CN113530314A - Prefabricated module unit and data center - Google Patents

Prefabricated module unit and data center Download PDF

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Publication number
CN113530314A
CN113530314A CN202110839951.8A CN202110839951A CN113530314A CN 113530314 A CN113530314 A CN 113530314A CN 202110839951 A CN202110839951 A CN 202110839951A CN 113530314 A CN113530314 A CN 113530314A
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China
Prior art keywords
frame body
space
layer
layer frame
modular unit
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CN202110839951.8A
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Chinese (zh)
Inventor
陈继军
巫浩
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Huawei Digital Power Technologies Co Ltd
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Huawei Technologies Co Ltd
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Priority to CN202110839951.8A priority Critical patent/CN113530314A/en
Publication of CN113530314A publication Critical patent/CN113530314A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34807Elements integrated in a skeleton
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B2001/34892Means allowing access to the units, e.g. stairs or cantilevered gangways
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • E04H2005/005Buildings for data processing centers

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Assembled Shelves (AREA)

Abstract

The application provides a prefabricated modular unit and a data center. The prefabricated module unit comprises a top layer frame body, a bottom layer frame body and an upright post connected between the top layer frame body and the bottom layer frame body, and an accommodating space is defined by the top layer frame body, the bottom layer frame body and the upright post; the top layer frame body comprises a top part and a bottom part which are parallel to the direction of the upright post, and the bottom part is arranged between the top part and the bottom layer frame body; the accommodating space is divided into two parts by the top and the bottom with height difference, a first subspace is formed between the bottom and the top, and a second subspace is formed between the bottom and the bottom layer frame body. According to the technical scheme, the space utilization rate inside the prefabricated modular data center can be improved on the basis that the preset modular data center has good working performance.

Description

Prefabricated module unit and data center
Technical Field
The application relates to the technical field of prefabricated modular data centers, in particular to a prefabricated modular unit and a data center.
Background
With the vigorous development of the industries such as the internet, big data, cloud computing, the internet of things, artificial intelligence and the like, the construction requirement of a data center is increased explosively, and the traditional data center construction mode can not meet the requirement of the era gradually due to the characteristics of long construction period, poor flexibility, high cost, inconvenient maintenance and management and the like, so that the prefabricated modular data center is produced. The computing power of the prefabricated modular data center is positively correlated with the size of the available space, so that the working performance of the prefabricated modular data center is remarkably reduced along with the reduction of the available space. How to improve the space utilization rate inside the prefabricated modular data center on the basis of ensuring that the preset modular data center has good working performance is a subject continuously explored in the industry.
Disclosure of Invention
The embodiment of the application provides a prefabricated modular unit and a data center, and the space utilization rate inside the prefabricated modular data center can be improved on the basis of ensuring that the prefabricated modular data center has good working performance.
At present, the bottom plate that is close to the bottom surface in the prefabricated modular unit is walked the line for the inside of adaptation prefabricated modular unit, can be corresponding to set up to the structure of unevenness, the structure of unevenness can get into to preset the inside serious hindrance that causes of modular unit for the staff, so can put up one deck overhead plate again above the bottom plate, form planar structure for the staff business turn over, this sets up down, because the setting of overhead plate, can lead to the inside available space of prefabricated modular unit to diminish, space utilization reduces, the holistic power density of prefabricated modular data center also can reduce to some extent.
The technical solution provided by the present application can effectively solve the above problems, which will be further described below.
In a first aspect, the present application provides a prefabricated modular unit, which includes a top frame body, a bottom frame body, and a column connected between the top frame body and the bottom frame body, wherein the top frame body, the bottom frame body, and the column together enclose an accommodating space;
the top layer frame body comprises a top part and a bottom part which are parallel to the direction of the upright post, and the bottom part is arranged between the top part and the bottom layer frame body;
through have the difference in height the top with the bottom will accommodating space divides into two parts, the bottom with constitute first subspace between the top, the bottom with constitute the second subspace between the bottom support body, wherein, the difference in height is that the vertical distance between the top of top layer support body and the bottom support body is inequality with the vertical distance between the bottom of top layer support body and the bottom support body.
Because the top of top layer support body can supply two adjacent prefabricated modular units to connect, so the top of top layer support body for the bottom of top layer support body, can produce the relation of connection for among the prefabricated modular unit and adjacent prefabricated modular unit, and the peripheral size's of demarcation prefabricated modular unit boundary portion is drawn. That is, the top of the top layer frame body, the bottom layer frame body and the upright column can jointly enclose the accommodating space.
And the top of the top layer frame body and the bottom of the top layer frame body are two ends of the top layer frame body in the direction parallel to the upright posts, and the bottom of the top layer frame body is arranged between the top of the top layer frame body and the bottom layer frame body. That is, the vertical distance between the top of the top shelf and the bottom shelf is not the same as the vertical distance between the bottom of the top shelf and the bottom shelf, so that there is a vertical distance difference between the top of the top shelf and the bottom of the top shelf. Based on this, the top layer frame body can stretch out a certain vertical space through the vertical distance difference between the top part and the bottom part in the direction parallel to the upright posts.
And through the top and the bottom that set up to have the difference in height, can separate into two parts spaces with accommodating space, wherein, the top of top layer support body, the first subspace can be enclosed out to the bottom of stand and top layer support body, and the second subspace can be enclosed out to the bottom of top layer support body, stand and bottom support body.
When the space dimensions of the two parts of spaces are considered according to the height of the human body of a worker, the first sub-space surrounded by the top of the top layer frame body, the upright post and the bottom of the top layer frame body is a space which is less involved by the worker in the accommodating space, the part of space can be utilized by utilizing the height difference between the top and the bottom in the part of space, and one or more devices of a ventilating duct, a wire frame, a cable, a bus, an exhaust system, a cable and the like are arranged in the part of space. And the second subspace that bottom, stand and the bottom support body of top layer support body were enclosed is the activity space that is more suitable for the staff activity among the accommodating space, and in this partial space, the staff can remove conveniently, operation such as transport, maintenance, and suitable space can provide good stationarity and reliability for staff's removal.
Through separating accommodating space into two different functional regions, can standardize the overall arrangement space of functional module and staff's activity space in the bottom of prefabricated modular unit, walk the available space overall arrangement of line or system such as electric power, exhaust at prefabricated modular unit's top. On one hand, the method can be distinguished from the prior art that the wiring space is arranged at the bottom, so that an overhead board for providing the moving stability of workers needs to be additionally arranged, the height of the bottom layer frame body can be matched with the height of the bottom plate arranged on the bottom layer frame body, the bottom plate arranged on the bottom layer frame body can provide good flatness on the basis of not additionally occupying space, the space layout in the accommodating space is not influenced by the obvious upright column structure in the accommodating space caused by the fact that the bottom beam protrudes out of the bottom plate, the space size and the cost occupied by additionally arranging the elevating plate can be effectively reduced, therefore, larger movable space and more compact functional modules in layout can be provided for workers in the limited space, the space utilization rate in the prefabricated module units is effectively improved, and the overall power density of the data center is favorably improved. On the other hand, the wiring space is distributed at the top of the prefabricated modular unit, the layout space of the functional modules at the bottom of the prefabricated modular unit and the activity space of workers can be avoided, the idle space at the top of the prefabricated modular unit can be effectively utilized, wiring or electric power and air exhaust systems are correspondingly arranged, the available space inside the prefabricated modular unit is enlarged, and the working reliability is good.
For example, the first subspace may be a hanging space, and each device disposed in the first subspace may be hung inside the first subspace by being hung on the top plate. The second subspace may be a bearing space, and each device disposed in the second subspace may be fixedly disposed inside the second subspace through bearing of the bottom plate.
In a possible embodiment, the top shelf body comprises two oppositely arranged first longitudinal beams and two oppositely arranged first cross beams connected between the two first longitudinal beams, and the dimension of each of the two first longitudinal beams in the extending direction thereof is larger than the dimension of each of the two first cross beams in the extending direction thereof.
The height of each first longitudinal beam of the two first longitudinal beams is larger than that of each first transverse beam of the two first transverse beams, the height is parallel to the size of the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams.
From this, through the height that changes first longeron for can have the difference in height between first longeron and the first crossbeam, and then make the top layer support body can stretch out certain perpendicular space, be favorable to the follow-up top that makes the top layer support body, stand and the bottom of top layer support body enclose out first subspace jointly. Under this setting, through making the beam structure who constitutes the top layer support body have the difference in height and can make the top layer support body possess the structural condition that realizes prefabricated modular unit inner space and cut apart, simple structure and good reliability.
