CN105625563B - A kind of frame structure for data center module - Google Patents

Abstract

The invention provides a frame structure for a data machine room, comprising: a plurality of horizontally arranged standard plates, including four channel steel beams located on four sides; a hollow flange column for supporting the standard plates, The flange column includes the bottom flange column and the standard floor flange column. The standard floor flange column is inserted at one end of the bottom flange column from top to bottom; it is used to connect two channel steel beams extending in two perpendicular directions The center column node, two channel steel beams extending in two perpendicular directions are connected to the center column node by bolts, and the center column node is fixed on the first flange and the second flange by bolts, the present invention The unique frame structure can increase or decrease specification boards according to production and use requirements, achieving high flexibility and quick installation.

Description

A frame structure for data room

technical field

The invention relates to the technical field of communication equipment, in particular to a frame structure for a data computer room.

Background technique

The data room is a highly specialized public building used to carry information transmission, exchange, and storage. The construction content mainly includes civil engineering, mechanical and electrical equipment installation, process installation, fire protection and intelligent system engineering, etc. The new generation of data centers has put forward many requirements for the security, flexibility, economy, and rapid deployment of the computer room, among which civil engineering is a key factor affecting the overall cost and delivery cycle of the data computer room.

At present, the structural system of the data room used in China is mainly concentrated in the concrete structure, and some also use the steel structure. However, the traditional concrete structure or steel structure is slow in construction speed, poor in flexibility, and unable to meet the requirements of standardized and modular rapid deployment. At the same time, the production and construction cause serious environmental pollution (such as noise and vibration generated during concrete construction, mud Pollution, dust pollution, etc.; welding fumes and harmful gases generated by on-site welding of steel structures). Especially for the steel structure system, due to on-site welding, the quality of the welds is not suitable for control, and the working environment of the workers is poor, which seriously affects the safety performance of the building. It can be seen that the traditional structural system is far from meeting the requirements of the new generation of data center for safety, reliability, green energy saving, fast assembly, and high flexibility. Therefore, a new computer room structure system with standardized construction, modular expansion, high flexibility, fast construction speed, energy saving and environmental protection is urgently needed to achieve the goal of low-cost and high-efficiency operation while ensuring safety.

Contents of the invention

The purpose of the present invention is to provide a frame structure for a data center, which adopts a modularized and layered assembly method, which can be assembled at any time and has strong flexibility.

In order to achieve the above object, the present invention provides a frame structure for a data computer room, comprising:

Multiple horizontally set format panels, including four channel beams on the four sides;

It is used to support the standard plate and is a hollow flange column. The flange column includes the bottom flange column and the standard floor flange column. The standard floor flange column is inserted at one end of the bottom flange column from top to bottom;

It is used to connect the center column nodes of two channel steel beams extending in two perpendicular directions. The two channel steel beams extending in two perpendicular directions are connected to the center column nodes by bolts, and the center column nodes are connected by bolts Fixed on the periphery of the connection between the flange column on the bottom floor and the flange column on the standard floor;

It is used to connect the side column nodes of two channel steel beams extending in opposite directions. The two channel steel beams extending in opposite directions are connected to the side column nodes by bolts, and the combination of side column nodes and center column nodes is set in The periphery of the connection between the bottom flange column and the standard floor flange column;

It is used to connect the corner column joints of two channel steel beams extending in two perpendicular directions. The two channel steel beams extending in two perpendicular directions are connected to the corner column joints by bolts, and the corner column joints are combined with the center column joints It is located on the periphery of the connection between the flange column on the bottom floor and the flange column on the standard floor.

Among them, the upper end of the bottom flange column is provided with a first flange, the standard floor flange column is provided with a second flange, and the end of the standard floor flange column is provided with the second flange from top to bottom. One end of the bottom flange column is provided with a first flange, and the middle column node, the side column node and the corner column node are respectively fixedly connected with the first flange plate and the second flange plate through bolts, so that the first flange column and the The second flange column is fixedly connected.

Among them, the frame structure also includes a connecting through column seat fixed on the top of the bottom flange column, and the connecting through column seat includes:

The connecting steel plate is fixed on the top of the bottom flange column;

The through column base is fixed on the connecting steel plate, and the outer dimension of the through column base is smaller than the inner diameter of the standard floor flange column, and the standard floor flange column is inserted on the through column base.

Wherein, the flange around the first flange is provided with a plurality of bolt holes, and the extending direction of the flange is perpendicular to the bottom flange column.

Wherein, the flange around the second flange is provided with a plurality of bolt holes, and the extension direction of the flange is perpendicular to the flange column of the standard floor.

