CN111287503A - A modular building structural unit and building - Google Patents

A modular building structural unit and building Download PDF

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Publication number
CN111287503A
CN111287503A CN202010249865.7A CN202010249865A CN111287503A CN 111287503 A CN111287503 A CN 111287503A CN 202010249865 A CN202010249865 A CN 202010249865A CN 111287503 A CN111287503 A CN 111287503A
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truss
modular building
building structural
unit
structural unit
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马明
张强
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Jiangsu Shuangliang Cooling System Co ltd
CABR Technology Co Ltd
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CABR Technology Co Ltd
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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
    • E04H5/10Buildings forming part of cooling plants
    • E04H5/12Cooling towers
    • 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
    • E04B1/19Three-dimensional [3D] framework structures
    • 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
    • E04B1/19Three-dimensional [3D] framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • 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
    • E04B1/19Three-dimensional [3D] framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • E04B1/1906Connecting nodes specially adapted therefor with central spherical, semispherical or polyhedral connecting element
    • 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
    • E04B1/19Three-dimensional [3D] framework structures
    • E04B2001/1957Details of connections between nodes and struts
    • E04B2001/1972Welded or glued connection

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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 invention provides a modular building structure unit and a building, wherein the modular building structure unit comprises: the three side trusses are arranged in a triangular shape; the middle truss is arranged in a triangular space defined by the three side trusses, the middle truss comprises one or more triangular truss units, when one truss unit is adopted, three vertexes of the truss unit are respectively connected with the side trusses, when a plurality of truss units are adopted, the three vertexes of the truss unit are respectively connected with the side trusses or the vertexes of the other truss unit, and each side truss is connected with the truss unit; and three welding nodes, wherein the three welding nodes are respectively arranged at the top points of the triangle formed by the three side trusses. The modular building structure unit is simple in structure, convenient to produce and process, good in stability, high in structural strength, small in field installation workload, convenient to install, and high in installation precision and installation efficiency.

Description

一种模块化建筑结构单元及建筑物A modular building structural unit and building

技术领域technical field

本发明实施例涉及建筑结构技术领域,尤其涉及一种模块化建筑结构单元及应用该模块化建筑结构单元构建的建筑物。Embodiments of the present invention relate to the technical field of building structures, and in particular, to a modular building structure unit and a building constructed using the modular building structure unit.

背景技术Background technique

传统火电厂的冷却塔通常采用钢筋混凝土结构,这种结构的冷却塔重量较大,地震作用明显。且塔体采用大量的混凝土结构,不符合国家绿色环保的发展理念。近年来,随着空冷技术的发展,电厂的冷却系统开始采用水资源零损耗的间接空冷系统,正常工作时,冷却塔内部为干燥环境,有利于钢结构防腐。与钢筋混凝土结构塔相比,钢结构冷却塔具有环保、经济性好、抗震性能好、可靠性高、施工周期短等优势,具有较好的应用前景。随着国家产业政策的调整,绿色环保的钢结构冷却塔逐步在各发电厂使用。The cooling tower of traditional thermal power plant usually adopts reinforced concrete structure, the cooling tower of this structure is heavy and has obvious earthquake effect. Moreover, the tower body adopts a large number of concrete structures, which does not conform to the national development concept of green environmental protection. In recent years, with the development of air-cooling technology, the cooling system of the power plant has begun to adopt an indirect air-cooling system with zero water loss. During normal operation, the interior of the cooling tower is a dry environment, which is conducive to the anti-corrosion of the steel structure. Compared with reinforced concrete structure towers, steel structure cooling towers have the advantages of environmental protection, good economy, good seismic performance, high reliability, and short construction period, and have good application prospects. With the adjustment of the national industrial policy, green and environmentally friendly steel structure cooling towers are gradually being used in power plants.

