CN107905577A - Babinet and container data center - Google Patents

Babinet and container data center Download PDF

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Publication number
CN107905577A
CN107905577A CN201711101758.4A CN201711101758A CN107905577A CN 107905577 A CN107905577 A CN 107905577A CN 201711101758 A CN201711101758 A CN 201711101758A CN 107905577 A CN107905577 A CN 107905577A
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longitudinal beam
column
box body
beams
longitudinal
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谢少平
唐勇
唐启亮
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Huawei Digital Technologies Suzhou Co Ltd
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Huawei Digital Technologies Suzhou Co Ltd
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Priority to CN201711101758.4A priority Critical patent/CN107905577A/en
Publication of CN107905577A publication Critical patent/CN107905577A/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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • 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)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The embodiment of the present application discloses a kind of babinet, applied to container data center.The babinet includes frame, the bottom of the frame includes two groups of base longerons components parallel to each other, base longerons component described in every group includes the first longeron, second longeron and multigroup stiffener, first longeron is spaced and is arranged in parallel with second longeron, multigroup stiffener is spaced between first longeron and second longeron, stiffener described in every group includes column and oblique pull part, the column and the oblique pull part are fixed between first longeron and second longeron, the extending direction of the column intersects with the extending direction of the oblique pull part.The structural strength of above-mentioned babinet is high, supports more casees horizontal simultaneously case and vertical stacking, realizes the flexible dilatation of data center space.A kind of container data center is also disclosed in the embodiment of the present application.

Description

箱体及集装箱数据中心Box and container data center

技术领域technical field

本申请涉及通讯设备技术领域,尤其涉及一种箱体以及一种应用所述箱体的集装箱数据中心。The present application relates to the technical field of communication equipment, and in particular to a box body and a container data center using the box body.

背景技术Background technique

集装箱数据中心作为数据中心建设的一种新模式,采用模块化设计理念,克服传统土建模式数据中心无法满足的各种物理场景和业务场景,可直接室外应用,具有快速部署、灵活扩容的显著优势。As a new model of data center construction, the container data center adopts a modular design concept to overcome various physical and business scenarios that cannot be met by traditional civil engineering model data centers. It can be directly applied outdoors and has significant advantages of rapid deployment and flexible expansion. .

现有部分集装箱数据中心采用标准焊接侧墙式集装箱,标准焊接侧墙式集装箱的侧墙不可拆卸。由于标准焊接侧墙式集装箱容量较小,适合小型数据中心应用,不能满足目前大型数据中心对空间的需求,且后续扩容难度大。Some existing container data centers use standard welded side wall containers, and the side walls of standard welded side wall containers are not removable. Due to the small capacity of the standard welded side wall container, it is suitable for small data center applications, but cannot meet the current space requirements of large data centers, and subsequent expansion is difficult.

为降低扩容难度,部分集装箱数据中心采用可拆侧墙的拼接式集装箱,拼接式集装箱通过相邻的两个箱体拼接一起实现N箱的空间扩展。然而,拆除侧墙后的单箱箱体结构强度明显降低,导致拼接后的箱体组容易因箱体晃动导致变形,造成集装箱内设备得不到可靠保护。In order to reduce the difficulty of capacity expansion, some container data centers use spliced containers with detachable side walls. The spliced containers realize the space expansion of N boxes by splicing two adjacent boxes together. However, the structural strength of the single box after the side walls are removed is significantly reduced, resulting in the spliced box group being easily deformed due to box shaking, resulting in unreliable protection of the equipment in the container.

发明内容Contents of the invention

本申请实施例提供一种结构强度高的箱体和一种应用所述箱体的集装箱数据中心。Embodiments of the present application provide a box body with high structural strength and a container data center using the box body.

第一方面,本申请实施例提供了一种箱体,应用于集装箱数据中心。所述箱体包括框架。所述框架大致呈长方体形状。所述框架包括相对且间隔设置的顶部和底部。所述底部和所述顶部均大致呈矩形框。所述框架的底部包括彼此平行的两组底部纵梁组件。所述底部纵梁组件形成所述底部的长边。每组所述底部纵梁组件均包括第一纵梁、第二纵梁以及多组加强构件。所述第一纵梁与所述第二纵梁彼此间隔且平行设置。所述多组加强构件间隔地位于所述第一纵梁与所述第二纵梁之间。每组所述加强构件均包括立柱和斜拉件。所述立柱和所述斜拉件均固接在所述第一纵梁与所述第二纵梁之间。所述立柱的延伸方向与所述斜拉件的延伸方向相交。In the first aspect, the embodiment of the present application provides a box, which is applied to a container data center. The box includes a frame. The frame is generally in the shape of a cuboid. The frame includes opposite and spaced apart top and bottom. Both the bottom and the top are substantially rectangular frames. The bottom of the frame includes two sets of bottom rail assemblies parallel to each other. The bottom rail assembly forms a long side of the bottom. Each set of bottom stringer assemblies includes a first stringer, a second stringer and a plurality of sets of reinforcement members. The first longitudinal beam and the second longitudinal beam are spaced apart from each other and arranged in parallel. The plurality of sets of reinforcement members are located at intervals between the first longitudinal beam and the second longitudinal beam. Each set of reinforcing members includes uprights and diagonal stays. Both the column and the cable-staying member are fixedly connected between the first longitudinal beam and the second longitudinal beam. The extending direction of the upright column intersects with the extending direction of the diagonal stay member.

在本实施例中,由于所述底部纵梁组件包括所述第一纵梁、所述第二纵梁以及设于所述第一纵梁与所述第二纵梁之间的所述多组加强构件,因此所述底部纵梁组件具有较强的抗弯强度,从而增强了所述框架的底部的结构强度,抑制所述框架的底部变形,使得所述框架的整体结构强度高,也即所述箱体结构强度高,故而所述箱体不易晃动或变形,能够为安装在所述箱体内的信息通讯设备、配电设备等提供可靠的机械及环境保护。同时,所述立柱的延伸方向与所述斜拉件的延伸方向相交,因此所述加强构件与所述第一纵梁或所述第二纵梁共同构成一个类似三角支撑的结构,从而进一步增强所述框架的底部的结构强度,使得所述箱体和所述集装箱数据中心的结构强度高。再者,由于所述箱体的所述框架的结构强度高,因此所述箱体可设置成无侧板结构,以满足灵活拼箱扩容的需求。并且,多个所述箱体并箱成拼接箱体后,无需在所述拼接箱体内部额外设置支撑柱,从而避免支撑柱占用所述拼接箱体的空间,使得信息通讯设备、配电设备等体积较大的设备能够横跨多个所述箱体布置,也方便人员在所述拼接箱体内活动,故而既提高了空间利用率和内部设备排布的灵活度和多样性,也使得所述拼接箱体内部整体感观较佳。In this embodiment, since the bottom stringer assembly includes the first stringer, the second stringer and the multiple sets of reinforcement member, so the bottom longitudinal beam assembly has strong bending strength, thereby enhancing the structural strength of the bottom of the frame, suppressing deformation of the bottom of the frame, so that the overall structural strength of the frame is high, that is, The structural strength of the box body is high, so the box body is not easy to shake or deform, and can provide reliable mechanical and environmental protection for information communication equipment, power distribution equipment, etc. installed in the box body. At the same time, the extension direction of the column intersects with the extension direction of the cable-stayed member, so the reinforcing member and the first longitudinal beam or the second longitudinal beam together form a structure similar to a triangular support, thereby further strengthening The structural strength of the bottom of the frame makes the structural strength of the box body and the container data center high. Furthermore, due to the high structural strength of the frame of the box body, the box body can be configured without a side plate structure to meet the needs of flexible consolidation and expansion. Moreover, after a plurality of the boxes are combined into a spliced box, there is no need to additionally set support columns inside the spliced box, thereby preventing the support columns from occupying the space of the spliced box, so that information communication equipment, power distribution equipment Equipment with a larger volume can be arranged across multiple boxes, and it is also convenient for people to move around in the spliced box, so it not only improves the space utilization rate and the flexibility and diversity of internal equipment arrangement, but also makes all The overall appearance of the interior of the splicing cabinet is better.

可以理解的是,本申请实施例中所涉及的“平行”是指大致平行,也即两者之间可相互平行,也可形成一个小于较小15°的夹角。本申请实施例中所涉及的“垂直”是指大致垂直,也即两者之间可相互垂直,也可形成一个大于75°的夹角。It can be understood that "parallel" referred to in the embodiments of the present application means roughly parallel, that is, the two may be parallel to each other, or may form an included angle smaller than 15°. The "vertical" mentioned in the embodiment of the present application refers to approximately vertical, that is, the two may be perpendicular to each other, or may form an included angle greater than 75°.

可选的,所述多组加强构件等间距排布,以平稳地支撑在所述第一纵梁与所述第二纵梁之间,增强了所述底部纵梁组件的结构强度。Optionally, the multiple sets of reinforcing members are arranged at equal intervals to be stably supported between the first longitudinal beam and the second longitudinal beam, thereby enhancing the structural strength of the bottom longitudinal beam assembly.