Among them, the center column nodes include:

The first seat body includes the first side plate and the second side plate extending in two perpendicular directions, wherein the two side plates of the seat body are arranged on the two sides where the bottom flange column and the standard floor flange column are connected. On one surface; the seat body also includes a first upper flange splicing plate and a first lower flange splicing plate perpendicular to the two side plates at the same time, and the first upper flange splicing plate is spliced with the first lower flange The plates are respectively bent into two parts, which are set according to the bending direction formed by the two side plates; in addition, a first side flange splicing plate is provided on the side of the first side plate far away from the second side plate, which is connected with the first side plate. The side plate and the first upper end flange splicing plate are respectively vertical; a second side flange splicing plate is arranged on the side of the second side plate far away from the first side plate, and the second side plate and the first upper end flange splicing plate are respectively Vertical, wherein the first side flange splicing plate, the second side flange splicing plate, the first upper end flange splicing plate and the first lower end flange splicing plate are respectively provided with bolt holes;

The first beam end upper cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the first beam end upper cover plate are respectively connected to the second The bolt holes on the upper flange splicing plate match the bolt holes on the channel steel beam;

The first beam end lower cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the first beam end lower cover plate are respectively connected with the second The bolt holes on the splice plate of the lower end flange cooperate with the bolt holes arranged on the channel steel beam.

Among them, the side column nodes include:

The second seat body includes the third side plate, the fourth side plate and the fifth side plate which are connected vertically in sequence, wherein the three side plates of the seat body are arranged around the connection between the bottom flange column and the standard floor flange column 3 surfaces; the seat body also includes a second upper flange splicing plate and a second lower flange splicing plate perpendicular to the three side panels, and the second upper flange splicing plate and the second lower flange splicing plate Bending respectively to form two parts, set according to the bending direction formed by the three side plates; in addition, a third side flange splicing plate is provided on the side of the third side plate far away from the fourth side plate, and the third side plate and the second upper flange splicing plate are respectively perpendicular; a fourth side flange splicing plate is arranged on the side of the fifth side plate away from the fourth side plate, which is perpendicular to the fifth side plate and the second upper end flange splicing plate respectively, Wherein the third side flange splicing plate, the fourth side flange splicing plate, the second upper end flange splicing plate and the second lower end flange splicing plate are respectively provided with bolt holes;

The second beam end upper cover plate for connecting two channel steel beams extending in opposite directions includes two parts extending in opposite directions, and the bolt holes arranged on the second beam end upper cover plate are respectively connected with the second The bolt holes on the upper flange splicing plate match the bolt holes on the channel steel beam;

The second beam end lower cover plate used to connect two channel steel beams extending in opposite directions includes two parts extending in opposite directions, and the bolt holes arranged on the second beam end lower cover plate are respectively connected to the second The bolt holes on the lower flange splicing plate match the bolt holes on the channel steel beams, wherein

The bolt holes on the third side flange splicing plate and the fourth side flange splicing plate respectively cooperate with the bolt holes on the first side flange splicing plate and the second side flange splicing plate, so that the side column joints and the center column joints The combination is located on the periphery of the connection between the bottom flange column and the standard floor flange column.

Among them, the corner post nodes include:

The third seat body includes the sixth side plate, seventh side plate, eighth side plate and ninth side plate connected vertically in sequence, and the four side plates of the seat body are surrounded by the bottom flange column and the standard floor flange. On the 4 surfaces where the columns are connected; the body also includes a third upper flange splicing plate and a third lower flange splicing plate perpendicular to the four side plates, and the third upper flange splicing plate and the third The lower end flange splicing plate is bent to form two parts, which are set according to the bending direction formed by the four side plates; in addition, a fifth side flange splicing plate is arranged on the side of the sixth side plate far away from the seventh side plate, It is perpendicular to the sixth side plate and the third upper end flange splicing plate respectively; the side of the ninth side plate away from the eighth side plate is provided with a sixth side flange splicing plate, which is spliced with the ninth side plate and the third upper end flange The plates are respectively vertical, wherein the fifth side flange splicing plate, the sixth side flange splicing plate, the third upper end flange splicing plate and the third lower end flange splicing plate are respectively provided with bolt holes;

The third beam end upper cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the third beam end upper cover plate are respectively connected with the first The bolt holes on the splicing plate of the flange at the third upper end cooperate with the bolt holes on the channel steel beam;

The third beam end lower cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the third beam end lower cover plate are respectively connected with the first The bolt holes on the flange splicing plate at the three lower ends match the bolt holes on the channel steel beams, wherein

The bolt holes on the fifth side flange splicing plate and the sixth side flange splicing plate respectively cooperate with the bolt holes on the first side flange splicing plate and the second side flange splicing plate, so that the corner column joint and the center column joint are combined It is located on the periphery of the connection between the flange column on the bottom floor and the flange column on the standard floor.