In addition, do not change the height of first crossbeam and also can make first crossbeam, stand and first longeron constitute jointly and get into the inside opening of first subspace, can for if air pipe, line frame, the cable, the generating line, exhaust system, refrigerating system, the arrangement of all kinds of walking in the electric power system lets out certain activity space and provides the guide effect, make aforementioned all kinds of equipment can follow the terminal surface of prefabricated module unit and get into the top of top layer support body smoothly, inside the first subspace that the bottom of stand and top layer support body enclosed jointly, be favorable to the inside space setting of rational utilization prefabricated module unit.
Or the height of each first longitudinal beam in the two first longitudinal beams is the same as that of each first transverse beam in the two first transverse beams, the height is parallel to the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams and the two first transverse beams.
From this, through the height that changes first longeron and first crossbeam for the high whole height that is greater than the bottom support body of top layer support body, and then make the top layer support body can stretch out certain perpendicular space, be favorable to the follow-up top that makes the top layer support body, stand and the bottom of top layer support body enclose out first subspace jointly. Under this sets up, can make the top layer support body possess the structural condition who realizes prefabricated module unit inner space and cut apart through structural deformation, simple structure and good reliability.
Or the height of each first longitudinal beam in the two first longitudinal beams is greater than that of one of the two first cross beams and equal to that of the other of the two first cross beams, the height is a dimension parallel to the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams and the other of the two first cross beams.
From this, through the height that changes first longeron and first crossbeam for the high whole height that is greater than the bottom support body of top layer support body, and then make the top layer support body can stretch out certain perpendicular space, be favorable to the follow-up top that makes the top layer support body, stand and the bottom of top layer support body enclose out first subspace jointly. Under this sets up, can make the top layer support body possess the structural condition who realizes prefabricated module unit inner space and cut apart through structural deformation, simple structure and good reliability.
In addition, the height of one of the first cross beams is smaller than that of the other first cross beam, so that the first cross beam, the stand column and the first longitudinal beam jointly form an opening entering the first subspace, a certain movable space can be formed for arrangement of various wiring in a ventilation pipeline, a wire frame, a cable, a bus, an exhaust system, a refrigeration system and an electric power system, and a guiding effect is provided, so that various devices can smoothly enter the top of the top layer frame body from the end face of the prefabricated module unit, and the stand column and the bottom of the top layer frame body jointly enclose the inside of the first subspace, and the space arrangement inside the prefabricated module unit is favorably and reasonably utilized.
In a possible embodiment, each of the two first longitudinal beams is a solid structure, that is, the first longitudinal beam itself is a solid structure without a hollow area, except for a hole-type structure or a groove-type structure for installation, positioning and the like on the first longitudinal beam. Therefore, on the one hand, the first longitudinal beam is not provided with a complex structure, the whole process is simple, and the whole processing and production efficiency of the frame can be improved. On the other hand, the overall strength of the first longitudinal beam is more excellent, the overall yield strength of the frame is guaranteed, the frame is not prone to bending deformation, the overall mechanical strength of the preset module unit is improved, the outdoor scene with complicated and variable environmental conditions can be suitable for, and the application requirements of the prefabricated module unit under multiple scenes are improved.
Or each of the two first longitudinal beams is of a hollow structure, that is, the first longitudinal beam is provided with one or more hollow areas. Through setting up first longeron into hollow out construction, can reduce the material manufacturing cost and the administrative cost of first longeron on the basis of guaranteeing whole mechanical strength, be favorable to improving production efficiency, can also make the height of first longeron on the basis of satisfying the demand, have diversified structural deformation probably, be favorable to adapting to prefabricated module unit's many scenes application demand.
In one possible embodiment, each of the two first longitudinal beams comprises a first layer of frames, a second layer of frames and a web structure;
adjacent two are connected to the first layer support body first crossbeam, second floor frame body lamination sets up the first layer support body with just connect adjacent two between the bottom support body the stand, the web member structural connection be in the first layer support body with between the second floor frame body, the web member structure with the first layer support body reaches the clearance region between the second floor frame body forms the fretwork district.
It will be appreciated that in this embodiment, the first tier shelf cooperates with the first beam to form the top of the top tier shelf and the second tier shelf forms the bottom of the top tier shelf. And first layer support body and second floor frame body interval set up, and the interval distance between first layer support body and the second floor frame body can decide the height of first longeron, specifically, the interval distance between first layer support body and the second floor frame body is big more, and the height of first longeron is higher, and the interval distance between first layer support body and the second floor frame body is little less, and the height of first longeron is lower. The height of the first longitudinal beam determines the proportion of the first subspace occupying the accommodating space, and specifically, the higher the height of the first longitudinal beam is, the greater the specific gravity of the first subspace occupying the accommodating space is, and the lower the height of the first longitudinal beam is, the smaller the specific gravity of the first subspace occupying the accommodating space is.
From this, can carry out nimble adjustment to the height of first longeron through the interval distance between adjustment first layer support body and the second floor support body, and then can adjust the proportion that first subspace accounts for accommodating space, be favorable to the inner space of rational utilization prefabricated modular unit, space utilization is high. And web member structural connection is between first layer support body and second floor support body, can make first layer support body and second floor support body pass through the connection effect of web member structure and connect each other, and then when first layer support body atress, the power can be passed through the web member structure and transmitted on the second floor support body, and then makes second floor support body can share the atress for first layer support body to guarantee that first longeron wholly possesses better structural stability, the reliability is good. And the hollow area that forms between web member structure and first layer support body and the second floor support body can be on the basis of guaranteeing the intensity of first longeron, and furthest's reduction first longeron's manufacturing cost is favorable to improving the holistic production efficiency of prefabricated module unit.
In a possible embodiment, the extension direction of the web member structure and the extension direction of the first layer of frame body are obliquely arranged, which is equivalent to the extension direction of the web member structure and the extension direction of the second layer of frame body also being obliquely arranged. The web member structure that the slope set up can make and reach diversified relation of connection between first layer support body and the second floor support body, can adjust the inclination between web member structure and first layer support body or the second floor support body according to the application scene of difference, is favorable to improving the application demand under the multi-scene.
In a possible embodiment, the included angle between the web member structure and the first layer frame body is in an angle range of 30 degrees to 90 degrees. Including 30 deg. and 90 deg. end points.
From this, the load can evenly distributed and the atress that first longeron is comparatively even on first longeron when web member structure and first layer support body are at 30 ~ 90 within ranges. When the included angle of the web member structure and the first layer of frame body exceeds the range, the web member structure is stressed or deformed insufficiently, and the anti-seismic effect is poor.
Exemplarily, the extending direction of web member structure sets up with the extending direction of first layer support body is perpendicular, and from this, the power that first layer support body received can transmit for the second layer support body with the shortest distance to can shorten the required distance of transmission power, the practicality is strong. Or the included angle between the extending direction of the web member structure and the extending direction of the first layer frame body is in the range of 30-60 degrees, so that the application requirements under multiple scenes are well met.
In a possible embodiment, the web member structure includes a plurality of substructures, each of the plurality of substructures is connected between the first layer of frame body and the second layer of frame body, and the extending directions of two adjacent substructures are arranged in parallel, or the extending directions of two adjacent substructures intersect.
It is understood that two adjacent substructures may be spaced apart from each other or connected to each other. The plurality of substructures are arranged and dispersed at each position between the first layer frame body and the second layer frame body, so that each position on the first layer frame body is provided with the substructure capable of converting stress. Therefore, the first layer of frame body and the second layer of frame body can be connected in a balanced mode, the load of the first longitudinal beam is uniformly distributed on the first layer of frame body and the second layer of frame body, the whole stress is uniform, the better bending resistance of the prefabricated module unit is achieved, and the situation that the prefabricated module unit fails due to the fact that the connecting strength of a certain position of the first longitudinal beam is weak can be avoided when an earthquake occurs.
Illustratively, the extending directions of two adjacent substructures may be arranged in parallel. Alternatively, the extending directions of two adjacent substructures may intersect. It should be understood that the angle range of the included angle between two adjacent substructures may be in the range of 0 ° to 180 °, and a V-shaped symmetric or asymmetric structure may be present, which is not limited strictly. Including 0 deg. and 180 deg. end points.
In a possible embodiment, the distance between the first layer of shelves and the second layer of shelves is in the range of 300mm to 900 mm. Including 300mm and 900mm end points.
