CN105625563B - A kind of frame structure for data center module - Google Patents
A kind of frame structure for data center module Download PDFInfo
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- CN105625563B CN105625563B CN201410594626.XA CN201410594626A CN105625563B CN 105625563 B CN105625563 B CN 105625563B CN 201410594626 A CN201410594626 A CN 201410594626A CN 105625563 B CN105625563 B CN 105625563B
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Abstract
The invention provides a kind of frame structure for data center module, including：Multiple horizontally disposed dimension boards, including four steel channel beams positioned at four sides；For supporting dimension board, including bottom flange column and index bed flange column in hollow flange column, flange column, index bed flange column is inserted in bottom flange column one end from top to bottom；For connecting the king post joint of two steel channel beams extended towards perpendicular both direction, two steel channel beams extended towards perpendicular both direction are connected by bolt with king post joint, and king post joint is secured by bolts on first flange disk and second flange disk, the frame structure of the present invention can increase or decrease dimension board according to production and use demand, realize high flexibility, Fast Installation.
Description
Technical field
The present invention relates to technical field of communication equipment, more particularly to a kind of frame structure for data center module.
Background technology
Data center module is that one kind is used for carrying information transmission, exchanged, the professional very strong public building of storage, in construction
Holding mainly includes civil engineering, mechanical and electric equipment installation, process Installation, fire-fighting and intelligent system engineering etc..In data of new generation
The heart proposes many requirements to the security of computer room, flexibility, economy, rapid deployment etc., and wherein civil engineering is shadow
Ring data center module overall cost and the key factor of delivery cycle.
At present, the domestic data center module structural system applied is concentrated mainly on concrete structure, and part also uses steel knot
Structure.However, traditional concrete structure or Construction of Steel Structure speed is slower, flexibility is poor, can not more realize standardization, module
The rapid deployment demand of change, while environmental pollution serious (as caused by concrete construction noise vibration, mud during production and construction
Starch pollution, dust pollution etc.；Weld fumes and pernicious gas caused by steel construction Site Welding).Particular for steel structure system,
Due to Site Welding, the quality of weld seam should not control, and worker laboring environment is poor, have a strong impact on the security performance of building.It can be seen that
Traditional structural system can not much meet data center module of new generation to safe and reliable, green energy conservation, quick assembling, high flexible
Etc. the demand of performance.Therefore it is a kind of have can Standardization Construction, can modularization extension, high flexible, construction speed soon, energy-saving ring
The new computer room structural system protected urgently is produced, and low cost, the target of high-efficiency operation are realized while to ensure safety.
The content of the invention
It is an object of the invention to provide a kind of frame structure for data center module, using modularization and stratified dress
With mode, can accomplish strong with spelling, flexibility with filling.
In order to achieve the above object, the invention provides a kind of frame structure for data center module, including：
Multiple horizontally disposed dimension boards, including four steel channel beams positioned at four sides；
For supporting dimension board, including bottom flange column and index bed flange in hollow flange column, flange column
Column, index bed flange column are inserted in one end of bottom flange column from top to bottom；
For connecting the king post joint of two steel channel beams extended towards perpendicular both direction, towards two perpendicular sides
It is connected to two steel channel beams of extension by bolt with king post joint, and king post joint is secured by bolts in bottom flange column
With the periphery of the junction of index bed flange column；
For connecting the side column node of two steel channel beams extended in the opposite direction, two extended in the opposite direction
Steel channel beam is connected by bolt with side column node, and side column node is combined with king post joint and enclosed located at bottom flange column and standard
The periphery of layer flange column connection；
For connecting the corner post node of two steel channel beams extended towards perpendicular both direction, towards two perpendicular sides
It is connected to two steel channel beams of extension by bolt with corner post node, and corner post node is combined with king post joint and enclosed located at bottom method
Blue column and the periphery of index bed flange column connection.
Wherein, the upper end of bottom flange column is provided with first flange disk, and the second method is provided with index bed flange column
Blue disk, one end that index bed flange column is provided with second flange disk are inserted in bottom flange column and are provided with first from top to bottom
One end of ring flange, king post joint, side column node and corner post node pass through bolt and first flange disk and second flange disk respectively
It is fixedly connected, first flange post is fixedly connected with second flange post.
Wherein, frame structure also includes the connection insertion column base for being fixed on bottom flange column top, connection insertion column base
Including：
Junction steel plate, it is fixed on the top of bottom flange column；
Column base is penetrated, is fixed on junction steel plate, and the Outside Dimensions for penetrating column base are less than the interior of index bed flange column
Footpath size, index bed flange column are inserted on insertion column base.
Wherein, the flange of first flange disk surrounding is provided with multiple bolts hole, and the bearing of trend of flange and bottom flange
Uprights vertical.
Wherein, the flange of second flange disk surrounding is provided with multiple bolts hole, and the bearing of trend of flange and index bed method
Blue uprights vertical.
