CN110792161A - A box-type modular composite steel structure and manufacturing method - Google Patents

A box-type modular composite steel structure and manufacturing method Download PDF

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CN110792161A
CN110792161A CN201911010267.8A CN201911010267A CN110792161A CN 110792161 A CN110792161 A CN 110792161A CN 201911010267 A CN201911010267 A CN 201911010267A CN 110792161 A CN110792161 A CN 110792161A
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rigid frame
box
column
module
box body
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张旭
张术东
姜坤
张剑冰
文柯
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MCC Tiangong Group Corp Ltd
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    • 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
    • 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
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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Abstract

本发明提供了一种箱式模块化组合钢结构及制造方法,包括:至少一个箱体模块,具有第一容纳空间;门式刚架,包括相连接的刚架立柱和刚架横梁,其中至少一个刚架立柱通过连接件铰接在箱体模块上;其中,箱体模块、刚架立柱及刚架横梁共同围成第二容纳空间。本发明,箱体模块作为维护体系和门式刚架的支撑结构,一方面提供连续的封闭小容纳空间,另一方面,门式刚架作为屋架覆盖在箱体模块上,提供高大开敞的建筑空间,有效地解决了钢结构箱式模块化无法满足大空间、大跨度建筑需求的问题;刚架立柱通过连接件铰接在箱体模块上,使得箱体模块与门式刚架组合结构整体性强,稳定性好,有利于抗震。

Figure 201911010267

The invention provides a box-type modular composite steel structure and a manufacturing method, comprising: at least one box body module having a first accommodating space; a portal-type rigid frame, including connected rigid-frame uprights and rigid-frame beams, wherein at least one A rigid frame column is hinged on the box body module through a connecting piece; wherein, the box body module, the rigid frame column and the rigid frame beam together form a second accommodating space. In the present invention, the box module is used as the support structure of the maintenance system and the portal frame, on the one hand, it provides a continuous closed small accommodation space; The building space effectively solves the problem that the steel structure box-type modularization cannot meet the needs of large space and large-span buildings; the rigid frame column is hinged on the box body module through the connecting piece, so that the box body module and the portal rigid frame combined structure are integrated as a whole. It has strong performance, good stability, and is conducive to earthquake resistance.

Figure 201911010267

Description

一种箱式模块化组合钢结构及制造方法A box-type modular composite steel structure and manufacturing method

技术领域technical field

本发明涉及钢结构模块化建筑技术领域,具体涉及一种箱式模块化组合钢结构及制造方法。The invention relates to the technical field of steel structure modular buildings, in particular to a box-type modular combined steel structure and a manufacturing method.

背景技术Background technique

钢结构模块化建筑已经渐渐走进人们的视野中,所谓模块化房屋就是将房子的组成部分,分成不同的功能模块,用模块化、标准化、通用化生产实现工厂制造,房屋可以随时随地在现场组装,而且整个组装过程更方便快捷。科技的进步以及人们对模块化房屋的需求提升,模块化房屋本身也在发展,市场上随即也出现各种各样功能设计的模块化房屋。Steel structure modular building has gradually entered people's field of vision. The so-called modular house is to divide the components of the house into different functional modules, and realize factory manufacturing with modular, standardized and generalized production. The house can be on site anytime, anywhere. Assembly, and the entire assembly process is more convenient and faster. With the advancement of technology and the increase in people's demand for modular houses, the modular houses themselves are also developing, and modular houses with various functional designs also appear on the market.

钢结构箱式模块化提供单一、简单的空间形式,类似传统民居中的“间”,适用于住宅、宿舍、旅馆、疗养院等类型的建筑,提供连续的封闭小空间。钢结构箱式模块化由于运输条件的限制,平面布置和空间布置(一般仅3m层高)都受到了一定的局限性,无法满足大空间、大跨度的建筑需求。也限制了模块化房屋的发展。The steel structure box-type modularity provides a single and simple space form, similar to the "room" in traditional dwellings. It is suitable for residential, dormitory, hotel, nursing home and other types of buildings, providing continuous closed small space. Due to the limitation of transportation conditions, the steel structure box-type modularization is limited in plane layout and space layout (generally only 3m high), and cannot meet the needs of large space and large span buildings. It also limits the development of modular housing.

有鉴于此,急需对现的钢结构箱式模块化进行改进,以满足大空间、大跨度建筑需求。In view of this, it is urgent to improve the existing steel structure box-type modularization to meet the needs of large-space and large-span buildings.

发明内容SUMMARY OF THE INVENTION

本发明的一个目的在于提供一种箱式模块化组合钢结构,能够实现箱式模块化连续的封闭小空间,又能实现大空间、大跨度的建筑需求。One object of the present invention is to provide a box-type modular composite steel structure, which can realize the box-type modular continuous closed small space, and can also meet the building requirements of large space and large span.

本发明的另一个目的在于提供一种箱式模块化组合钢结构的制造方法,安装方便快捷,省时省工,对于实现工业化生产有着积极地推动作用。Another object of the present invention is to provide a manufacturing method of a box-type modular composite steel structure, which is convenient and quick to install, saves time and labor, and has a positive role in promoting industrialized production.