一种实施方式中,单组所述加强构件包括一个所述立柱和两个所述斜拉件。两个所述斜拉件相对所述立柱对称设置。所述立柱垂直于所述第一纵梁。所述斜拉件相对所述第一纵梁倾斜,也即所述斜拉件与所述第一纵梁之间形成夹角。在本实施例中,由于所述斜拉件相对所述立柱对称,因此所述加强构件受力较为平衡,所述底部纵梁组件的结构更为平稳,抗弯性能更佳。In one embodiment, a single set of reinforcement members includes one column and two stays. The two diagonal stays are arranged symmetrically relative to the column. The column is perpendicular to the first longitudinal beam. The inclined-stay member is inclined relative to the first longitudinal beam, that is, an included angle is formed between the inclined-stay member and the first longitudinal beam. In this embodiment, since the inclined-stay member is symmetrical with respect to the upright column, the stress of the reinforcing member is relatively balanced, the structure of the bottom longitudinal beam assembly is more stable, and the bending resistance is better.

其中,在单组所述加强构件中,两个所述斜拉件的其中一端均抵持所述立柱设置。此时,所述斜拉件、所述立柱及所述第一纵梁或所述第二纵梁之间形成三角支撑结构,结构强度更高。并且两个所述斜拉件的部分分力经由所述立柱相互中和,使得所述底部纵梁组件的抗弯性能更佳,所述箱体具有更高的结构强度。Wherein, in a single set of the reinforcement member, one end of the two diagonal stays is set against the column. At this time, a triangular support structure is formed among the cable-stayed member, the column, and the first longitudinal beam or the second longitudinal beam, and the structural strength is higher. In addition, partial force components of the two diagonal stays are mutually neutralized through the column, so that the bending resistance of the bottom longitudinal beam assembly is better, and the box body has higher structural strength.

在另一种实施方式中,单组所述加强构件包括一个所述立柱和一个所述斜拉件。在一种实施方式中,所述立柱垂直于所述第一纵梁,所述斜拉件相对所述第一纵梁倾斜,也即所述斜拉件与所述第一纵梁之间形成夹角。在另一种实施方式中,所述立柱和所述斜拉件均相对所述第一纵梁倾斜,且所述立柱与所述第一纵梁之间的夹角等于和所述斜拉件与所述第一纵梁之间的夹角。In another embodiment, a single set of reinforcing members includes one column and one diagonal member. In one embodiment, the upright column is perpendicular to the first longitudinal beam, and the cable-staying member is inclined relative to the first longitudinal beam, that is, the cable-staying member and the first longitudinal beam form angle. In another embodiment, both the upright column and the cable-staying member are inclined relative to the first longitudinal beam, and the angle between the column and the first longitudinal beam is equal to that of the diagonal-staying member. Angle with the first longitudinal beam.

其中,在单组所述加强构件中,所述斜拉件的其中一端抵持所述立柱设置。此时,所述斜拉件、所述立柱及所述第一纵梁或所述第二纵梁之间形成三角支撑结构,结构强度更高。Wherein, in a single set of the reinforcement member, one end of the diagonal stay is set against the column. At this time, a triangular support structure is formed among the cable-stayed member, the column, and the first longitudinal beam or the second longitudinal beam, and the structural strength is higher.

一种实施方式中,所述第一纵梁采用方管型材或型钢梁型材。所述第二纵梁采用方管型材或型钢梁型材。所述立柱采用方管型材或型钢梁型材。所述斜拉件采用方管型材或型钢梁型材。所述“型钢梁型材”指热轧成型的工字钢、H型钢、槽钢等型材,或冷弯成型的Z型钢和槽钢。In one embodiment, the first longitudinal girder adopts a square pipe profile or a shaped steel beam profile. The second longitudinal girder adopts a square tube profile or a shaped steel beam profile. The column adopts square tube profiles or shaped steel beam profiles. The cable-stayed parts adopt square tube profiles or shaped steel beam profiles. The "shaped steel beam profile" refers to hot-rolled I-shaped steel, H-shaped steel, channel steel and other profiles, or cold-formed Z-shaped steel and channel steel.

在本实施例中,采用方管型材或型钢梁型材的所述第一纵梁和所述第二纵梁的抗弯强度高,使得所述底部纵梁组件的结构强度更高。所述立柱和所述斜拉件的型材选择也使得所述加强构件的支撑更为稳固和可靠。In this embodiment, the bending strength of the first longitudinal beam and the second longitudinal beam of the square tube profile or steel beam profile is high, so that the structural strength of the bottom longitudinal beam assembly is higher. The profile selection of the column and the diagonal member also makes the support of the reinforcing member more stable and reliable.

其中,所述第一纵梁和所述第二纵梁采用相同的型材。例如,所述第一纵梁和所述第二纵梁均采用工字钢或方管。所述第一纵梁和所述第二纵梁采用相同的型材有利于平衡所述底部纵梁组件的整体抗弯强度的均匀性,使得所述底部纵梁组件的结构更稳定。Wherein, the first longitudinal beam and the second longitudinal beam adopt the same profile. For example, both the first longitudinal beam and the second longitudinal beam are made of I-beam or square tube. Using the same profile for the first longitudinal beam and the second longitudinal beam is beneficial to balance the uniformity of the overall bending strength of the bottom longitudinal beam assembly, making the structure of the bottom longitudinal beam assembly more stable.

所述立柱和所述斜拉件采用相同的型材。例如,所述立柱和所述斜拉件采用方管。所述立柱和所述斜拉件均采用方管,能够降低所述立柱和所述斜拉固接至所述第一纵梁和所述第二纵梁的工艺难度,使得所述底部纵梁组件的制作难度较小、良品率高。The column and the diagonal member adopt the same profile. For example, square tubes are used for the uprights and the diagonal stays. Both the upright column and the cable-stayed member adopt square tubes, which can reduce the technical difficulty of fixing the upright column and the cable-stay to the first longitudinal beam and the second longitudinal beam, so that the bottom longitudinal beam The manufacture of components is less difficult and the yield rate is high.

一种实施方式中,所述立柱与所述第一纵梁之间通过焊接或紧固件连接。所述立柱与所述第二纵梁之间通过焊接或紧固件连接。所述斜拉件与所述第一纵梁之间通过焊接或紧固件连接。所述斜拉件与所述第二纵梁之间通过焊接或紧固件连接。例如,所述立柱焊接在所述第一纵梁与所述第二纵梁之间,所述斜拉件焊接在所述第一纵梁与所述第二纵梁之间。焊接方式的稳定性和连接强度较强,有利于保证所述箱体的结构强度和可靠性。本申请实施例所述紧固件包括但不限于螺栓、铆钉等。In one embodiment, the upright column is connected to the first longitudinal beam through welding or fasteners. The upright column is connected to the second longitudinal beam through welding or fasteners. The diagonal stay is connected to the first longitudinal beam through welding or fasteners. The diagonal stay is connected to the second longitudinal beam through welding or fasteners. For example, the column is welded between the first longitudinal beam and the second longitudinal beam, and the diagonal stay is welded between the first longitudinal beam and the second longitudinal beam. The stability and connection strength of the welding method are strong, which is beneficial to ensure the structural strength and reliability of the box body. The fasteners described in the embodiments of the present application include but are not limited to bolts, rivets, and the like.

其中,所述立柱与所述第一纵梁之间的连接方式、所述立柱与所述第二纵梁之间的连接方式、所述斜拉件与所述第一纵梁之间的连接方式、所述斜拉件与所述第二纵梁之间的连接方式相同。Wherein, the connection mode between the column and the first longitudinal beam, the connection mode between the column and the second longitudinal beam, and the connection between the cable-stayed member and the first longitudinal beam The connection method between the cable-stayed member and the second longitudinal girder is the same.

一种实施方式中,所述框架的顶部包括彼此平行的两根顶部纵梁,所述两根顶部纵梁一一对应地与所述两组底部纵梁组件彼此间隔且平行设置,所述顶部纵梁与所述底部纵梁组件之间镂空设置,所述顶部纵梁采用方管型材或型钢梁型材。In one embodiment, the top of the frame includes two top longitudinal beams parallel to each other, the two top longitudinal beams are spaced from and parallel to the two groups of bottom longitudinal beam assemblies one by one, and the top The longitudinal beam and the bottom longitudinal beam assembly are hollowed out, and the top longitudinal beam adopts a square tube profile or a shaped steel beam profile.

一种实施方式中,所述框架的顶部包括彼此平行的两根顶部纵梁。所述顶部纵梁构成所述顶部的长边。所述两根顶部纵梁一一对应地与所述两组底部纵梁组件彼此间隔且平行设置。所述顶部纵梁与所述底部纵梁组件之间镂空设置。换言之,所述顶部纵梁与所述底部纵梁组件之间不设置侧板,使得所述箱体得以实现单层N(N为大于等于2的整数)箱式扩容,相邻的两个所述箱体之间通过所述顶部纵梁与所述底部纵梁组件之间的空间实现互通。In one embodiment, the top of the frame includes two top stringers parallel to each other. The top stringers form the long sides of the top. The two top longitudinal beams are spaced apart from and parallel to the two groups of bottom longitudinal beam assemblies in one-to-one correspondence. A hollow is arranged between the top stringer and the bottom stringer assembly. In other words, there is no side plate between the top stringer and the bottom stringer assembly, so that the box body can achieve single-layer N (N is an integer greater than or equal to 2) box-type expansion, and the adjacent two The box bodies communicate with each other through the space between the top stringer and the bottom stringer assembly.