Wherein, king post joint includes：
First body, including the first side plate and the second side plate towards the extension of perpendicular both direction, wherein the two of seat body
Side plate, which encloses, to be located on two faces of bottom flange column and index bed flange column connection；Seat body is also including while with two
Side plate perpendicular the first upper flanges splice plate and first time end flanges splice plate, and the first upper flanges splice plate and first
Lower end flanges splice plate is bent to form as two parts respectively, the overbending direction setting formed according to two side plates；In addition at it
In side of first side plate away from the second side plate be provided with the first side flange splice plate, spelled with the first side plate and the first upper flanges
Fishplate bar is respectively perpendicular；Side of second side plate away from the first side plate is provided with the second side flange splice plate, with the second side plate and
First upper flanges splice plate is respectively perpendicular, wherein the first side flange splice plate, the second side flange splice plate, the first upper flanges
Bolt hole is respectively arranged with splice plate and first time end flanges splice plate；
For connecting the first beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including it is perpendicular
Two parts, and the bolt hole being arranged on the first beam-ends upper cover plate respectively with the bolt hole on the first upper flanges splice plate and
The bolt hole being arranged on steel channel beam coordinates；
For connecting the first beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including it is perpendicular
Two parts, and the bolt hole being arranged on the first beam-ends lower cover respectively with the bolt hole on first time end flanges splice plate and
The bolt hole being arranged on steel channel beam coordinates.
Wherein, side column node includes：
Second body, including the 3rd side plate, the 4th side plate and the 5th side plate connected vertically, wherein the 3 of seat body successively
Side plate, which encloses, to be located on 3 faces of bottom flange column and index bed flange column connection；Seat body is also including while with 3 sides
Plate perpendicular the second upper flanges splice plate and second time end flanges splice plate, and under the second upper flanges splice plate and second
End flanges splice plate is bent to form two parts respectively, is set according to the overbending direction that 3 side plates are formed；In addition wherein the 3rd
Side of the side plate away from the 4th side plate is provided with the 3rd side flange splice plate, with the 3rd side plate and the second upper flanges splice plate point
It is not vertical；5th side of the side plate away from the 4th side plate is provided with the 4th side flange splice plate, and on the 5th side plate and second
End flanges splice plate is respectively perpendicular, wherein the 3rd side flange splice plate, the 4th side flange splice plate, the second upper flanges splice plate
Bolt hole is respectively arranged with second time end flanges splice plate；
For connecting the second beam-ends upper cover plate of two steel channel beams extended in the opposite direction, including prolong in the opposite direction
The two parts stretched, and the bolt hole being arranged on the second beam-ends upper cover plate respectively with the bolt hole on the second upper flanges splice plate
Coordinate with the bolt hole being arranged on steel channel beam；
For connecting the second beam-ends lower cover of two steel channel beams extended in the opposite direction, including prolong in the opposite direction
The two parts stretched, and the bolt hole being arranged on the second beam-ends lower cover respectively with the bolt hole on second time end flanges splice plate
Coordinate with the bolt hole being arranged on steel channel beam, wherein
Bolt hole on 3rd side flange splice plate and the 4th side flange splice plate respectively with the first side flange splice plate and
Bolt hole on second side flange splice plate coordinates, and side column node is combined with king post joint and encloses located at bottom flange column and mark
The periphery of quasi- layer flange column connection.
Wherein, corner post node includes：
3rd body, including the 6th side plate, heptalateral plate, the 8th side plate and the 9th side plate connected vertically successively, wherein
4 side plates of seat body, which enclose, to be located on 4 faces of bottom flange column and index bed flange column connection；Seat body also includes same
When with 4 side plates perpendicular the 3rd upper flanges splice plate and the three time end flanges splice plates, and the 3rd upper flanges splicing
Plate and the three times end flanges splice plates are bent to form two parts respectively, are set according to the overbending direction that 4 side plates are formed；In addition
The 6th side of the side plate away from heptalateral plate is provided with the 5th side flange splice plate wherein, with hold-carrying on the 6th side plate and the 3rd
Blue splice plate is respectively perpendicular；9th side of the side plate away from the 8th side plate is provided with the 6th side flange splice plate, with the 9th side plate
It is respectively perpendicular with the 3rd upper flanges splice plate, wherein the 5th side flange splice plate, the 6th side flange splice plate, hold-carrying on the 3rd
Bolt hole is respectively equipped with blue splice plate and the three times end flanges splice plates；
For connecting the 3rd beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including it is perpendicular
Two parts, and the bolt hole being arranged on the 3rd beam-ends upper cover plate respectively with the bolt hole on the 3rd upper flanges splice plate and
The bolt hole being arranged on steel channel beam coordinates；
For connecting the 3rd beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including it is perpendicular
Two parts, and the bolt hole being arranged on the 3rd beam-ends lower cover respectively with the bolt hole on the three times end flanges splice plates and
The bolt hole being arranged on steel channel beam coordinates, wherein
Bolt hole on 5th side flange splice plate and the 6th side flange splice plate respectively with the first side flange splice plate and
Bolt hole on second side flange splice plate coordinates, and corner post node is combined with king post joint and encloses located at bottom flange column and mark
The periphery of quasi- layer flange column connection.
Wherein, frame structure also includes：Multiple reinforcing bars and concrete layer, concrete layer are arranged on dimension board, reinforcing bar bag
Include：
The steel skeleton that first steel plate and the second steel plate are interconnected to form；
Multiple bolts, the first steel plate is arranged in, is fixed on the bolt hole of steel channel beam；
Multiple pins, it is arranged on the second steel plate, and pin is adhered to concrete layer.
Wherein, steel channel beam is honeycomb fashion steel channel beam.
The above-mentioned technical proposal of the present invention at least has the advantages that：
The frame structure for data center module of the embodiment of the present invention is in its production and construction, using modularization and layering
The assembly method of change, live quick assembling can be achieved, with dress with spelling, flexibility is strong, improves speed of application, reduces construction work
Phase, while construction costs is reduced, energy-conserving and environment-protective.
Brief description of the drawings
Fig. 1 is that dimension board splices floor plan in the embodiment of the present invention；
Fig. 2 is one of schematic diagram of flange column in the embodiment of the present invention；
Fig. 3 is two of the schematic diagram of flange column in the embodiment of the present invention；
Fig. 4 is the schematic diagram of the First body of king post joint in the embodiment of the present invention；
Fig. 5 is the schematic diagram of second body of side column node in the embodiment of the present invention；
Fig. 6 is the schematic diagram of the 3rd body of corner post node in the embodiment of the present invention；
Fig. 7 is the schematic diagram of reinforcing bar in the embodiment of the present invention；
Fig. 8 is the schematic diagram of top layer column base in the embodiment of the present invention；
Fig. 9 is the schematic diagram that side column node is used cooperatively with flange column in the embodiment of the present invention；
Figure 10 is the schematic diagram that corner post node is used cooperatively with flange column in the embodiment of the present invention；
Figure 11 is the schematic layout pattern of dimension board in the embodiment of the present invention；
Figure 12 is the schematic diagram of reinforcing bar and concrete layer in the embodiment of the present invention；
Figure 13 is the schematic diagram that dimension board coordinates with concrete layer in the embodiment of the present invention；
Figure 14 is that king post joint and side column node match somebody with somebody the schematic diagram for surrounding and being located on flange column in the embodiment of the present invention；
Figure 15 is that king post joint encloses the schematic diagram being located on flange column in the embodiment of the present invention；
Figure 16 is that king post joint and corner post node match somebody with somebody the schematic diagram for surrounding and being located on flange column in the embodiment of the present invention；With
And
Figure 17 is that schematic diagram is completed in the assembling of middle frame structure of the embodiment of the present invention.
Description of reference numerals：
1st, dimension board；2nd, connection insertion column base；3rd, first flange disk；4th, second flange disk；5th, First body；6th, second
Body；7th, the 3rd body；8th, pin, 9, bolt；10th, top layer column base；11st, the first beam-ends upper cover plate；12nd, the first beam-ends lower cover；
13rd, reinforcing bar；14th, steel channel beam；15th, concrete layer；16th, module.
Embodiment
To make the technical problem to be solved in the present invention, technical scheme and advantage clearer, below in conjunction with accompanying drawing and tool
Body embodiment is described in detail.
The present invention is slower for traditional data During Construction of Energy Room speed, and flexibility is poor, can not realize that standardization, module 16 are changed
Rapid deployment demand, and the problem of environmental pollution is serious during production and construction, there is provided a kind of frame structure for data center module,
Standardization and assembling can be combined by the frame structure in its production and construction, realize factorial praluction, live quick
Assembling, on the premise of construction quality is ensured, improves speed of application, reduces the construction period, reduce construction costs, reach
Energy-conserving and environment-protective, while it is capable of the Fast Installation of realization body framework, framework can be increased or decreased according to production and use demand
Module, realize high flexibility.
As shown in Fig. 1, Fig. 4, Fig. 5, Fig. 6, Figure 10, Fig. 9, Figure 11, Figure 14, Figure 15, Figure 16 and Figure 17, the present invention is implemented
Example provides a kind of frame structure for data center module, including：Multiple horizontally disposed dimension boards 1, including positioned at four sides
Four steel channel beams 14；For supporting dimension board 1, including bottom flange column and mark in hollow flange column, flange column
Quasi- layer flange column, the upper end of wherein bottom flange column are provided with first flange disk 3, and is provided with index bed flange column
Two ring flanges 4, one end that index bed flange column is provided with second flange disk 4 are inserted in the setting of bottom flange column from top to bottom
There is one end of first flange disk 3；For connecting the king post joint of two steel channel beams 14 extended towards perpendicular both direction, court
Two steel channel beams 14 of perpendicular both direction extension are connected by bolt 9 with king post joint, and king post joint passes through bolt 9
It is fixed on first flange disk 3 and second flange disk 4；For connecting the side column of two steel channel beams 14 extended in the opposite direction
Node, two steel channel beams 14 extended in the opposite direction are connected by bolt 9 with side column node, and side column node passes through stud
It is fixed on first flange disk 3 and second flange disk 4, wherein side column node combines with king post joint encloses located at bottom flange column
With the periphery of index bed flange column connection；For connecting two steel channel beams 14 extended towards perpendicular both direction
Corner post node, two steel channel beams 14 extended towards perpendicular both direction are connected by bolt 9 with corner post node, and corner post section
Point is fixed on first flange disk 3 and second flange disk 4 by bolt 9, and wherein corner post node is combined to enclose with king post joint and is located at
Bottom flange column and the periphery of index bed flange column connection.