本发明所采用的技术方案是提供一种箱式模块化组合钢结构,包括:The technical solution adopted in the present invention is to provide a box-type modular composite steel structure, including:

至少一个箱体模块,所述箱体模块具有第一容纳空间;at least one case module, the case module has a first accommodating space;

门式刚架,包括相连接的刚架立柱和刚架横梁,其中至少一个所述刚架立柱通过连接件铰接在所述箱体模块上;A portal rigid frame, comprising connected rigid frame uprights and rigid frame beams, wherein at least one of the rigid frame uprights is hinged on the box body module through a connector;

其中,所述箱体模块、所述刚架立柱及所述刚架横梁共同围成第二容纳空间。Wherein, the box module, the rigid frame column and the rigid frame beam together form a second accommodating space.

进一步地,所述箱体模块包括相连接的支撑柱和支撑梁,所述支撑柱和所述支撑梁共同围成所述第一容纳空间;所述连接件包括固定在所述支撑柱上的角件和设置在所述钢架立柱上的柱脚安装板,所述角件与所述安装板通过柱脚螺栓铰接固定。Further, the box body module includes a supporting column and a supporting beam connected to each other, and the supporting column and the supporting beam jointly enclose the first accommodating space; the connecting piece includes a supporting column fixed on the supporting column. A corner piece and a column foot mounting plate arranged on the steel frame upright column, the corner piece and the mounting plate are hingedly fixed by a column foot bolt.

进一步地,所述刚架横梁包括相连接的第一刚架横梁和第二刚架横梁,所述第二刚架横梁的长度不短于所述第一刚架横梁的长度。Further, the rigid frame beam includes a first rigid frame beam and a second rigid frame beam which are connected, and the length of the second rigid frame beam is not shorter than the length of the first rigid frame beam.

进一步地,所述刚架立柱包括分别设置在所述刚架横梁两侧的第一刚架立柱和第二刚架立柱,所述第一刚架立柱铰接在所述箱体模块上,所述箱体模块、所述第一刚架立柱、所述刚架横梁及所述第二刚架立柱共同围成所述第二容纳空间。Further, the rigid frame column includes a first rigid frame column and a second rigid frame column respectively disposed on both sides of the rigid frame beam, the first rigid frame column is hinged on the box module, and the The box module, the first rigid frame column, the rigid frame beam and the second rigid frame column together enclose the second accommodating space.

进一步地,还包括设置在所述第一刚架立柱和第二刚架立柱之间的第三刚架立柱,所述第三刚架立柱与刚架横梁相连接,以将第二容纳空间分割成第三容纳空间和第四容纳空间。Further, it also includes a third rigid frame column arranged between the first rigid frame column and the second rigid frame column, and the third rigid frame column is connected with the rigid frame beam to divide the second accommodating space. into a third accommodating space and a fourth accommodating space.

进一步地,所述刚架立柱包括设置在刚架横梁两侧的第一刚架立柱和第二刚架立柱,所述箱体模块包括相分离的第一箱体模块和第二箱体模块,所述第一刚架立柱和所述第二刚架立柱分别铰接在所述第一箱体模块和第二箱体模块上,所述第一箱体模块、所述第一刚架立柱、所述钢架横梁、所述第二刚架及所述第二箱体模块共同围成所述第二容纳空间。Further, the rigid frame column includes a first rigid frame column and a second rigid frame column disposed on both sides of the rigid frame beam, and the box body module includes a first box body module and a second box body module separated from each other, The first rigid frame column and the second rigid frame column are hinged on the first box body module and the second box body module, respectively, and the first box body module, the first rigid frame column, the The steel frame beam, the second rigid frame and the second box module together form the second accommodating space.

进一步地,所述刚架立柱包括设置在刚架横梁两侧的第一刚架立柱和第二刚架立柱,所述第一刚架立柱和所述第二刚架立柱均铰接在同一所述箱体模块上,所述第一刚架立柱、所述钢架横梁、所述第二刚架立柱及所述箱体模块的顶壁共同围成所述第二容纳空间。Further, the rigid frame column includes a first rigid frame column and a second rigid frame column arranged on both sides of the rigid frame beam, and both the first rigid frame column and the second rigid frame column are hinged on the same On the box module, the first rigid frame column, the steel frame beam, the second rigid frame column and the top wall of the box module together form the second accommodating space.

进一步地,其特征在于,还包括至少设置在所述门式刚架一侧的向外伸出的悬臂架。Further, it is characterized in that it also includes an outwardly extending cantilever frame disposed at least on one side of the portal frame.

本发明的另一个目的在于提供一种箱式模块化组合钢结构的制造方法,应用于如上任一所述的箱式模块化组合钢结构上,包括:Another object of the present invention is to provide a method for manufacturing a box-type modular composite steel structure, which is applied to the box-type modular composite steel structure described above, including:

门式刚架的至少一个柱脚覆盖在箱体模块上;At least one column foot of the portal rigid frame covers the box module;

通过连接件将至少一个所述柱脚铰接固定于箱体模块上。At least one of the column bases is hingedly fixed on the box body module through a connecting piece.