Among them, the frame structure also includes: multiple steel frames and concrete layers, the concrete layer is set on the specification board, and the steel frames include:

A steel skeleton formed by interconnecting the first steel plate and the second steel plate;

A plurality of bolts are passed through the first steel plate and fixed on the bolt holes of the channel steel beam;

A plurality of pins are arranged on the second steel plate, and the pins are bonded to the concrete layer.

Wherein, the channel steel beam is a honeycomb channel steel beam.

The technical solution of the present invention has at least the following beneficial effects:

In the production and construction of the frame structure used for the data computer room in the embodiment of the present invention, a modular and layered assembly method is adopted, which can realize rapid assembly on site, assemble and assemble at any time, have strong flexibility, and increase the construction speed. The construction period is reduced, and the project cost is reduced at the same time, energy saving and environmental protection.

Description of drawings

Fig. 1 is the splicing plane layout diagram of standard boards in the embodiment of the present invention;

Fig. 2 is one of the schematic diagrams of the flange column in the embodiment of the present invention;

Fig. 3 is the second schematic diagram of the flange column in the embodiment of the present invention;

Fig. 4 is a schematic diagram of the first seat of the central column node in the embodiment of the present invention;

Fig. 5 is a schematic diagram of the second seat body of the side column node in the embodiment of the present invention;

Fig. 6 is a schematic diagram of the third body of the corner column node in the embodiment of the present invention;

Fig. 7 is the schematic diagram of steel frame in the embodiment of the present invention;

Fig. 8 is a schematic diagram of the top column seat in the embodiment of the present invention;

Fig. 9 is a schematic diagram of the joint use of the side column node and the flange column in the embodiment of the present invention;

Fig. 10 is a schematic diagram of the joint use of the corner column node and the flange column in the embodiment of the present invention;

Fig. 11 is a schematic layout diagram of a specification board in an embodiment of the present invention;

Fig. 12 is the schematic diagram of steel frame and concrete layer in the embodiment of the present invention;

Fig. 13 is the synoptic diagram that standard board and concrete layer cooperate in the embodiment of the present invention;

Fig. 14 is a schematic diagram of the central column node and the side column node cooperating to be arranged on the flange column in the embodiment of the present invention;

Fig. 15 is a schematic diagram of the central column node surrounding the flange column in the embodiment of the present invention;

Fig. 16 is a schematic diagram of the middle column node and the corner column node cooperating to be arranged on the flange column in the embodiment of the present invention; and

Fig. 17 is a schematic diagram of the completed assembly of the frame structure in the embodiment of the present invention.

Explanation of reference signs:

1. Specification plate; 2. Connecting through the column seat; 3. The first flange; 4. The second flange; 5. The first body; 6. The second body; 7. The third body; 8 , pins, 9, bolts; 10, top column seat; 11, upper cover plate at the first beam end; 12, lower cover plate at the first beam end; 13, steel frame; 14, channel steel beam; 15, concrete layer; 16 , module.

detailed description

In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following will describe in detail with reference to the drawings and specific embodiments.

The present invention aims at the problems that the construction speed of the traditional data computer room is slow, the flexibility is poor, and the rapid deployment requirements of standardization and 16 modules cannot be realized, and the environmental pollution is serious during production and construction, and a frame structure for the data computer room is provided. The frame structure can combine standardization and assembly in its production and construction to realize factory production and rapid on-site assembly. On the premise of ensuring the construction quality, the construction speed is improved, the construction period is reduced, and the project cost is reduced. It achieves energy saving and environmental protection, and at the same time can realize the rapid installation of the main frame, and can increase or decrease the frame modules according to the production and use requirements, so as to achieve high flexibility.

