WO2021051977A1 - 装配节点模块、集成建造系统及集成建造方法 - Google Patents

装配节点模块、集成建造系统及集成建造方法 Download PDF

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Publication number
WO2021051977A1
WO2021051977A1 PCT/CN2020/101985 CN2020101985W WO2021051977A1 WO 2021051977 A1 WO2021051977 A1 WO 2021051977A1 CN 2020101985 W CN2020101985 W CN 2020101985W WO 2021051977 A1 WO2021051977 A1 WO 2021051977A1
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Prior art keywords
assembly structure
vertical
horizontal beam
plug
lower column
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PCT/CN2020/101985
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English (en)
French (fr)
Inventor
于德湖
王金刚
曲成平
郁有升
谭辉
杨卫东
张晓�
Original Assignee
青岛理工大学
青岛高科技工业园声海电子工程有限公司
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Application filed by 青岛理工大学, 青岛高科技工业园声海电子工程有限公司 filed Critical 青岛理工大学
Publication of WO2021051977A1 publication Critical patent/WO2021051977A1/zh

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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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor

Definitions

  • This application relates to the field of construction technology, in particular to an assembly node module, an integrated construction system and an integrated construction method.
  • Prefabricated buildings are divided into five types according to the form and construction method of prefabricated components: block building, panel building, box building, skeleton panel building and rising slab building.
  • This application proposes an assembly node module, an integrated construction system, and an integrated construction method.
  • an assembly node module is proposed.
  • the assembly node module includes: a vertical assembly structure, a vertical assembly structure, and a horizontal beam assembly structure;
  • the vertically downward assembly structure includes a base and a plug.
  • the plug is longitudinally arranged on the base and is adapted to the downwardly arranged socket of the vertical assembly structure.
  • the shape of the side wall of the plug is adapted to the adaptor of the horizontal beam assembly structure.
  • the base is provided with a fixing pin hole at the assembly position of the horizontal beam assembly structure adaptor;
  • the vertical assembly structure includes a socket, the shape of the socket is adapted to the plug; the vertical assembly structure also includes a foundation pile arranged outside the socket, and the distance between two adjacent foundation piles is compatible with the width of the horizontal beam assembly structure The height of the foundation pile is matched with the height of the horizontal beam assembly structure;
  • the horizontal beam assembly structure includes an adapter.
  • the shape of the adapter is adapted to the shape of the side wall of the vertical assembly structure plug.
  • the height of the adapter is smaller than the height of the plug.
  • the bottom of the adapter is provided with a fixing pin and the shape of the fixing pin. It is compatible with the fixed pin hole on the base of the vertical assembly structure;
  • the fixing pin of the horizontal beam assembly structure is assembled in the fixing pin hole of the vertical assembly structure, and the adapter of the horizontal beam assembly structure abuts against the side wall of the plug of the vertical assembly structure; the socket of the vertical assembly structure is assembled in the vertical direction The plug of the lower assembly structure and the plane of the socket are pressed on the upper surface of the horizontal beam assembly structure, and the horizontal beam assembly structure is assembled between the two foundation piles of the vertical assembly structure.
  • the plug of the vertically downward assembly structure is a cross-shaped structure, and the included angle of the cross-shaped structure is set as an arc-shaped included angle.
  • the number of the vertical assembly structure is one, the number of the vertical assembly structure is one, the number of the horizontal beam assembly structure is four, the number of the vertical assembly structure, the The vertically downward assembly structure and the horizontal beam assembly structure are assembled into a cross-shaped node structure.
  • the assembly node module further includes a filling block, a fixing pin is arranged at the bottom of the filling block, the shape of the fixing pin is adapted to the fixing pin hole on the vertical assembly structure base, and the shape of the inner side wall of the filling block is the same as that of the vertical direction.
  • the side wall of the lower assembly structure plug is matched, and the filling block is assembled in the gap between the vertical assembly structure plug and the vertical assembly structure foundation pile.
  • the assembly node module includes: one of the vertical assembly structure, one of the vertical assembly structure, three of the horizontal beam assembly structures, and one of the filler blocks, the vertical assembly structure The assembly structure, the vertical downward assembly structure, the horizontal beam assembly structure and the filling block are assembled into a T-shaped node structure.
  • the assembly node module includes: one of the vertical assembly structure, one of the vertical assembly structure, two of the horizontal beam assembly structure and two of the filler blocks, the vertical assembly structure The assembly structure, the vertical downward assembly structure, the horizontal beam assembly structure and the filling block are assembled into an L-shaped node structure.
  • the assembly node module further includes an anti-vibration gasket, and the anti-vibration gasket is arranged between the conflicting contact surfaces.
  • the integrated construction system includes: a lower column, an upper column and a beam, and the lower column, the upper column and the beam are assembled through the assembly node module assembly combination according to any one of the foregoing optional embodiments;