It can be understood that, when the interval between the first layer of support body and the second layer of support body is too big, can make first subspace occupy accommodating space's proportion grow, reduce staff's activity space and function module's installation space. When the distance between the first layer of frame body and the second layer of frame body is too small, the proportion of the first sub-space occupying the accommodating space is reduced, so that the first sub-space does not have enough space to accommodate one or more combinations of an exhaust system, an electric power system, a refrigeration system, a cable and a wire frame. And the interval setting between the first layer of support body and the second layer of support body is in aforementioned scope, can make the proportion of the shared accommodation space of first subspace and second subspace reach excellent balance, be favorable to furthest with one of them subspace occupy the too big or undersize of the proportion of accommodation space and lead to the prefabricated modular unit appear the space utilization inadequately and the possibility that the space waste condition that leads to takes place reduces to minimum to the space in the better utilization prefabricated modular unit.
In a possible embodiment, the prefabricated modular units further comprise a connecting structure, the connecting structure is connected to the top of the top shelf body through a guide column, and the connecting structure is used for connecting two adjacent prefabricated modular units.
Because connection structure is independent structure, on being connected to first layer support body with connection structure, can be when a plurality of prefabricated modular unit pile up perpendicularly, through connection structure's interval effect, and pull open the clearance between two adjacent prefabricated modular unit, the size in clearance can be based on factors such as connection structure's thickness, data center's bulk strength, applied data center's space size and design, does not do strict limitation to this.
For example, the connecting structure is provided with a guide hole, when two prefabricated modular units are vertically stacked, positioning holes can be punched on the first layer frame body of the prefabricated modular unit located below and the bottom layer frame body of the prefabricated modular unit located above, the guide hole is aligned with the positioning hole, and then two adjacent prefabricated modular units can be connected with each other through the connection of the guide columns. When two prefabricated modular unit transversely splice, can be through beating the locating hole for the first layer support body of two prefabricated modular unit respectively to make connection structure arrange in on the first layer support body of two adjacent prefabricated modular unit, and make guiding hole and locating hole align, and then can make two adjacent prefabricated modular unit connect each other through the connection of guide post. With the arrangement, the fixing mode is simple, the cost is low, and the operation is convenient. Wherein, the guide post can be a bolt.
It should be noted that, the number of connection structure can be one or more, and when connection structure is a plurality of, a plurality of connection structure can each position on first layer support body by interval distribution, can provide balanced connection for first longeron to strengthen the joint strength of each position department of first longeron, avoid connection structure to concentrate the setting and lead to the concentrated transmission of power, cause prefabricated module unit impaired, influence data center's stability.
In a possible embodiment, the first sub-space is used for accommodating one or more of an exhaust system, an electric system, a refrigeration system, a cable and a wire rack, and the second sub-space is used for accommodating a functional module.
Illustratively, the height of a first subspace enclosed by the top of the top layer frame body, the upright post and the bottom of the top layer frame body is smaller than the height of a second subspace enclosed by the bottom of the top layer frame body, the upright post and the bottom layer frame body, wherein the height is a dimension parallel to the upright post direction, namely, a dimension in the vertical direction. In other words, the size of the space defined by the top of the top layer frame body, the upright post and the bottom of the top layer frame body is smaller than the size of the space defined by the bottom of the top layer frame body, the upright post and the bottom layer frame body. From this, can make the second subspace that the bottom of top layer support body, stand and bottom support body enclose jointly and hold the functional module and provide staff's activity space as main space, and make the top of top layer support body, stand and the bottom of top layer support body enclose jointly the first subspace that establishes as auxiliary space and hold one or more's combination in air pipe, line frame, cable, generating line, exhaust system, refrigerating system, the electric power system. Under this setting, each equipment of reasonable layout can effectively avoid the inside space waste of prefabricated modular unit for the inside available space of prefabricated modular unit furthest is utilized, and space utilization is high.
In a second aspect, the present application further provides a data center, where the data center includes a functional module and the prefabricated modular unit, and the functional module is located inside the prefabricated modular unit.
It can be understood that the functional modules disposed in the box body can be divided into: equipment modules, power supply modules, battery modules, corridor modules, stair modules, office modules, MEP (Mechanical and plumb) modules, and the like.
Specifically, equipment such as a cabinet and refrigeration equipment is generally disposed inside the equipment module. The Power Supply module is usually provided with a transformer, a battery, a medium voltage device, an Uninterruptible Power Supply (UPS), and other devices. The MEP modules are typically provided with power cables, ventilation equipment, fire pipes, water pipes, etc. The corridor module is usually internally provided with a walkway, and the walkway can be used for workers to enter the data center to carry, overhaul, maintain and the like all equipment in the data center. The stair module is usually internally provided with a stair, and the stair can contact different floors in the data center as a component for vertical traffic between floors, so that workers can walk on different floors in the data center.
Drawings
FIG. 1 is a simplified schematic illustration of a data center provided by an embodiment of the present application;
FIG. 2 is a schematic diagram illustrating a distribution of functional modules in a data center according to an embodiment of the present application;
FIG. 3 is a schematic diagram of functional modules of a data center provided in an embodiment of the present application;
FIG. 4 is another schematic block diagram of a data center provided by an embodiment of the present application;
FIG. 5 is a schematic diagram of a prefabricated modular unit according to an embodiment of the present application;
FIG. 6 is an angular schematic view of a prefabricated modular unit according to embodiments of the present application;
FIG. 7 is a schematic view of a portion of a prefabricated modular unit provided by an embodiment of the present application;
FIG. 8 is another schematic structural diagram of a prefabricated modular unit provided by embodiments of the present application;
FIG. 9 is a schematic view of a first stringer of a prefabricated modular unit according to an embodiment of the present disclosure;
FIG. 10 is another schematic structural view of a first stringer of a prefabricated modular unit provided in accordance with embodiments of the present application;
FIG. 11 is a schematic view of another configuration of a first stringer of a prefabricated modular unit provided in accordance with an embodiment of the present disclosure;
FIG. 12 is a schematic view of another embodiment of a first stringer of a prefabricated modular unit according to the present disclosure;
FIG. 13 is a fifth structural schematic view of a first stringer of a prefabricated modular unit provided in accordance with embodiments of the present disclosure;
FIG. 14 is a sixth schematic view of a first stringer of a prefabricated modular unit according to an embodiment of the present disclosure;
FIG. 15 is a schematic view of a portion of a prefabricated modular unit provided by an embodiment of the present application;
FIG. 16 is a schematic structural view of a connection structure of prefabricated modular units provided by an embodiment of the present application;
FIG. 17 is a schematic view of a prefabricated modular unit provided by an embodiment of the present application in a vertically stacked state;
fig. 18 is a schematic view of the prefabricated module units provided by the embodiment of the application in a transverse assembling state.
Detailed Description
For convenience of understanding, terms referred to in the embodiments of the present application are first explained.
And/or: only one kind of association relationship describing the associated object, indicates that there may be three kinds of relationships, for example, a and/or B, may indicate: a exists alone, A and B exist simultaneously, and B exists alone.
A plurality of: two or more than two.
Connecting: it should be understood that, for example, A and B are connected, either directly or indirectly through an intermediate.
Prefabricating a modular data center: the modular implementation mode is adopted, the data center is divided into a plurality of parts, the assembly and combination of infrastructure units in each part can be completed in a factory, and the data center can be put into use after being stacked and assembled again on site.
Prefabricating a module unit: the basic units that make up a prefabricated modular data center can support individual transport.
The following description of the embodiments of the present application will be made with reference to the accompanying drawings.
With the rapid growth of social economy and the global explosive development of data center industry, the development and construction of data centers gradually enter a high-speed period. The data center is an important strategic resource as human resources and natural resources, and in the data center industry in the information age, data can be better understood and applied only by applying data in a large scale and flexibly.
In the high-speed development of data centers, the application of the prefabricated modular data centers is more and more extensive, the prefabricated modular data centers are used as a new mode for data center construction, a modular design concept is adopted, various physical scenes and business scenes which cannot be met by the traditional civil engineering mode data centers are overcome, the prefabricated modular data centers can be directly applied outdoors, and the prefabricated modular data centers have the remarkable advantages of quick deployment and flexible capacity expansion.
The prefabricated modular data center can divide the data center into a plurality of prefabricated modular units according to the size of a container, the structural design of each prefabricated modular unit needs to meet the functions of splicing, laminating and free combination, namely, the plurality of prefabricated modular units can be spliced and laminated into a whole to form the prefabricated modular data center.
At present, the bottom plate that is close to the bottom surface in the prefabricated modular unit is walked the line for the inside of adaptation prefabricated modular unit, can be corresponding to set up to the structure of unevenness, the structure of unevenness can get into to preset the inside serious hindrance that causes of modular unit for the staff, so can put up one deck overhead plate again above the bottom plate, form planar structure for the staff business turn over, this sets up down, because the setting of overhead plate, can lead to the inside available space of prefabricated modular unit to diminish, space utilization reduces, the holistic power density of prefabricated modular data center also can reduce to some extent.
Based on this, embodiments of the present application provide a preset modular unit and a data center using the preset modular unit, which can improve the space utilization rate inside a prefabricated modular data center on the basis of ensuring that the preset modular data center has good working performance. The specific configuration of the inside of the data center will be described in detail below with the data center as an abbreviation of a preset modular data center.
Referring to fig. 1 and 2, the data center 200 includes a plurality of prefabricated module units 100 and a plurality of function modules 210, wherein the plurality of function modules 210 are accommodated in the plurality of prefabricated module units 100 to form a basic unit with corresponding functions. While for each prefabricated modular unit 100, its own structural assembly and integrated prefabrication of internal equipment can be done at the factory. For example, each prefabricated modular unit 100 may include a frame and wall panels mounted to the frame to form a box for receiving the functional modules 210. After each box is configured with the functional modules 210, the boxes can be transported to the site individually, and then stacked and spliced to form a complete data center 200. That is, a plurality of prefabricated module units 100 are arranged in a horizontal direction and stacked in a vertical direction to form the data center 200 having a multi-layer structure.
After the data center 200 is built, the shape of the data center is similar to that of a building with multiple stories, and the shape is favorable for structural stability and installation reliability of the data center 200. Here, the lateral arrangement may be understood as assembling a plurality of prefabricated modular units 100 in a direction parallel to the ground, and the longitudinal stacking may be understood as assembling a plurality of prefabricated modular units 100 in a direction perpendicular to the ground.
The functional modules 210 disposed in the box body may be divided into: equipment modules, power supply modules, battery modules, corridor modules, stair modules, office modules, MEP (Mechanical and plumb) modules, and the like.
Illustratively, as shown in fig. 3, fig. 3 schematically depicts several basic aspects of the functional module 210, including an equipment module, a power module, a battery module, an MEP module, a corridor module, and a stair module, wherein the power module and the battery module may be power supply modules in the data center 200.
Specifically, equipment such as a cabinet and refrigeration equipment is generally disposed inside the equipment module. The Power Supply module is usually provided with a transformer, a battery, a medium voltage device, an Uninterruptible Power Supply (UPS), and other devices. The MEP modules are typically provided with power cables, ventilation equipment, fire pipes, water pipes, etc. The corridor module is usually provided with a walkway inside, and the walkway can be used for workers to enter the data center 200 and carry, overhaul, maintain and the like all the equipment inside the data center 200. The stair module is usually provided with a stair inside, and the stair is used as a member for vertical traffic between floors and can contact different floors in the data center 200, so that workers can walk on different floors inside the data center 200.
In one possible embodiment, as shown in fig. 2, fig. 2 schematically depicts one possibility of an arrangement of one of the levels of prefabricated modular units 100 of the data center 200, within which the corridor, power, stair and equipment modules are arranged, it being understood that the number, arrangement and relative positional relationship of the corridor, power, stair and equipment modules are only schematic and do not represent the actual number and connection relationship between each.
The equipment modules are arranged side by side and are arranged in the middle area in a centralized mode in the layer. The number of the stair modules is two, and the two stair modules are respectively distributed on two opposite sides of the equipment modules. The number of the power supply modules is four, the four power supply modules are grouped in pairs and respectively distributed on one side of two stair modules away from the equipment module, namely, the two power supply modules are distributed on one side of one stair module away from the equipment module, and the other two power supply modules are distributed on one side of the other stair module away from the equipment module. The number of the corridor modules is also multiple, the corridor modules are arranged in a row and are intensively configured at one side of the other three types of functional modules 210, so that a worker can monitor the operating states of the other three types of functional modules 210 in time through connection of the corridor modules, and carry, overhaul and maintain the other three types of functional modules 210 according to the operating states of the other three types of functional modules 210.
It should be noted that the corresponding relationship between the functional module 210 and the prefabricated modular unit 100 may be that one functional module 210 is disposed in one prefabricated modular unit 100 and is disposed in a one-to-one correspondence manner, or that a plurality of functional modules 210 are disposed in one prefabricated modular unit 100 and are disposed in a many-to-one correspondence manner. It is only necessary to provide the functional module 210 inside each prefabricated module unit 100, and this is not strictly limited.
Illustratively, as shown in fig. 4, the data center 200 may be constructed of a plurality of prefabricated modular units 100 arranged laterally and stacked longitudinally to form a three-tier architecture, each tier including the same number of prefabricated modular units 100. It should be understood that fig. 4 is only a schematic diagram illustrating that a plurality of prefabricated module units 100 may be assembled to form a data center 200 with a multi-layer architecture, and the specific number of layers of the data center 200 is not limited to the three-layer architecture shown in fig. 4, and may also be configured as a two-layer architecture, a four-layer architecture, a five-layer architecture, or an architecture with more than five layers, and the specific number of layers of the data center 200 may be selected according to various factors such as actual assembly requirements, and the size of a space of a scene, and is not limited thereto.
It should be noted that, the data center 200 is usually laid out in an outdoor scene, but the layout of the data center 200 is not limited to the outdoor scene, and all the scene applications that can meet the requirements of the construction of the data center 200 and the layout conditions for laying out the data center 200 belong to the scope protected by the embodiments of the present application, and are not strictly limited thereto.
The structure of the prefabricated modular unit 100 will be described below by taking one of the prefabricated modular units 100 as an example, and in the following description, the structural improvement of the prefabricated modular unit 100 in the embodiment of the present application can be applied to other prefabricated modular units 100 of the data center 200 without conflict, and the present application is not limited thereto. And fig. 5-17 described below, it is possible to retain only the frames 10 of the prefabricated module units 100 and remove the internal functional modules 210 and/or wall boards, so as to enable a plurality of frames 10 to be spliced into the basic architecture of the integrated data center 200, wherein the dotted lines in fig. 5 and 6 may represent the boundary lines dividing the accommodating space 14, and the dotted lines are taken as the boundary lines, and the part on one side of the dotted lines belongs to the first subspace 141, and the part on the other side of the dotted lines belongs to the second subspace 142.
Referring to fig. 5, 6 and 7 in combination, the prefabricated modular unit 100 includes a frame 10, a top plate 30 and a bottom plate 40, the top plate 30 being connected to the top of the frame 10, and the bottom plate 40 being connected to the bottom of the frame 10. Wherein the top panel 30 and the bottom panel 40 are both wall panel structures of the prefabricated modular unit 100.
Specifically, the frame 10 includes a top frame body 11 and a bottom frame body 12, and a pillar 13 connected between the top frame body 11 and the bottom frame body 12. The top shelf 11 may be understood as a shelf on the side away from the ground when the prefabricated modular unit 100 is placed on the ground, and the bottom shelf 12 may be understood as a side shelf close to the ground when the prefabricated modular unit 100 is placed on the bottom.
The top deck frame 11 includes two first longitudinal beams 113 and two first cross beams 114, the two first longitudinal beams 113 are disposed oppositely, the two first cross beams 114 are disposed oppositely and connected between the two first longitudinal beams 113, and the two first longitudinal beams 113 and the two first cross beams 114 are connected end to end according to the connection relationship of "first longitudinal beam 113-first cross beam 114-first longitudinal beam 113-first cross beam 114" to form the top deck frame 11 of the prefabricated module unit 100. In other words, the top shelf 11 is the top beam structure of the prefabricated modular unit 100.
And the dimension of each of the two first longitudinal beams 113 in the extending direction thereof is larger than the dimension of each of the two first cross beams 114 in the extending direction thereof 114. The extending direction of the first longitudinal beam 113 is perpendicular to the extending direction of the first cross beam 114, the dimension of the first longitudinal beam 113 along the extending manner thereof can be understood as the length of the first longitudinal beam 113, and the dimension of the first cross beam 114 along the extending direction thereof can be understood as the length of the first cross beam 114.