As shown in Figure 1, Figure 4, Figure 5, Figure 6, Figure 10, Figure 9, Figure 11, Figure 14, Figure 15, Figure 16 and Figure 17, the embodiment of the present invention provides a frame structure for a data center , including: a plurality of standard boards 1 arranged horizontally, including four channel steel beams 14 located on four sides; a hollow flange column for supporting the standard board 1, the flange column includes the bottom flange column and standard Layer flange column, wherein the upper end of the bottom flange column is provided with a first flange plate 3, the standard floor flange column is provided with a second flange plate 4, and the standard floor flange column is provided with a second flange plate 4 One end is inserted from top to bottom in the end of the bottom flange column provided with the first flange 3; it is used to connect the center column nodes of the two channel steel beams 14 extending in two perpendicular directions, towards the vertical Two channel steel beams 14 extending in two directions are connected to the center column node by bolts 9, and the center column node is fixed on the first flange 3 and the second flange 4 by bolts 9; The side column nodes of the two channel steel beams 14 extending in the opposite direction are connected to the side column nodes by bolts 9, and the side column nodes are fixed to the first flange 3 by studs and on the second flange 4, wherein the combination of the side column node and the middle column node is set on the periphery of the connection between the bottom flange column and the standard floor flange column; it is used to connect two The corner post joints of two channel steel beams 14, two channel steel beams 14 extending in two perpendicular directions are connected to the corner post joints by bolts 9, and the corner post joints are fixed to the first flange 3 and the second method by bolts 9 On the blue plate 4, the combination of the corner column node and the center column node is arranged on the periphery of the connection between the flange column of the bottom floor and the flange column of the standard floor.

In the specific embodiment of the present invention, two assembly modes of modular assembly and layered assembly are adopted, that is, firstly, a standard plate 1 is integrally hoisted and spliced to four flange columns, and high-strength bolts are used for connection at the positions of corresponding bolt holes. fixed, thereby forming a standard module 16. The rest of the modules 16 can be expanded by the same method, and the temporarily unused modules 16 can also be disassembled during use, and after the components are removed, they can be recycled efficiently, reducing construction waste, and truly realizing a green environment. The concept is a green and sustainable steel structure system, which is completely ready to assemble and assemble, with strong flexibility. After assembling one deck of integral modules 16, the second layer is assembled in the same way until the required number of layers is assembled.

Optionally, as shown in Fig. 2, Fig. 3, Fig. 9, Fig. 10, Fig. 14, Fig. 15 and Fig. 16, in another embodiment of the present invention, the frame structure further includes Connecting the through column base 2, the connecting through column base 2 includes: the connecting steel plate, fixed on the top of the bottom flange column; the through column base, fixed on the connecting steel plate, and the outer dimension of the through column base is smaller than the inner diameter of the standard floor flange column Dimensions, the standard layer flange column is inserted on the through column base, of course, if the frame structure has only one layer, there is no need to weld the connecting through column base 2, just weld the top column as shown in Figure 8 on the top of the flange column Seats 10.

When assembling the frame structure, first arrange the bottom flange columns according to the requirements (such as grid size), that is, the bottom flange columns, and for the side columns and corner columns, pre-install the side column nodes and corner column nodes. Then a module 16 is hoisted to the splicing position of each column node, and then the center column node is installed at each node position. Finally, high-strength bolts are used for reliable connection of all node bolt holes, and the rest of the modules are assembled in the same way and connected with high-strength bolts. The joints are to reliably connect the beam flanges of the frame structure and the upper and lower webs of the beams to the joints of each column. After the required modules 16 of the first layer are spliced, then the upper flange column, that is, the standard layer flange column, is connected to the lower column, that is, the bottom flange column, through the connection through the column base 2, and the second method of the upper flange column Connect the flange plate 4 with high-strength bolts to the specification plate 1 to form a continuous column, and finally use the top column base 10 at the top of the column to connect the top specification plate 1 with the flange column, in which the standard specification plate 1 is the module 16 As an example, first connect and fix the lower flanges of the four corners of four orthogonally placed channel steel beams through a lower beam end cover plate and high-strength bolts, and pre-install a beam end upper cover on the upper flanges of the four corners Then install the steel frame with closed profiled steel plate through high-strength bolts at the corresponding bolt hole positions of the upper flange corner and side of the channel steel beam, and finally pour concrete on the closed profiled steel plate with steel frame to form an integral composite plate, and assemble The completed frame structure is shown in Figure 17. In the above-mentioned assembly process, the bolt 9 is completely used for on-site assembly, and the traditional on-site welding method and concrete pouring method are cancelled, which effectively guarantees the construction quality, completely avoids the environmental pollution caused by concrete pouring and steel welding, and realizes on-site construction. The "no water, no fire, and no dust" standard of "three nos" reduces the occurrence of fire and other hazardous accidents.

In a specific embodiment of the present invention, when the flange column is the flange column on the peripheral edge of the entire frame structure, as shown in Figure 14, two channel steel beams extending in opposite directions can be connected by a side column node 14. The two center column nodes are respectively connected to two channel steel beams 14 extending in two perpendicular directions, so that the standard plate 1 is installed on the flange column, that is, the connection between the bottom flange column and the standard floor flange column Of course, it can be understood that in the embodiment of the present invention, the combination of the central column node and the side column node is not limited, for example, the standard plate 1 can also be installed on the flange column through four central column nodes.