所述顶部纵梁采用方管型材或型钢梁型材。此时,所述顶部纵梁具有较强的抗弯强度,所述框架的顶部具有足够的结构强度,从而提高了所述框架的整体结构强度。多个所述箱体并箱成拼接箱体后,无需在所述拼接箱体内部额外设置支撑柱,从而避免支撑柱占用所述拼接箱体的空间,提高了空间利用率,也使得所述拼接箱体内部整体感观较佳。The top longitudinal beam adopts square tube profiles or steel beam profiles. At this time, the top longitudinal beam has strong bending strength, and the top of the frame has sufficient structural strength, thereby improving the overall structural strength of the frame. After a plurality of boxes are combined to form a spliced box, there is no need to additionally set support columns inside the spliced box, thereby preventing the support columns from occupying the space of the spliced box, improving the space utilization rate, and making the spliced box The overall appearance of the splicing cabinet is better.

一种实施方式中,所述框架还包括四组支撑组件。所述四组支撑组件分别支撑在所述两根顶部纵梁的端部与所述两组底部纵梁组件的端部之间。每组所述支撑组件包括主立柱和辅立柱。所述辅立柱的侧面固接所述主立柱的连接侧面。所述顶部纵梁的端部固接所述辅立柱的端面和所述主立柱的连接侧面。In one embodiment, the frame further includes four sets of support components. The four sets of supporting assemblies are respectively supported between the ends of the two top stringers and the ends of the two sets of bottom stringers. Each set of supporting components includes main columns and auxiliary columns. The side of the auxiliary column is fixedly connected to the connecting side of the main column. The end of the top longitudinal beam is fixedly connected to the end surface of the auxiliary column and the connecting side of the main column.

在本实施例中,由于所述顶部纵梁的端部固接所述辅立柱的端面和所述主立柱的连接侧面,因此所述顶部纵梁与所述支撑组件之间的固接面积较大,并且所述顶部纵梁同时得到多个方向的固定,因此所述顶部纵梁与所述支撑组件之间的连接关系可靠,有利于提高所述箱体的所述框架的整体强度。由于所述箱体的所述框架整体(包括顶部和底部)具有较强的结构强度,因此所述箱体和所述集装箱数据中心的结构强度高,所述箱体承载能力较强,所述箱体能够提供可靠的机械及环境保护,并且所述箱体支持单层N箱式扩容方式和多层堆叠式扩容方式,扩容方式灵活、多样。In this embodiment, since the end of the top longitudinal beam is fixedly connected to the end surface of the auxiliary column and the connecting side of the main column, the fixed area between the top longitudinal beam and the support assembly is relatively small. and the top stringer is fixed in multiple directions at the same time, so the connection relationship between the top stringer and the support assembly is reliable, which is conducive to improving the overall strength of the frame of the box body. Since the whole frame (including the top and the bottom) of the box body has strong structural strength, the structural strength of the box body and the container data center is high, and the box body has a strong bearing capacity. The box body can provide reliable mechanical and environmental protection, and the box body supports a single-layer N-box expansion method and a multi-layer stacking expansion method, and the expansion methods are flexible and diverse.

其中,每个所述主立柱的两端均设置有角件。所述角件上设有能够用作举升点的孔,以方便所述箱体和所述集装箱数据中心的搬运。Wherein, corner fittings are provided at both ends of each main column. The corner fittings are provided with holes that can be used as lifting points to facilitate the handling of the box body and the container data center.

一种实施方式中,所述主立柱采用方管型材、型钢梁型材或钣金折弯件。所述辅立柱采用方管型材、型钢梁型材或钣金折弯件。采用特殊型材的所述主立柱和所述辅立柱的结构强度较强,从而能够配合所述底部纵梁组件和所述顶部纵梁,共同构成结构强度较高的所述框架,从而满足所述箱体的拼箱需求。In one embodiment, the main column adopts a square pipe profile, a shaped steel beam profile or a bent sheet metal piece. The auxiliary column adopts square tube profiles, shaped steel beam profiles or sheet metal bending parts. The structural strength of the main column and the auxiliary column using special profiles is relatively strong, so that they can cooperate with the bottom longitudinal beam assembly and the top longitudinal beam to jointly form the frame with high structural strength, thereby meeting the requirements of the LCL demand for boxes.

其中,所述主立柱和所述辅立柱采用相同的型材。例如,所述主立柱和所述辅立柱均采用方管,既能够降低所述主立柱与所述辅立柱之间的组装工艺难度,使得所述支撑组件强度较高、可靠性高,还能够降低所述底部纵梁组件和所述顶部纵梁固接至所述支撑组件的工艺难度,使得所述框架的制作难度较小、良品率高。Wherein, the main column and the auxiliary column adopt the same profile. For example, both the main column and the auxiliary column are made of square tubes, which can reduce the difficulty of assembly process between the main column and the auxiliary column, make the support assembly have high strength and high reliability, and can The process difficulty of fixing the bottom longitudinal beam assembly and the top longitudinal beam to the support assembly is reduced, so that the manufacturing difficulty of the frame is small and the yield rate is high.

所述顶部纵梁与所述主立柱之间通过焊接或紧固件连接。所述顶部纵梁与所述辅立柱之间通过焊接或紧固件连接。例如,所述顶部纵梁焊接所述主立柱和所述辅立柱,焊接方式的稳定性和连接强度较强,有利于保证所述箱体的结构强度和可靠性。本申请实施例所述紧固件包括但不限于螺栓、铆钉等。The top longitudinal beam is connected to the main column by welding or fasteners. The top longitudinal beam is connected to the auxiliary column by welding or fasteners. For example, the top longitudinal beam is welded to the main column and the auxiliary column, and the stability and connection strength of the welding method are relatively strong, which is beneficial to ensure the structural strength and reliability of the box body. The fasteners described in the embodiments of the present application include but are not limited to bolts, rivets, and the like.

一种实施方式中,所述第二纵梁位于所述第一纵梁与所述顶部纵梁之间。所述第二纵梁的端部固接所述辅立柱的侧面。所述第一纵梁的端部固接所述第一辅立柱的端面和所述主立柱的连接侧面。可以理解的是,当所述主立柱的端部均设置所述角件时,所述第一纵梁可通过固接所述角件来实现与所述主立柱之间的彼此固定。In one embodiment, the second longitudinal beam is located between the first longitudinal beam and the top longitudinal beam. The end of the second longitudinal beam is fixedly connected to the side of the auxiliary column. The end of the first longitudinal beam is fixedly connected to the end surface of the first auxiliary column and the connecting side surface of the main column. It can be understood that, when the corner pieces are provided at the ends of the main columns, the first longitudinal beam can be fixed to the main column by fastening the corner pieces.

在本实施例中,由于所述底部纵梁组件通过所述第一纵梁和所述第二纵梁同时连接至所述支撑组件,因此所述底部纵梁组件与所述支撑组件之间的连接面积较大,并且所述第一纵梁同时得到多个方向的固定,因此所述底部纵梁组件与所述支撑组件之间的连接关系可靠,有利于提高所述箱体的所述框架的整体强度。In this embodiment, since the bottom stringer assembly is simultaneously connected to the support assembly through the first stringer and the second stringer, the distance between the bottom stringer assembly and the support assembly The connection area is relatively large, and the first longitudinal beam is fixed in multiple directions at the same time, so the connection relationship between the bottom longitudinal beam assembly and the support assembly is reliable, which is conducive to improving the frame of the box overall strength.

一种实施方式中,所述箱体还包括顶板和底板。所述顶板与所述底板相对设置。所述顶板固接在所述两根顶部纵梁之间。所述底板固接在两个所述第一纵梁之间。所述顶板上设有多个凸起肋条,以增强所述顶板的强度。所述多个凸起肋条等间距设置。In one embodiment, the box further includes a top plate and a bottom plate. The top board is opposite to the bottom board. The top plate is fixedly connected between the two top longitudinal beams. The bottom plate is fixedly connected between the two first longitudinal beams. The top plate is provided with a plurality of protruding ribs to enhance the strength of the top plate. The plurality of protruding ribs are arranged at equal intervals.

一种实施方式中,所述框架的底部还包括两根底部横梁。所述底部横梁构成所述底部的短边。所述两根底部横梁相对地位于所述两组底部纵梁组件之间,且每根所述底部横梁的端部均固接所述主立柱。In one embodiment, the bottom of the frame further includes two bottom beams. The bottom beams form the short sides of the bottom. The two bottom beams are oppositely located between the two groups of bottom longitudinal beam assemblies, and the end of each bottom beam is fixedly connected to the main column.

所述框架的顶部还包括两根顶部横梁。所述顶部横梁构成所述顶部的端边。所述两根顶部横梁相对地位于所述两根顶部纵梁之间,且每根所述底部横梁的端部均固接所述主立柱。The top of the frame also includes two top beams. The top beams form the end edges of the top. The two top beams are oppositely located between the two top longitudinal beams, and the end of each bottom beam is fixedly connected to the main column.