  • the vertical assembly structure is arranged on the top of the lower column, the vertical downward assembly structure is arranged on the bottom of the upper column, and the horizontal beam assembly structure is arranged on one or both ends of the beam.
  • the integrated construction method for assembling the integrated construction system includes the following steps:
  • Step (a1) hoist the lower column to the positioning point
  • Step (b1) assembling the beam above the lower column, splicing the beam with the lower column, and adding anti-vibration spacers at the stress point;
  • step (c1) the upper column is hoisted above the lower column, the upper column and the lower column are finally spliced, and shock-proof gaskets are added at the stress point.
  • the integrated construction method for assembling the integrated construction system includes the following steps:
  • Step (a2) hoist the lower column to the positioning point
  • Step (b2) assembling the beam above the lower column, splicing the beam with the lower column, and adding anti-vibration spacers at the stress point;
  • Step (c2) assembling the packing block above the lower column, splicing the packing block with the lower column, and adding shock-proof gaskets at the stress point;
  • step (d2) the upper column is hoisted above the lower column, the upper column and the lower column are finally spliced, and shock-proof gaskets are added at the stress point.
  • FIG. 1 is a schematic structural diagram of an embodiment of a vertical assembly structure for assembling node modules according to this application;
  • FIG. 2 is a schematic structural diagram of an embodiment of a vertical assembly structure for assembling node modules according to this application;
  • FIG. 3 is a schematic structural diagram of an embodiment of a horizontal beam assembly structure for assembling node modules according to the present application
  • FIG. 4 is a schematic structural diagram of an embodiment of an assembly node module of this application.
  • FIG. 5 is a schematic structural diagram of an embodiment of a filler block for assembling a node module according to this application;
  • FIG. 6 is a schematic structural diagram of an embodiment of an assembly node module of this application.
  • FIG. 7 is a schematic structural diagram of an embodiment of an assembly node module of this application.
  • FIG. 8 is a schematic structural diagram of an embodiment of an integrated construction system of this application.
  • connection and “connected” should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral Ground connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the internal communication between two components.
  • connection should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral Ground connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the internal communication between two components.
  • This application proposes an assembly node module, including: a vertical assembly structure, a vertical assembly structure, and a horizontal beam assembly structure.
  • the vertical assembly structure 10 includes a base 11 and a plug 12.
  • the plug 12 is longitudinally arranged on the base 11 and is compatible with the downwardly arranged socket 21 of the vertical assembly structure 20
  • the shape of the side wall of the plug 12 is adapted to the adaptor 31 of the horizontal beam assembly structure 30, and the base 11 is provided with a fixing pin hole 13 at the adaptor assembly position of the horizontal beam assembly structure.
  • the vertical assembly structure 20 includes a socket 21, the shape of the socket is adapted to the plug 12; the vertical assembly structure 20 also includes a foundation pile 22 arranged outside the socket, and the distance between two adjacent foundation piles is the same as that of the horizontal beam assembly structure 30 The width of the foundation pile 22 is adapted to the height of the horizontal beam assembly structure 30.
  • the horizontal beam assembly structure 30 includes an adapter 31.
  • the shape of the adapter 31 is adapted to the shape of the side wall of the plug 12 of the vertical downward assembly structure.
  • the height of the adapter 31 is smaller than the height of the plug 12, and the bottom of the adapter is fixed.
  • the shape of the fixed pin is adapted to the fixed pin hole 13 on the base 11 of the vertically downward assembly structure.
  • the fixing pins of the horizontal beam assembly structure 30 are assembled in the fixing pin holes of the vertical assembly structure 10, and the adapter of the horizontal beam assembly structure 30 abuts against the side wall of the plug of the vertical assembly structure 10;
  • the socket of the vertical assembly structure 20 is assembled on the plug of the vertical assembly structure 10 and the socket plane is pressed on the upper surface of the horizontal beam assembly structure, which is assembled between the two foundation piles of the vertical assembly structure.
  • the adapting structure between the vertically downward assembly structure plug 12, the vertical upward assembly structure socket 21, and the horizontal beam assembly structure adaptor 31, and the adaption structure between the fixing pin hole and the fixing pin realizes the combination and fixation of the various parts of the assembly node module, and ensures the stability of the assembly node module.
  • the plug 12 of the vertically downward assembly structure is a cross-shaped structure, and the included angle of the cross-shaped structure is set as an arc-shaped included angle.
  • the vertical assembly structure socket 21 is a corresponding cross-shaped socket structure.
  • the assembly node module includes: 1 vertical assembly structure, 1 vertical assembly structure, 4 horizontal beam assembly structures, 1 vertical assembly structure, 1 vertical assembly structure and 4 horizontal beams
  • the assembly structure is assembled into a cross-shaped node structure.
  • the assembly node module further includes a filler block 40.
  • a fixing pin 41 is provided at the bottom of the filler block.
  • the shape of the fixing pin 41 is adapted to the fixing pin hole 13 on the base of the vertically downward assembly structure.