In a specific embodiment of the present invention, when the flange column is a flange column on the peripheral corner of the entire frame structure, as shown in FIG. On the flange column, it can be understood that the combination of the corner column node and the center column node is not limited in the specific embodiment of the present invention. For example, the standard plate 1 can also be installed on the flange through four center column nodes. on the post.

Optionally, as shown in Fig. 7, Fig. 12 and Fig. 13, the frame structure further includes: a plurality of steel frames 13 and a concrete layer 15, the concrete layer 15 is arranged on the standard board 1, and the steel frame 13 includes: a first steel plate and The steel skeleton formed by connecting the second steel plates with each other; a plurality of bolts 9 are pierced through the first steel plates and fixed on the bolt holes of the channel steel beams 14; a plurality of pins 8 are arranged on the second steel plates, and the pins 8 are bonded On the concrete layer 15.

In a specific embodiment of the present invention, the steel frame 13 includes two types, one is the steel frame 13 used at the 14 corners of the standard plate, that is, the angle steel frame, and the other is the steel frame 13 used on the edge of the standard plate 1 That is, the side steel frame, the above two types of steel frame 13 are used to fix the concrete layer 15 on the specification plate 1, so as to facilitate the placement of equipment.

Optionally, as shown in FIG. 11 , FIG. 13 , FIG. 14 , FIG. 15 , FIG. 16 and FIG. 17 , in another embodiment of the present invention, the channel steel beam 14 is a honeycomb channel steel beam 14 .

In a specific embodiment of the present invention, honeycomb channel steel beams 14 are used, which not only reduces the amount of steel used in the steel beams, but also meets the requirements for the positioning of equipment and pipelines, thereby reducing the floor height of the machine room and saving investment.

Optionally, as shown in Fig. 2, Fig. 3, Fig. 14, Fig. 15 and Fig. 16, in another embodiment of the present invention, a plurality of bolt holes are provided on the flange around the first flange 3, And the extension direction of the flanging is perpendicular to the bottom flange column.

Optionally, as shown in Fig. 3, Fig. 14, Fig. 15 and Fig. 16, in another embodiment of the present invention, a plurality of bolt holes are provided on the flange around the second flange 4, and the flange The extension direction is perpendicular to the standard floor flange column.

Optionally, as shown in Fig. 4, Fig. 14, Fig. 15 and Fig. 16, in another embodiment of the present invention, the central column node includes: a first seat body 5, including a second One side plate and the second side plate, wherein the two side plates of the seat body are set on the two faces of the connection between the bottom flange column and the standard floor flange column; the seat body also includes The vertical first upper end flange splicing plate and the first lower end flange splicing plate, and the first upper end flange splicing plate and the first lower end flange splicing plate are respectively bent to form two parts, according to the two side plates The formed bending direction is set; in addition, a first side flange splicing plate is provided on the side of the first side plate away from the second side plate, which is respectively perpendicular to the first side plate and the first upper end flange splicing plate; The side of the two side plates far away from the first side plate is provided with a second side flange splicing plate, which is respectively perpendicular to the second side plate and the first upper end flange splicing plate, wherein the first side flange splicing plate, the second side flange splicing plate Bolt holes are respectively arranged on the flange splicing plate, the first upper end flange splicing plate and the first lower end flange splicing plate; they are used to connect the first beam ends of two channel steel beams 14 extending in two perpendicular directions. The upper cover plate 11 includes two parts perpendicular to each other, and the bolt holes arranged on the upper cover plate 11 at the first beam end are respectively connected with the bolt holes on the first upper end flange splicing plate and the bolts arranged on the channel steel beam 14 Hole matching; used to connect the first beam end lower cover plate 12 of two channel steel beams 14 extending in two perpendicular directions, including two perpendicular parts, and arranged on the first beam end lower cover plate 12 The bolt holes are respectively matched with the bolt holes on the first lower end flange splicing plate and the bolt holes arranged on the channel steel beam 14.

In a specific embodiment of the present invention, the two side plates of the first seat body 5 of the central column node are surrounded by the two faces of the joint of the bottom flange column and the standard floor flange column, and pass through the first seat body. The bolt holes on the first upper end flange splicing plate of 5, the bolt holes on the upper cover plate 11 at the first beam end, the bolt holes on the channel steel beam 14 and the bolt holes on the second flange 4, and the bolt holes on the first lower end flange splicing plate of the first seat body 5, the bolt holes on the lower cover plate 12 at the first beam end, the bolt holes on the channel steel beam 14, and the bolt holes on the first flange plate 3 The mutual cooperation of the bolt holes enables the specification plate 1 to be installed on the flange column.