目前国内已经完成的钢结构空冷塔多采用角钢格构式构件,节点连接处采用了大量的节点板,通过焊接进行连接,现场焊接工作量非常大,空中安装时,板件的定位难度大。At present, the steel structure air-cooling towers that have been completed in China mostly use angle steel lattice members, and a large number of gusset plates are used at the node connections, which are connected by welding.

发明内容SUMMARY OF THE INVENTION

有鉴于现有技术中存在的上述问题,本发明实施例提供了一种结构稳定性较高、原材料用量较少的模块化建筑结构单元及应用该模块化建筑结构单元构建的建筑物。In view of the above problems existing in the prior art, the embodiments of the present invention provide a modular building structural unit with high structural stability and less consumption of raw materials, and a building constructed by using the modular building structural unit.

为解决上述问题,本发明实施例提供的技术方案是:In order to solve the above problems, the technical solutions provided by the embodiments of the present invention are:

一种模块化建筑结构单元,包括:A modular building structural unit comprising:

三个侧桁架,其三者呈三角形布置;three side trusses, three of which are arranged in a triangle;

中间桁架,其设置在三个所述侧桁架围成的三角形空间内,所述中间桁架包括一个或多个三角形的桁架单元,当所述桁架单元为一个时,所述桁架单元的三个顶点分别与所述侧桁架连接,当所述桁架单元为多个时,所述桁架单元的三个顶点分别与所述侧桁架连接或与另一所述桁架单元的顶点连接,且每个所述侧桁架上均连接有所述桁架单元;The middle truss is arranged in the triangular space enclosed by the three side trusses, the middle truss includes one or more triangular truss units, and when the truss unit is one, the three vertices of the truss unit are respectively connected with the side truss, when there are multiple truss units, the three vertices of the truss unit are respectively connected with the side truss or with the vertex of another truss unit, and each of the The side trusses are all connected with the truss units;

三个焊接节点,其三者分别设置在三个所述侧桁架所形成的三角形的顶点处。Three welding nodes are respectively arranged at the vertices of the triangle formed by the three side trusses.

在一些实施例中,所述桁架单元的三条边分别与三个所述侧桁架平行。In some embodiments, the three sides of the truss unit are respectively parallel to the three side trusses.

在一些实施例中,所述桁架单元与所述侧桁架的连接点位于所述侧桁架的等分点处。In some embodiments, the connection point of the truss element to the side truss is at the bisector point of the side truss.

在一些实施例中,所述侧桁架为平面桁架。In some embodiments, the side trusses are planar trusses.

在一些实施例中,所述侧桁架包括相对设置的第一架杆和第二架杆,以及连接在所述第一架杆和第二架杆之间的若干第一连接梁。In some embodiments, the side truss includes first and second frame rods disposed opposite to each other, and a plurality of first connecting beams connected between the first and second frame rods.

在一些实施例中,所述桁架单元包括相对设置的第一框架和第二框架,以及连接在所述第一框架和所述第二框架之间的若干第二连接梁。In some embodiments, the truss unit includes a first frame and a second frame disposed opposite to each other, and a plurality of second connecting beams connected between the first frame and the second frame.

在一些实施例中,三个所述侧桁架所形成的三角形为等腰三角形。In some embodiments, the triangle formed by the three side trusses is an isosceles triangle.

在一些实施例中,三个所述侧桁架所形成的三角形的顶点处设有球体或管体以形成所述焊接节点。In some embodiments, a sphere or a tube is provided at the vertex of the triangle formed by the three side trusses to form the welded joint.

一种建筑物,包括多个如上所述的模块化建筑结构单元,其中,一个所述模块化建筑结构单元的焊接节点与另外至少一个所述模块化建筑结构单元的焊接节点连接。A building includes a plurality of modular building structural units as described above, wherein a welded joint of one of the modular building structural units is connected to at least one welded joint of the other modular building structural unit.

在一些实施例中,所述模块化建筑结构单元的一侧设有加强桁架,所述加强桁架与所述模块化建筑结构单元之间通过斜撑杆连接。In some embodiments, one side of the modular building structural unit is provided with a reinforcing truss, and the reinforcing truss and the modular building structural unit are connected by diagonal struts.