In a particular embodiment of the present invention, using modular assembly and layering two kinds of assembly modes of assembling, i.e., first by one
The integral hoisting of slip gauge panel 1 is spliced with four flange columns, being attached admittedly using high-strength bolt in corresponding bolt hole position
It is fixed, so as to form a standard module 16.Remaining module 16 can be extended by same procedure, in use for
Temporary transient no module 16 can also be dismantled, and after component dismounting, can efficiently recycle, reduce building rubbish
Rubbish, really realize green theory, be a kind of green, the steel structure system of sustainable development, accomplish completely with
Dress is strong with spelling, flexibility.After having assembled one layer of integral module 16, then with same method the second layer is assembled, until needed for being assembled to
The number of plies can stop.
Alternatively, as shown in Fig. 2, Fig. 3, Fig. 9, Figure 10, Figure 14, Figure 15 and Figure 16, in another implementation of the present invention
In example, frame structure also includes the connection insertion column base 2 for being fixed on bottom flange column top, and connection insertion column base 2 includes：Even
Steel plate is connect, is fixed on the top of bottom flange column；Column base is penetrated, is fixed on junction steel plate, and penetrates the peripheral chi of column base
The very little internal diameter size less than index bed flange column, index bed flange column are inserted on insertion column base, if framework knot certainly
If structure only has one layer, just do not have to weld connection insertion column base 2, top as shown in Figure 8 need to be only welded in flange column top
Layer column base 10.
When assembling framework structure, (such as axle net size) arrangement bottom flange column is bottom first according to demand
Flange column, for side column and corner post, side column node and corner post node are installed in advance.Then a module 16 is lifted to each post section
Point stitching position, subsequent each node location installation king post joint.Finally it will be entered at all node bolt holes using high-strength bolt
Row is reliably connected, and remaining module is completed to assemble and be attached with high-strength bolt by the same mode, finally in side Pin nodes
The upper steel channel beam of place's splicing, by high-strength bolt and side column node, corner post node, by bottom web on the flange of beam and beam of frame structure
It is reliably connected with each Column border node.It is then index bed by upper strata flange column after the completion for the treatment of that module 16 needed for first layer is spliced
Flange column is that bottom flange column penetrates by connecting insertion column base 2 and lower floor's post, in the second flange of upper strata flange column
Pan4Chu high-strength bolts are attached with dimension board 1, so as to form continuous post, finally use top layer column base 10 in capital position
Top layer dimension board 1 and flange column are attached, wherein by taking standard gauge panel 1 i.e. module 16 as an example, pass through a beam first
Four corners lower flange of four orthogonally located steel channel beams is connected by end lower cover and high-strength bolt, and in four corners
The preset beam-ends upper cover plate in top flange, then correspond to bolt hole position in steel channel beam top flange corner and avris and pass through high-strength bolt
Reinforcing bar with closed-section steel deck is installed, finally forms entire combination in band reinforcing bar closed-section steel deck upper concrete
Plate, the frame structure after the completion of assembling are as shown in figure 17.In above-mentioned assembling process, scene is carried out using bolt 9 completely
Assembling, eliminates traditional Site Welding mode and concreting mode, is effectively guaranteed construction quality, it is entirely avoided
Environmental pollution caused by concreting and welded steel, realize site operation " anhydrous, without fiery, dustless " three without standard,
Reduce the generation of the hazardous accidents such as fire.
In a particular embodiment of the present invention, when flange column is the flange column in whole frame structure periphery sides,
As shown in figure 14, two steel channel beams, 14, the two center pillar sections that can be extended in the opposite direction by a side column node connection
Point connects two steel channel beams 14 towards perpendicular both direction extension respectively, dimension board 1 is arranged on flange column, i.e. bottom
Layer flange column and the periphery of the junction of index bed flange column, it is of course possible to understanding, in an embodiment of the present invention
The combination of king post joint and side column node is not limited, such as can also be arranged on dimension board 1 by 4 king post joints
On flange column.
In a particular embodiment of the present invention, when flange column is the flange column in whole frame structure peripheral angles,
As shown in figure 16, dimension board 1 can be arranged on by flange column by the combination of a corner post node and a king post joint
On, it is of course possible to understanding, the combination side of corner post node and king post joint is not limited in a particular embodiment of the present invention
Formula, such as dimension board 1 can also be arranged on flange column by 4 king post joints.
Alternatively, as shown in Fig. 7, Figure 12 and Figure 13, frame structure also includes：Multiple reinforcing bars 13 and concrete layer 15,
Concrete layer 15 is arranged on dimension board 1, and reinforcing bar 13 includes：The steel skeleton that first steel plate and the second steel plate are interconnected to form；
Multiple bolts 9, are arranged in the first steel plate, are fixed on the bolt hole of steel channel beam 14；Multiple pins 8, are arranged on the second steel plate,
And pin 8 is adhered to concrete layer 15.