进一步地,所述通过连接件将至少一个所述柱脚铰接固定于箱体模块上的步骤包括:Further, the step of hingedly fixing at least one of the column feet on the box module through the connector includes:

固定角件于所述箱体模块的支撑柱上;Fixing the corner piece on the support column of the box module;

至少一个所述门式钢架的柱脚固定柱脚安装板;at least one column foot fixing plate of the portal steel frame;

将所述角件于所述柱脚固定板铰接固定;Hinging and fixing the corner piece on the column foot fixing plate;

所述门式刚架的至少一个柱脚覆盖在箱体模块上的步骤之前还包括:The step of covering at least one column foot of the portal rigid frame on the box module further includes:

预制各箱体模块以及门式刚架;Prefabricated each box module and portal frame;

将各箱体模块并置或叠置连接;Connect the box modules side by side or stack them;

进行箱体模块之间的机电管线连接。Make electromechanical line connections between enclosure modules.

与现有技术相比,本发明具有的优点和积极效果是:箱体模块作为维护体系和门式刚架的支撑结构,一方面提供连续的封闭小容纳空间,可提供办公、休息等辅助空间;另一方面,门式刚架作为屋架覆盖在箱体模块上,提供高大开敞的建筑空间,有效地解决了钢结构箱式模块化无法满足大空间、大跨度建筑需求的问题,提高了钢结构箱式模块化对于大空间、大跨度建筑的适应能力;创造了灵活多变的使用空间,丰富了立面造型;刚架立柱通过连接件铰接在箱体模块上,使得箱体模块与门式刚架组合结构整体性强,稳定性好,有利于抗震;箱体模块取代了门式刚架的部分钢柱,节省钢材;箱体模块门式刚架及连接件,都具有高度的标准化和装配化,适合批量生产,安装方便、施工速度快。Compared with the prior art, the present invention has the advantages and positive effects as follows: as the support structure of the maintenance system and the portal rigid frame, the box module provides a continuous closed small accommodation space on the one hand, and can provide auxiliary spaces such as office and rest. On the other hand, the portal rigid frame is used as a roof truss to cover the box module, providing a tall and open building space, effectively solving the problem that the steel structure box-type modularization cannot meet the needs of large space and large-span buildings. The adaptability of steel structure box-type modularization to large-space and large-span buildings; it creates flexible and changeable use space and enriches the facade shape; rigid frame columns are hinged on the box module through connectors, so that the box module can be connected to the box module. The combined structure of the portal rigid frame has strong integrity and good stability, which is conducive to earthquake resistance; the box module replaces some steel columns of the portal rigid frame, saving steel; the portal rigid frame and the connecting parts of the cabinet module have a high degree of Standardization and assembly, suitable for mass production, easy installation and fast construction.

附图说明Description of drawings

图1为本发明第一实施例的箱式模块化组合钢结构示意图;1 is a schematic diagram of a box-type modular composite steel structure according to a first embodiment of the present invention;

图2为本发明第二实施例的箱式模块化组合钢结构示意图;2 is a schematic diagram of a box-type modular composite steel structure according to a second embodiment of the present invention;

图3为本发明第三实施例的箱式模块化组合钢结构示意图;3 is a schematic diagram of a box-type modular composite steel structure according to a third embodiment of the present invention;

图4为本发明第四实施例的箱式模块化组合钢结构示意图;4 is a schematic diagram of a box-type modular composite steel structure according to a fourth embodiment of the present invention;

图5为本发明第五实施例的箱式模块化组合钢结构示意图;5 is a schematic diagram of a box-type modular composite steel structure according to a fifth embodiment of the present invention;

图6为本发明第六实施例的箱式模块化组合钢结构示意图;6 is a schematic diagram of a box-type modular composite steel structure according to a sixth embodiment of the present invention;

图7为本发明箱式模块化组合钢结构连接节点一俯视示意图;FIG. 7 is a schematic top view of the connection node of the box-type modular composite steel structure according to the present invention;

图8为图6中连接节点主视示意图;FIG. 8 is a schematic diagram of a front view of a connection node in FIG. 6;

图9为本发明箱式模块化组合钢结构连接节点二俯视示意图意图;9 is a schematic top view of the second connection node of the box-type modular composite steel structure of the present invention;

图10为图8中连接节点主视示意图。FIG. 10 is a schematic front view of the connection node in FIG. 8 .