与现有技术相比,本发明实施例的有益效果在于:Compared with the prior art, the beneficial effects of the embodiments of the present invention are:

本发明实施例的模块化建筑结构单元,结构简单,生产加工方便,稳定性较好,结构强度较高,现场安装工作量较小,安装方便,安装精度和安装效率均较高,应用该模块化建筑结构单元的建筑物,具有建筑成本较低,组装速度较快的优点。The modular building structural unit of the embodiment of the present invention has the advantages of simple structure, convenient production and processing, good stability, high structural strength, small on-site installation workload, convenient installation, high installation accuracy and installation efficiency, and the application of this module The building with the structural unit of the building has the advantages of lower construction cost and faster assembly speed.

附图说明Description of drawings

图1为本发明实施例的模块化建筑结构单元的第一种实施例的结构示意图;1 is a schematic structural diagram of a first embodiment of a modular building structural unit according to an embodiment of the present invention;

图2为本发明实施例的模块化建筑结构单元的第二种实施例的结构示意图;2 is a schematic structural diagram of a second embodiment of the modular building structural unit according to an embodiment of the present invention;

图3为本发明实施例的建筑物的侧视结构示意图;Fig. 3 is the side view structure schematic diagram of the building of the embodiment of the present invention;

图4为本发明实施例的建筑物的部分结构示意图;4 is a schematic diagram of a partial structure of a building according to an embodiment of the present invention;

图5为本发明实施例的建筑物的俯视结构示意图。FIG. 5 is a schematic top-view structural diagram of a building according to an embodiment of the present invention.

附图标记说明:Description of reference numbers:

10-模块化建筑结构单元;10 - Modular building structural units;

20-侧桁架;21-第一架杆;22-第二架杆;23-第一连接梁;20-side truss; 21-first pole; 22-second pole; 23-first connecting beam;

30-中间桁架;31-桁架单元;32-第一框架;33-第二框架;34-第二连接梁;30-intermediate truss; 31-truss unit; 32-first frame; 33-second frame; 34-second connecting beam;

40-焊接节点;40 - Welded nodes;

50-加强桁架;50 - Reinforced trusses;

60-斜撑杆。60 - Diagonal struts.

具体实施方式Detailed ways

为使本领域技术人员更好的理解本发明实施例的技术方案,下面结合附图和具体实施方式对本发明作详细说明。In order to make those skilled in the art better understand the technical solutions of the embodiments of the present invention, the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.

参见图1所示,本发明实施例提供了一种模块化建筑结构单元,其包括:中间桁架30、三个侧桁架20和三个焊接节点40,三个侧桁架20三者呈三角形布置。中间桁架30设置在三个侧桁架20围成的三角形空间内,中间桁架30包括一个或多个三角形的桁架单元31,当模块化建筑结构单元的尺寸较小时,该中间桁架30可包括一个桁架单元31,桁架单元31的三个顶点可分别与侧桁架20连接;当模块化建筑结构单元的尺寸较大时,该中间桁架30可包括多个桁架单元31,桁架单元31的三个顶点分别与侧桁架20连接或与另一桁架单元31的顶点连接,且每个侧桁架20上均连接有桁架单元31;三个焊接节点40三者分别设置在三个侧桁架20所形成的三角形的顶点处。Referring to FIG. 1 , an embodiment of the present invention provides a modular building structural unit, which includes: a middle truss 30 , three side trusses 20 and three welded nodes 40 , and the three side trusses 20 are arranged in a triangle. The middle truss 30 is arranged in the triangular space enclosed by the three side trusses 20. The middle truss 30 includes one or more triangular truss units 31. When the size of the modular building structural unit is small, the middle truss 30 may include one truss The unit 31, the three vertices of the truss unit 31 can be respectively connected with the side truss 20; when the size of the modular building structure unit is larger, the middle truss 30 can include a plurality of truss units 31, and the three vertices of the truss unit 31 are respectively It is connected with the side truss 20 or with the vertex of another truss unit 31, and each side truss 20 is connected with a truss unit 31; at the apex.