  • the shape of the inner side wall 42 of the filler block is adapted to the side wall of the vertically downward assembly structure plug 12, and the filler block 40 is assembled in the gap between the vertically downward assembly structure plug 12 and the vertical assembly structure foundation pile 22.
  • the filler block 40 fills the gap left due to the lack of the horizontal beam assembly structure.
  • the assembly node module includes: 1 vertical assembly structure, 1 vertical assembly structure, 3 horizontal beam assembly structures, 1 filler block, 1 vertical assembly structure, 1 Two vertical downward assembly structures, three horizontal beam assembly structures and one filler block are assembled into a T-shaped node structure.
  • One filler block is used to fill the gap left by the lack of one of the horizontal beam assembly structures.
  • the assembly node module includes: 1 vertical assembly structure, 1 vertical assembly structure, 2 horizontal beam assembly structures, 2 filler blocks, 1 vertical assembly structure, 1 Two vertical downward assembly structures, two horizontal beam assembly structures and two filler blocks are assembled into an L-shaped node structure, and two horizontal beam assembly structures are arranged at right angles. Two filler blocks are used to fill the gap left by the lack of two horizontal beam assembly structures.
  • the assembly node module includes: 1 vertical assembly structure, 1 vertical assembly structure, 2 horizontal beam assembly structures, 2 filler blocks, 1 vertical assembly structure, 1 vertical assembly structure , Two horizontal beam assembly structures and two filling blocks are assembled into an I-shaped node structure, and the two horizontal beam assembly structures are arranged oppositely. Two filler blocks are used to fill the gap left by the lack of two horizontal beam assembly structures.
  • the above-mentioned cross-shaped node structure, T-shaped node structure, L-shaped node structure, and I-shaped node structure because the plug 12 of the vertical assembly structure is a cross-shaped structure, and the included angle of the cross-shaped structure is set to a concave arc shape
  • the included angle is a structure with a large outside and a small inside.
  • the assembling node module further includes anti-vibration gaskets, and the anti-vibration gaskets are arranged between the conflicting contact surfaces.
  • the anti-vibration gaskets are arranged between the conflicting contact surfaces.
  • the shock-proof gasket is arranged between the conflicting contact surfaces to cushion the vibration of each part caused by vibration. dislocation.
  • the present invention also proposes an integrated construction system, as shown in Figure 8, including: lower column 1, upper column 2 and beam 3, lower column 1, upper column 2 and beam 3 through the foregoing
  • the described assembly node module 100 is assembled assembling.
  • the top of the lower column 1 is provided with a vertical assembly structure 10
  • the bottom of the upper column 2 is provided with a vertical assembly structure 20, and one or both ends of the beam 3 are provided with a horizontal beam assembly 30.
  • the integrated construction system realizes the stable assembly of the lower column 1, the upper column 2 and the beam 3 through the above assembly node modules.
  • the integrated construction system further includes a filling block 40.
  • a fixing pin 41 is provided at the bottom of the filling block.
  • the shape of the fixing pin 41 matches the fixing pin hole 13 on the base of the vertical assembly structure.
  • the shape of the inner side wall 42 of the filling block Compatible with the side wall of the vertically downward assembly structure plug 12, the filling block 40 is assembled in the gap between the vertically downward assembly structure plug 12 and the vertical assembly structure foundation pile 22.
  • the filler block 40 fills the gap left due to the lack of the horizontal beam assembly structure.
  • the lower column 1 is also provided with a grabbing buckle for hoisting, which is suitable for grabbing and hoisting in a robotic facility.
  • the upper column 2 is also provided with a grabbing buckle for hoisting, which is suitable for grabbing and hoisting in a robotic facility.
  • a grab buckle for hoisting is also provided on the beam 3, which is suitable for grabbing and hoisting in a robotic facility.
  • the column body of the lower column is made of steel-concrete material, and the catch, plug, and fixing pin hole are made of steel for construction.
  • the column body of the upper column is made of steel-concrete material, and the snap fastener, socket, and foundation pile are made of steel for construction.
  • the column body of the beam is made of steel-concrete material
  • the buckle and horizontal beam assembly structure is made of steel for construction.
  • the gripping buckle of the filling block, the fixing pin, and the contact surface with the plug are made of steel for construction.
  • the present invention also provides an integrated construction method for assembling the aforementioned integrated construction system, including the following steps:
  • Step (a1) hoist the lower column to the positioning point
  • Step (b1) assembling the beam above the lower column, splicing the beam with the lower column, and adding anti-vibration spacers at the stress point;
  • Step (c1) hoist the upper column above the lower column, connect the upper column and the lower column last, and add anti-vibration gaskets at the stress point.
  • the present invention also provides an integrated construction method for assembling the integrated construction system described above, including the following steps:
  • Step (a2) hoist the lower column to the positioning point
  • Step (c2) assembling the packing block above the lower column, splicing the packing block with the lower column, and adding shock-proof gaskets at the stress point;
  • step (d2) the upper column is hoisted above the lower column, the upper column and the lower column are finally spliced, and shock-proof gaskets are added at the stress point.

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  • Architecture (AREA)
  • Physics & Mathematics (AREA)
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Abstract

本申请提出了一种装配节点模块,包括:竖向下装配结构、竖向上装配结构以及水平梁装配结构;水平梁装配结构的固定销装配在竖向下装配结构的固定销孔中,水平梁装配结构的适配接头与竖向下装配结构的插头侧壁相抵;竖向上装配结构的插口装配在竖向下装配结构的插头上且插口平面压合在水平梁装配结构的上表面,水平梁装配结构装配在竖向上装配结构的两个基桩之间。

Description

装配节点模块、集成建造系统及集成建造方法
本申请要求在2019年09月16日提交中国专利局、申请号为201910869186.7、发明名称为“一种装配节点模块、集成建造系统及集成建造方法”中国专利申请的优先权,其全部内容通过引用结合在本申请中。
技术领域
本申请涉及建筑技术领域,特别涉及一种装配节点模块、集成建造系统及集成建造方法。
背景技术
用预制的构件在工地现场装配而成的建筑,称为装配式建筑。装配式建筑按预制构件的形式和施工方法分为砌块建筑、板材建筑、盒式建筑、骨架板材建筑及升板升层建筑等五种类型。
目前在装配式混凝土(简称PC)建筑模式中,存在不少问题,例如装配成本居高不下、技术粗放、存在危险与安全隐患、装备不智能、砼结构的节点质量存在隐忧、智能化工业化水平低下。
住建部在近几年提出大力发展装配式建筑的要求,目的是在建筑领域发展推行数字化、智能化、工业化、绿色化、物联网、云计算、3D打印等的先进技术,目标是减少建筑垃圾、替代人工建造、提高建造效率、降低建造成本。
如何提供一种便于数字化、智能化装配式、适合于集成住宅的建筑结构,是目前亟待解决的问题。
发明内容
本申请提出一种装配节点模块、集成建造系统、集成建造方法。
根据本申请的第一方面,提出了一种装配节点模块。
在一些可选实施例中,所述装配节点模块包括:竖向下装配结构、竖向上装配结构以及水平梁装配结构;
竖向下装配结构包括基座和插头,插头纵向设置在基座上且与竖向上装配结构朝下设置的插口相适配,插头侧壁形状与水平梁装配结构的适配接头相适配,所述基座在水平梁装配结构适配接头装配位置处设置固定销孔;
竖向上装配结构包括插口,插口形状与所述插头相适配;竖向上装配结构还包括设置在插口外侧的基桩,相邻两个基桩之间的距离与水平梁装配结构的宽度相适配,基桩的高度与水平梁装配结构的高度相适配;
水平梁装配结构包括适配接头,适配接头形状与竖向下装配结构插头的侧壁形状相适配,适配接头的高度小于插头的高度,适配接头底部设置固定销,固定销的形状与竖向下装配结构基座上的固定销孔相适配;
水平梁装配结构的固定销装配在竖向下装配结构的固定销孔中,水平梁装配结构的适配接头与竖向下装配结构的插头侧壁相抵;竖向上装配结构的插口装配在竖向下装配结构的插头上且插口平面压合在水平梁装配结构的上表面,水平梁装配结构装配在竖向上装配结构的两个基桩之间。
可选地,所述竖向下装配结构的插头为十字形结构,十字形结构的夹角设置为圆弧形夹角。
可选地,所述竖向上装配结构的数量为1个,所述竖向下装配结构的数量为1个,所述水平梁装配结构的数量为4个,所述竖向上装配结构、所述竖向下装配结构和所述水平梁装配结构装配成十字形节点结构。
可选地,所述装配节点模块还包括填充块,填充块底部设置固定销,固 定销的形状与竖向下装配结构基座上的固定销孔相适配,填充块内侧壁形状与所述竖向下装配结构插头的侧壁相适配,填充块装配在竖向下装配结构插头和竖向上装配结构基桩之间的空隙中。
