembled into two or more sections for connection according to actual conditions.
Such embodiments are not limited to the implementations described in the figures, but also include cold aisle containment implementations.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (8)
1. A large-span and shock-resistant modular IT computer lab which characterized in that: the device comprises upright posts (1), steel truss beams (2), connecting beams (3), a bridge support frame (4), a wiring bridge (5) and a server cabinet (6);
two ends of each steel truss girder (2) are supported through the upright columns (1), two steel truss girders (2) are arranged, the two steel truss girders (2) are arranged on two sides in parallel, and the inner sides of the two steel truss girders (2) are connected through a plurality of connecting girders (3) arranged side by side;
the plurality of bridge support frames (4) are arranged, the plurality of bridge support frames (4) are arranged on the outer side of the steel truss girder (2) side by side, the wiring bridge (5) penetrates through the bridge support frames (4), and the wiring bridge (5) is supported by the bridge support frames (4);
the server cabinet (6) is arranged below the wiring bridge (5).
2. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: two upright columns (1) positioned at the same end are connected through a first reinforcing strip (7).
3. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: the bridge support frames (4) positioned at the two ends of the steel truss girder (2) are supported through support columns (8).
4. The large-span and shock-resistant modular IT machine room of claim 3, characterized in that: the upright post (1) and the supporting post (8) which are positioned at the same end are connected through a second reinforcing strip (9).
5. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: the server cabinet is characterized in that limiting plates (10) are arranged at the bottoms of the columns (1), the limiting plates (10) are connected with the columns (1) located at the two ends, and the server cabinet (6) is connected with the limiting plates (10).
6. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: and a sealing plate (11) is arranged on the side surface of the steel truss girder (2).
7. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: the cable tray supporting frame (4) is provided with a plurality of layers, and each layer of cable tray supporting frame (4) can be used for placing the wiring cable tray (5).
8. The large-span and shock-resistant modular IT computer room of claim 1, characterized in that: the steel truss girder (2) is formed by splicing at least two sub-steel truss girders in an end-to-end manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122614365.1U CN215978665U (en) | 2021-10-25 | 2021-10-25 | Large-span and shock-resistant modularization IT computer lab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122614365.1U CN215978665U (en) | 2021-10-25 | 2021-10-25 | Large-span and shock-resistant modularization IT computer lab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215978665U true CN215978665U (en) | 2022-03-08 |
Family
ID=80572981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122614365.1U Active CN215978665U (en) | 2021-10-25 | 2021-10-25 | Large-span and shock-resistant modularization IT computer lab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215978665U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370204A (en) * | 2022-09-29 | 2022-11-22 | 深圳市艾特网能技术有限公司 | Prefabricated square bin for data center, square bin module and data center |
| CN115787830A (en) * | 2022-11-21 | 2023-03-14 | 中建八局发展建设有限公司 | Connecting structure of super-large-span roof steel truss and construction method thereof |
-
2021
- 2021-10-25 CN CN202122614365.1U patent/CN215978665U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370204A (en) * | 2022-09-29 | 2022-11-22 | 深圳市艾特网能技术有限公司 | Prefabricated square bin for data center, square bin module and data center |
| CN115370204B (en) * | 2022-09-29 | 2023-11-10 | 深圳市艾特网能技术有限公司 | Prefabricated square cabin for data center, square cabin module and data center |
| CN115787830A (en) * | 2022-11-21 | 2023-03-14 | 中建八局发展建设有限公司 | Connecting structure of super-large-span roof steel truss and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN215978665U (en) | Large-span and shock-resistant modularization IT computer lab | |
| CN114046080B (en) | Cold-formed steel shear wall with self-resetting energy-consuming support | |
| CN214996422U (en) | Stable and shock-resistant modularization IT computer lab | |
| CN214657710U (en) | Steel structure framework of prefabricated house | |
| CN113338500B (en) | Connecting structure of curtain wall and steel beam and external enclosure system | |
| CN209211948U (en) | A kind of box light steel house structure | |
| CN111519772B (en) | Light steel structure with joggled connection nodes | |
| CN111042482A (en) | Non-integrated raised floor supporting structure and construction method thereof | |
| CN211286047U (en) | Connection node of assembled PEC combination beam and H-shaped steel column | |
| CN110173058B (en) | Assembled composite two-stage energy dissipation damper | |
| CN210767318U (en) | Assembled composite two-stage energy consumption damper | |
| CN210032084U (en) | Modularization steel structure node | |
| CN210032278U (en) | Truss structure roof | |
| CN218148874U (en) | Assembly type building connection structure | |
| CN112252473A (en) | Full-assembly house structure system | |
| CN111206688A (en) | Building module and installation process | |
| CN219992707U (en) | Large-span assembled space steel network building structure | |
| CN220247220U (en) | Steel structure cross flange connection node | |
| CN201771239U (en) | Novel modularized emergency repair tower | |
| CN216155258U (en) | Pin-connected panel elevator frame | |
| CN220953861U (en) | A dismounting device that is used for integrated house floor, roof rigidity to strengthen | |
| CN216239035U (en) | Steel construction that building can be easy to assemble | |
| CN220814459U (en) | Assembled double-deck metal curtain wall construction | |
| CN221256269U (en) | Protective shed frame | |
| CN211523487U (en) | Truss girder and steel column box type connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |