CN105625563A - Frame structure for data machine room - Google Patents
Frame structure for data machine room Download PDFInfo
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- CN105625563A CN105625563A CN201410594626.XA CN201410594626A CN105625563A CN 105625563 A CN105625563 A CN 105625563A CN 201410594626 A CN201410594626 A CN 201410594626A CN 105625563 A CN105625563 A CN 105625563A
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Abstract
The invention provides a frame structure for a data machine room. The frame structure comprises multiple horizontally-arranged dimension boards, flange uprights and center column joints, wherein each dimension board comprises four steel channel beams on the four sides; the flange uprights are used for supporting the dimension boards and are hollow, the flange uprights comprise the bottom-layer flange uprights and the standard-layer flange uprights, and each standard-layer flange upright is inserted in one end of the corresponding bottom-layer flange upright from top to bottom; and each center column joint is used for connecting two corresponding steel channel beams extending in two perpendicular directions, every two steel channel beams extending in the two perpendicular directions are connected with the corresponding center column joint through bolts, and each center column joint is fixed to a first flange plate and a second flange plate through bolts. By the adoption of the frame structure, the dimension boards can be increased or decreased according to the production and use requirements, flexibility is high, and installation is quick.
Description
Technical field
The present invention relates to technical field of communication equipment, particularly relate to a kind of frame structure for data center module.
Background technology
Data center module is the class professional very strong public building for carrying information transmission, exchange, store, and construction content mainly includes civil engineering, mechanical and electric equipment installation, process Installation, fire-fighting and intelligent system engineering etc. The aspects such as the safety of machine room, motility, economy, rapid deployment are proposed many requirements by New Generation of IDC, and wherein civil engineering is the key factor affecting data center module overall cost and delivery cycle.
At present, domestic applied data center module structural system is concentrated mainly on xoncrete structure, and part is also adopted by steel construction. But, traditional xoncrete structure or Construction of Steel Structure speed are slower, motility is poor, more cannot realize standardization, modular rapid deployment demand, simultaneously environmental pollution serious (noise vibration that produces during such as concrete construction, mud contamination, dust pollution etc. during production and construction; The weld fumes of steel construction Site Welding generation and harmful gas). Particular for steel structure system, due to Site Welding, the quality of weld seam should not control, and worker laboring environment is poor, has a strong impact on the security performance of building. Visible traditional structural system cannot meet far away a new generation's data center module demand to the performance such as safe and reliable, green energy conservation, quick assembling, high flexible. Therefore a kind of have can Standardization Construction, can modularity extension, high flexible, construction speed novel machine room structural system fast, energy-conserving and environment-protective urgently produce, with the safing target realizing low cost, high-efficiency operation simultaneously.
Summary of the invention
It is an object of the invention to provide a kind of frame structure for data center module, adopt modularity and stratified assembling mode, it is possible to accomplishing with dress with spelling, motility is strong.
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 being positioned at four sides;
For supporting dimension board, flange column in hollow, flange column includes bottom flange column and index bed flange column, and index bed flange column is 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, two steel channel beams extended towards perpendicular both direction are connected with king post joint by bolt, and king post joint is secured by bolts in the periphery of bottom flange column and the junction of index bed flange column;
For connecting the side column node of two steel channel beams extended in the opposite direction, two steel channel beams extended in the opposite direction are connected with side column node by bolt, and side column node encloses, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection;
For connecting the corner post node of two steel channel beams extended towards perpendicular both direction, two steel channel beams extended towards perpendicular both direction are connected with corner post node by bolt, and corner post node encloses, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection.
Wherein, the upper end of bottom flange column is provided with the first ring flange, index bed flange column is provided with the second ring flange, index bed flange column is provided with one end of the second ring flange and is inserted in bottom flange column from top to bottom and is provided with one end of the first ring flange, king post joint, side column node and corner post node connect respectively through bolt and the first ring flange and the second ring flange are fixing, make the first flange post and the second flange post is fixing connects.
Wherein, frame structure also includes the through column base of connection being fixed on bottom flange vertical capital end, connects through column base and includes:
Junction steel plate, is fixed on the top of bottom flange column;
Through column base, is fixed on junction steel plate, and the Outside Dimensions of through column base is less than the internal diameter size of index bed flange column, and index bed flange column is inserted on through column base.
Wherein, the flange of the first ring flange surrounding is provided with multiple bolt hole, and the bearing of trend of flange and bottom flange uprights vertical.
Wherein, the flange of the second ring flange surrounding is provided with multiple bolt hole, and the bearing of trend of flange and index bed flange uprights vertical.
Wherein, king post joint includes:
First body, including the first side plate extended towards perpendicular both direction and the second side plate, wherein two side plates of seat body enclose on two faces being located at bottom flange column and index bed flange column connection; Seat body also includes the first simultaneously perpendicular with two side plates upper flanges splice plate and first time end flanges splice plate, and first upper flanges splice plate and first time end flanges splice plate be bent to form as two parts respectively, the overbending direction formed according to two side plates is arranged; In addition the first side plate is provided with the first side flange splice plate away from the side of the second side plate wherein, is respectively perpendicular with the first side plate and the first upper flanges splice plate; At the second side plate, the side of 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 the first side flange splice plate, the second side flange splice plate, the first upper flanges splice plate and first time end flanges splice plate is respectively arranged 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 parts, and it is arranged on the bolt hole on the first beam-ends upper cover plate and coordinates with the bolt hole on the first upper flanges splice plate and the bolt hole being arranged on steel channel beam respectively;
For connecting the first beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and it is arranged on the bolt hole on the first beam-ends lower cover and coordinates with the bolt hole on first time end flanges splice plate and the bolt hole being arranged on steel channel beam respectively.
Wherein, side column node includes:
Second body, including the 3rd side plate connected vertically, the 4th side plate and the 5th side plate successively, wherein 3 side plates of seat body enclose on 3 faces being located at bottom flange column and index bed flange column connection; Seat body also includes the second simultaneously perpendicular with 3 side plates upper flanges splice plate and second time end flanges splice plate, and second upper flanges splice plate and second time end flanges splice plate be bent to form two parts respectively, the overbending direction formed according to 3 side plates is arranged; In addition the 3rd side plate is provided with the 3rd side flange splice plate away from the side of the 4th side plate wherein, is respectively perpendicular with the 3rd side plate and the second upper flanges splice plate; At the 5th side plate, the side of the 4th side plate is provided with the 4th side flange splice plate, it is respectively perpendicular with the 5th side plate and the second upper flanges splice plate, wherein the 3rd side flange splice plate, the 4th side flange splice plate, the second upper flanges splice plate and second time end flanges splice plate is respectively arranged with bolt hole;
For connecting the second beam-ends upper cover plate of two steel channel beams extended in the opposite direction, including the two parts extended in the opposite direction, and it is arranged on the bolt hole on the second beam-ends upper cover plate and coordinates with the bolt hole on the second upper flanges splice plate and the bolt hole being arranged on steel channel beam respectively;
For connecting the second beam-ends lower cover of two steel channel beams extended in the opposite direction, including the two parts extended in the opposite direction, and be arranged on the bolt hole on the second beam-ends lower cover and coordinate with the bolt hole on second time end flanges splice plate and the bolt hole being arranged on steel channel beam respectively, wherein
Bolt hole on 3rd side flange splice plate and the 4th side flange splice plate coordinates with the bolt hole on the first side flange splice plate and the second side flange splice plate respectively, makes side column node enclose, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection.
Wherein, corner post node includes:
3rd body, including the 6th side plate connected vertically, heptalateral plate, the 8th side plate and the 9th side plate successively, wherein 4 side plates of seat body enclose on 4 faces being located at bottom flange column and index bed flange column connection; Seat body also includes the 3rd simultaneously perpendicular with 4 side plates upper flanges splice plate and the 3rd time end flanges splice plate, and the 3rd upper flanges splice plate and the 3rd time end flanges splice plate be bent to form two parts respectively, the overbending direction formed according to 4 side plates is arranged; In addition the 6th side plate is provided with the 5th side flange splice plate away from the side of heptalateral plate wherein, is respectively perpendicular with the 6th side plate and the 3rd upper flanges splice plate; 9th side plate is provided with the 6th side flange splice plate away from the side of the 8th side plate, it is respectively perpendicular with the 9th side plate and the 3rd upper flanges splice plate, wherein the 5th side flange splice plate, the 6th side flange splice plate, the 3rd upper flanges splice plate and the 3rd time end flanges splice plate is respectively equipped with bolt hole;
For connecting the 3rd beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and the bolt hole being arranged on the 3rd beam-ends upper cover plate coordinates with the bolt hole on the 3rd upper flanges splice plate and the bolt hole being arranged on steel channel beam respectively;
For connecting the 3rd beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and be arranged on the bolt hole on the 3rd beam-ends lower cover and coordinate with the bolt hole on the 3rd time end flanges splice plate and the bolt hole being arranged on steel channel beam respectively, wherein
Bolt hole on 5th side flange splice plate and the 6th side flange splice plate coordinates with the bolt hole on the first side flange splice plate and the second side flange splice plate respectively, makes corner post node enclose, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection.
Wherein, frame structure also includes: multiple reinforcing bars and concrete layer, and concrete layer is arranged on dimension board, and reinforcing bar includes:
The steel skeleton that first steel plate and the second steel plate are interconnected to form;
Multiple bolts, are arranged in the first steel plate, are fixed on the bolt hole of steel channel beam;
Multiple pins, are arranged on the second steel plate, and pin is adhered to concrete layer.
Wherein, steel channel beam is honeycomb fashion steel channel beam.
The technique scheme of the present invention at least has the advantages that
The frame structure for data center module of the embodiment of the present invention produces and in construction at it, adopts modularity and stratified assembling mode, it may be achieved on-the-spot quick assembling, with dress with spelling, motility is strong, improves speed of application, decrease the construction period, reduce construction costs, energy-conserving and environment-protective simultaneously.
Accompanying drawing explanation
Fig. 1 is dimension board splicing site 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 in the embodiment of the present invention the two of the schematic diagram of flange column;
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 be in the embodiment of the present invention side column node and flange column with the use of schematic diagram;
Figure 10 be in the embodiment of the present invention corner post node and flange column with the use of schematic diagram;
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 in the embodiment of the present invention, dimension board coordinates with concrete layer;
Figure 14 is that in the embodiment of the present invention, the schematic diagram being located on flange column is enclosed in king post joint and the cooperation of side column node;
Figure 15 is that in the embodiment of the present invention, king post joint encloses the schematic diagram being located on flange column;
Figure 16 is that in the embodiment of the present invention, the schematic diagram being located on flange column is enclosed in king post joint and the cooperation of corner post node; And
The assembling that Figure 17 is embodiment of the present invention middle frame structure completes schematic diagram.
Description of reference numerals:
1, dimension board; 2, through column base is connected; 3, the first ring flange; 4, the second ring flange; 5, First body; 6, second body; 7, the 3rd body; 8, pin, 9, bolt; 10, top layer column base; 11, the first beam-ends upper cover plate; 12, the first beam-ends lower cover; 13, reinforcing bar; 14, steel channel beam; 15, concrete layer; 16, module.
Detailed description of the invention
For making the technical problem to be solved in the present invention, technical scheme and advantage clearly, it is described in detail below in conjunction with the accompanying drawings and the specific embodiments.
The present invention is directed to traditional data During Construction of Energy Room speed slower, motility is poor, standardization cannot be realized, the rapid deployment demand that module 16 is changed, and the problem that during production and construction, environmental pollution is serious, a kind of frame structure for data center module is provided, this frame structure can produce and in construction at it, standardization and assemblingization are combined, realize factorial praluction, on-the-spot quick assembling, under the premise ensureing construction quality, improve speed of application, decrease the construction period, reduce construction costs, reach energy-conserving and environment-protective, it is capable of the Fast Installation of main body frame simultaneously, can increase with user demand according to producing or reduce frame 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 embodiment of the present invention provides a kind of frame structure for data center module, including: multiple horizontally disposed dimension boards 1, including four steel channel beams 14 being positioned at four sides; For supporting dimension board 1, flange column in hollow, flange column includes bottom flange column and index bed flange column, wherein the upper end of bottom flange column is provided with the first ring flange 3, being provided with the second ring flange 4 on index bed flange column, index bed flange column is provided with one end of the second ring flange 4 and is inserted in bottom flange column from top to bottom and is provided with one end of the first ring flange 3; For connecting the king post joint of two steel channel beams 14 extended towards perpendicular both direction, two steel channel beams 14 extended towards perpendicular both direction are connected with king post joint by bolt 9, and king post joint is fixed on the first ring flange 3 and the second ring flange 4 by bolt 9; For connecting the side column node of two steel channel beams 14 extended in the opposite direction, two steel channel beams 14 extended in the opposite direction are connected with side column node by bolt 9, and side column node is fixed on by stud on the first ring flange 3 and the second ring flange 4, wherein side column node encloses, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection; For connecting the corner post node of two steel channel beams 14 extended towards perpendicular both direction, two steel channel beams 14 extended towards perpendicular both direction are connected with corner post node by bolt 9, and corner post node is fixed on the first ring flange 3 and the second ring flange 4 by bolt 9, wherein corner post node encloses, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection.
In a particular embodiment of the present invention, adopt modular assembly and layering two kinds of assembly modes of assembling, namely first by a slip gauge panel 1 integral hoisting splicing and four flange columns, high-strength bolt is adopted to be attached fixing in corresponding bolt hole position, thus forming a standard module 16. All the other modules 16 all can be extended by same procedure, in use also can dismantle for temporary transient no module 16, and after component is removed, can recycle efficiently, decrease building waste, the real theory achieving environmental protection, it it is a kind of green, the steel structure system of sustainable development, accomplishes with dress completely with spelling, motility is strong. After having assembled one layer of integral module 16, then assembling the second layer with same method, can stop until being assembled to the required number of plies.
Alternatively, as shown in Fig. 2, Fig. 3, Fig. 9, Figure 10, Figure 14, Figure 15 and Figure 16, in another embodiment of the present invention, frame structure also includes the through column base 2 of connection being fixed on bottom flange vertical capital end, connect through column base 2 to include: junction steel plate, be fixed on the top of bottom flange column; Through column base, it is fixed on junction steel plate, and the Outside Dimensions of through column base is less than the internal diameter size of index bed flange column, index bed flange column is inserted on through column base, if frame structure only has one layer certainly, just need not weld the through column base 2 of this connection, only need at flange vertical capital end welding top layer column base 10 as shown in Figure 8.
When assembling framework structure, (such as axle net size) arranges bottom flange column and bottom flange column first according to demand, for side column and corner post, installs side column node and corner post node in advance. then lifting a module 16 to each Column border node stitching position, each node location installs king post joint subsequently. finally high-strength bolt is all adopted to be reliably connected at all node bolt holes place, all the other modules complete assembling by the same mode and are attached with high-strength bolt, last steel channel beam on Pin node place, limit splices, by high-strength bolt and side column node, corner post node, bottom web on the flange of beam of frame structure and beam and each Column border node are reliably connected. after module needed for ground floor 16 has all been spliced, then by through with lower floor's post and bottom flange column by connecting through column base 2 to upper strata flange column and index bed flange column, the second ring flange 4 place high-strength bolt at upper strata flange column is attached with dimension board 1, thus forming continuous post, finally adopt top layer column base 10 top layer dimension board 1 and flange column to be attached in capital position, wherein for standard gauge panel 1 i.e. module 16, first pass through a beam-ends lower cover and high-strength bolt and the lower flange, four corners of four orthogonally located steel channel beams is connected fixing, and in top flange, four corners a preset beam-ends upper cover plate, then by high-strength bolt, the reinforcing bar with closed-section steel deck is installed in corner, steel channel beam top flange and avris correspondence bolt hole position, last at band reinforcing bar closed-section steel deck upper concrete formation entire combination plate, frame structure after having assembled is as shown in figure 17. in above-mentioned assembling process, bolt 9 is adopted to carry out assembled in situ completely, eliminate traditional Site Welding mode and concreting mode, it is effectively guaranteed construction quality, completely avoid concreting and environmental pollution that welded steel causes, realize site operation " anhydrous, without fiery, dustless " three without standard, decrease the generation of the hazardous accidents such as fire.
In a particular embodiment of the present invention, when the flange column that flange column is in whole frame structure periphery sides, as shown in figure 14, a side column node can be passed through and connect two steel channel beams 14 extended in the opposite direction, two king post joints connect two steel channel beams 14 extended towards perpendicular both direction respectively, dimension board 1 is made to be arranged on flange column, the i.e. periphery of the junction of bottom flange column and index bed flange column, it is appreciated of course that, do not limit the compound mode of king post joint and side column node in an embodiment of the present invention, such as can also pass through 4 king post joints to be arranged on flange column by dimension board 1.
In a particular embodiment of the present invention, when the flange column that flange column is in whole frame structure peripheral angles, as shown in figure 16, the combination of a corner post node and a king post joint can be passed through, dimension board 1 is arranged on flange column, of course, it should be understood that do not limit the compound mode of corner post node and king post joint in a particular embodiment of the present invention, for instance 4 king post joints can also be passed through dimension board 1 is arranged on flange column.
Alternatively, as shown in Fig. 7, Figure 12 and Figure 13, frame structure also includes: multiple reinforcing bars 13 and concrete layer 15, and concrete layer 15 is arranged on dimension board 1, and reinforcing bar 13 includes: the steel skeleton that the 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 13 i.e. angle steel bone being used in 14 angles of dimension board place, another kind is used in the reinforcing bar 13 i.e. limit reinforcing bar on dimension board 1 limit, the effect of above two reinforcing bar 13 is provided to be fixed on dimension board 1 by concrete layer 15, it is simple to putting equipment.
Alternatively, as shown in Figure 11, Figure 13, Figure 14, Figure 15, Figure 16 and Figure 17, in another embodiment of the present invention, steel channel beam 14 is honeycomb fashion steel channel beam 14.
In a particular embodiment of the present invention, adopt honeycomb fashion steel channel beam 14, not only reduce girder steel rolled steel dosage, moreover it is possible to meet equipment installation and walk demand, thus reducing machine 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, the flange of the first ring flange 3 surrounding is provided with multiple bolt 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, the flange of the second ring flange 4 surrounding is provided with multiple bolt 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 includes: First body 5, including the first side plate extended towards perpendicular both direction and the second side plate, wherein two side plates of seat body enclose on two faces being located at bottom flange column and index bed flange column connection; Seat body also includes the first simultaneously perpendicular with two side plates upper flanges splice plate and first time end flanges splice plate, and first upper flanges splice plate and first time end flanges splice plate be bent to form as two parts respectively, the overbending direction formed according to two side plates is arranged; In addition the first side plate is provided with the first side flange splice plate away from the side of the second side plate wherein, is respectively perpendicular with the first side plate and the first upper flanges splice plate; At the second side plate, the side of 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 the first side flange splice plate, the second side flange splice plate, the first upper flanges splice plate and first time end flanges splice plate is respectively arranged with bolt hole; For connecting the first beam-ends upper cover plate 11 of two steel channel beams 14 extended towards perpendicular both direction, including perpendicular two parts, and it is arranged on the bolt hole on the first beam-ends upper cover plate 11 and 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 connecting the first beam-ends lower cover 12 of two steel channel beams 14 extended towards perpendicular both direction, including perpendicular two parts, and it is arranged on the bolt hole on the first beam-ends lower cover 12 and coordinates with the bolt hole on first time end flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively.
In a particular embodiment of the present invention, two side plates of the First body 5 of king post joint enclose on two faces being located at bottom flange column and index bed flange column connection, by the bolt hole on the first upper flanges splice plate of First body 5, bolt hole on first beam-ends upper cover plate 11, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the second ring flange 4, with the bolt hole on the first of First body 5 time end flanges splice plate, bolt hole on first beam-ends lower cover 12, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the first ring flange 3, dimension board 1 is made to be arranged on flange 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 connected vertically, the 4th side plate and the 5th side plate successively, wherein 3 side plates of seat body enclose on 3 faces being located at bottom flange column and index bed flange column connection, seat body also includes the second simultaneously perpendicular with 3 side plates upper flanges splice plate and second time end flanges splice plate, and second upper flanges splice plate and second time end flanges splice plate be bent to form two parts respectively, the overbending direction formed according to 3 side plates is arranged, in addition the 3rd side plate is provided with the 3rd side flange splice plate away from the side of the 4th side plate wherein, is respectively perpendicular with the 3rd side plate and the second upper flanges splice plate, at the 5th side plate, the side of the 4th side plate is provided with the 4th side flange splice plate, it is respectively perpendicular with the 5th side plate and the second upper flanges splice plate, wherein the 3rd side flange splice plate, the 4th side flange splice plate, the second upper flanges splice plate and second time end flanges splice plate is respectively arranged with bolt hole, for connecting the second beam-ends upper cover plate of two steel channel beams 14 extended in the opposite direction, including the two parts extended in the opposite direction, and it is arranged on the bolt hole on the second beam-ends upper cover plate and coordinates with the bolt hole on the second upper flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively, for connecting the second beam-ends lower cover of two steel channel beams 14 extended in the opposite direction, including the two parts extended in the opposite direction, and be arranged on the bolt hole on the second beam-ends lower cover and coordinate with the bolt hole on second time end flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively, wherein the bolt hole on the 3rd side flange splice plate and the 4th side flange splice plate coordinates with the bolt hole on the first side flange splice plate and the second side flange splice plate respectively, side column node is made to enclose, with king post joint combination, the periphery being located at bottom flange column with index bed flange column connection.
In a particular embodiment of the present invention, 3 side plates of second body 6 of side column node enclose on 3 faces being located at bottom flange column and index bed flange column connection, by the bolt hole on the second upper flanges splice plate of second body 6, bolt hole on second beam-ends upper cover plate, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the second ring flange 4, with the bolt hole on the second of second body 6 time end flanges splice plate, bolt hole on second beam-ends lower cover, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the first ring flange 3, dimension board 1 is made 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: the 3rd body 7, including the 6th side plate connected vertically, heptalateral plate, the 8th side plate and the 9th side plate successively, wherein 4 side plates of seat body enclose on 4 faces being located at bottom flange column and index bed flange column connection, seat body also includes the 3rd simultaneously perpendicular with 4 side plates upper flanges splice plate and the 3rd time end flanges splice plate, and the 3rd upper flanges splice plate and the 3rd time end flanges splice plate be bent to form two parts respectively, the overbending direction formed according to 4 side plates is arranged, in addition the 6th side plate is provided with the 5th side flange splice plate away from the side of heptalateral plate wherein, is respectively perpendicular with the 6th side plate and the 3rd upper flanges splice plate, 9th side plate is provided with the 6th side flange splice plate away from the side of the 8th side plate, it is respectively perpendicular with the 9th side plate and the 3rd upper flanges splice plate, wherein the 5th side flange splice plate, the 6th side flange splice plate, the 3rd upper flanges splice plate and the 3rd time end flanges splice plate is respectively equipped with bolt hole, for connecting the 3rd beam-ends upper cover plate of two steel channel beams 14 extended towards perpendicular both direction, including perpendicular two parts, and the bolt hole being arranged on the 3rd beam-ends upper cover plate coordinates with the bolt hole on the 3rd upper flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively, for connecting the 3rd beam-ends lower cover of two steel channel beams 14 extended towards perpendicular both direction, including perpendicular two parts, and be arranged on the bolt hole on the 3rd beam-ends lower cover and coordinate with the bolt hole on the 3rd time end flanges splice plate and the bolt hole being arranged on steel channel beam 14 respectively, wherein the bolt hole on the 5th side flange splice plate and the 6th side flange splice plate coordinates with the bolt hole on the first side flange splice plate and the second side flange splice plate respectively, corner post node is made to enclose, with king post joint combination, the periphery being located at bottom flange column with 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 enclose on 4 faces being located at bottom flange column and index bed flange column connection, by the bolt hole on the 3rd upper flanges splice plate of the 3rd body 7, bolt hole on 3rd beam-ends upper cover plate, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the second ring flange 4, with the bolt hole on the 3rd of the 3rd body 7 the time end flanges splice plate, bolt hole on 3rd beam-ends lower cover, cooperating of bolt hole on steel channel beam 14 and the bolt hole on the first ring flange 3, dimension board 1 is made to be arranged on flange column.
The above is the preferred embodiment of the present invention; it should be pointed out that, for those skilled in the art, under the premise without departing from principle of the present invention; can also making some improvements and modifications, these improvements and modifications also should be regarded as protection scope of the present invention.
Claims (10)
1. the frame structure for data center module, it is characterised in that described frame structure includes:
Multiple horizontally disposed dimension boards, including four steel channel beams being positioned at four sides;
For supporting described dimension board, flange column in hollow, described flange column includes bottom flange column and index bed flange column, and described index bed flange column is inserted in one end of described bottom flange column 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 with described king post joint by bolt, and described king post joint is secured by bolts in the periphery of described bottom flange column and the junction of described index bed flange column;
For connecting the side column node of two steel channel beams extended in the opposite direction, two steel channel beams extended in the opposite direction are connected with described side column node by bolt, and described side column node encloses, with the combination of described king post joint, the periphery being located at described bottom flange column with described index bed flange column connection;
For connecting the corner post node of two steel channel beams extended towards perpendicular both direction, two steel channel beams extended towards perpendicular both direction are connected with described corner post node by bolt, and described corner post node encloses, with the combination of described king post joint, the periphery being located at described bottom flange column with described index bed flange column connection.
2. frame structure as claimed in claim 1, it is characterized in that, the upper end of described bottom flange column is provided with the first ring flange, described index bed flange column is provided with the second ring flange, one end that described index bed flange column is provided with described second ring flange is inserted in described bottom flange column from top to bottom and is provided with one end of described first ring flange, described king post joint, described side column node and described corner post node are connected respectively through bolt and the first ring flange are fixing with described second ring flange, make described first flange post and the fixing connection of described second flange post.
3. frame structure as claimed in claim 1, it is characterised in that described frame structure also includes the through column base of connection being fixed on described bottom flange vertical capital end, and the through column base of described connection includes:
Junction steel plate, is fixed on the top of described bottom flange column;
Through column base, is fixed on described junction steel plate, and the Outside Dimensions of described through column base is less than the internal diameter size of described index bed flange column, and described index bed flange column is inserted on described through column base.
4. frame structure as claimed in claim 2, it is characterised in that the flange of described first ring flange surrounding is provided with multiple bolt hole, and the bearing of trend of described flange and described bottom flange uprights vertical.
5. frame structure as claimed in claim 2, it is characterised in that the flange of described second ring flange surrounding is provided with multiple bolt hole, and the bearing of trend of described flange and described index bed flange uprights vertical.
6. frame structure as claimed in claim 1, it is characterised in that described king post joint includes:
First body, including the first side plate extended towards perpendicular both direction and the second side plate, two side plates of wherein said seat body enclose on two faces being located at described bottom flange column and described index bed flange column connection; Described seat body also includes the first simultaneously perpendicular with two side plates upper flanges splice plate and first time end flanges splice plate, and described first upper flanges splice plate and described first time end flanges splice plate are bent to form as two parts, the overbending direction setting that two side plates of foundation are formed respectively; In addition the first side plate is provided with the first side flange splice plate away from the side of the second side plate wherein, is respectively perpendicular with the first side plate and described first upper flanges splice plate; At the second side plate, the side of the first side plate is provided with the second side flange splice plate, it is respectively perpendicular with the second side plate and described first upper flanges splice plate, wherein said first side flange splice plate, described second side flange splice plate, described first upper flanges splice plate and described first time end flanges splice plate are respectively arranged 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 parts, and it is arranged on the bolt hole on described first beam-ends upper cover plate and coordinates with the bolt hole on described first upper flanges splice plate and the bolt hole being arranged on described steel channel beam respectively;
For connecting the first beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and it is arranged on the bolt hole on described first beam-ends lower cover and coordinates with the bolt hole on described first time end flanges splice plate and the bolt hole being arranged on described steel channel beam respectively.
7. frame structure as claimed in claim 1, it is characterised in that described side column node includes:
Second body, including the 3rd side plate connected vertically, the 4th side plate and the 5th side plate successively, 3 side plates of wherein said seat body enclose on 3 faces being located at described bottom flange column and described index bed flange column connection; Described seat body also includes the second simultaneously perpendicular with 3 side plates upper flanges splice plate and second time end flanges splice plate, and described second upper flanges splice plate and described second time end flanges splice plate are bent to form two parts respectively, the overbending direction formed according to 3 side plates is arranged; In addition described 3rd side plate is provided with the 3rd side flange splice plate away from the side of described 4th side plate wherein, is respectively perpendicular with described 3rd side plate and described second upper flanges splice plate; At described 5th side plate, the side of described 4th side plate is provided with the 4th side flange splice plate, it is respectively perpendicular with described 5th side plate and described second upper flanges splice plate, wherein said 3rd side flange splice plate, described 4th side flange splice plate, described second upper flanges splice plate and described second time end flanges splice plate are respectively arranged with bolt hole;
For connecting the second beam-ends upper cover plate of two steel channel beams extended in the opposite direction, including the two parts extended in the opposite direction, and it is arranged on the bolt hole on described second beam-ends upper cover plate and coordinates with the bolt hole on described second upper flanges splice plate and the bolt hole being arranged on described steel channel beam respectively;
For connecting the second beam-ends lower cover of two steel channel beams extended in the opposite direction, including the two parts extended in the opposite direction, and be arranged on the bolt hole on described second beam-ends lower cover and coordinate with the bolt hole on described second time end flanges splice plate and the bolt hole being arranged on described steel channel beam respectively, wherein
Bolt hole on described 3rd side flange splice plate and described 4th side flange splice plate coordinates with the bolt hole on described first side flange splice plate and described second side flange splice plate respectively, makes described side column node enclose, with the combination of described king post joint, the periphery being located at described bottom flange column with described index bed flange column connection.
8. frame structure as claimed in claim 1, it is characterised in that described corner post node includes:
3rd body, including the 6th side plate connected vertically, heptalateral plate, the 8th side plate and the 9th side plate successively, 4 side plates of wherein said seat body enclose on 4 faces being located at described bottom flange column and described index bed flange column connection; Described seat body also includes the 3rd simultaneously perpendicular with 4 side plates upper flanges splice plate and the 3rd time end flanges splice plate, and described 3rd upper flanges splice plate and described 3rd time end flanges splice plate are bent to form two parts respectively, the overbending direction formed according to 4 side plates is arranged; In addition described 6th side plate is provided with the 5th side flange splice plate away from the side of described heptalateral plate wherein, is respectively perpendicular with described 6th side plate and described 3rd upper flanges splice plate; Described 9th side plate is provided with the 6th side flange splice plate away from the side of described 8th side plate, it is respectively perpendicular with described 9th side plate and described 3rd upper flanges splice plate, wherein said 5th side flange splice plate, described 6th side flange splice plate, described 3rd upper flanges splice plate and described 3rd time end flanges splice plate are respectively equipped with bolt hole;
For connecting the 3rd beam-ends upper cover plate of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and the bolt hole being arranged on described 3rd beam-ends upper cover plate coordinates with the bolt hole on described 3rd upper flanges splice plate and the bolt hole being arranged on described steel channel beam respectively;
For connecting the 3rd beam-ends lower cover of two steel channel beams extended towards perpendicular both direction, including perpendicular two parts, and be arranged on the bolt hole on described 3rd beam-ends lower cover and coordinate with the bolt hole on described 3rd time end flanges splice plate and the bolt hole being arranged on described steel channel beam respectively, wherein
Bolt hole on described 5th side flange splice plate and described 6th side flange splice plate coordinates with the bolt hole on described first side flange splice plate and described second side flange splice plate respectively, makes described corner post node enclose, with the combination of described king post joint, the periphery being located at described bottom flange column with described index bed flange column connection.
9. frame structure as claimed in claim 1, it is characterised in that described frame structure also includes: multiple reinforcing bars and concrete layer, and described concrete layer is arranged on described dimension board, and described reinforcing bar includes:
The steel skeleton that first steel plate and the second steel plate are interconnected to form;
Multiple bolts, are arranged in described first steel plate, are fixed on the bolt hole of described steel channel beam;
Multiple pins, are arranged on described second steel plate, and described pin is adhered to described concrete layer.
10. frame structure as claimed in claim 1, it is characterised in that described steel channel beam is honeycomb fashion steel channel beam.
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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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| CN201410594626.XA CN105625563B (en) | 2014-10-29 | 2014-10-29 | A kind of frame structure for data center module |
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| CN108951854A (en) * | 2018-06-01 | 2018-12-07 | 中国移动通信集团设计院有限公司 | The framed building system of micromodule |
| CN109469209A (en) * | 2018-10-19 | 2019-03-15 | 科能源科技（天津）有限公司 | A kind of modular architectural |
| CN113529978A (en) * | 2021-06-29 | 2021-10-22 | 浙江天壹重石建设科技有限公司 | Assembly type building node |
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