In other words, comparing the lengths of both the first longitudinal beam 113 and the first cross beam 114, the first longitudinal beam 113 is a beam structure having a longer length than the first cross beam 114. It should be noted that the dimension of each first longitudinal beam 113 along the extending direction thereof may also be the same as the dimension of each first transverse beam 114 along the extending direction thereof, and may be selected according to actual situations, and is not strictly set.
The bottom shelf body 12 comprises two second longitudinal beams 121 and two second cross beams 122, the two second longitudinal beams 121 are oppositely arranged, the two second cross beams 122 are oppositely arranged and connected between the two second longitudinal beams 121, and the two second longitudinal beams 121 and the two second cross beams 122 are connected end to end according to the connection relationship of the second longitudinal beams 121-the second cross beams 122-the second longitudinal beams 121-the second cross beams 122 "to form the bottom shelf body 12 of the prefabricated module unit 100. In other words, the sub-frame 12 is the bottom beam structure of the prefabricated modular unit 100.
And each of the two second longitudinal beams 121 has a dimension in the extending direction thereof that is greater than a dimension in the extending direction of each of the two second cross beams 122. The extending direction of the second longitudinal beam 121 is perpendicular to the extending direction of the second transverse beam 122, the dimension of the second longitudinal beam 121 along the extending manner thereof can be understood as the length of the second longitudinal beam 121, and the dimension of the second transverse beam 122 along the extending direction thereof can be understood as the length of the second transverse beam 122.
In other words, comparing the lengths of both the second longitudinal beam 121 and the second cross beam 122, the second longitudinal beam 121 is a beam structure having a longer length than the second cross beam 122. That is, the second longitudinal beams 121 are long-side beam structures in the prefabricated module unit 100, and the second transverse beams 122 are short-side beam structures in the prefabricated module unit 100. It should be noted that the dimension of each second longitudinal beam 121 along the extending direction thereof may also be the same as the dimension of each second cross beam 122 along the extending direction thereof, and may be selected according to actual situations, and is not strictly set.
It should be understood that the first longitudinal beam 113 of the top shelf body 11 is disposed to correspond to the second longitudinal beam 121 of the bottom shelf body 12, and the first lateral beam 114 of the top shelf body 11 is disposed to correspond to the second lateral beam 122 of the bottom shelf body 12. That is, the first longitudinal beam 113 of the top stage frame body 11 extends in the same direction and length as the second longitudinal beam 121 of the bottom stage frame body 12, and the first lateral beam 114 of the top stage frame body 11 extends in the same direction and length as the second lateral beam 122 of the bottom stage frame body 12.
The quantity of stand 13 is four, and four stands 13 are connected respectively in four corners departments of top layer support body 11 and bottom support body 12, can make and form actual joint relation between top layer support body 11 and the bottom support body 12. Therefore, the upright column 13, the top shelf 11 and the bottom shelf 12 can cooperate to form a frame structure of the prefabricated module unit 100, and the functional module 210 is disposed in the accommodating space 14 defined by the top shelf 11, the bottom shelf 12 and the upright column 13.
It can be understood that the top plate 30 can be connected to the top 111 of the top shelf 11, and the bottom plate 40 can be connected to the bottom shelf 12, so that when a plurality of prefabricated modular units 100 are vertically stacked, the internal structures of two vertically adjacent prefabricated modular units 100 can be protected by the bottom plate 40 of the upper prefabricated modular unit 100 and the top plate 30 of the lower prefabricated modular unit 100, and the adjacent prefabricated modular units 100 cannot interfere with each other due to the non-shielding structure, thereby having good protection effect.
It should be noted that, depending on the actual application scenario of the prefabricated modular unit 100, the prefabricated modular unit 100 may also have wall panels disposed on the peripheral sides of the prefabricated modular unit 100. That is, according to the actual application scenario of the prefabricated modular unit 100, the number, installation position, and shape structure of the wall panels of the prefabricated modular unit 100 can be flexibly adjusted, so that the prefabricated modular unit 100 is configured as a closed box structure or a semi-closed box structure, which is not strictly limited.
In the embodiment of this application, top layer support body 11, bottom support body 12 and stand 13 connect the box simple structure who forms and intensity accord with prefabricated modular unit 100's intensity demand, can support with a plurality of prefabricated modular unit 100 levels and case connection or perpendicular multilayer pile up to can realize the nimble dilatation in data center 200's space, be favorable to the application demand under the multi-scene. By improving the structure of the top rack 11, the space utilization rate inside the data center 200 can be improved on the basis of ensuring that the data center 200 has good working performance, which will be described in detail below.
Referring to fig. 5, 6 and 7, the top shelf 11 includes a top portion 111 and a bottom portion 112 parallel to the vertical columns 13, the top portion 111 is used for connecting two adjacent prefabricated modular units 100, and the bottom portion 112 is disposed between the top portion 111 and the bottom shelf 12, i.e., the vertical distance between the bottom portion 112 and the bottom shelf 12 is smaller than that between the top portion 111 and the bottom shelf 12. The bottom 112 is used as a boundary for dividing the inner space of the accommodating space 14, a first sub-space 141 is formed between the bottom 112 and the top 111, and a second sub-space 142 is formed between the bottom 112 and the bottom shelf 12.
Since the top 111 of the top shelf 11 can be connected to two adjacent prefabricated modular units 100, the top 111 of the top shelf 11 is connected to the adjacent prefabricated modular units 100 in the prefabricated modular units 100 with respect to the bottom 112 of the top shelf 11, and defines the boundary of the peripheral dimension of the prefabricated modular units 100. That is, the top 111 of the top frame 11, the bottom frame 12 and the vertical column 13 can collectively define the receiving space 14.
And the top 111 of the top shelf 11 and the bottom 112 of the top shelf 11 are two ends of the top shelf 11 in a direction parallel to the vertical column 13, and the bottom 112 of the top shelf 11 is disposed between the top 111 of the top shelf 11 and the bottom shelf 12. That is, the vertical distance between the top 111 of the top shelf 11 and the bottom shelf 12 is not the same as the vertical distance between the bottom 112 of the top shelf 11 and the bottom shelf 12, so that there is a difference in vertical distance between the top 111 of the top shelf 11 and the bottom 112 of the top shelf 11. Based on this, the top shelf 11 can be stretched out a certain vertical space by the difference of the vertical distance between the top 111 and the bottom 112 in the direction parallel to the vertical columns 13.
And the accommodating space 14 can be divided into two parts by arranging the top 111 and the bottom 112 of the top shelf 11 with height difference, wherein the first sub-space 141 can be enclosed by the top 111 of the top shelf 11, the upright column 13 and the bottom 112 of the top shelf 11, and the second sub-space 142 can be enclosed by the bottom 112 of the top shelf 11, the upright column 13 and the bottom shelf 12.
When the space dimensions of the two spaces are considered according to the height of the human body of the worker, the first subspace 141 surrounded by the bottom 112 of the top layer frame body 11, the upright post 13 and the bottom layer frame body 12 is a space which is less involved by the worker in the accommodating space 14, the space can be utilized by utilizing the height difference between the top part 111 and the bottom part 112 in the space, and one or more devices of ventilating ducts, wire racks, cables, buses, exhaust systems, cables and the like are arranged in the space. And the second subspace 142 surrounded by the top 111 of the top layer frame body 11, the upright column 13 and the bottom 112 of the top layer frame body 11 is a moving space which is more suitable for the movement of the working personnel in the accommodating space 14, in the part of space, the working personnel can conveniently move, carry, maintain and the like, and the suitable space can provide good stability and reliability for the movement of the working personnel.
By dividing the accommodating space 14 into two different functional areas, the layout space of the functional modules 210 and the activity space of the staff can be standardized at the bottom of the prefabricated modular unit 100, and the available space of the wiring or power, exhaust and other systems can be distributed at the top of the prefabricated modular unit 100. On one hand, the method can be distinguished from the prior art that the wiring space is arranged at the bottom, so that an overhead board for providing the moving stability of workers needs to be additionally arranged, the height of the bottom layer frame body 12 can be matched with the height of the bottom plate 40 arranged on the bottom layer frame body, so that the bottom plate 40 arranged on the bottom layer frame body 12 can provide good flatness on the basis of not occupying extra space, the space layout in the accommodating space 14 is not influenced by the obvious upright post 13 structure in the accommodating space 14 caused by the fact that the bottom beam protrudes out of the bottom plate 40, the space size and the cost occupied by additionally arranging an elevating plate can be effectively reduced, therefore, a larger activity space and a more compact functional module 210 can be provided for workers in a limited space, the space utilization rate in the prefabricated module unit 100 is effectively improved, and the overall power density of the data center 200 is favorably improved. On the other hand, the routing space is arranged at the top of the prefabricated modular unit 100, so that the layout space of the functional module 210 at the bottom of the prefabricated modular unit 100 and the activity space of workers can be avoided, the idle space at the top of the prefabricated modular unit 100 can be effectively utilized, and routing or power, exhaust and other systems are correspondingly arranged, so that the available space inside the prefabricated modular unit 100 is enlarged, and the working reliability is good.