图中:10-箱体模块,20-门式刚架,30-连接件,In the picture: 10-box module, 20-portal rigid frame, 30-connector,

101-支撑柱,102-支撑梁,201-第一刚架立柱,101-support column, 102-support beam, 201-first rigid frame column,

202-刚架横梁,203-第二刚架立柱,301-角件,202-rigid frame beam, 203-second rigid frame column, 301-angle piece,

302-柱脚安装板,303-柱脚螺栓,302-Stud mounting plate, 303-Stud bolt,

2021-第一刚架横梁,2022-第二刚架横梁,2021-first rigid frame beam, 2022-second rigid frame beam,

100-第一容纳空间,200-第二容纳空间,100-first accommodation space, 200-second accommodation space,

300-第三容纳空间,400-第四容纳空间。300 - the third accommodation space, 400 - the fourth accommodation space.

具体实施方式Detailed ways

下面结合说明书附图和具体实施例对本发明做出详细说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments of the specification.

如图1至图9所示,本发明的实施例提供的一种箱式模块化组合钢结构,包括箱体模块10,具有第一容纳空间100;门式刚架20,包括相连接的刚架立柱201和刚架横梁202,其中至少一个刚架立柱201通过连接件30铰接在箱体模块10上;其中,箱体模块10、刚架立柱201及刚架横梁202共同围成第二容纳空间200。As shown in FIGS. 1 to 9 , a box-type modular composite steel structure provided by an embodiment of the present invention includes a box body module 10 having a first accommodating space 100 ; a portal rigid frame 20 including connected rigid The frame column 201 and the rigid frame beam 202, at least one of the rigid frame column 201 is hinged on the box body module 10 through the connector 30; wherein, the box body module 10, the rigid frame column 201 and the rigid frame beam 202 together enclose a second accommodation Space 200.

箱体模块10作为维护体系和门式刚架20的支撑结构,一方面提供连续的封闭小容纳空间,可提供办公、休息等辅助空间;另一方面,门式刚架作为屋架覆盖在箱体模块10上,提供高大开敞的建筑空间,有效地解决了钢结构箱式模块化无法满足大空间、大跨度建筑需求的问题,提高了钢结构箱式模块化对于大空间、大跨度建筑的适应能力。另外,刚架立柱201通过连接件30铰接在箱体模块上,使得箱体模块10与门式刚架20组合结构整体性强,稳定性好,有利于抗震。The box module 10 is used as the support structure for the maintenance system and the portal frame 20. On the one hand, it provides a continuous closed small accommodation space and can provide auxiliary spaces such as office and rest; on the other hand, the portal frame is used as a roof truss to cover the box body. On the module 10, a tall and open building space is provided, which effectively solves the problem that the steel structure box-type modularization cannot meet the needs of large-space and large-span buildings, and improves the steel structure box-type modularization for large-space and large-span buildings. adaptability. In addition, the rigid frame column 201 is hinged on the box body module through the connecting member 30, so that the combined structure of the box body module 10 and the portal rigid frame 20 has strong integrity and good stability, which is conducive to earthquake resistance.

具体地,如图1和2所示,箱体模块10包括相连接的支撑柱101和支撑梁102,支撑柱101和支撑梁102共同围成第一容纳空间100。其中,支撑柱101和支撑梁102可以通过角件彼此固定连接。每一个模块化的箱体形成封闭小容纳空间,可提供办公、休息等辅助空间。另外,箱体模块10可以是平面布置的连续箱体模块,也可以是空间布置的连续箱体模块。可根据实际使用需求合理布置。Specifically, as shown in FIGS. 1 and 2 , the box module 10 includes a supporting column 101 and a supporting beam 102 that are connected together, and the supporting column 101 and the supporting beam 102 together form a first accommodating space 100 . Wherein, the support column 101 and the support beam 102 can be fixedly connected to each other through corner pieces. Each modular box forms a closed small accommodation space, which can provide auxiliary space such as office and rest. In addition, the box module 10 may be a continuous box module arranged in a plane, and may also be a continuous box module arranged in a space. It can be reasonably arranged according to actual use needs.

更具体的,如图1、图2,和图6至图9所示,连接件30包括固定在支撑柱101上的角件301和设置在刚架立柱201上的柱脚安装板302,角件301与安装板302通过柱脚螺栓303铰接固定。其中,门式刚架的刚架立柱201可以采用H型截面柱或槽型截面柱。具体布置如下:将门式刚架20覆盖在箱体模块10的顶部,H型截面柱或槽型截面柱焊接固定在底端的柱脚安装板302上;柱脚安装板302与角件301均开有安装孔,使孔位上下对齐,穿入柱脚螺栓303将箱体模块10与门式刚架20进行铰接固定。由于,箱体模块10与门式刚架20铰接固定,箱体模块10与门式刚架20之间的连接节点只传递垂直剪力,不传递弯矩,且整体性强、稳定性好,有利于抗震。另外,箱体模块10取代了门式刚架的部分钢柱,节省钢材。再者,箱体模块10、门式刚架20及连接件,都具有高度的标准化和装配化,适合批量生产,安装方便、施工速度快。More specifically, as shown in FIG. 1 , FIG. 2 , and FIG. 6 to FIG. 9 , the connecting piece 30 includes a corner piece 301 fixed on the support column 101 and a column foot mounting plate 302 arranged on the rigid frame column 201 . The component 301 and the mounting plate 302 are hingedly fixed by stud bolts 303 . Wherein, the rigid frame column 201 of the portal rigid frame can be an H-section column or a slot-shaped section column. The specific arrangement is as follows: the portal rigid frame 20 is covered on the top of the box module 10, and the H-section column or the slot-section column is welded and fixed on the column foot mounting plate 302 at the bottom end; the column foot mounting plate 302 and the corner piece 301 are separated There are installation holes, so that the holes are aligned up and down, and the stud bolts 303 are inserted to fix the box module 10 and the portal rigid frame 20 in a hinged manner. Because the box module 10 and the portal frame 20 are hinged and fixed, the connection node between the box module 10 and the portal frame 20 only transmits vertical shear force, not bending moment, and has strong integrity and good stability. Good for earthquake resistance. In addition, the box module 10 replaces part of the steel columns of the portal frame, saving steel. Furthermore, the box body module 10 , the portal frame 20 and the connecting pieces are highly standardized and assembled, which are suitable for mass production, easy to install, and fast to construct.