所述箱体还包括两个端板(又称端墙)。两个所述端板分别连接在所述两根底部横梁与所述两个顶部横梁之间。所述端板还同时连接相邻的两根所述主立柱。其中一个所述端板上可设功能孔口,以满足所述集装箱数据中心的使用和维护需求。The box also includes two end plates (also known as end walls). The two end plates are respectively connected between the two bottom beams and the two top beams. The end plate is also connected to two adjacent main columns at the same time. One of the end plates may be provided with a functional opening to meet the use and maintenance requirements of the container data center.

在其他实施方式中,所述底部横梁可由底部横梁组件替换,所述底部横梁组件的结构与所述底部纵梁组件的结构相同、延伸长度不同。所述顶部横梁的结构可与所述顶部纵梁的结构相同、延伸长度不同。In other embodiments, the bottom cross member may be replaced by a bottom cross member assembly having the same structure as the bottom rail assembly but with a different extension length. The structure of the top beam can be the same as that of the top stringer, but the extension length is different.

其中,当所述顶部纵梁选用工字钢或H型钢时,所述顶板的边缘可嵌入所述顶部纵梁,以增加两者之间的连接强度和稳定度。当所述第一纵梁选用工字钢或H型钢时,所述底板的边缘可嵌入所述顶部纵梁,以增加两者之间的连接强度和稳定度。Wherein, when the top longitudinal beam is I-shaped steel or H-shaped steel, the edge of the top plate can be embedded in the top longitudinal beam to increase the connection strength and stability between the two. When the first longitudinal beam is I-shaped steel or H-shaped steel, the edge of the bottom plate can be embedded in the top longitudinal beam to increase the connection strength and stability between the two.

第二方面,本申请实施例提供了一种集装箱数据中心,包括信息通信技术设备和上述箱体,所述信息通信设备安装在所述箱体内。由于所述箱体的结构强度高,所述箱体承载能力较强,因此所述箱体能够为所述箱体内的设备提供可靠的机械及环境保护,所述集装箱数据中心可靠性高。In a second aspect, the embodiment of the present application provides a container data center, including information communication technology equipment and the above-mentioned box body, and the information communication equipment is installed in the box body. Due to the high structural strength of the box body and the strong bearing capacity of the box body, the box body can provide reliable mechanical and environmental protection for the equipment in the box body, and the reliability of the container data center is high.

附图说明Description of drawings

为了更清楚地说明本申请实施例或背景技术中的技术方案,下面将对本申请实施例或背景技术中所需要使用的附图进行说明。In order to more clearly illustrate the technical solutions in the embodiment of the present application or the background art, the following will describe the drawings that need to be used in the embodiment of the present application or the background art.

图1是本申请实施例提供的一种集装箱数据中心的结构示意图;FIG. 1 is a schematic structural diagram of a container data center provided in an embodiment of the present application;

图2是本申请实施提供的一种箱体的结构示意图;Fig. 2 is a schematic structural view of a box body provided by the implementation of the present application;

图3是图2所示箱体的框架的结构示意图;Fig. 3 is a structural schematic diagram of the frame of the casing shown in Fig. 2;

图4是图3所述框架的底部纵梁组件的一种实施方式的结构示意图;Fig. 4 is a structural schematic diagram of an embodiment of the bottom longitudinal beam assembly of the frame described in Fig. 3;

图5是图3所述框架的底部纵梁组件的另一种实施方式的结构示意图;Fig. 5 is a structural schematic view of another embodiment of the bottom longitudinal beam assembly of the frame shown in Fig. 3;

图6是图3所述框架的底部纵梁组件的再一种实施方式的结构示意图;Fig. 6 is a structural schematic diagram of another embodiment of the bottom longitudinal beam assembly of the frame described in Fig. 3;

图7是图3所示框架的顶部纵梁与支撑组件的一种连接方式的结构示意图;Fig. 7 is a structural schematic diagram of a connection mode between the top longitudinal beam and the support assembly of the frame shown in Fig. 3;

图8是图3所示框架的顶部纵梁与支撑组件的另一种连接方式的结构示意图;Fig. 8 is a structural schematic diagram of another connection mode between the top longitudinal beam and the support assembly of the frame shown in Fig. 3;

图9是图3中A处结构的放大示意图;Figure 9 is an enlarged schematic view of the structure at A in Figure 3;

图10是图2所示箱体所拼接成的拼接箱体的一种实施方式的结构示意图;Fig. 10 is a schematic structural view of an embodiment of a spliced box formed by splicing the boxes shown in Fig. 2;

图11是图2所示箱体所拼接成的拼接箱体的另一种实施方式的结构示意图。Fig. 11 is a structural schematic diagram of another embodiment of the spliced box formed by splicing the boxes shown in Fig. 2 .

具体实施方式Detailed ways

下面结合本申请实施例中的附图对本申请实施例进行描述。Embodiments of the present application are described below with reference to the drawings in the embodiments of the present application.

请结合参阅图1和图2,本申请实施例提供一种集装箱数据中心100。所述集装箱数据中心100安装在户外地基上,直接暴漏于户外气候下。所述集装箱数据中心100包括信息通信技术(Information Communications Technology,ICT)设备200和箱体300,所述信息通信技术设备200安装在所述箱体300内的。所述集装箱数据中心100的所述箱体300的数量可以为一个,也可以为多个。所述集装箱数据中心100还包括安装在所述箱体300内的配电设备、消防设备、监控设备、温控设备及其它配套设备。所述箱体300能够为内部设备正常运行及人员内部活动提供机械及环境保护。Please refer to FIG. 1 and FIG. 2 in conjunction. The embodiment of the present application provides a container data center 100 . The container data center 100 is installed on an outdoor foundation and is directly exposed to outdoor weather. The container data center 100 includes information communication technology (Information Communications Technology, ICT) equipment 200 and a box body 300 , and the information communication technology equipment 200 is installed in the box body 300 . The number of the container 300 in the container data center 100 may be one or multiple. The container data center 100 also includes power distribution equipment, fire fighting equipment, monitoring equipment, temperature control equipment and other supporting equipment installed in the box body 300 . The box 300 can provide mechanical and environmental protection for the normal operation of internal equipment and internal activities of personnel.

请结合参阅图2至图4,本申请实施例还提供一种箱体300,所述箱体300应用于集装箱数据中心100。所述箱体300包括框架1。所述框架1大致呈长方体形状。所述框架1包括相对且间隔设置的顶部和底部。所述底部和所述顶部均大致呈矩形框。所述框架1的底部包括彼此平行的两组底部纵梁组件11。所述底部纵梁组件11形成所述底部的纵向长边。每组所述底部纵梁组件11均包括第一纵梁111、第二纵梁112以及多组加强构件113。所述第一纵梁111与所述第二纵梁112彼此间隔且平行设置。所述多组加强构件113间隔地位于所述第一纵梁111与所述第二纵梁112之间。每组所述加强构件113均包括立柱1131和斜拉件1132。所述立柱1131和所述斜拉件1132均固接在所述第一纵梁111与所述第二纵梁112之间。所述立柱1131的延伸方向与所述斜拉件1132的延伸方向相交。Please refer to FIG. 2 to FIG. 4 in conjunction. The embodiment of the present application further provides a box body 300 , and the box body 300 is applied to the container data center 100 . The box 300 includes a frame 1 . The frame 1 is roughly in the shape of a cuboid. The frame 1 includes a top and a bottom that are opposite and spaced apart. Both the bottom and the top are substantially rectangular frames. The bottom of the frame 1 includes two sets of bottom longitudinal beam assemblies 11 parallel to each other. The bottom rail assembly 11 forms the long longitudinal side of the bottom. Each set of bottom longitudinal beam assemblies 11 includes a first longitudinal beam 111 , a second longitudinal beam 112 and multiple sets of reinforcement members 113 . The first longitudinal beam 111 and the second longitudinal beam 112 are spaced apart from each other and arranged in parallel. The multiple sets of reinforcement members 113 are located between the first longitudinal beam 111 and the second longitudinal beam 112 at intervals. Each set of reinforcing members 113 includes upright columns 1131 and diagonal stays 1132 . Both the column 1131 and the cable-staying member 1132 are fixedly connected between the first longitudinal beam 111 and the second longitudinal beam 112 . The extension direction of the column 1131 intersects the extension direction of the diagonal member 1132 .