In a particular embodiment of the present invention, reinforcing bar 13 includes two kinds, a kind of reinforcing bar being used at 14 angles of dimension board
13 i.e. angle steel bone, another kind be used in dimension board 1 while upper reinforcing bar 13 i.e. while reinforcing bar, the effect of above two reinforcing bar 13 be all for
Concrete layer 15 is fixed on dimension board 1, is easy to putting equipment.
Alternatively, as shown in Figure 11, Figure 13, Figure 14, Figure 15, Figure 16 and Figure 17, in an alternative embodiment of the invention
In, steel channel beam 14 is honeycomb fashion steel channel beam 14.
In a particular embodiment of the present invention, using honeycomb fashion steel channel beam 14, girder steel rolled steel dosage is not only reduced, moreover it is possible to full
Sufficient equipment installation walks demand, so as to reduce computer room floor height, investment reduction.
Alternatively, as shown in Fig. 2, Fig. 3, Figure 14, Figure 15 and Figure 16, in another embodiment of the present invention, first
The flange of the surrounding of ring flange 3 is provided with multiple bolts hole, and the bearing of trend of flange and bottom flange uprights vertical.
Alternatively, as shown in Fig. 3, Figure 14, Figure 15 and Figure 16, in another embodiment of the present invention, second flange
The flange of the surrounding of disk 4 is provided with multiple bolts hole, and the bearing of trend of flange and index bed flange uprights vertical.
Alternatively, as shown in Fig. 4, Figure 14, Figure 15 and Figure 16, in another embodiment of the present invention, king post joint
Including：First body 5, including the first side plate and the second side plate towards the extension of perpendicular both direction, wherein the two of seat body side
Plate, which encloses, to be located on two faces of bottom flange column and index bed flange column connection；Seat body is also including while with two sides
Plate perpendicular the first upper flanges splice plate and first time end flanges splice plate, and under the first upper flanges splice plate and first
End flanges splice plate is bent to form as two parts respectively, the overbending direction setting formed according to two side plates；In addition wherein
Side of first side plate away from the second side plate is provided with the first side flange splice plate, splices with the first side plate and the first upper flanges
Plate is respectively perpendicular；Side of second side plate away from the first side plate is provided with the second side flange splice plate, with the second side plate and
One upper flanges splice plate is respectively perpendicular, wherein the first side flange splice plate, the second side flange splice plate, the first upper flanges are spelled
Bolt hole is respectively arranged with fishplate bar and first time end flanges splice plate；For connecting extend towards perpendicular both direction two
First beam-ends upper cover plate 11 of individual steel channel beam 14, including perpendicular two parts, and be arranged on the first beam-ends upper cover plate 11
Bolt hole coordinates with the bolt hole on the first upper flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively；For even
The first beam-ends lower cover 12 of two steel channel beams 14 towards perpendicular both direction extension, including perpendicular two parts are connect,
And the bolt hole being arranged on the first beam-ends lower cover 12 is respectively with the bolt hole on first time end flanges splice plate and being arranged on
Bolt hole on steel channel beam 14 coordinates.
In a particular embodiment of the present invention, two side plates of the First body 5 of king post joint, which enclose, is located at bottom flange vertical
Post is with two faces of index bed flange column connection, passing through the spiral shell on the first upper flanges splice plate of First body 5
Keyhole, the bolt hole on the first beam-ends upper cover plate 11, the bolt hole on steel channel beam 14 and the bolt hole on second flange disk 4
Cooperate, and the bolt hole on first time end flanges splice plate of First body 5, the bolt on the first beam-ends lower cover 12
The mutual cooperation in hole, the bolt hole on steel channel beam 14 and the bolt hole on first flange disk 3, dimension board 1 is set to be arranged on flange
On column.
Alternatively, as shown in Fig. 5, Fig. 9 and Figure 14, in another embodiment of the present invention, side column node includes：
Second body 6, including the 3rd side plate, the 4th side plate and the 5th side plate connected vertically, wherein the 3 of seat body successively
Side plate, which encloses, to be located on 3 faces of bottom flange column and index bed flange column connection；Seat body is also including while with 3 sides
Plate perpendicular the second upper flanges splice plate and second time end flanges splice plate, and under the second upper flanges splice plate and second
End flanges splice plate is bent to form two parts respectively, is set according to the overbending direction that 3 side plates are formed；In addition wherein the 3rd
Side of the side plate away from the 4th side plate is provided with the 3rd side flange splice plate, with the 3rd side plate and the second upper flanges splice plate point
It is not vertical；5th side of the side plate away from the 4th side plate is provided with the 4th side flange splice plate, and on the 5th side plate and second
End flanges splice plate is respectively perpendicular, wherein the 3rd side flange splice plate, the 4th side flange splice plate, the second upper flanges splice plate
Bolt hole is respectively arranged with second time end flanges splice plate；For connecting two steel channel beams 14 extended in the opposite direction
The second beam-ends upper cover plate, including two parts extended in the opposite direction, and the bolt hole being arranged on the second beam-ends upper cover plate
Coordinate respectively with the bolt hole on the second upper flanges splice plate and the bolt hole being arranged on steel channel beam 14；For connecting towards phase
Second beam-ends lower cover of two steel channel beams 14 of anti-direction extension, including the two parts extended in the opposite direction, and set
Bolt hole on the second beam-ends lower cover is respectively with the bolt hole on second time end flanges splice plate and being arranged on steel channel beam 14
On bolt hole coordinate, wherein bolt hole on the 3rd side flange splice plate and the 4th side flange splice plate respectively with the first side method
Bolt hole on blue splice plate and the second side flange splice plate coordinates, and side column node is combined with king post joint and encloses located at bottom method
Blue column and the periphery of index bed flange column connection.