本发明的实施例中箱式模块化组合钢结构,将箱体模块10的单一空间结合门式刚架20的大跨度空间,形成多空间组合,可以概括为模块与单跨、多跨、悬挑跨、不对称刚架等形成的多种形式组合,主要应用于体育馆、影剧院、火车站、展览馆、食堂、菜市场等公共建筑。In the embodiment of the present invention, the box-type modular composite steel structure combines the single space of the box body module 10 with the large-span space of the portal frame 20 to form a multi-space combination, which can be summarized as module and single-span, multi-span, suspension It is mainly used in public buildings such as gymnasiums, theaters, railway stations, exhibition halls, canteens, and vegetable markets.

进一步的,刚架横梁202包括相连接的第一刚架横梁2021和第二刚架横梁2022,第二刚架横梁2022的长度不短于第一刚架横梁2021的长度。优选地,第二刚架横梁2022的长度等于第一刚架横梁2021的长度,形成倒锥形。再有,第二刚架横梁2022和第一刚架横梁2021一体成型,以保持受力均匀,提高稳定性。Further, the rigid frame beam 202 includes a first rigid frame beam 2021 and a second rigid frame beam 2022 , and the length of the second rigid frame beam 2022 is not shorter than the length of the first rigid frame beam 2021 . Preferably, the length of the second rigid frame beam 2022 is equal to the length of the first rigid frame beam 2021, forming an inverted cone. Furthermore, the second rigid frame beam 2022 and the first rigid frame beam 2021 are integrally formed to maintain uniform stress and improve stability.

在本发明的第一个实施例中,如图1所示,刚架立柱20包括分别设置在刚架横梁202两侧的第一刚架立柱201和第二刚架立柱203,第一刚架立柱201铰接在箱体模块10上,第二刚架立柱203设置在外部支撑面或地面上,箱体模块10、第一刚架立柱201、第二刚架立柱20及刚架横梁202共同围成所述第二容纳空间。也就是说,在该实施例中,门式刚架20的一个刚架立柱铰接在箱体模块10上,箱体模块与门式刚架实现单跨组合形式。其中,刚架横梁202、第一刚架立柱201及第二刚架立柱203为一体成型的钢结构。此种结构组合形式,利用门式刚架20创造的高大空间,形成阶梯形看台,而箱体模块10可提供办公、休息等辅助空间,特别适合体育馆建筑。In the first embodiment of the present invention, as shown in FIG. 1 , the rigid frame column 20 includes a first rigid frame column 201 and a second rigid frame column 203 respectively disposed on both sides of the rigid frame beam 202 . The column 201 is hinged on the box body module 10, the second rigid frame column 203 is arranged on the external support surface or the ground, and the box body module 10, the first rigid frame column 201, the second rigid frame column 20 and the rigid frame beam 202 are jointly enclosed. into the second accommodating space. That is to say, in this embodiment, one rigid frame column of the portal rigid frame 20 is hinged on the box body module 10, and the box body module and the portal rigid frame realize a single-span combination form. Among them, the rigid frame beam 202 , the first rigid frame column 201 and the second rigid frame column 203 are integrally formed steel structures. This structural combination form utilizes the tall space created by the portal frame 20 to form a stepped stand, and the box body module 10 can provide auxiliary spaces such as office and rest, which is especially suitable for gymnasium buildings.