Illustratively, the height of the first sub-space 141 defined by the bottom 112 of the top shelf 11, the pillar 13 and the bottom shelf 12 is smaller than the height of the second sub-space 142 defined by the top 111 of the top shelf 11, the pillar 13 and the bottom 112 of the top shelf 11, wherein the height is a dimension parallel to the pillar 13, that is, a dimension in the vertical direction. In other words, the size of the space defined by the bottom 112 of the top shelf 11, the pillar 13 and the bottom shelf 12 is smaller than the size of the space defined by the top 111 of the top shelf 11, the pillar 13 and the bottom 112 of the top shelf 11.
Therefore, the second subspace 142, which is defined by the top 111 of the top frame 11, the upright post 13 and the bottom 112 of the top frame 11 together, can be used as a main space to accommodate the functional module 210 and provide an activity space for workers, and the first subspace 141, which is defined by the bottom 112 of the top frame 11, the upright post 13 and the bottom frame 12 together, can be used as an auxiliary space to accommodate one or more combinations of a ventilation pipeline, a wire frame, a cable, a bus, an exhaust system, a refrigeration system and an electric power system. With the arrangement, the equipment can be reasonably arranged, and the waste of the space inside the prefabricated modular unit 100 is effectively avoided, so that the available space inside the prefabricated modular unit 100 is utilized to the maximum extent, and the space utilization rate is high.
In one possible embodiment, the first sub-space 141 is a hanging space, and each device disposed in the first sub-space 141 can be hung inside the first sub-space 141 by being hung on the top plate 30. The second subspace 142 is a bearing space, and each device disposed in the second subspace 142 may be fixedly disposed inside the second subspace 142 by being carried by the bottom plate 40.
The possibility of the bottom 112 of the top shelf 11, the upright 13 and the bottom shelf 12 together enclosing the first subspace 141 will be described below by three possible embodiments.
In one possible embodiment, as shown in fig. 7, in the top shelf 11, the height of each first longitudinal beam 113 of the two first longitudinal beams 113 is greater than the height of each first transverse beam 114 of the two first transverse beams 114, and the height of each first longitudinal beam 113 of the top shelf 11 is greater than the height of the corresponding second longitudinal beam 121 of the bottom shelf 12, wherein the height is a dimension parallel to the direction of the vertical column 13. That is, in the top shelf 11, two first cross members 114 and two first longitudinal members 113 cooperate to constitute the top portion 111 of the top shelf 11, and two first longitudinal members 113 cooperate to constitute the bottom portion 112 of the top shelf 11.
Therefore, by changing the height of the first longitudinal beam 113, a height difference can be formed between the first longitudinal beam 113 and the first cross beam 114, so that the top frame 11 can be stretched out to a certain vertical space, which is beneficial to enclosing a part of space by the bottom 112 of the top frame 11, the upright column 13 and the bottom frame 12. With this arrangement, the top frame 11 can have a structural condition for dividing the inner space of the prefabricated module unit 100 by making the beam structures constituting the top frame 11 have a height difference, and the structure is simple and reliable.
In addition, the height of the first cross beam 114 is not changed, so that the first cross beam 114, the upright column 13 and the first longitudinal beam 113 jointly form an opening entering the first subspace 141, a certain moving space can be provided for arrangement of various routing lines in a ventilation pipeline, a line frame, a cable, a bus, an exhaust system, a refrigeration system and an electric power system, and a guiding effect is provided, so that various devices can smoothly enter the bottom 112 of the top layer frame body 11 from the end face of the prefabricated module unit 100, and the upright column 13 and the first subspace 141 enclosed by the bottom layer frame body 12 jointly are favorable for reasonably utilizing the space arrangement inside the prefabricated module unit 100.
In another possible embodiment, in the top shelf 11, the height of each first longitudinal beam 113 of the two first longitudinal beams 113 is the same as the height of each first transverse beam 114 of the two first transverse beams 114, the height of each first longitudinal beam 113 of the top shelf 11 is greater than the height of the corresponding second longitudinal beam 121 of the bottom shelf 12, and the height of each first transverse beam 114 of the top shelf 11 is greater than the height of the corresponding second transverse beam 122 of the bottom shelf 12, wherein the height is a dimension parallel to the direction of the vertical column 13. That is, in the top shelf 11, two first cross members 114 and two first longitudinal members 113 cooperate to constitute the top portion 111 of the top shelf 11, and two first cross members 114 and two first longitudinal members 113 cooperate to constitute the bottom portion 112 of the top shelf 11.
Therefore, by changing the heights of the first longitudinal beam 113 and the first cross beam 114, the height of the top frame 11 is entirely greater than the height of the bottom frame 12, so that the top frame 11 can be stretched to form a certain vertical space, which is beneficial to the following first subspace 141 surrounded by the bottom 112 of the top frame 11, the upright column 13 and the bottom frame 12. With this arrangement, the top frame 11 can be deformed to have a structural condition for dividing the internal space of the prefabricated module unit 100, and the structure is simple and reliable.
In yet another possible embodiment, in the top shelf 11, the height of each of the two first longitudinal beams 113 is greater than the height of one of the two first transverse beams 114 and equal to the height of the other of the two first transverse beams 114. The height of each first longitudinal beam 113 in the top shelf 11 is greater than the height of the corresponding second longitudinal beam 121 in the bottom shelf 12, and the height of each first cross beam 114 in the top shelf 11 is greater than or equal to the height of the corresponding second cross beam 122 in the bottom shelf 12, wherein the height is a dimension parallel to the direction of the vertical column 13. That is, in the top shelf 11, two first longitudinal beams 113 and one first cross beam 114 cooperate to constitute the top portion 111 of the top shelf 11, and two first longitudinal beams 113 and one first cross beam 114 cooperate to constitute the bottom portion 112 of the top shelf 11.
Therefore, by changing the heights of the first longitudinal beam 113 and the first cross beam 114, the height of the top frame 11 is entirely greater than the height of the bottom frame 12, so that the top frame 11 can be stretched to form a certain vertical space, which is beneficial to the following first subspace 141 surrounded by the bottom 112 of the top frame 11, the upright column 13 and the bottom frame 12. With this arrangement, the top frame 11 can be deformed to have a structural condition for dividing the internal space of the prefabricated module unit 100, and the structure is simple and reliable.
In addition, the height of one of the first beams 114 is smaller than that of the other first beam 114, so that the first beam 114, the upright column 13 and the first longitudinal beam 113 jointly form an opening entering the first subspace 141, and a certain moving space and a guiding function can be provided for arrangement of various wires in a ventilation pipeline, a wire frame, a cable, a bus, an exhaust system, a refrigeration system and an electric power system, so that various devices can smoothly enter the bottom 112 of the top layer frame body 11, the upright column 13 and the first subspace 141 enclosed by the bottom layer frame body 12 from the end surface of the prefabricated module unit 100, and the space arrangement inside the prefabricated module unit 100 is favorably and reasonably utilized.
It should be noted that, considering the bending of the beam, when changing the height of the beam constituting the top frame 11, the change of the height of the beam arranged in the long side direction, i.e., the first longitudinal beam 113, is to be considered preferentially, but does not represent that in some application scenarios, the change of the height of the beam arranged in the short side direction, i.e., the first transverse beam 114, cannot be considered preferentially, and the arrangement that the height of the beam of the top frame 11 can be changed and the height of the beam of the top frame 11 is greater than the height of the beam of the bottom frame 12 is within the protection scope of the embodiments of the present application, which is not strictly limited.
Based on the above description, it should be understood that, in the embodiment of the present application, the height of the top frame body 11 is greater than that of the bottom frame body 12 mainly by making the heights of the beams constituting the bottom frame body 12 equal, and making the height of at least one pair of side beams of the four beams constituting the top frame body 11 greater than that of each beam of the bottom frame body 12, so that the accommodating space 14 can be divided into two parts, which is beneficial to improve the space utilization rate inside the prefabricated module unit 100. Wherein, the height of the top shelf 11 is the distance from the top 111 to the bottom 112 of the top shelf 11, that is, the farthest distance from one end to the other end of the top shelf 11 in the direction parallel to the upright 13, which may be equal to the height of the first subspace 141.