在本实施例中,由于所述底部纵梁组件11包括所述第一纵梁111、所述第二纵梁112以及设于所述第一纵梁111与所述第二纵梁112之间的所述多组加强构件113,因此所述底部纵梁组件11具有较强的抗弯强度,从而增强了所述框架1的底部的结构强度,抑制所述框架1的底部变形,使得所述框架1的整体结构强度高,也即所述箱体300结构强度高,故而所述箱体300不易晃动或变形,能够为安装在所述箱体300内的信息通讯设备200、配电设备等提供可靠的机械及环境保护。同时,所述立柱1131的延伸方向与所述斜拉件1132的延伸方向相交,因此所述加强构件113与所述第一纵梁111或所述第二纵梁112共同构成一个类似三角支撑的结构,从而进一步增强所述框架1的底部的结构强度,使得所述箱体300的结构强度更高。再者,由于所述箱体300的所述框架1的结构强度高,因此所述箱体300可设置成无侧板结构,能够支持多箱水平并箱(如图10所示)及垂直堆叠(如图11所示),从而实现所述集装箱数据中心100空间的灵活扩容。并且,多个所述箱体300并箱成拼接箱体400后,无需在所述拼接箱体400内部额外设置支撑柱,从而避免支撑柱占用所述拼接箱体400的空间,使得信息通讯设备200、配电设备等体积较大的设备能够横跨多个所述箱体300布置,也方便人员在所述拼接箱体400内活动,故而既提高了空间利用率和内部设备排布的灵活度和多样性,也使得所述拼接箱体400内部整体感观较佳。In this embodiment, since the bottom longitudinal beam assembly 11 includes the first longitudinal beam 111 , the second longitudinal beam 112 and the The multiple sets of reinforcement members 113, so the bottom longitudinal beam assembly 11 has a strong bending strength, thereby enhancing the structural strength of the bottom of the frame 1, inhibiting the deformation of the bottom of the frame 1, so that the The overall structural strength of the frame 1 is high, that is, the structural strength of the box body 300 is high, so the box body 300 is not easy to shake or deform, and can provide information and communication equipment 200, power distribution equipment, etc. installed in the box body 300. Provide reliable mechanical and environmental protection. At the same time, the extension direction of the column 1131 intersects the extension direction of the diagonal member 1132, so the reinforcement member 113 and the first longitudinal beam 111 or the second longitudinal beam 112 together form a triangular support. structure, so as to further enhance the structural strength of the bottom of the frame 1, so that the structural strength of the box body 300 is higher. Furthermore, due to the high structural strength of the frame 1 of the box body 300, the box body 300 can be configured as a structure without side plates, which can support multiple boxes horizontally combined (as shown in FIG. 10 ) and vertically stacked. (as shown in FIG. 11 ), thereby realizing the flexible expansion of the space of the container data center 100 . Moreover, after a plurality of the boxes 300 are combined into the spliced box 400, there is no need to additionally set support columns inside the spliced box 400, thereby preventing the support columns from occupying the space of the spliced box 400, so that the information communication equipment 200. Larger equipment such as power distribution equipment can be arranged across multiple boxes 300, and it is also convenient for personnel to move around in the spliced box 400, thus improving the space utilization rate and the flexibility of internal equipment arrangement The degree and diversity also make the interior of the splicing box 400 have a better overall look and feel.

可以理解的是,本申请实施例中所涉及的“平行”是指大致平行,也即两者之间可相互平行,也可形成一个小于较小15°的夹角。本申请实施例中所涉及的“垂直”是指大致垂直,也即两者之间可相互垂直,也可形成一个大于75°的夹角。如图3中X所示方向定义为所述箱体300的纵向,Y方向定义为所述箱体300的横向,Z方向定义为所述箱体300的竖向。本申请中所提到“纵”“横”“竖”等方向用语,仅是参考附加图式的方向,使用前述方向用语是为了更好、更清楚地说明及理解本申请,而不是指示或暗指所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。It can be understood that "parallel" referred to in the embodiments of the present application means roughly parallel, that is, the two may be parallel to each other, or may form an included angle smaller than 15°. The "vertical" mentioned in the embodiment of the present application refers to approximately vertical, that is, the two may be perpendicular to each other, or may form an included angle greater than 75°. The X direction shown in FIG. 3 is defined as the longitudinal direction of the box body 300 , the Y direction is defined as the horizontal direction of the box body 300 , and the Z direction is defined as the vertical direction of the box body 300 . The directional terms such as "longitudinal", "horizontal" and "vertical" mentioned in this application are only referring to the directions of the attached drawings. It should not be construed as limiting the application by implying that a referenced device or element must have a particular orientation, be constructed, and operate in a particular orientation.

可选的,所述多组加强构件113等间距排布,以平稳地支撑在所述第一纵梁111与所述第二纵梁112之间,增强了所述底部纵梁组件11的结构强度。Optionally, the plurality of sets of reinforcing members 113 are arranged at equal intervals to be stably supported between the first longitudinal beam 111 and the second longitudinal beam 112 , which strengthens the structure of the bottom longitudinal beam assembly 11 strength.

在一种实施方式中,如图4所示,单组所述加强构件113包括一个所述立柱1131和两个所述斜拉件1132。两个所述斜拉件1132相对所述立柱1131对称设置。所述立柱1131垂直于所述第一纵梁111。此时,所述立柱1131沿竖向延伸。所述斜拉件1132相对所述第一纵梁111倾斜,也即所述斜拉件1132与所述第一纵梁111之间形成夹角。在本实施例中,由于所述斜拉件1132相对所述立柱1131对称,因此所述加强构件113受力较为平衡,所述底部纵梁组件11的结构更为平稳,抗弯性能更佳。In one embodiment, as shown in FIG. 4 , a single set of reinforcing members 113 includes one upright column 1131 and two diagonal stays 1132 . The two diagonal stays 1132 are arranged symmetrically with respect to the column 1131 . The column 1131 is perpendicular to the first longitudinal beam 111 . At this time, the column 1131 extends vertically. The slanting member 1132 is inclined relative to the first longitudinal beam 111 , that is, an angle is formed between the slanting member 1132 and the first longitudinal beam 111 . In this embodiment, since the diagonal stays 1132 are symmetrical with respect to the uprights 1131 , the reinforcement member 113 is relatively balanced in force, and the structure of the bottom longitudinal beam assembly 11 is more stable and has better bending resistance.

其中,在单组所述加强构件113中,两个所述斜拉件1132的其中一端均抵持所述立柱1131设置。此时,所述斜拉件1132、所述立柱1131及所述第一纵梁111或所述第二纵梁112之间形成三角支撑结构,结构强度更高。并且两个所述斜拉件1132的部分分力经由所述立柱1131相互中和,使得所述底部纵梁组件11的抗弯性能更佳,所述箱体300具有更高的结构强度。Wherein, in a single set of the reinforcing member 113 , one end of the two diagonal stays 1132 is set against the column 1131 . At this time, a triangular support structure is formed among the cable-staying member 1132 , the column 1131 , and the first longitudinal beam 111 or the second longitudinal beam 112 , and the structural strength is higher. Moreover, partial force components of the two diagonal stays 1132 are mutually neutralized through the uprights 1131 , so that the bending resistance of the bottom longitudinal beam assembly 11 is better, and the box body 300 has higher structural strength.

在另一种实施方式中,请参阅图5和图6,单组所述加强构件113包括一个所述立柱1131和一个所述斜拉件1132。在一种实施方式中,如图5所示,所述立柱1131垂直于所述第一纵梁111,所述斜拉件1132相对所述第一纵梁111倾斜,也即所述斜拉件1132与所述第一纵梁111之间形成夹角。在另一种实施方式中,如图6所示,所述立柱1131和所述斜拉件1132均相对所述第一纵梁111倾斜,且所述立柱1131与所述第一纵梁111之间的夹角等于和所述斜拉件1132与所述第一纵梁111之间的夹角。本实施方式中所述立柱1131也可称为斜拉件。In another embodiment, please refer to FIG. 5 and FIG. 6 , a single set of reinforcing members 113 includes one column 1131 and one diagonal member 1132 . In one embodiment, as shown in FIG. 5 , the column 1131 is perpendicular to the first longitudinal beam 111 , and the diagonal stay 1132 is inclined relative to the first longitudinal beam 111 , that is, the diagonal stay 1132 forms an included angle with the first longitudinal beam 111 . In another embodiment, as shown in FIG. 6 , both the column 1131 and the cable-staying member 1132 are inclined relative to the first longitudinal beam 111 , and the relationship between the column 1131 and the first longitudinal beam 111 The included angle between them is equal to the included angle between the slanting member 1132 and the first longitudinal beam 111 . The column 1131 in this embodiment can also be referred to as a diagonal member.

其中,在单组所述加强构件113中,所述斜拉件1132的其中一端可抵持所述立柱1131设置。此时,所述斜拉件1132、所述立柱1131及所述第一纵梁111或所述第二纵梁112之间形成三角支撑结构,结构强度更高。Wherein, in a single set of the reinforcement member 113 , one end of the diagonal member 1132 can be arranged against the column 1131 . At this time, a triangular support structure is formed among the cable-staying member 1132 , the column 1131 , and the first longitudinal beam 111 or the second longitudinal beam 112 , and the structural strength is higher.

作为一种可选实施例,请结合参阅图3和图4,所述第一纵梁111采用方管型材或型钢梁型材。所述第二纵梁112采用方管型材或型钢梁型材。所述立柱1131采用方管型材或型钢梁型材。所述斜拉件1132采用方管型材或型钢梁型材。所述“型钢梁型材”指热轧成型的工字钢、H型钢、槽钢等型材,或冷弯成型的Z型钢和槽钢。As an optional embodiment, please refer to FIG. 3 and FIG. 4 in conjunction, the first longitudinal beam 111 adopts a square tube profile or a shaped steel beam profile. The second longitudinal beam 112 is a square tube profile or a steel beam profile. The column 1131 adopts square tube profile or shaped steel beam profile. The cable stay 1132 adopts square tube profiles or shaped steel beam profiles. The "shaped steel beam profile" refers to hot-rolled I-shaped steel, H-shaped steel, channel steel and other profiles, or cold-formed Z-shaped steel and channel steel.