在本发明的第二个实施例中,如图2所示,刚架立柱20包括设置在刚架横梁20两侧的第一刚架立柱201和第二刚架立柱203,箱体模块10包括相分离的第一箱体模块11和第二箱体模块12,第一刚架立柱201和第二刚架立柱203分别铰接在第一箱体模块11和第二箱体模块12上,第一箱体模块11、第二箱体模块12、第一刚架立柱201及第二刚架立柱203共同围成第二容纳空间。也就是说,在该实施例中,与第一个实施例的不同之处在于,箱体模块10是分体式的,形成两个独立的模块化箱体,门式刚架20覆盖在两个独立的模块化箱体上,实现箱体模块10与门式刚架20双跨组合形式。In the second embodiment of the present invention, as shown in FIG. 2 , the rigid frame column 20 includes a first rigid frame column 201 and a second rigid frame column 203 disposed on both sides of the rigid frame beam 20 , and the box module 10 includes The separated first box body module 11 and the second box body module 12, the first rigid frame column 201 and the second rigid frame column 203 are hinged on the first box body module 11 and the second box body module 12, respectively. The box body module 11 , the second box body module 12 , the first rigid frame column 201 and the second rigid frame column 203 together form a second accommodating space. That is to say, in this embodiment, the difference from the first embodiment is that the box module 10 is split, forming two independent modular boxes, and the portal frame 20 covers the two On the independent modular box, the double-span combination form of the box module 10 and the portal frame 20 is realized.

在本发明的三个实施例中,如图3所示还包括设置在第一刚架立柱201和第二刚架立柱203之间的第三刚架立柱204,第三刚架立柱204与刚架横梁202相连接,以将第二容纳空间200分割成第三容纳空间300和第四容纳空间400。进而形成多空间组合。也就是说,该实施例中,与第二实施例的区别之处在于,设置第三刚架立柱204,以将第二容纳空间200分割成第三容纳空间300和第四容纳空间400。In the three embodiments of the present invention, as shown in FIG. 3 , a third rigid frame upright 204 disposed between the first rigid frame upright 201 and the second rigid frame upright 203 is further included. The frame beams 202 are connected to divide the second accommodating space 200 into a third accommodating space 300 and a fourth accommodating space 400 . Then form a multi-space combination. That is, in this embodiment, the difference from the second embodiment is that the third rigid frame uprights 204 are provided to divide the second accommodating space 200 into the third accommodating space 300 and the fourth accommodating space 400 .

在本发明的第四个实施例中,如图4所示,刚架立柱20包括设置在刚架横梁202两侧的第一刚架立柱201和第二刚架立柱203,第一刚架立柱201和第二刚架立柱203均铰接在箱体模块10上,第一刚架立柱201、第二刚架立柱203及箱体模块10的上顶壁共同围成所述第二容纳空间200。具体的,在该实施例中,将箱体模块10的各个模块单元在平面上并置连接和在空间上叠置连接,即自下而上逐层安装各模块单元,将门式刚架置于最顶层。也就是说,在该实施例中,与实施例一、实施例二及实施例三的区别在于,箱体模块10是集中布置的,门式刚架20作用在箱体模块10的顶层,适用于宿舍、疗养、办公等建筑的晾衣、休闲、会议等功能。In the fourth embodiment of the present invention, as shown in FIG. 4 , the rigid frame column 20 includes a first rigid frame column 201 and a second rigid frame column 203 arranged on both sides of the rigid frame beam 202 . The first rigid frame column 201 and the second rigid frame column 203 are hinged on the box module 10 , the first rigid frame column 201 , the second rigid frame column 203 and the upper top wall of the box module 10 together enclose the second accommodating space 200 . Specifically, in this embodiment, each module unit of the box body module 10 is juxtaposed on the plane and connected in space, that is, the module units are installed layer by layer from bottom to top, and the portal rigid frame is placed on the topmost. That is to say, in this embodiment, the difference from Embodiment 1, Embodiment 2 and Embodiment 3 is that the box body modules 10 are centrally arranged, and the portal rigid frame 20 acts on the top layer of the box body module 10. It can be used for clothes drying, leisure, conference and other functions in dormitory, convalescence, office and other buildings.

在本发明的第五个实施例中,如图5所示,在该实施例中,与实施例一的区别在于,还包括设置在门式刚架20的一侧的向外伸出的悬挑刚架204。具体的,悬挑刚架204设置为在第二刚架立柱203与刚架横梁202的连接点处。In the fifth embodiment of the present invention, as shown in FIG. 5 , in this embodiment, the difference from the first embodiment is that it also includes an outwardly extending suspension provided on one side of the portal rigid frame 20 . Pick Rigid Frame 204. Specifically, the cantilevered rigid frame 204 is disposed at the connection point between the second rigid frame column 203 and the rigid frame beam 202 .

在本发明的第六个实施例中,如图6所示,在该实施例中,与实施例二的区别之处在于,还包括设置在门式刚架20的两侧的向外伸出的悬臂架204。具体的,悬臂架204分别设置在第二刚架立柱203与刚架横梁202的连接点处和第一刚架立柱201与刚架横梁202的连接点处。In the sixth embodiment of the present invention, as shown in FIG. 6 , in this embodiment, the difference from the second embodiment is that it also includes outwardly extending outwards provided on both sides of the portal frame 20 . The cantilever frame 204. Specifically, the cantilever frame 204 is respectively disposed at the connection point between the second rigid frame column 203 and the rigid frame beam 202 and the connection point between the first rigid frame column 201 and the rigid frame beam 202 .