该模块化建筑结构单元的三个侧桁架20呈三角形布置,从而使该模块化建筑结构单元形成了稳定性较好三角形结构,中间桁架30分别与三个侧桁架20连接,并且中间桁架30单元的桁架单元31也采用稳定性较好的三角形结构,能够进一步提高该模块化建筑结构单元的稳定性和结构强度。在保证稳定性和结构强度要求的情况下,能够降低对桁架材料强度的要求,如桁架可采用直径相对较小的架杆或连接梁,有益于节省原材料用量,而且结构简单,生产加工方便。The three side trusses 20 of the modular building structural unit are arranged in a triangular shape, so that the modular building structural unit forms a triangular structure with good stability. The truss unit 31 also adopts a triangular structure with good stability, which can further improve the stability and structural strength of the modular building structural unit. In the case of ensuring the stability and structural strength requirements, the requirements for the strength of the truss material can be reduced. For example, the truss can use a relatively small diameter frame rod or connecting beam, which is beneficial to save the amount of raw materials, and has a simple structure and convenient production and processing.

使用时,该模块化建筑结构单元仅需通过焊接节点40互相连接就能够形成建筑物,或者通过焊接节点40与其他建筑物或构筑物连接,现场安装工作量较小,安装方便,安装精度和安装效率均较高。When in use, the modular building structural units only need to be connected to each other through the welding nodes 40 to form a building, or to be connected to other buildings or structures through the welding nodes 40, the on-site installation workload is small, the installation is convenient, and the installation accuracy and installation accuracy are high. Efficiency is higher.

以下结合附图和具体实施例对本发明实施例的模块化建筑结构单元的结构和原理进行详细说明。The structure and principle of the modular building structural unit of the embodiment of the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.

在一些实施例中,三个侧桁架20所形成的三角形可为等腰三角形,以使该模块化建筑结构单元在左右两侧受力均衡。优选的,该等腰三角形的顶角可配置为在30°-120°之间。进一步的,三个侧桁架20所形成的三角形也可为等边三角形,或者也可根据建筑物的实际需求,调整三个侧桁架20所形成的三角形的边长和内角。In some embodiments, the triangle formed by the three side trusses 20 may be an isosceles triangle, so that the modular building structural unit can be force-balanced on the left and right sides. Preferably, the vertex angle of the isosceles triangle can be configured to be between 30°-120°. Further, the triangle formed by the three side trusses 20 can also be an equilateral triangle, or the side length and inner angle of the triangle formed by the three side trusses 20 can also be adjusted according to the actual requirements of the building.

在一些实施例中,侧桁架20可为平面桁架,平面桁架结构简单,在满足结构强度要求的情况下,能够节省原材料用量。当然,该侧桁架20也可采用立体桁架。在具体实施时,该侧桁架20可包括相对设置的第一架杆21和第二架杆22,以及连接在第一架杆21和第二架杆22之间的若干第一连接梁23。该第一架杆21、第二架杆22及第一连接梁23均可采用空心管材。从形状上来说,该空心管材可为方管,也可为圆管。从材质上来说,该空心管材可为钢管或铝合金管等。从尺寸上来说,第一架杆21和第二架杆22的直径可配置的较大,第一连接梁23的直径可配置的较小。需要说明的是,该第一架杆21、第二架杆22及第一连接梁23所采用的不仅限于上述列举的型材,也可采用其他类型的型材。In some embodiments, the side truss 20 may be a plane truss. The plane truss has a simple structure and can save the amount of raw materials when the structural strength requirements are met. Of course, the side truss 20 can also be a solid truss. In a specific implementation, the side truss 20 may include a first frame rod 21 and a second frame rod 22 arranged opposite to each other, and a plurality of first connecting beams 23 connected between the first frame rod 21 and the second frame rod 22 . The first frame rod 21 , the second frame rod 22 and the first connecting beam 23 can all be made of hollow pipes. In terms of shape, the hollow tube can be a square tube or a round tube. In terms of material, the hollow pipe material can be a steel pipe or an aluminum alloy pipe or the like. In terms of size, the diameters of the first frame rod 21 and the second frame rod 22 can be configured to be larger, and the diameter of the first connecting beam 23 can be configured to be smaller. It should be noted that, the first frame rod 21 , the second frame rod 22 and the first connecting beam 23 are not limited to the profiles listed above, and other types of profiles can also be used.

连接方式上,第一连接梁23可倾斜连接在第一架杆21和第二架杆22之间,如第一连接梁23与第一架杆21和第二架杆22的夹角可为30°-90°之间,相邻的另一个第一连接梁23的一端可与前一个第一连接梁23的一端连接,该另一个第一连接梁23向另一个方向倾斜,与第一架杆21和第二架杆22之间的夹角可与前一个第一连接梁23与第一架杆21和第二架杆22之间的夹角相同。这样,相邻两个第一连接梁23与一个第一架杆21也形成了三角形结构,使该侧桁架20内部形成若干三角形结构,以使该侧桁架20具有较高的稳定性和结构强度,在保证结构强度的同时,有益于进一步节省原材料用量。进一步的,该第一架杆21和第二架杆22之间也可设置若干垂直于二者的第一连接梁23,并且倾斜布置的第一连接梁23和垂直布置的第一连接梁23可间隔布设,使该侧桁架20在各个方向上均具有较好的稳定性。In terms of connection mode, the first connecting beam 23 can be connected obliquely between the first frame rod 21 and the second frame rod 22, for example, the angle between the first connecting beam 23 and the first frame rod 21 and the second frame rod 22 can be Between 30°-90°, one end of another adjacent first connecting beam 23 can be connected with one end of the previous first connecting beam 23, and the other first connecting beam 23 is inclined in another direction, and is connected with the first connecting beam 23. The angle between the frame rod 21 and the second frame rod 22 may be the same as the angle between the previous first connecting beam 23 and the first frame rod 21 and the second frame rod 22 . In this way, two adjacent first connecting beams 23 and one first frame rod 21 also form a triangular structure, so that several triangular structures are formed inside the side truss 20, so that the side truss 20 has high stability and structural strength , while ensuring the structural strength, it is beneficial to further save the amount of raw materials. Further, a plurality of first connecting beams 23 that are perpendicular to the first frame rod 21 and the second frame rod 22 can also be arranged, and the first connecting beams 23 arranged obliquely and the first connecting beams 23 arranged vertically It can be arranged at intervals, so that the side truss 20 has better stability in all directions.

在一些实施例中,桁架单元31的三条边分别与三个侧桁架20平行,也即,桁架单元31所形成的三角形与三个侧桁架20所形成的三角形的三个内角一一相同。当中间桁架30包括多个桁架单元31时,桁架单元31之间也可采用三条边互相平行的方式布置,多个桁架单元31可均匀排布,如横向成行,斜向成列,一横或一列的首个和末个桁架单元31至少有一个顶点与侧桁架20连接,位于中间的桁架单元31的三个顶点可分别其他桁架单元31的顶点连接。In some embodiments, the three sides of the truss unit 31 are respectively parallel to the three side trusses 20 , that is, the triangle formed by the truss unit 31 and the three interior angles of the triangle formed by the three side trusses 20 are identical. When the middle truss 30 includes a plurality of truss units 31, the truss units 31 can also be arranged in a way that three sides are parallel to each other, and the plurality of truss units 31 can be evenly arranged, such as horizontal rows, oblique rows, horizontal or At least one vertex of the first and last truss units 31 in a row is connected to the side truss 20 , and the three vertexes of the truss unit 31 in the middle can be connected to vertexes of other truss units 31 respectively.