在本实施例中,采用方管型材或型钢梁型材的所述第一纵梁111和所述第二纵梁112的抗弯强度高,使得所述底部纵梁组件11的结构强度更高。所述立柱1131和所述斜拉件1132的型材选择也使得所述加强构件113的支撑更为稳固和可靠。In this embodiment, the bending strength of the first longitudinal beam 111 and the second longitudinal beam 112 adopting square tube profiles or steel beam profiles is high, so that the structural strength of the bottom longitudinal beam assembly 11 is higher . The profile selection of the column 1131 and the inclined member 1132 also makes the support of the reinforcement member 113 more stable and reliable.

可选的,所述第一纵梁111和所述第二纵梁112采用相同的型材。例如,所述第一纵梁111和所述第二纵梁112均采用工字钢或方管。所述第一纵梁111和所述第二纵梁112采用相同的型材有利于平衡所述底部纵梁组件11的整体抗弯强度的均匀性,使得所述底部纵梁组件11的结构更稳定。Optionally, the first longitudinal beam 111 and the second longitudinal beam 112 use the same profile. For example, both the first longitudinal beam 111 and the second longitudinal beam 112 are made of I-beam or square tube. Using the same profile for the first longitudinal beam 111 and the second longitudinal beam 112 is beneficial to balance the uniformity of the overall bending strength of the bottom longitudinal beam assembly 11, making the structure of the bottom longitudinal beam assembly 11 more stable .

所述立柱1131和所述斜拉件1132采用相同的型材。例如,所述立柱1131和所述斜拉件1132采用方管。所述立柱1131和所述斜拉件1132均采用方管,能够降低所述立柱1131和所述斜拉固接至所述第一纵梁111和所述第二纵梁112的工艺难度,使得所述底部纵梁组件11的制作难度较小、良品率高。The column 1131 and the diagonal member 1132 adopt the same profile. For example, the upright column 1131 and the diagonal member 1132 adopt square tubes. Both the column 1131 and the cable-stay 1132 are made of square tubes, which can reduce the technical difficulty of fixing the column 1131 and the cable-stay to the first longitudinal beam 111 and the second longitudinal beam 112, so that The fabrication of the bottom longitudinal beam assembly 11 is less difficult and has a high yield.

作为一种可选实施例,请结合参阅图3和图4,所述立柱1131与所述第一纵梁111之间通过焊接或紧固件(图中未示出)连接。所述立柱1131与所述第二纵梁112之间通过焊接或紧固件连接。所述斜拉件1132与所述第一纵梁111之间通过焊接或紧固件连接。所述斜拉件1132与所述第二纵梁112之间通过焊接或紧固件连接。例如,如图3和图4所示,所述立柱1131焊接在所述第一纵梁111与所述第二纵梁112之间,所述斜拉件1132焊接在所述第一纵梁111与所述第二纵梁112之间。焊接方式的稳定性和连接强度较强,有利于保证所述箱体300的结构强度和可靠性。本申请实施例所述紧固件包括但不限于螺栓、铆钉等。As an optional embodiment, please refer to FIG. 3 and FIG. 4 in conjunction, the upright column 1131 is connected to the first longitudinal beam 111 through welding or fasteners (not shown in the figure). The upright column 1131 is connected to the second longitudinal beam 112 by welding or fasteners. The diagonal stay 1132 is connected to the first longitudinal beam 111 by welding or fasteners. The diagonal stay 1132 is connected to the second longitudinal beam 112 by welding or fasteners. For example, as shown in FIG. 3 and FIG. 4 , the column 1131 is welded between the first longitudinal beam 111 and the second longitudinal beam 112 , and the diagonal stay 1132 is welded to the first longitudinal beam 111 and the second longitudinal beam 112 . The stability and connection strength of the welding method are strong, which is beneficial to ensure the structural strength and reliability of the box body 300 . The fasteners described in the embodiments of the present application include but are not limited to bolts, rivets, and the like.

可选的,所述立柱1131与所述第一纵梁111之间的连接方式、所述立柱1131与所述第二纵梁112之间的连接方式、所述斜拉件1132与所述第一纵梁111之间的连接方式、所述斜拉件1132与所述第二纵梁112之间的连接方式相同。Optionally, the connection mode between the column 1131 and the first longitudinal beam 111 , the connection mode between the column 1131 and the second longitudinal beam 112 , the connection mode between the cable-staying member 1132 and the first longitudinal beam 113 The connection method between the first longitudinal beam 111 and the connection method between the cable-staying member 1132 and the second longitudinal beam 112 are the same.

在一种实施方式中,依次将所述立柱1131和所述斜拉件1132焊接至所述第一纵梁111。在另一种实施方式中,先将所述立柱1131与所述斜拉件1132焊接成一体件,而后将该一体件焊接至所述第一纵梁111。In one embodiment, the column 1131 and the diagonal member 1132 are welded to the first longitudinal beam 111 in sequence. In another embodiment, the upright column 1131 and the diagonal member 1132 are firstly welded into an integral piece, and then the integral piece is welded to the first longitudinal beam 111 .

作为一种可选实施例,请结合参阅图3、图7以及图8,所述框架1的顶部包括彼此平行的两根顶部纵梁21。所述顶部纵梁21构成所述顶部的纵向长边。所述两根顶部纵梁21一一对应地与所述两组底部纵梁组件11彼此间隔且平行设置。所述顶部纵梁21与所述底部纵梁组件11之间镂空设置。换言之,所述顶部纵梁21与所述底部纵梁组件11之间不设置侧板,使得所述箱体300得以实现单层N(N为大于等于2的整数)箱式扩容,相邻的两个所述箱体300之间通过所述顶部纵梁21与所述底部纵梁组件11之间的空间实现互通。As an optional embodiment, please refer to FIG. 3 , FIG. 7 and FIG. 8 , the top of the frame 1 includes two top longitudinal beams 21 parallel to each other. The roof stringers 21 constitute the long longitudinal sides of the roof. The two top longitudinal beams 21 are spaced from and parallel to the two groups of bottom longitudinal beam assemblies 11 in one-to-one correspondence. The space between the top stringer 21 and the bottom stringer assembly 11 is hollowed out. In other words, there is no side plate between the top stringer 21 and the bottom stringer assembly 11, so that the box body 300 can achieve single-layer N (N is an integer greater than or equal to 2) box-type expansion, and adjacent The two boxes 300 communicate with each other through the space between the top stringer 21 and the bottom stringer assembly 11 .

所述顶部纵梁21采用方管型材(如图7所示)或型钢梁型材(如图8所示)。此时,所述顶部纵梁21具有较强的抗弯强度,所述框架1的顶部具有足够的结构强度,从而提高了所述框架1的整体结构强度。多个所述箱体300并箱成拼接箱体400后,无需在所述拼接箱体400内部额外设置支撑柱,从而避免支撑柱占用所述拼接箱体400的空间,提高了空间利用率,也使得所述拼接箱体400内部整体感观较佳。The top longitudinal beam 21 adopts a square tube profile (as shown in FIG. 7 ) or a shaped steel beam profile (as shown in FIG. 8 ). At this time, the top longitudinal beam 21 has strong bending strength, and the top of the frame 1 has sufficient structural strength, thereby improving the overall structural strength of the frame 1 . After a plurality of the boxes 300 are combined into the spliced box 400, there is no need to additionally set support columns inside the spliced box 400, thereby preventing the support columns from occupying the space of the spliced box 400 and improving the space utilization rate. It also makes the overall appearance of the splicing box 400 better.

可选的,请结合参阅图3、图7以及图8,所述框架1还包括四组支撑组件3。所述四组支撑组件3分别支撑在所述两根顶部纵梁21的端部与所述两组底部纵梁组件11的端部之间。所述支撑组件3大致沿竖向延伸。每组所述支撑组件3包括主立柱31和辅立柱32。所述辅立柱32的侧面固接所述主立柱31的连接侧面310。所述顶部纵梁21的端部固接所述辅立柱32的端面和所述主立柱31的连接侧面310。Optionally, please refer to FIG. 3 , FIG. 7 and FIG. 8 in conjunction, the frame 1 further includes four sets of supporting components 3 . The four sets of supporting assemblies 3 are respectively supported between the ends of the two top stringers 21 and the ends of the two groups of bottom stringers 11 . The support assembly 3 generally extends vertically. Each set of support assemblies 3 includes main columns 31 and auxiliary columns 32 . A side surface of the auxiliary column 32 is fixedly connected to a connecting side surface 310 of the main column 31 . The end of the top longitudinal beam 21 is fixedly connected to the end surface of the auxiliary column 32 and the connection side surface 310 of the main column 31 .

在本实施例中,由于所述顶部纵梁21的端部固接所述辅立柱32的端面和所述主立柱31的连接侧面310,因此所述顶部纵梁21与所述支撑组件3之间的固接面积较大,并且所述顶部纵梁21同时得到多个方向的固定,因此所述顶部纵梁21与所述支撑组件3之间的连接关系可靠,有利于提高所述箱体300的所述框架1的整体强度。由于所述箱体300的所述框架1整体(包括顶部和底部)具有较强的结构强度,因此所述箱体300和所述集装箱数据中心100的结构强度高,所述箱体300承载能力较强,所述箱体300能够提供可靠的机械及环境保护,并且所述箱体300支持单层N箱式扩容方式和多层堆叠式扩容方式,扩容方式灵活、多样。In this embodiment, since the end of the top longitudinal beam 21 is fixedly connected to the end surface of the auxiliary column 32 and the connecting side surface 310 of the main column 31, the connection between the top longitudinal beam 21 and the support assembly 3 The fixing area between them is relatively large, and the top stringer 21 is fixed in multiple directions at the same time, so the connection relationship between the top stringer 21 and the support assembly 3 is reliable, which is conducive to improving the box body. 300 for the overall strength of the frame 1 . Since the frame 1 of the box 300 as a whole (including the top and bottom) has strong structural strength, the structural strength of the box 300 and the container data center 100 is high, and the load capacity of the box 300 is Strong, the box 300 can provide reliable mechanical and environmental protection, and the box 300 supports single-layer N-box expansion and multi-layer stacking expansion, and the expansion methods are flexible and diverse.