在上述实施例中,箱体模块10与门式刚架20之间的连接方式相同,已在前述做出详细说明,再此不一一列举。In the above-mentioned embodiment, the connection between the box module 10 and the portal frame 20 is the same, which has been described in detail above, and will not be listed one by one.

本发明的另一个目的实施例的一种箱式模块化组合钢结构的制造方法,应用于如上任一所述的箱式模块化组合钢结构上,包括:Another objective embodiment of the present invention is a method for manufacturing a box-type modular composite steel structure, which is applied to the box-type modular composite steel structure described above, including:

门式刚架20的至少一个柱脚覆盖在箱体模块10上;At least one column foot of the portal frame 20 is covered on the box body module 10;

通过连接件30将至少一个柱脚铰接固定于箱体模块10上。At least one column foot is hingedly fixed on the box body module 10 through the connecting piece 30 .

进一步地,通过连接件30将至少一个柱脚铰接固定于箱体模块10上的步骤包括:Further, the step of hingedly fixing at least one column foot on the box module 10 through the connector 30 includes:

固定角件301于所述箱体模块10的支撑柱101上;Fixing the corner piece 301 on the support column 101 of the box module 10;

至少一个门式钢架20的柱脚固定连接柱脚安装板302;At least one column foot of the portal steel frame 20 is fixedly connected to the column foot mounting plate 302;

将角件301与脚安装板302铰接固定;The corner piece 301 is hingedly fixed with the foot mounting plate 302;

门式刚架20的至少一个柱脚覆盖在箱体模块10上的步骤之前还包括:Before the step of covering at least one column foot of the portal rigid frame 20 on the box body module 10, the step further includes:

预制各箱体模块10以及门式刚架20;Prefabricating each box module 10 and the portal frame 20;

将各箱体模块10并置或叠置连接;Connect the box modules 10 side by side or stacked;

进行箱体模块10之间的机电管线连接。Electromechanical line connections between tank modules 10 are made.

具体到实施例中,箱式模块化组合钢结构的具体实施步骤如下:Specific to the embodiment, the specific implementation steps of the box-type modular composite steel structure are as follows:

步骤1,在工厂预制各箱体模块单元以及门式刚架。Step 1: Prefabricate each box module unit and portal rigid frame in the factory.

步骤2,将各箱体模块单元运送至施工现场,利用现有技术将各箱体模块单元并置连接,处于建筑物的外围,围合出开敞、大跨度的建筑中心。同时进行各箱体模块单元之间的机电管线连接。In step 2, each box body module unit is transported to the construction site, and each box body module unit is juxtaposed and connected by using the existing technology, and is located at the periphery of the building to enclose an open, large-span building center. At the same time, the electromechanical pipeline connection between each box module unit is carried out.

步骤3,对于多层建筑,利用现有技术将各箱体模块单元进行并置和叠置连接,即自下而上逐层安装各模块单元,直至完成最顶层的各箱体模块单元的安装,形成中心开敞的大空间。同时在每层箱体模块单元安装过程中,进行各箱体模块单元之间的机电管线连接。Step 3: For multi-storey buildings, use existing technology to juxtapose and stack each box module unit, that is, install each module unit layer by layer from bottom to top, until the installation of each box module unit on the top layer is completed. , forming a large open space in the center. At the same time, during the installation process of each layer of box body module units, the electromechanical pipeline connection between each box body module unit is carried out.

步骤4,将门式刚架覆盖在箱体模块顶部,门式刚架H型截面柱3或槽钢柱固定在底端的柱脚安装板上;柱脚安装板与箱体模块顶部角件的孔上下对齐,穿入柱脚螺栓将箱体模块与门式刚架进行铰接固定。Step 4, cover the portal frame on the top of the box module, and fix the H-section column 3 or channel steel column of the portal frame on the column foot mounting plate at the bottom end; the column foot mounting plate and the hole on the top corner of the box module Align up and down, insert the stud bolts to hinge and fix the box module and the portal rigid frame.

本连接节点适用于大跨度建筑,特别适用中跨度建筑。其中连接节点一,如图7和图8所示适用于箱体模块10与门式刚架20中间跨的连接;连接节点二,如图9和图10所示,适用于箱体模块与门式刚架边跨的连接。This connection node is suitable for large-span buildings, especially for medium-span buildings. The first connection node, as shown in Figures 7 and 8, is suitable for the connection between the box module 10 and the middle span of the portal frame 20; the second connection node, as shown in Figures 9 and 10, is suitable for the box module and the door. The connection of the side spans of the rigid frame.

在具体应用中,要对建筑结构进行建模,计算建筑结构的整体抗倾覆,并应满足相关规范要求。In specific applications, it is necessary to model the building structure, calculate the overall anti-overturning resistance of the building structure, and meet the relevant code requirements.

以上对本发明的实施例进行了详细说明,但所述内容仅为本发明的较佳实施例,不能被认为用于限定本发明的实施范围。凡依本发明申请范围所作的均等变化与改进等,均应仍归属于本发明的专利涵盖范围之内。The embodiments of the present invention have been described in detail above, but the above contents are only preferred embodiments of the present invention, and should not be considered to limit the scope of the present invention. All equivalent changes and improvements made according to the scope of the application of the present invention should still belong to the scope of the patent of the present invention.