Optionally, as shown in Figure 5, Figure 9 and Figure 14, in another embodiment of the present invention, the side column nodes include:

The second seat body 6 includes the third side plate, the fourth side plate and the fifth side plate vertically connected in sequence, wherein the three side plates of the seat body are arranged at the joint of the flange column on the bottom floor and the flange column on the standard floor 3 faces; the seat body also includes a second upper flange splicing plate and a second lower flange splicing plate perpendicular to the three side plates, and the second upper flange splicing plate and the second lower flange splicing The plates are respectively bent to form two parts, which are set according to the bending direction formed by the three side plates; in addition, a third side flange splicing plate is arranged on the side of the third side plate far away from the fourth side plate, and the third side flange The plate and the second upper flange splicing plate are respectively vertical; a fourth side flange splicing plate is arranged on the side of the fifth side plate away from the fourth side plate, which is perpendicular to the fifth side plate and the second upper end flange splicing plate respectively , where the third side flange splicing plate, the fourth side flange splicing plate, the second upper end flange splicing plate and the second lower end flange splicing plate are respectively provided with bolt holes; The second beam end upper cover plate of a channel steel beam 14 includes two parts extending in opposite directions, and the bolt holes arranged on the second beam end upper cover plate are respectively connected with the bolt holes on the second upper end flange splicing plate. Cooperate with the bolt holes provided on the channel steel beams 14; the second beam end lower cover plate for connecting two channel steel beams 14 extending in opposite directions includes two parts extending in opposite directions, and is arranged at the second The bolt holes on the lower cover plate at the end of the second beam are respectively matched with the bolt holes on the second lower end flange splicing plate and the bolt holes arranged on the channel steel beam 14, wherein the third side flange splicing plate and the fourth side flange The bolt holes on the splicing plate are respectively matched with the bolt holes on the first side flange splicing plate and the second side flange splicing plate, so that the combination of the side column node and the middle column node is surrounded by the bottom flange column and the standard layer flange The periphery where the uprights join.

In a specific embodiment of the present invention, the three side plates of the second seat body 6 of the side column node are arranged on the three surfaces where the bottom flange column and the standard floor flange column are connected, and pass through the second seat body. The bolt holes on the second upper end flange splicing plate of 6, the bolt holes on the upper cover plate at the second beam end, the bolt holes on the channel steel beam 14 and the bolt holes on the second flange 4, and The bolt holes on the second lower end flange splicing plate of the second seat body 6, the bolt holes on the lower cover plate at the end of the second beam, the bolt holes on the channel steel beam 14 and the bolt holes on the first flange 3 Cooperate with each other so that the specification plate 1 is installed on the flange column.

Optionally, as shown in Fig. 6, Fig. 10 and Fig. 16, in another embodiment of the present invention, the corner post node includes: a third seat body 7, including a sixth side plate and a seventh side plate connected vertically in sequence , the eighth side plate and the ninth side plate, wherein the four side plates of the seat body are set on the four surfaces where the bottom flange column and the standard floor flange column are connected; The third upper flange splicing plate and the third lower end flange splicing plate perpendicular to each other, and the third upper flange splicing plate and the third lower end flange splicing plate are respectively bent to form two parts, according to the formation of four side plates The bending direction is set; in addition, a fifth side flange splicing plate is provided on the side of the sixth side plate away from the seventh side plate, which is perpendicular to the sixth side plate and the third upper end flange splicing plate respectively; the ninth side The side of the plate away from the eighth side plate is provided with a sixth side flange splicing plate, which is perpendicular to the ninth side plate and the third upper end flange splicing plate respectively, wherein the fifth side flange splicing plate and the sixth side flange splicing plate plate, the third upper end flange splicing plate and the third lower end flange splicing plate are respectively provided with bolt holes; it is used to connect the third beam end upper cover plate of two channel steel beams 14 extending in two perpendicular directions , including two parts perpendicular to each other, and the bolt holes arranged on the upper cover plate at the third beam end are respectively matched with the bolt holes on the third upper end flange splicing plate and the bolt holes arranged on the channel steel beam 14; The third beam end lower cover plate connecting two channel steel beams 14 extending in two perpendicular directions includes two parts perpendicular to each other, and the bolt holes arranged on the third beam end lower cover plate are respectively connected with the third beam end lower cover plate. The bolt holes on the flange splicing plate at the lower end cooperate with the bolt holes provided on the channel steel beam 14, wherein the bolt holes on the fifth side flange splicing plate and the sixth side flange splicing plate are respectively spliced with the first side flange The plate is matched with the bolt holes on the second side flange splicing plate, so that the combination of the corner column node and the middle column node is arranged on the periphery of the connection between the bottom flange column and the standard floor flange column.