In a possible embodiment, as shown in fig. 8, the prefabricated module unit may further include a partition 20, and the partition 20 is connected to the bottom 112 of the top shelf 11 to further facilitate the division of the receiving space 14 by the spacing function of the partition 20.
Referring to fig. 9 and 10, in the embodiment of the present application, the first longitudinal beam 113 may be a solid structure, that is, the first longitudinal beam 113 itself is a solid structure without a hollow area except for a hole-type structure or a groove-type structure for installation and positioning on the first longitudinal beam 113. Therefore, on the one hand, the first longitudinal beams 113 are not provided with complicated structures, the whole process is simple, and the whole processing and production efficiency of the frame 10 can be improved. On the other hand, the overall strength of the first longitudinal beam 113 is more excellent, which is beneficial to ensuring the overall yield strength of the frame 10, so that the frame 10 is not easy to bend and deform, and further the overall mechanical strength of the prefabricated module unit 100 is improved, and the prefabricated module unit is more suitable for outdoor scenes with complicated and changeable environmental conditions, and is beneficial to improving the application requirements of the prefabricated module unit 100 under multiple scenes.
Of course, the first longitudinal beam 113 may also be a hollow structure, that is, one or more hollow areas C may be disposed on the first longitudinal beam 113. Through setting up first longeron 113 into hollow out construction, can reduce first longeron 113's material manufacturing cost and administrative cost on the basis of guaranteeing whole mechanical strength, be favorable to improving production efficiency, can also make first longeron 113 highly on the basis of satisfying the demand, have diversified structural deformation probably, be favorable to adapting to prefabricated modular unit 100's multi-scene application demand.
The following description will be made of the implementation possibility of the first longitudinal beam 113 by taking the first longitudinal beam 113 as a hollow structure as an example, but it should be understood that the invention is not limited thereto.
Referring to fig. 10, 11, 12 and 13, each first longitudinal beam 113 includes a first layer frame 115, a second layer frame 116 and a web structure 117. Two adjacent first cross beams 114 are connected to the first-layer frame body 115, two adjacent upright posts 13 are stacked and connected to the second-layer frame body 116 and the first-layer frame body 115, the web member structure 117 is connected between the first-layer frame body 115 and the second-layer frame body 116, and a hollow area C is formed in a gap area between the web member structure 117 and the first-layer frame body 115 as well as between the web member structure 117 and the second-layer frame body 116.
It will be appreciated that the first tier frame 115 cooperates with the first cross member 114 to form the top 111 of the top tier frame 11 and the second tier frame 116 forms the bottom 112 of the top tier frame 11. The first-layer frame body 115 and the second-layer frame body 116 are arranged at intervals, and the distance between the first-layer frame body 115 and the second-layer frame body 116 can determine the height of the first longitudinal beam 113, specifically, the larger the distance between the first-layer frame body 115 and the second-layer frame body 116 is, the higher the height of the first longitudinal beam 113 is, the smaller the distance between the first-layer frame body 115 and the second-layer frame body 116 is, and the lower the height of the first longitudinal beam 113 is. The height of the first longitudinal beam 113 determines the proportion of the first sub-space 141 in the accommodating space 14, and specifically, the higher the height of the first longitudinal beam 113 is, the higher the specific gravity of the first sub-space 141 in the accommodating space 14 is, the lower the height of the first longitudinal beam 113 is, and the lower the specific gravity of the first sub-space 141 in the accommodating space 14 is.
Therefore, the height of the first longitudinal beam 113 can be flexibly adjusted by adjusting the spacing distance between the first layer frame body 115 and the second layer frame body 116, so that the proportion of the first sub-space 141 in the accommodating space 14 can be adjusted, the internal space of the prefabricated module unit 100 can be reasonably utilized, and the space utilization rate is high. And web member structure 117 is connected between first layer support body 115 and second layer support body 116, can make first layer support body 115 and second layer support body 116 connect each other through web member structure 117's connection effect, and then when first layer support body 115 atress, the power can be passed through web member structure 117 and transmitted on second layer support body 116, and then make second layer support body 116 can share the atress for first layer support body 115, thereby guarantee that first longeron 113 wholly possesses better structural stability, the reliability is good. And the hollow-out area C formed between the web member structure 117 and the first layer frame body 115 and the second layer frame body 116 can reduce the production cost of the first longitudinal beam 113 to the maximum extent on the basis of ensuring the strength of the first longitudinal beam 113, which is beneficial to improving the overall production efficiency of the prefabricated module unit 100.
Illustratively, the spacing between the first layer of shelves 115 and the second layer of shelves 116 is in the range of 300mm to 900mm (inclusive of 300mm and 900 mm). It can be understood that when the distance between the first-layer frame body 115 and the second-layer frame body 116 is too large, the proportion of the first sub-space 141 occupying the accommodating space 14 is increased, and the activity space of the worker and the installation space of the function module are reduced. When the distance between the first-layer frame body 115 and the second-layer frame body 116 is too small, the proportion of the first sub-space 141 occupying the accommodating space 14 is reduced, so that the first sub-space 141 does not have enough space size to accommodate one or more combinations of an exhaust system, an electric system, a refrigeration system, cables and wire racks. The distance between the first-layer frame body 115 and the second-layer frame body 116 is set in the range, so that the proportion of the first sub-space 141 and the second sub-space 142 occupied by the accommodating space 14 can be well balanced, and the possibility of space waste caused by insufficient space utilization of the prefabricated module unit 100 due to the fact that one of the sub-spaces occupies the accommodating space 14 in an excessively large or excessively small proportion is reduced to the minimum, so that the space in the prefabricated module unit 100 is better utilized.
In a possible embodiment, the extension direction of the web structure 117 is inclined to the extension direction of the first-layer frame body 115, which is equivalent to the extension direction of the web structure 117 also being inclined to the extension direction of the second-layer frame body 116. The inclined web member structure 117 can enable diversified connection relations to be achieved between the first layer frame body 115 and the second layer frame body 116, the inclined angle between the web member structure 117 and the first layer frame body 115 or the second layer frame body 116 can be adjusted according to different application scenes, and application requirements under multiple scenes can be improved.
That is, the web member structure 117 and the first layer frame body 115 are arranged at an included angle, which is equivalent to the included angle between the web member structure 117 and the second layer frame body 116, and the included angle is in an angle range of 30 degrees to 90 degrees (including 30 degrees and 90 degrees of end points). Therefore, when the web member structure 117 and the first layer frame body 115 are in the range of 30 degrees to 90 degrees, the load can be uniformly distributed on the first longitudinal beam 113, and the force applied to the first longitudinal beam 113 is uniform. When the included angle between the web member structure 117 and the first layer frame body 115 exceeds this range, the web member structure 117 may be insufficiently stressed or deformed, and the anti-seismic effect is poor.
For example, as shown in fig. 11 and 13, the extension direction of the web member structure 117 is perpendicular to the extension direction of the first-layer frame body 115, so that the force applied to the first-layer frame body 115 can be transmitted to the second-layer frame body 116 at the shortest distance, and the distance required for transmitting the force can be shortened, which is highly practical. Alternatively, as shown in fig. 12 and 14, the extending direction of the web member structure 117 and the extending direction of the first layer frame body 115 form an angle in the range of 30 ° to 60 ° (including 30 ° and 60 ° as end points) to well meet the application requirements in multiple scenarios.
In the embodiment of the present application, as shown in fig. 11, the number of the web structures 117 may be one, and one web structure 117 may be vertically disposed between the first-layer frame body 115 and the second-layer frame body 116, so that the first-layer frame body 115, the web structure 117, and the second-layer frame body 116 are connected to form an "i" shaped structure, or, as shown in fig. 12, one web structure 117 may also be obliquely disposed between the first-layer frame body 115 and the second-layer frame body 116, so that the first-layer frame body 115, the web structure 117, and the second-layer frame body 116 are connected to form a "Z" shaped structure.