可选的,每个所述主立柱31的两端均设置有角件33。所述角件33上设有能够用作举升点的孔,以方便所述箱体300和所述集装箱数据中心100的搬运。Optionally, corner fittings 33 are provided at both ends of each main column 31 . The corner piece 33 is provided with a hole that can be used as a lifting point, so as to facilitate the handling of the box body 300 and the containerized data center 100 .

作为一种可选实施例,所述主立柱31采用方管型材、型钢梁型材或钣金折弯件。所述辅立柱32采用方管型材、型钢梁型材或钣金折弯件。采用特殊型材的所述主立柱31和所述辅立柱32的结构强度较强,从而能够配合所述底部纵梁组件11和所述顶部纵梁21,共同构成结构强度较高的所述框架1,从而满足所述箱体300的拼箱需求。As an optional embodiment, the main column 31 adopts a square pipe profile, a shaped steel beam profile or a bent sheet metal piece. The auxiliary column 32 adopts a square pipe profile, a shaped steel beam profile or a bent sheet metal piece. The structural strength of the main column 31 and the auxiliary column 32 using special profiles is relatively strong, so that they can cooperate with the bottom longitudinal beam assembly 11 and the top longitudinal beam 21 to jointly form the frame 1 with high structural strength. , so as to meet the LCL requirements of the box body 300 .

其中,所述主立柱31和所述辅立柱32采用相同的型材。例如,如图7所示,所述主立柱31和所述辅立柱32均采用方管,既能够降低所述主立柱31与所述辅立柱32之间的组装工艺难度,使得所述支撑组件3强度较高、可靠性高,还能够降低所述底部纵梁组件11和所述顶部纵梁21固接至所述支撑组件3的工艺难度,使得所述框架1的制作难度较小、良品率高。Wherein, the main column 31 and the auxiliary column 32 adopt the same profile. For example, as shown in Figure 7, both the main column 31 and the auxiliary column 32 adopt square tubes, which can reduce the difficulty of the assembly process between the main column 31 and the auxiliary column 32, so that the support assembly 3 The strength is high and the reliability is high, which can also reduce the technical difficulty of fixing the bottom stringer assembly 11 and the top stringer 21 to the support assembly 3, making the manufacture of the frame 1 less difficult and a good product High rate.

作为一种可选实施例,请结合参阅图3、图7以及图8所示,所述顶部纵梁21与所述主立柱31之间通过焊接(如图7所示)或紧固件4(如图8所示)连接。所述顶部纵梁21与所述辅立柱32之间通过焊接或紧固件(图中未示出)连接。例如,所述顶部纵梁21焊接所述主立柱31和所述辅立柱32,焊接方式的稳定性和连接强度较强,有利于保证所述箱体300的结构强度和可靠性。本申请实施例所述紧固件包括但不限于螺栓、铆钉等。As an optional embodiment, please refer to FIG. 3, FIG. 7 and FIG. (as shown in Figure 8) to connect. The top longitudinal beam 21 is connected to the auxiliary column 32 by welding or fasteners (not shown in the figure). For example, the top longitudinal beam 21 is welded to the main column 31 and the auxiliary column 32 , and the stability and connection strength of the welding method are strong, which is beneficial to ensure the structural strength and reliability of the box body 300 . The fasteners described in the embodiments of the present application include but are not limited to bolts, rivets, and the like.

可以理解的是,当所述主立柱31的端部均设置所述角件33时,所述顶部纵梁21可通过固接所述角件33来实现与所述主立柱31之间的彼此固定。It can be understood that when the ends of the main columns 31 are provided with the corner fittings 33 , the top longitudinal beam 21 can be connected with the main columns 31 by fastening the corner fittings 33 . fixed.

其中,采用紧固件4连接时,可借助角件5实现所述顶部纵梁21与所述主立柱31之间的连接。Wherein, when the fastener 4 is used for connection, the connection between the top longitudinal beam 21 and the main column 31 can be realized by means of the corner piece 5 .

作为一种可选实施例,请结合参阅图3和图9,所述第二纵梁112位于所述第一纵梁111与所述顶部纵梁21之间。所述第二纵梁112的端部固接所述辅立柱32的侧面。所述第一纵梁111的端部固接所述第一辅立柱32的端面和所述主立柱31的连接侧面310。可以理解的是,当所述主立柱31的端部均设置所述角件33时,所述第一纵梁111可通过固接所述角件33来实现与所述主立柱31之间的彼此固定。As an optional embodiment, please refer to FIG. 3 and FIG. 9 , the second longitudinal beam 112 is located between the first longitudinal beam 111 and the top longitudinal beam 21 . The end of the second longitudinal beam 112 is fixedly connected to the side of the auxiliary column 32 . The end of the first longitudinal beam 111 is fixedly connected to the end surface of the first auxiliary column 32 and the connection side surface 310 of the main column 31 . It can be understood that when the ends of the main columns 31 are provided with the corner fittings 33 , the first longitudinal beam 111 can realize the connection with the main columns 31 by fastening the corner fittings 33 . fixed to each other.

在本实施例中,由于所述底部纵梁组件11通过所述第一纵梁111和所述第二纵梁112同时连接至所述支撑组件3,因此所述底部纵梁组件11与所述支撑组件3之间的连接面积较大,并且所述第一纵梁111同时得到多个方向的固定,因此所述底部纵梁组件11与所述支撑组件3之间的连接关系可靠,有利于提高所述箱体300的所述框架1的整体强度。In this embodiment, since the bottom side beam assembly 11 is connected to the support assembly 3 through the first side beam 111 and the second side beam 112 at the same time, the bottom side beam assembly 11 and the The connection area between the support components 3 is relatively large, and the first longitudinal beam 111 is fixed in multiple directions at the same time, so the connection relationship between the bottom longitudinal beam component 11 and the support component 3 is reliable, which is beneficial to The overall strength of the frame 1 of the box body 300 is improved.

作为一种可选实施例,请结合参阅图2至图4、图7以及图9,所述箱体300还包括顶板6和底板7。所述顶板6与所述底板7相对设置。所述顶板6固接在所述两根顶部纵梁21之间。所述底板7固接在两个所述第一纵梁111之间。所述顶板6上设有多个凸起肋条61,以增强所述顶板6的强度。所述多个凸起肋条61等间距设置。As an optional embodiment, please refer to FIG. 2 to FIG. 4 , FIG. 7 and FIG. 9 , the box body 300 further includes a top plate 6 and a bottom plate 7 . The top board 6 is opposite to the bottom board 7 . The top plate 6 is fixedly connected between the two top longitudinal beams 21 . The bottom plate 7 is fixedly connected between the two first longitudinal beams 111 . The top board 6 is provided with a plurality of protruding ribs 61 to enhance the strength of the top board 6 . The plurality of protruding ribs 61 are arranged at equal intervals.

可选的,所述框架1的底部还包括两根底部横梁12。所述底部横梁12构成所述底部的短边。所述两根底部横梁12相对地位于所述两组底部纵梁组件11之间,且每根所述底部横梁12的端部均固接所述主立柱31。可以理解的是,当所述主立柱31的端部均设置所述角件33时,所述底部横梁12可通过固接所述角件33来实现与所述主立柱31之间的彼此固定。所述底板7同时连接两根所述第一纵梁111和所述两根底部横梁12。Optionally, the bottom of the frame 1 further includes two bottom beams 12 . The bottom beams 12 form the short sides of the bottom. The two bottom beams 12 are relatively located between the two groups of bottom longitudinal beam assemblies 11 , and the end of each bottom beam 12 is fixedly connected to the main column 31 . It can be understood that when the ends of the main columns 31 are provided with the corner fittings 33 , the bottom beam 12 can be fixed to the main columns 31 by fastening the corner fittings 33 . The bottom plate 7 is connected to the two first longitudinal beams 111 and the two bottom cross beams 12 at the same time.

所述框架1的顶部还包括两根顶部横梁22。所述顶部横梁22构成所述顶部的端边。所述两根顶部横梁22相对地位于所述两根顶部纵梁21之间,且每根所述底部横梁12的端部均固接所述主立柱31。可以理解的是,当所述主立柱31的端部均设置所述角件33时,所述顶部横梁22可通过固接所述角件33来实现与所述主立柱31之间的彼此固定。所述顶板6同时连接所述两根顶部纵梁21和所述两根顶部横梁22。The top of the frame 1 also includes two top beams 22 . The top beam 22 forms the end edge of the top. The two top beams 22 are relatively located between the two top longitudinal beams 21 , and the end of each bottom beam 12 is fixedly connected to the main column 31 . It can be understood that when the ends of the main columns 31 are provided with the corner fittings 33 , the top beam 22 can be fixed to the main column 31 by fastening the corner fittings 33 . The top plate 6 is connected to the two top longitudinal beams 21 and the two top cross beams 22 at the same time.