In a particular embodiment of the present invention, 3 side plates of second body 6 of side column node, which enclose, is located at bottom flange column
With on 3 faces of index bed flange column connection, passing through the bolt on the second upper flanges splice plate of second body 6
Hole, the bolt hole on the second beam-ends upper cover plate, the bolt hole on steel channel beam 14 and the bolt hole on second flange disk 4 it is mutual
Coordinate, and the bolt hole on second time end flanges splice plate of second body 6, the bolt hole on the second beam-ends lower cover, channel-section steel
The mutual cooperation of bolt hole on beam 14 and the bolt hole on first flange disk 3, dimension board 1 is set to be arranged on flange column.
Alternatively, as shown in Fig. 6, Figure 10 and Figure 16, in another embodiment of the present invention, corner post node includes：
3rd body 7, including the 6th side plate, heptalateral plate, the 8th side plate and the 9th side plate connected vertically, wherein the 4 of seat body successively
Individual side plate, which encloses, to be located on 4 faces of bottom flange column and index bed flange column connection；Seat body is also including while with 4
Side plate perpendicular the 3rd upper flanges splice plate and the three times end flanges splice plates, and the 3rd upper flanges splice plate and the 3rd
Lower end flanges splice plate is bent to form two parts respectively, is set according to the overbending direction that 4 side plates are formed；In addition wherein
Six sides of the side plate away from heptalateral plate are provided with the 5th side flange splice plate, with the 6th side plate and the 3rd upper flanges splice plate
It is respectively perpendicular；9th side of the side plate away from the 8th side plate is provided with the 6th side flange splice plate, and on the 9th side plate and the 3rd
End flanges splice plate is respectively perpendicular, wherein the 5th side flange splice plate, the 6th side flange splice plate, the 3rd upper flanges splice plate
Bolt hole is respectively equipped with the three times end flanges splice plates；For connecting two channel-section steels extended towards perpendicular both direction
3rd beam-ends upper cover plate of beam 14, including perpendicular two parts, and the bolt hole difference being arranged on the 3rd beam-ends upper cover plate
Coordinate with the bolt hole on the 3rd upper flanges splice plate and the bolt hole being arranged on steel channel beam 14；For connecting towards perpendicular
Both direction extension two steel channel beams 14 the 3rd beam-ends lower cover, including perpendicular two parts, and be arranged on the 3rd
Bolt hole on beam-ends lower cover respectively with the bolt hole on the three times end flanges splice plates and the spiral shell being arranged on steel channel beam 14
Keyhole coordinates, wherein the bolt hole on the 5th side flange splice plate and the 6th side flange splice plate splices with the first side flange respectively
Bolt hole on plate and the second side flange splice plate coordinates, and corner post node is combined with king post joint and encloses located at bottom flange column
With the periphery of index bed flange column connection.
In a particular embodiment of the present invention, 4 side plates of the 3rd body 7 of corner post node, which enclose, is located at bottom flange column
With on 4 faces of index bed flange column connection, passing through the bolt on the 3rd upper flanges splice plate of the 3rd body 7
Hole, the bolt hole on the 3rd beam-ends upper cover plate, the bolt hole on steel channel beam 14 and the bolt hole on second flange disk 4 it is mutual
Coordinate, and the bolt hole on the three times end flanges splice plates of the 3rd body 7, the bolt hole on the 3rd beam-ends lower cover, channel-section steel
The mutual cooperation of bolt hole on beam 14 and the bolt hole on first flange disk 3, dimension board 1 is set to be arranged on flange column.