在一个优选实施例中,该桁架单元31与侧桁架20的连接点可位于侧桁架20的等分点处。例如,当中间桁架30包括一个桁架单元31时,该桁架单元31的三个顶点可分别连接在三个侧桁架20的中点处,当中间桁架30包括三个桁架单元31时,桁架单元31的顶点可连接在侧桁架20的三等分点处,依次类推。In a preferred embodiment, the connection point of the truss unit 31 and the side truss 20 may be located at the bisector point of the side truss 20 . For example, when the middle truss 30 includes one truss unit 31 , the three vertices of the truss unit 31 may be respectively connected at the midpoints of the three side trusses 20 , and when the middle truss 30 includes three truss units 31 , the truss units 31 The vertices of can be connected at the trisecting points of the side trusses 20, and so on.

在一些实施例中,该桁架单元31可为尺寸稍小的平面桁架,桁架单元31可包括相对设置的第一框架32和第二框架33,以及连接在第一框架32和第二框架33之间的若干第二连接梁34。该第一框架32和第二框架33可为形状相同的三角形框架,第二连接梁34可采用倾斜或垂直的方式连接在相对设置的两个三角形框架之间。例如,两个三角形框架的三个顶点之间可通过垂直于二者的第二连接梁34连接,三角形框架的相邻两个顶点之间可通过若干倾斜布置的第二连接梁34连接。第一框架32、第二框架33及第二连接梁34也可采用空心管材或其他型材加工而成。In some embodiments, the truss unit 31 can be a flat truss with a slightly smaller size, and the truss unit 31 can include a first frame 32 and a second frame 33 that are oppositely arranged and connected between the first frame 32 and the second frame 33 A plurality of second connecting beams 34 therebetween. The first frame 32 and the second frame 33 can be triangular frames with the same shape, and the second connecting beam 34 can be connected between the two opposite triangular frames in an inclined or vertical manner. For example, three vertices of two triangular frames can be connected by a second connecting beam 34 perpendicular to the two, and two adjacent vertices of the triangular frame can be connected by several second connecting beams 34 arranged obliquely. The first frame 32 , the second frame 33 and the second connecting beam 34 can also be made of hollow pipes or other profiles.

在一些实施例中,可在三个侧桁架20所形成的三角形的顶点处设置球体或管体,以形成具有较大焊接面的焊接节点40,方便相邻模块化建筑结构单元之间焊接操作的进行,或模块化建筑结构单元与其他建筑物之间焊接操作的进行,并使之能够形成牢固的连接。该球体可为例如空心球体,该球体的半径可大于第一架杆21和第二架杆22的直径,从而形成较大焊接面。在具体实施时,可在相邻两个侧桁架20的架杆的连接点处各设置空心球体,也即在两个第一架杆21的连接点处设置一个空心球,在两个第二架杆22的连接点处设置另一个空心球,如图1所示。当采用管体时,该管体的直径也可配置的较大,管体的两端可分别与第一架杆21和第二架杆22的端部连接,从而形成一个柱状的焊接节点40,如图2所示。In some embodiments, spheres or tubes may be provided at the vertices of the triangle formed by the three side trusses 20 to form a welded joint 40 with a larger welding surface to facilitate welding operations between adjacent modular building structural units , or welding operations between modular building structural units and other buildings and enabling them to form strong connections. The sphere can be, for example, a hollow sphere, and the radius of the sphere can be larger than the diameters of the first pole 21 and the second pole 22, thereby forming a larger welding surface. In specific implementation, hollow spheres may be arranged at the connection points of the frame bars of two adjacent side trusses 20, that is, a hollow sphere is arranged at the connection point of the two first frame bars 21, and a hollow sphere is arranged at the connection points of the two second frame bars 21 Another hollow ball is arranged at the connection point of the frame rod 22 , as shown in FIG. 1 . When a pipe body is used, the diameter of the pipe body can also be configured to be larger, and both ends of the pipe body can be connected to the ends of the first frame rod 21 and the end of the second frame rod 22 respectively, thereby forming a columnar welding node 40 ,as shown in picture 2.