Alternatively, referring to fig. 10, 13 and 14, the web structure 117 may also include a plurality of substructures 118, each of the substructures 118 is connected between the first-layer frame body 115 and the second-layer frame body 116, and two adjacent substructures 118 may be spaced apart from each other or connected to each other. Providing a plurality of substructures 118 and dispersing the plurality of substructures 118 at various positions between the first-layer frame body 115 and the second-layer frame body 116 enables the substructures 118 capable of converting stress to be provided at various positions on the first-layer frame body 115. Therefore, balanced connection can be provided for the first layer frame body 115 and the second layer frame body 116, so that the load of the first longitudinal beam 113 is uniformly distributed on the first layer frame body, the whole stress is uniform, the better bending resistance of the prefabricated module unit 100 is realized, and the situation that the prefabricated module unit 100 fails due to weak connection strength at a certain position of the first longitudinal beam 113 can be prevented from occurring when an earthquake occurs.
Illustratively, as shown in fig. 13 and 14, the extending directions of two adjacent substructures 118 may be arranged in parallel. Alternatively, as shown in fig. 10, the extending directions of two adjacent substructures 118 may intersect. It should be understood that fig. 10 only schematically shows the possibility of intersecting the extending directions of two adjacent sub-structures 118, the angle of the included angle between two adjacent sub-structures 118 may be in the range of 0 ° to 180 ° (including the endpoint values of 0 ° and 180 °), and a V-shaped symmetrical or asymmetrical structure may be present, which is not strictly limited.
It should be noted that, in consideration of the stress balance between the two first longitudinal beams 113, as described above, the two first longitudinal beams 113 have the same form and structure, but in the practical application of the prefabricated module unit 100, the form and structure of the two first longitudinal beams 113 may also be different, for example, the connection positions and the number of the web member structures 117 disposed between the first layer frame body 115 and the second layer frame body 116 may be different, as long as the height of the first longitudinal beam 113 is greater than the height of the second longitudinal beam 121, which is not strictly limited. In addition, the first longitudinal beam 113 may be provided as a beam structure having a string structure, that is, the second-layer frame 116 may not be connected between two adjacent vertical columns 13, but may be located only between the first-layer frame 115 and the bottom-layer frame 12.
In one possible embodiment, as shown in fig. 15 and 16, the prefabricated modular units 100 further comprise a connecting structure 50, the connecting structure 50 is connected to the top 111 of the top shelf 11, i.e., the first-layer shelf 115, through a guide post, and the connecting structure 50 is used for connecting two adjacent prefabricated modular units 100. Because the connecting structure 50 is an independent structure, the connecting structure 50 is connected to the first-layer frame body 115, when a plurality of prefabricated module units 100 are vertically stacked, a gap can be formed between two adjacent prefabricated module units 100 through the spacing effect of the connecting structure 50, and the size of the gap can be designed according to the thickness of the connecting structure 50, the overall strength of the data center 200, the size of the space of the application data center 200 and other factors, so that the size is not strictly limited.
Illustratively, the connecting structure 50 is provided with a guide hole 51, and when two prefabricated modular units 100 are vertically stacked, two adjacent prefabricated modular units 100 can be connected to each other by punching a positioning hole 119 on the first longitudinal beam 113 (specifically, the first-layer frame body 115) of the prefabricated modular unit 100 located below and the bottom-layer frame body 12 of the prefabricated modular unit 100 located above, and aligning the guide hole 51 with the positioning hole 119, thereby enabling the connection of the guide columns. When two prefabricated modular units 100 are transversely spliced, the guide holes 51 may be aligned with the positioning holes 119 by punching the positioning holes 119 into the first longitudinal beams 113 (specifically, the first-layer frame bodies 115) of two prefabricated modular units 100, respectively, and placing the connecting structure 50 on the first-layer frame bodies 115 of two adjacent prefabricated modular units 100, so that the two adjacent prefabricated modular units 100 can be connected to each other through the connection of the guide columns. With the arrangement, the fixing mode is simple, the cost is low, and the operation is convenient. Wherein, the guide post can be a bolt.
It should be noted that, the number of the connecting structures 50 may be one or more, and when there are a plurality of connecting structures 50, the plurality of connecting structures 50 may be distributed at intervals at various positions on the first longitudinal beam 113 (specifically, on the first-layer frame body 115), and may provide a balanced connection for the first longitudinal beam 113, so as to enhance the connection strength at various positions of the first longitudinal beam 113, and avoid concentrated force transmission caused by concentrated arrangement of the connecting structures 50, which may cause damage to the prefabricated module unit 100 and affect the stability of the data center 200. The size of the coupling structure 50 can be adjusted according to the coupling manner of the transverse assembling and the longitudinal stacking, and as shown in fig. 15 and 17, when the coupling structure 50 is to be stacked with two prefabricated module units 100 in the vertical direction, the size of the coupling structure 50 can be set to be correspondingly small. As shown in fig. 16 and 18, when the connecting structure 50 is to be used to transversely assemble two prefabricated modular units 100, the size of the connecting structure 50 can be set to be correspondingly large. That is, the size of the connecting structure 50 can be flexibly adjusted according to actual conditions, and is not strictly limited thereto.
The foregoing detailed description of the embodiments of the present application has been presented to illustrate the principles and implementations of the present application, and the above description of the embodiments is only provided to help understand the method and the core concept of the present application; meanwhile, for a person skilled in the art, according to the idea of the present application, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present application.

Claims (11)

1. A prefabricated module unit is characterized by comprising a top layer frame body, a bottom layer frame body and a stand column connected between the top layer frame body and the bottom layer frame body, wherein an accommodating space is defined by the top layer frame body, the bottom layer frame body and the stand column;
the top layer frame body comprises a top part and a bottom part which are parallel to the direction of the upright post, and the bottom part is arranged between the top part and the bottom layer frame body;
the accommodating space is divided into two parts by the top and the bottom with height difference, a first subspace is formed between the bottom and the top, and a second subspace is formed between the bottom and the bottom layer frame body.
2. The precast modular unit of claim 1, wherein the top deck shelf body comprises two oppositely disposed first longitudinal beams and two oppositely disposed first transverse beams connected between the two first longitudinal beams, each of the two first longitudinal beams having a dimension in an extending direction thereof greater than a dimension in the extending direction thereof;
the height of each first longitudinal beam of the two first longitudinal beams is greater than that of each first transverse beam of the two first transverse beams, the height is the size parallel to the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams; or,
the height of each first longitudinal beam in the two first longitudinal beams is the same as that of each first transverse beam in the two first transverse beams, the height is the size parallel to the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams and the two first transverse beams; or,
the height of each first longitudinal beam of the two first longitudinal beams is larger than that of one first cross beam of the two first cross beams and equal to that of the other first cross beam of the two first cross beams, the height is parallel to the size of the direction of the upright column, and the bottom is formed by matching the two first longitudinal beams and the other first cross beam of the two first cross beams.
3. The prefabricated modular unit of claim 2, wherein each of said two first longitudinal beams is a solid structure or each of said two first longitudinal beams is an open structure.
4. The precast modular unit of claim 3, wherein each of the two first stringers comprises a first layer of carriers, a second layer of carriers, and a web structure;
adjacent two are connected to the first layer support body first crossbeam, second floor frame body lamination sets up the first layer support body with just connect adjacent two between the bottom support body the stand, the web member structural connection be in the first layer support body with between the second floor frame body, the web member structure with the first layer support body reaches the clearance region between the second floor frame body forms the fretwork district.
5. Prefabricated modular unit according to claim 4, characterised in that the extension direction of the web structures is arranged obliquely to the extension direction of the first layer of racks.
6. A prefabricated modular unit according to claim 5, characterised in that the angle between said web structures and said first tier frame body is in the range of 30 ° to 90 °.
7. The prefabricated modular unit of any one of claims 4 to 6, wherein said web structure comprises a plurality of substructures, each of said plurality of substructures being connected between said first and second layer of shelves, the extending directions of two adjacent substructures being arranged in parallel or the extending directions of two adjacent substructures intersecting.
8. The prefabricated modular unit of any one of claims 4 to 7, wherein a spacing between said first tier shelf and said second tier shelf is in the range of 300mm to 900 mm.
9. The prefabricated modular unit of any one of claims 1 to 8, further comprising a connecting structure connected to a top of said top shelf body by a guide post, said connecting structure for connecting two adjacent prefabricated modular units.
10. The prefabricated modular unit of any one of claims 1 to 9, wherein said first subspace is adapted to accommodate one or more combinations of an air exhaust system, an electrical system, a refrigeration system, cables, and wire racks, and said second subspace is adapted to accommodate functional modules.
11. A data center comprising a pre-fabricated modular unit according to any of claims 1-10 and a functional module, the functional module being located inside the pre-fabricated modular unit.
CN202110839951.8A 2021-07-22 2021-07-22 Prefabricated module unit and data center Pending CN113530314A (en)

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