Described above is the preferred embodiment of the present invention, it is noted that for those skilled in the art
For, on the premise of principle of the present invention is not departed from, some improvements and modifications can also be made, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (9)
1. a kind of frame structure for data center module, it is characterised in that the frame structure includes：
Multiple horizontally disposed dimension boards, including four steel channel beams positioned at four sides；
For supporting the dimension board, including bottom flange column and index bed in hollow flange column, the flange column
Flange column, the index bed flange column are inserted in one end of the bottom flange column from top to bottom；
For connecting the king post joint of two steel channel beams extended towards perpendicular both direction, prolong towards perpendicular both direction
Two steel channel beams stretched are connected by bolt with the king post joint, and the king post joint is secured by bolts in the bottom
Flange column and the periphery of the junction of the index bed flange column；
For connecting the side column node of two steel channel beams extended in the opposite direction, two channel-section steels extended in the opposite direction
Beam is connected by bolt with the side column node, and the side column node is combined with the king post joint and enclosed located at the bottom method
Blue column and the periphery of the index bed flange column connection；
For connecting the corner post node of two steel channel beams extended towards perpendicular both direction, prolong towards perpendicular both direction
Two steel channel beams stretched are connected by bolt with the corner post node, and the corner post node is combined to enclose and set with the king post joint
In the periphery of the bottom flange column Yu the index bed flange column connection；
The king post joint includes：
First body, including the first side plate and the second side plate towards the extension of perpendicular both direction, wherein two of the seat body
Side plate, which encloses, to be located on two faces of the bottom flange column and the index bed flange column connection；The seat body also wraps
Include while the first upper flanges splice plate and first time end flanges splice plate perpendicular with two side plates, and first upper end
Flange splice plate is bent to form respectively with first time end flanges splice plate to be formed curved for two parts, two side plates of foundation
Direction is rolled over to set；In addition side of first side plate away from the second side plate is provided with the first side flange splice plate wherein, with first
Side plate and the first upper flanges splice plate are respectively perpendicular；Side of second side plate away from the first side plate is provided with the second side
Flange splice plate, it is respectively perpendicular with the second side plate and the first upper flanges splice plate, wherein first side flange splices
On plate, the second side flange splice plate, the first upper flanges splice plate and first time end flanges splice plate respectively
It is provided with bolt hole；
For connecting the first beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including perpendicular two
Part, and the bolt hole being arranged on the first beam-ends upper cover plate respectively with the bolt on the first upper flanges splice plate
Hole and the bolt hole being arranged on the steel channel beam coordinate；
For connecting the first beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two
Part, and the bolt hole being arranged on the first beam-ends lower cover respectively with the bolt on first time end flanges splice plate
Hole and the bolt hole being arranged on the steel channel beam coordinate.
2. frame structure as claimed in claim 1, it is characterised in that the upper end of the bottom flange column is provided with the first method
Blue disk, second flange disk is provided with the index bed flange column, the index bed flange column is provided with second method
One end of blue disk is inserted in one end that the bottom flange column is provided with the first flange disk, the center pillar section from top to bottom
Point, the side column node and the corner post node are fixed by bolt and first flange disk with the second flange disk respectively to be connected
Connect, the first flange disk is fixedly connected with the second flange disk.
3. frame structure as claimed in claim 1, it is characterised in that the frame structure also includes being fixed on the bottom method
The connection insertion column base of blue column top, the connection insertion column base include：
Junction steel plate, it is fixed on the top of the bottom flange column；
Column base is penetrated, is fixed on the junction steel plate, and the Outside Dimensions of the insertion column base are less than the index bed flange
The internal diameter size of column, the index bed flange column are inserted on the insertion column base.
4. frame structure as claimed in claim 2, it is characterised in that the flange of the first flange disk surrounding is provided with multiple
Bolt hole, and the bearing of trend of the flange and the bottom flange uprights vertical.
5. frame structure as claimed in claim 2, it is characterised in that the flange of the second flange disk surrounding is provided with multiple
Bolt hole, and the bearing of trend of the flange and the index bed flange uprights vertical.
6. frame structure as claimed in claim 1, it is characterised in that the side column node includes：
Second body, including the 3rd side plate, the 4th side plate and the 5th side plate connected vertically successively, wherein 3 of the seat body
Side plate, which encloses, to be located on 3 faces of the bottom flange column and the index bed flange column connection；The seat body also wraps
Include while the second upper flanges splice plate and second time end flanges splice plate perpendicular with 3 side plates, and second upper end
Flange splice plate and second time end flanges splice plate are bent to form two parts respectively, the bending formed according to 3 side plates
Direction is set；In addition the side of the 3rd side plate away from the 4th side plate is provided with the 3rd side flange splice plate wherein,
It is respectively perpendicular with the 3rd side plate and the second upper flanges splice plate；In the 5th side plate away from the 4th side plate
Side be provided with the 4th side flange splice plate, be respectively perpendicular with the 5th side plate and the second upper flanges splice plate,
Wherein described 3rd side flange splice plate, the 4th side flange splice plate, the second upper flanges splice plate and described
Bolt hole is respectively arranged with two times end flanges splice plates；
For connecting the second beam-ends upper cover plate of two steel channel beams extended in the opposite direction, including extend in the opposite direction
Two parts, and the bolt hole being arranged on the second beam-ends upper cover plate respectively with the spiral shell on the second upper flanges splice plate
Keyhole and the bolt hole being arranged on the steel channel beam coordinate；
For connecting the second beam-ends lower cover of two steel channel beams extended in the opposite direction, including extend in the opposite direction
Two parts, and the bolt hole being arranged on the second beam-ends lower cover respectively with the spiral shell on second time end flanges splice plate
Keyhole and the bolt hole being arranged on the steel channel beam coordinate, wherein
Bolt hole on the 3rd side flange splice plate and the 4th side flange splice plate respectively with first side flange
Bolt hole on splice plate and the second side flange splice plate coordinates, and the side column node is combined with the king post joint and encloses
Located at the periphery of the bottom flange column Yu the index bed flange column connection.