参见图3所示,本发明实施例还提供了一种建筑物,该建筑物可为例如火电厂的冷却塔、房屋、体育场馆或其他类型的建筑物,该建筑物可包括多个如上所述的模块化建筑结构单元,模块化建筑结构单元之间可通过焊接节点40互相焊接在一起,模块化建筑结构单元与其他建筑物或构筑物之间可也通过焊接节点40实现连接。Referring to FIG. 3 , an embodiment of the present invention further provides a building, which may be, for example, a cooling tower of a thermal power plant, a house, a stadium, or other types of buildings, and the building may include a plurality of the above-mentioned buildings. For the modular building structural units described above, the modular building structural units can be welded to each other through welding nodes 40 , and the modular building structural units and other buildings or structures can also be connected through welding nodes 40 .

以冷却塔为例,可通过模块化建筑结构单元依次连接形成环形结构,并通过环形结构依次垒积,如图4所示,从而形成锥形塔基和设置在锥形塔基上的柱状塔体。Taking the cooling tower as an example, the modular building structural units can be connected in turn to form a ring structure, and stacked in turn through the ring structure, as shown in Figure 4, to form a conical tower base and a columnar tower set on the conical tower base. body.

配合图5所示,在一个优选实施例中,该建筑物还可包括加强桁架50和斜撑杆60,加强桁架50可设置在模块化建筑结构单元的一侧,斜撑杆60连接在加强桁架50和模块化建筑结构单元10之间,以使二者连接成整体,从而提高该建筑物的结构强度。As shown in FIG. 5 , in a preferred embodiment, the building may further include a reinforcing truss 50 and diagonal struts 60 , the reinforcing truss 50 may be arranged on one side of the modular building structural unit, and the diagonal bracing 60 is connected to the reinforcing truss 50 . Between the truss 50 and the modular building structural unit 10, the two are connected as a whole, thereby improving the structural strength of the building.

仍以上述冷却塔为例,可在模块化建筑结构单元10所形成的环节结构内部设置一环形的加强桁架50,斜撑杆60的一端可与模块化建筑结构单元10的焊接节点40连接,另一端与加强桁架50连接。Still taking the above-mentioned cooling tower as an example, a ring-shaped reinforcing truss 50 can be arranged inside the link structure formed by the modular building structural unit 10, and one end of the diagonal strut 60 can be connected with the welding node 40 of the modular building structural unit 10, The other end is connected to the reinforcing truss 50 .

本发明实施例的模块化建筑结构单元,结构简单,生产加工方便,稳定性较好,结构强度较高,现场安装工作量较小,安装方便,安装精度和安装效率均较高,应用该模块化建筑结构单元10的建筑物,具有建筑成本较低,组装速度较快的优点。The modular building structural unit of the embodiment of the present invention has the advantages of simple structure, convenient production and processing, good stability, high structural strength, small on-site installation workload, convenient installation, high installation accuracy and installation efficiency, and the application of this module The building with the integrated building structural unit 10 has the advantages of lower construction cost and faster assembly speed.

以上实施例仅为本发明的示例性实施例,不用于限制本发明,本发明的保护范围由权利要求书限定。本领域技术人员可以在本发明的实质和保护范围内,对本发明做出各种修改或等同替换,这种修改或等同替换也应视为落在本发明的保护范围内。The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Those skilled in the art can make various modifications or equivalent replacements to the present invention within the spirit and protection scope of the present invention, and such modifications or equivalent replacements should also be regarded as falling within the protection scope of the present invention.