In a specific embodiment of the present invention, the four side plates of the third seat body 7 of the corner post joint are arranged on the four surfaces where the bottom flange column and the standard floor flange column are connected, through the third seat body 7 The bolt holes on the third upper flange splicing plate, the bolt holes on the upper cover plate at the third beam end, the bolt holes on the channel steel beam 14 and the bolt holes on the second flange 4 are mutually matched, and the first The bolt holes on the third lower end flange splicing plate of the three seats 7, the bolt holes on the lower cover plate at the end of the third beam, the bolt holes on the channel steel beam 14 and the bolt holes on the first flange 3 Cooperate so that the specification plate 1 is installed on the flange column.

The above description is a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, these improvements and modifications It should also be regarded as the protection scope of the present invention.

Claims (9)

1. A frame structure for a data computer room, characterized in that, the frame structure comprises: Multiple horizontally set format panels, including four channel beams on the four sides; A hollow flange column for supporting the standard plate, the flange column includes a bottom flange column and a standard layer flange column, and the standard layer flange column is inserted into the bottom layer from top to bottom one end of the orchid column; It is used to connect the center column nodes of two channel steel beams extending in two perpendicular directions, the two channel steel beams extending in two perpendicular directions are connected to the center column nodes through bolts, and the center The column node is fixed on the periphery of the connection between the bottom flange column and the standard layer flange column by bolts; It is used to connect the side column nodes of two channel steel beams extending in opposite directions, the two channel steel beams extending in opposite directions are connected to the side column nodes through bolts, and the side column nodes are connected to the middle The column node combination is arranged on the periphery of the connection between the bottom flange column and the standard floor flange column; It is used to connect the corner post joints of two channel steel beams extending in two perpendicular directions, the two channel steel beams extending in two perpendicular directions are connected to the corner post joints by bolts, and the corner post joints are connected to the corner post joints The center column node combination is arranged on the periphery of the connection between the bottom flange column and the standard layer flange column; The center pillar nodes include: The first seat body includes a first side plate and a second side plate extending in two perpendicular directions, wherein the two side plates of the seat body surround the bottom flange column and the standard layer flange The two faces of the connection of the columns; the seat body also includes a first upper flange splicing plate and a first lower flange splicing plate perpendicular to the two side plates at the same time, and the first upper flange The splicing plate and the first lower end flange splicing plate are respectively bent to form two parts, which are set according to the bending direction formed by the two side plates; in addition, the first side plate is set on the side far away from the second side plate There is a first side flange splicing plate perpendicular to the first side plate and the first upper end flange splicing plate respectively; a second side flange splicing plate is provided on the side of the second side plate away from the first side plate, respectively perpendicular to the second side plate and the first upper end flange splicing plate, wherein the first side flange splicing plate, the second side flange splicing plate, the first upper end flange splicing plate and the Bolt holes are respectively arranged on the splicing plate of the first lower end flange; The first beam end upper cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the first beam end upper cover plate are respectively Cooperate with the bolt holes on the splicing plate of the first upper end flange and the bolt holes provided on the channel steel beam; The first beam end lower cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the first beam end lower cover plate are respectively Cooperate with the bolt holes on the first lower end flange splicing plate and the bolt holes arranged on the channel steel beam. 2. The frame structure according to claim 1, wherein the upper end of the bottom flange column is provided with a first flange, and the standard layer flange column is provided with a second flange, the One end of the standard floor flange column provided with the second flange is inserted from top to bottom at the end of the bottom flange column provided with the first flange, the center column node, the side The column node and the corner column node are respectively fixedly connected to the first flange and the second flange through bolts, so that the first flange and the second flange are fixedly connected. 3. The frame structure according to claim 1, characterized in that, the frame structure further comprises a connecting through column base fixed on the top of the bottom flange column, and the connecting through column base comprises: connecting steel plate, fixed on the top of the bottom flange column; The through column base is fixed on the connecting steel plate, and the peripheral dimension of the through column base is smaller than the inner diameter of the standard layer flange column, and the standard layer flange column is inserted on the through column base. 4. The frame structure according to claim 2, wherein a plurality of bolt holes are arranged on the flange around the first flange, and the extension direction of the flange is in line with that of the bottom flange column vertical. 