7. frame structure as claimed in claim 1, it is characterised in that the corner post node includes：
3rd body, including the 6th side plate, heptalateral plate, the 8th side plate and the 9th side plate connected vertically successively, wherein described
4 side plates of seat body, which enclose, to be located on 4 faces of the bottom flange column and the index bed flange column connection；It is described
Seat body also includes simultaneously perpendicular with 4 side plates the 3rd upper flanges splice plate and the three times end flanges splice plates, and described
3rd upper flanges splice plate and the three times end flanges splice plates are bent to form two parts respectively, according to 4 side plate institute shapes
Into overbending direction set；In addition the side of the 6th side plate away from the heptalateral plate is provided with the 5th side flange wherein
Splice plate, it is respectively perpendicular with the 6th side plate and the 3rd upper flanges splice plate；9th side plate is away from described
The side of eight side plates is provided with the 6th side flange splice plate, distinguishes with the 9th side plate and the 3rd upper flanges splice plate
Vertically, wherein the 5th side flange splice plate, the 6th side flange splice plate, the 3rd upper flanges splice plate and institute
State and be respectively equipped with bolt hole on the three times end flanges splice plates；
For connecting the 3rd beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including perpendicular two
Part, and the bolt hole being arranged on the 3rd beam-ends upper cover plate respectively with the bolt on the 3rd upper flanges splice plate
Hole and the bolt hole being arranged on the steel channel beam coordinate；
For connecting the 3rd beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two
Part, and the bolt hole being arranged on the 3rd beam-ends lower cover respectively with the bolt on the three times end flanges splice plates
Hole and the bolt hole being arranged on the steel channel beam coordinate, wherein
Bolt hole on the 5th side flange splice plate and the 6th side flange splice plate respectively with first side flange
Bolt hole on splice plate and the second side flange splice plate coordinates, and the corner post node is combined with the king post joint and encloses
Located at the periphery of the bottom flange column Yu the index bed flange column connection.
8. frame structure as claimed in claim 1, it is characterised in that the frame structure also includes：Multiple reinforcing bars and coagulation
Soil layer, the concrete layer are arranged on the dimension board, and the reinforcing bar includes：
The steel skeleton that first steel plate and the second steel plate are interconnected to form；
Multiple bolts, first steel plate is arranged in, is fixed on the bolt hole of the steel channel beam；
Multiple pins, it is arranged on second steel plate, and the pin is adhered to the concrete layer.
9. frame structure as claimed in claim 1, it is characterised in that the steel channel beam is honeycomb fashion steel channel beam.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410594626.XA CN105625563B (en) | 2014-10-29 | 2014-10-29 | A kind of frame structure for data center module |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410594626.XA CN105625563B (en) | 2014-10-29 | 2014-10-29 | A kind of frame structure for data center module |
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| CN105625563A CN105625563A (en) | 2016-06-01 |
| CN105625563B true CN105625563B (en) | 2018-01-30 |
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| CN106285073A (en) * | 2016-08-05 | 2017-01-04 | 曙光信息产业(北京)有限公司 | three-dimensional machine room |
| CN108951854B (en) * | 2018-06-01 | 2020-06-05 | 中国移动通信集团设计院有限公司 | Micro-modular frame building system |
| CN109469209B (en) * | 2018-10-19 | 2020-05-01 | 一科能源科技（天津）有限公司 | Modular building |
| CN113529978B (en) * | 2021-06-29 | 2023-03-28 | 浙江天壹重石建设科技有限公司 | Assembly type structure node |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH03233044A (en) * | 1990-02-07 | 1991-10-17 | Misawa Homes Co Ltd | Corner metal fixture of steel frame structure |
| JP5741356B2 (en) * | 2011-10-03 | 2015-07-01 | 新日鐵住金株式会社 | Column-to-column joints of ramen frames |
| CN102979176B (en) * | 2012-11-26 | 2015-07-15 | 北京工业大学 | Industrialized multi-story high-rise assembled steel structure system |
| CN102979178B (en) * | 2012-11-26 | 2015-06-17 | 北京工业大学 | Industrialized multi-story high-rise assembled steel structure frame - eccentrically-braced system |
| CN103015537B (en) * | 2012-12-26 | 2015-01-07 | 北京工业大学 | Beam-column joint connecting device of assembled steel structure system |
| CN103206010B (en) * | 2013-03-23 | 2015-11-25 | 北京工业大学 | A kind of assembling type steel structure prestressing force accentric support frame system |
| CN104099998A (en) * | 2014-04-12 | 2014-10-15 | 北京工业大学 | Assembly type multilayer high-rise steel structure veneer self-reset reversed V-shaped prestressed supporting system |
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