Claims (10)

1.一种模块化建筑结构单元,其特征在于,包括:1. a modular building structural unit, is characterized in that, comprises: 三个侧桁架,其三者呈三角形布置;three side trusses, three of which are arranged in a triangle; 中间桁架,其设置在三个所述侧桁架围成的三角形空间内,所述中间桁架包括一个或多个三角形的桁架单元,当所述桁架单元为一个时,所述桁架单元的三个顶点分别与所述侧桁架连接,当所述桁架单元为多个时,所述桁架单元的三个顶点分别与所述侧桁架连接或与另一所述桁架单元的顶点连接,且每个所述侧桁架上均连接有所述桁架单元;The middle truss is arranged in the triangular space enclosed by the three side trusses, the middle truss includes one or more triangular truss units, and when the truss unit is one, the three vertices of the truss unit are respectively connected with the side truss, when there are multiple truss units, the three vertices of the truss unit are respectively connected with the side truss or with the vertex of another truss unit, and each of the The side trusses are all connected with the truss units; 三个焊接节点,其三者分别设置在三个所述侧桁架所形成的三角形的顶点处。Three welding nodes are respectively arranged at the vertices of the triangle formed by the three side trusses. 2.根据权利要求1所述的模块化建筑结构单元,其特征在于,所述桁架单元的三条边分别与三个所述侧桁架平行。2 . The modular building structural unit according to claim 1 , wherein the three sides of the truss unit are respectively parallel to the three side trusses. 3 . 3.根据权利要求1所述的模块化建筑结构单元,其特征在于,所述桁架单元与所述侧桁架的连接点位于所述侧桁架的等分点处。3. The modular building structural unit according to claim 1, wherein the connection point of the truss unit and the side trusses is located at the bisector point of the side trusses. 4.根据权利要求1所述的模块化建筑结构单元,其特征在于,所述侧桁架为平面桁架。4. The modular building structural unit of claim 1, wherein the side trusses are planar trusses. 5.根据权利要求4所述的模块化建筑结构单元,其特征在于,所述侧桁架包括相对设置的第一架杆和第二架杆,以及连接在所述第一架杆和第二架杆之间的若干第一连接梁。5 . The modular building structural unit according to claim 4 , wherein the side trusses comprise first and second poles disposed opposite to each other, and are connected to the first and second poles. 6 . Several first connecting beams between the rods. 6.根据权利要求4所述的模块化建筑结构单元,其特征在于,所述桁架单元包括相对设置的第一框架和第二框架,以及连接在所述第一框架和所述第二框架之间的若干第二连接梁。6. The modular building structural unit according to claim 4, wherein the truss unit comprises a first frame and a second frame arranged oppositely, and is connected between the first frame and the second frame Several second connecting beams between. 7.根据权利要求1所述的模块化建筑结构单元,其特征在于,三个所述侧桁架所形成的三角形为等腰三角形。7 . The modular building structural unit according to claim 1 , wherein the triangle formed by the three side trusses is an isosceles triangle. 8 . 8.根据权利要求1所述的模块化建筑结构单元,其特征在于,三个所述侧桁架所形成的三角形的顶点处设有球体或管体以形成所述焊接节点。8 . The modular building structural unit according to claim 1 , wherein a sphere or a tube is provided at the vertex of the triangle formed by the three side trusses to form the welded joint. 9 . 9.一种建筑物,其特征在于,包括多个如权利要求1-8任一项所述的模块化建筑结构单元,其中,一个所述模块化建筑结构单元的焊接节点与另外至少一个所述模块化建筑结构单元的焊接节点连接。9. A building, characterized by comprising a plurality of modular building structural units according to any one of claims 1-8, wherein a welded joint of one of the modular building structural units is connected to at least one other of the modular building structural units. Welded node connections of modular building structural elements described above. 10.根据权利要求9所述的建筑物,其特征在于,所述模块化建筑结构单元的一侧设有加强桁架,所述加强桁架与所述模块化建筑结构单元之间通过斜撑杆连接。10 . The building according to claim 9 , wherein a reinforcing truss is provided on one side of the modular building structural unit, and the reinforcing truss and the modular building structural unit are connected by diagonal struts. 11 . .
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