所述箱体300还包括两个端板8(又称端墙)。两个所述端板8分别连接在所述两根底部横梁12与所述两个顶部横梁22之间。所述端板8还同时连接相邻的两根所述主立柱31。其中一个所述端板8上可设功能孔口81,所述箱体300内部的所述信息通讯技术设备200、配电设备、监控设备等可通过所述功能孔口81实现与外部的连接或交互,以满足所述集装箱数据中心100的使用和维护需求。The box body 300 also includes two end plates 8 (also called end walls). The two end plates 8 are respectively connected between the two bottom beams 12 and the two top beams 22 . The end plate 8 is also connected to two adjacent main columns 31 at the same time. One of the end plates 8 can be provided with a functional opening 81, and the information and communication technology equipment 200, power distribution equipment, and monitoring equipment inside the box 300 can be connected to the outside through the functional opening 81. or interact to meet the use and maintenance requirements of the container data center 100 .

在其他实施例中,所述底部横梁12可由底部横梁组件替换,所述底部横梁组件的结构与所述底部纵梁组件11的结构相同、延伸长度不同。所述顶部横梁22的结构可与所述顶部纵梁21的结构相同、延伸长度不同。In other embodiments, the bottom cross beam 12 can be replaced by a bottom cross beam assembly, and the bottom cross beam assembly has the same structure as the bottom longitudinal beam assembly 11 but has a different extension length. The structure of the top beam 22 may be the same as that of the top longitudinal beam 21 , but the extension length is different.

可选的,当所述顶部纵梁21选用工字钢或H型钢时,所述顶板6的边缘可嵌入所述顶部纵梁21,以增加两者之间的连接强度和稳定度。当所述第一纵梁111选用工字钢或H型钢时,所述底板7的边缘可嵌入所述顶部纵梁21,以增加两者之间的连接强度和稳定度。Optionally, when the top longitudinal beam 21 is I-shaped steel or H-shaped steel, the edge of the top plate 6 can be embedded in the top longitudinal beam 21 to increase the connection strength and stability between the two. When the first longitudinal beam 111 is I-shaped steel or H-shaped steel, the edge of the bottom plate 7 can be embedded in the top longitudinal beam 21 to increase the connection strength and stability between the two.

以上所述,仅为本申请的具体实施方式,但本申请的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本申请揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本申请的保护范围之内。因此,本申请的保护范围应以所述权利要求的保护范围为准。The above is only a specific implementation of the application, but the scope of protection of the application is not limited thereto. Anyone familiar with the technical field can easily think of changes or substitutions within the technical scope disclosed in the application. Should be covered within the protection scope of this application. Therefore, the protection scope of the present application should be determined by the protection scope of the claims.

Claims (10)

1.一种箱体,应用于集装箱数据中心,其特征在于,所述箱体包括框架,所述框架的底部包括彼此平行的两组底部纵梁组件,每组所述底部纵梁组件均包括第一纵梁、第二纵梁以及多组加强构件,所述第一纵梁与所述第二纵梁彼此间隔且平行设置,所述多组加强构件间隔地位于所述第一纵梁与所述第二纵梁之间,每组所述加强构件均包括立柱和斜拉件,所述立柱和所述斜拉件均固接在所述第一纵梁与所述第二纵梁之间,所述立柱的延伸方向与所述斜拉件的延伸方向相交。1. A box body, which is applied to a container data center, is characterized in that the box body includes a frame, and the bottom of the frame includes two sets of bottom stringer assemblies parallel to each other, and each set of bottom stringer assemblies includes The first longitudinal beam, the second longitudinal beam and multiple sets of reinforcement members, the first longitudinal beam and the second longitudinal beam are arranged in parallel with each other, and the multiple sets of reinforcement members are spaced between the first longitudinal beam and the second longitudinal beam. Between the second longitudinal beams, each group of the reinforcing members includes a column and a cable-stayed piece, and the columns and the cable-stayed pieces are fixedly connected between the first longitudinal beam and the second longitudinal beam Between, the extension direction of the column intersects with the extension direction of the diagonal member. 2.如权利要求1所述的箱体,其特征在于,单组所述加强构件包括一个所述立柱和两个所述斜拉件,两个所述斜拉件相对所述立柱对称设置。2 . The box body according to claim 1 , wherein a single set of the reinforcing member includes one column and two diagonal members, and the two diagonal members are arranged symmetrically with respect to the column. 3 . 3.如权利要求1所述的箱体,其特征在于,所述第一纵梁采用方管型材或型钢梁型材。3. The box body according to claim 1, characterized in that, the first longitudinal girder adopts a square tube profile or a shaped steel beam profile. 4.如权利要求1~3任一项所述的箱体,其特征在于,所述框架的顶部包括彼此平行的两根顶部纵梁,所述两根顶部纵梁一一对应地与所述两组底部纵梁组件彼此间隔且平行设置,所述顶部纵梁与所述底部纵梁组件之间镂空设置,所述顶部纵梁采用方管型材或型钢梁型材。4. The box body according to any one of claims 1 to 3, characterized in that, the top of the frame includes two top longitudinal beams parallel to each other, and the two top longitudinal beams are in one-to-one correspondence with the The two groups of bottom longitudinal beam assemblies are spaced apart from each other and arranged in parallel, the space between the top longitudinal beams and the bottom longitudinal beam assemblies is hollowed out, and the top longitudinal beams are made of square tube profiles or shaped steel beam profiles. 5.如权利要求4所述的箱体,其特征在于,所述框架还包括四组支撑组件,所述四组支撑组件分别支撑在所述两根顶部纵梁的端部与所述两组底部纵梁组件的端部之间,每组所述支撑组件包括主立柱和辅立柱,所述辅立柱的侧面固接所述主立柱的连接侧面,所述顶部纵梁的端部固接所述辅立柱的端面和所述主立柱的连接侧面。5. The box body according to claim 4, wherein the frame further comprises four sets of support assemblies, and the four sets of support assemblies are respectively supported on the ends of the two top longitudinal beams and the two sets of support assemblies. Between the ends of the bottom longitudinal beam assembly, each set of support assemblies includes a main column and an auxiliary column, the side of the auxiliary column is fixed to the connecting side of the main column, and the end of the top longitudinal beam is fixed to the The end face of the auxiliary column and the connecting side of the main column. 6.如权利要求5所述的箱体,其特征在于,所述主立柱采用方管型材、型钢梁型材或钣金折弯件。6 . The box body according to claim 5 , wherein the main column adopts a square tube profile, a shaped steel beam profile or a bent sheet metal piece. 7 . 7.如权利要求5或6所述的箱体,其特征在于,所述第二纵梁位于所述第一纵梁与所述顶部纵梁之间,所述第二纵梁的端部固接所述辅立柱的侧面,所述第一纵梁的端部固接所述第一辅立柱的端面和所述主立柱的连接侧面。7. The box according to claim 5 or 6, wherein the second longitudinal beam is located between the first longitudinal beam and the top longitudinal beam, and the end of the second longitudinal beam is fixed connected to the side of the auxiliary column, and the end of the first longitudinal beam is fixedly connected to the end face of the first auxiliary column and the connecting side of the main column. 8.如权利要求7所述的箱体,其特征在于,所述箱体还包括顶板和底板,所述顶板固接在所述两根顶部纵梁之间,所述底板固接在两个所述第一纵梁之间。8. The box body according to claim 7, wherein the box body further comprises a top plate and a bottom plate, the top plate is fixed between the two top longitudinal beams, and the bottom plate is fixed between the two top longitudinal beams. between the first stringers. 9.如权利要求8所述的箱体,其特征在于,所述框架的底部还包括两根底部横梁,所述两根底部横梁相对地位于所述两组底部纵梁组件之间,且每根所述底部横梁的端部均固接所述主立柱;9. The box body according to claim 8, wherein the bottom of the frame further comprises two bottom cross beams, the two bottom cross beams are relatively located between the two groups of bottom longitudinal beam assemblies, and each The ends of the bottom beams are all fixedly connected to the main column; 所述框架的顶部还包括两根顶部横梁,所述两根顶部横梁相对地位于所述两根顶部纵梁之间,且每根所述底部横梁的端部均固接所述主立柱;The top of the frame also includes two top beams, the two top beams are relatively located between the two top longitudinal beams, and the ends of each bottom beam are fixed to the main column; 所述箱体还包括两个端板,两个所述端板分别连接在所述两根底部横梁与所述两个顶部横梁之间。The box body further includes two end plates, and the two end plates are respectively connected between the two bottom beams and the two top beams. 10.一种集装箱数据中心,其特征在于,包括信息通信技术设备和如权利要求1~9任一项所述箱体,所述信息通信设备安装在所述箱体内。10. A containerized data center, characterized by comprising information communication technology equipment and the box body according to any one of claims 1 to 9, the information communication equipment being installed in the box body.
CN201711101758.4A 2017-11-10 2017-11-10 Babinet and container data center Pending CN107905577A (en)

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Application publication date: 20180413