5. The frame structure according to claim 2, wherein a plurality of bolt holes are arranged on the flange around the second flange, and the extending direction of the flange is in line with that of the standard layer flange. The uprights are vertical. 6. The frame structure according to claim 1, wherein the side column nodes comprise: The second seat body includes the third side plate, the fourth side plate and the fifth side plate vertically connected successively, wherein the three side plates of the seat body are arranged between the bottom flange column and the standard floor method The three surfaces where the blue column is connected; the seat body also includes a second upper end flange splicing plate and a second lower end flange splicing plate perpendicular to the three side plates at the same time, and the second upper end flange The splicing plate and the second lower end flange splicing plate are respectively bent to form two parts, which are set according to the bending direction formed by the three side plates; in addition, the third side plate is far away from the side of the fourth side plate A third side flange splicing plate is arranged on the side, which is respectively perpendicular to the third side plate and the second upper end flange splicing plate; on the side of the fifth side plate away from the fourth side plate, a The fourth side flange splicing plate is perpendicular to the fifth side plate and the second upper end flange splicing plate, wherein the third side flange splicing plate, the fourth side flange splicing plate, the Bolt holes are respectively arranged on the second upper end flange splicing plate and the second lower end flange splicing plate; The second beam end upper cover plate used to connect two channel steel beams extending in opposite directions includes two parts extending in opposite directions, and the bolt holes arranged on the second beam end upper cover plate are respectively connected to the The bolt holes on the splicing plate of the second upper end flange cooperate with the bolt holes arranged on the channel steel beam; The second beam end lower cover plate used to connect two channel steel beams extending in opposite directions includes two parts extending in opposite directions, and the bolt holes arranged on the second beam end lower cover plate are respectively connected to the The bolt holes on the splicing plate of the second lower end flange cooperate with the bolt holes arranged on the channel steel beam, wherein The bolt holes on the third side flange splicing plate and the fourth side flange splicing plate respectively cooperate with the bolt holes on the first side flange splicing plate and the second side flange splicing plate, The combination of the side column node and the center column node is arranged on the periphery of the joint of the bottom flange column and the standard floor flange column. 7. The frame structure according to claim 1, wherein the corner post joints comprise: The third seat body includes the sixth side plate, the seventh side plate, the eighth side plate and the ninth side plate vertically connected successively, wherein the four side plates of the seat body are surrounded by the bottom flange column and On the 4 surfaces where the standard floor flange columns are connected; the seat body also includes a third upper end flange splicing plate and a third lower end flange splicing plate perpendicular to the four side plates at the same time, and the The third upper flange splicing plate and the third lower flange splicing plate are respectively bent to form two parts, which are set according to the bending direction formed by the four side plates; in addition, the sixth side plate is far away from the first The side of the seven side plates is provided with a fifth side flange splicing plate, which is respectively perpendicular to the sixth side plate and the third upper end flange splicing plate; the ninth side plate is far away from the eighth side plate The side is provided with a sixth side flange splicing plate, which is respectively perpendicular to the ninth side plate and the third upper end flange splicing plate, wherein the fifth side flange splicing plate, the sixth side flange The splicing plate, the third upper flange splicing plate and the third lower flange splicing plate are respectively provided with bolt holes; The third beam end upper cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the third beam end upper cover plate are respectively Cooperate with the bolt holes on the third upper flange splicing plate and the bolt holes on the channel steel beam; The third beam end lower cover plate used to connect two channel steel beams extending in two perpendicular directions includes two perpendicular parts, and the bolt holes arranged on the third beam end lower cover plate are respectively Cooperate with the bolt holes on the third lower end flange splicing plate and the bolt holes on the channel steel beam, wherein The bolt holes on the fifth side flange splicing plate and the sixth side flange splicing plate respectively cooperate with the bolt holes on the first side flange splicing plate and the second side flange splicing plate, The combination of the corner column node and the center column node is arranged on the periphery of the joint of the bottom flange column and the standard floor flange column. 8. The frame structure according to claim 1, characterized in that, the frame structure further comprises: a plurality of steel frames and concrete layers, the concrete layer is arranged on the specification board, and the steel frames include: A steel skeleton formed by interconnecting the first steel plate and the second steel plate; A plurality of bolts are installed on the first steel plate and fixed on the bolt holes of the channel steel beam; A plurality of pins are arranged on the second steel plate, and the pins are bonded to the concrete layer. 9. The frame structure according to claim 1, wherein the channel steel beam is a honeycomb channel steel beam.