Claims (10)

1. The utility model provides a box modularization sectional steel structure which characterized in that includes:
at least one case module having a first receiving space;
the portal rigid frame comprises rigid frame stand columns and rigid frame cross beams which are connected, wherein at least one rigid frame stand column is hinged to the box body module through a connecting piece;
and the box body module, the rigid frame upright post and the rigid frame cross beam jointly enclose a second accommodating space.
2. The modular composite steel structure of box type of claim 1, wherein the box body module comprises a support pillar and a support beam connected with each other, and the support pillar and the support beam jointly enclose the first accommodating space; the connecting piece is in including fixing corner fittings on the support column and setting column base mounting panel on the steelframe stand, the corner fittings with the column base mounting panel passes through column base bolt hinge fixed.
3. The modular unitized steel structure of box type according to claim 2, wherein said rigid frame beams comprise a first rigid frame beam and a second rigid frame beam connected, said second rigid frame beam having a length no shorter than a length of said first rigid frame beam.
4. The box-type modular composite steel structure according to claim 3, wherein the rigid frame columns comprise a first rigid frame column and a second rigid frame column which are respectively arranged on two sides of the rigid frame cross beam, the first rigid frame column is hinged and fixed with the box body module, and the box body module, the first rigid frame column, the rigid frame cross beam and the second rigid frame column jointly enclose the second accommodating space.
5. The modular composite steel structure of box type of claim 4, further comprising a third rigid frame column disposed between the first rigid frame column and the second rigid frame column, the third rigid frame column being connected with the rigid frame beam to divide the second accommodation space into a third accommodation space and a fourth accommodation space.
6. The box-type modular composite steel structure according to claim 3, wherein the rigid frame columns comprise a first rigid frame column and a second rigid frame column which are arranged on two sides of the rigid frame cross beam, the box modules comprise a first box module and a second box module which are separated from each other, the first rigid frame column and the second rigid frame column are respectively hinged on the first box module and the second box module, and the first box module, the first rigid frame column, the steel frame cross beam, the second rigid frame and the second box module jointly enclose the second accommodating space.
7. The box-type modular composite steel structure according to claim 3, wherein the rigid frame columns comprise a first rigid frame column and a second rigid frame column which are arranged on two sides of a rigid frame cross beam, the first rigid frame column and the second rigid frame column are hinged to the same box module, and the first rigid frame column, the steel frame cross beam, the second rigid frame column and the top wall of the box module jointly enclose the second accommodating space.
8. The modular unitized steel structure of box type according to any one of claims 1 to 7, further comprising an outwardly projecting cantilever frame provided at least on one side of said portal frame.
9. A method for manufacturing a box-type modular composite steel structure, which is applied to the box-type modular composite steel structure of any one of claims 1 to 8, and which comprises the following steps:
at least one column foot of the portal rigid frame covers the box body module;
and at least one column base is hinged and fixed on the box body module through a connecting piece.
10. The method of manufacturing a box-type modular composite steel structure according to claim 9, wherein the step of hingedly fixing at least one of the column shoes to the box module by means of a connector comprises:
fixing the corner fittings on the support columns of the box body modules;
the column base fixing column base mounting plate of at least one portal steel frame;
the corner piece is hinged and fixed on the column base fixing plate;
the step of covering at least one column foot of the portal rigid frame on the box body module further comprises the following steps of:
prefabricating each box body module and the portal rigid frame;
connecting the box modules in a juxtaposed or superposed manner;
and performing electromechanical pipeline connection between the box body modules.
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CN206554254U (en) * 2017-03-09 2017-10-13 王生贵 A kind of hinged column base structure of Steel Portal Frames
CN109184304A (en) * 2018-09-07 2019-01-11 中国人民解放军陆军研究院特种勤务研究所 A kind of modularization long-span hangar and its building method
CN211849945U (en) * 2019-10-23 2020-11-03 中冶天工集团有限公司 Box modularization combination steel construction

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SU949147A1 (en) * 1980-09-10 1982-08-07 Казахское Отделение Ордена Трудового Красного Знамени Центрального Научно-Исследовательского И Проектного Института Строительных Металлоконструкций Steel framing of one-storied production building
CN1335439A (en) * 2000-07-20 2002-02-13 胡战波 Prestressed large-span solid portal steel frame and its construction process
JP2016023409A (en) * 2014-07-16 2016-02-08 旭化成ホームズ株式会社 Steel structure
CN206554254U (en) * 2017-03-09 2017-10-13 王生贵 A kind of hinged column base structure of Steel Portal Frames
CN109184304A (en) * 2018-09-07 2019-01-11 中国人民解放军陆军研究院特种勤务研究所 A kind of modularization long-span hangar and its building method
CN211849945U (en) * 2019-10-23 2020-11-03 中冶天工集团有限公司 Box modularization combination steel construction

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