可选地,所述装配节点模块包括:1个所述竖向上装配结构、1个所述竖向下装配结构、3个所述水平梁装配结构和1个所述填充块,所述竖向上装配结构、所述竖向下装配结构、所述水平梁装配结构和所述填充块装配成T字形节点结构。
可选地,所述装配节点模块包括:1个所述竖向上装配结构、1个所述竖向下装配结构、2个所述水平梁装配结构和2个所述填充块,所述竖向上装配结构、所述竖向下装配结构、所述水平梁装配结构和所述填充块装配成L字形节点结构。
可选地,所述装配节点模块还包括防震垫片,防震垫片设置在相抵触的各个接触面之间。
根据本申请的第二方面,提出了一种集成建造系统。
在一些可选实施例中,所述集成建造系统包括:下层柱、上层柱和梁,下层柱、上层柱和梁通过前述任一项可选实施例所述的装配节点模块装配组合;
下层柱的顶部设置所述竖向上装配结构,上层柱的底部设置所述竖向下装配结构,梁的一端或者两端设置所述水平梁装配结构。
根据本申请的第三方面,提出了一种集成建造方法。
在一些可选实施例中,所述集成建造方法用于装配前述任一项可选实施例所述的集成建造系统,包括以下步骤:
步骤(a1),将下层柱吊装到定位点放置;
步骤(b1),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力点添加防震垫片;
步骤(c1),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼接,并在受力点添加防震垫片。
在另一些可选实施例中,所述集成建造方法用于装配前述任一项可选实施例所述的集成建造系统,包括以下步骤:
步骤(a2),将下层柱吊装到定位点放置;
步骤(b2),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力点添加防震垫片;
步骤(c2),将填充块装配到下层柱上方,将填充块与下层柱进行拼接,也在受力点添加防震垫片;
步骤(d2),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼接,并在受力点添加防震垫片。
与现有技术相比,本申请的有益效果为:
(1)减少建筑垃圾,替代人工建造,提高建造效率,提高装配式建造质量,降低建造成本,节省造价;
(2)是装配式建筑领域中进行智能化、自动化、标准化、模块集成化五位一体的创新应用。
附图说明
图1为本申请一种装配节点模块的竖向下装配结构一个实施例的结构示意图;
图2为本申请一种装配节点模块的竖向上装配结构一个实施例的结构示意图;
图3为本申请一种装配节点模块的水平梁装配结构一个实施例的结构示意图;
图4为本申请一种装配节点模块一个实施例的结构示意图;
图5为本申请一种装配节点模块的填充块一个实施例的结构示意图;
图6为本申请一种装配节点模块一个实施例的结构示意图;
图7为本申请一种装配节点模块一个实施例的结构示意图;
图8为本申请一种集成建造系统一个实施例的结构示意图。
图中编号:1、下层柱;2、上层柱;3、梁;10、竖向下装配结构;11、基座;12、插头;13、固定销孔;20、竖向上装配结构;21、插口;22、基桩;30、水平梁装配结构;31、适配接头;40、填充块;41、固定销;42、内侧壁;100、装配节点模块。
具体实施方式
以下结合具体实施方式对本申请的技术方案进行详实的阐述,然而应当理解,在没有进一步叙述的情况下,一个实施方式中的元件、结构和特征也可以有益地结合到其他实施方式中。
在本申请的描述中,需要理解的是,术语“上”、“下”、“底”、“内”等指示的方位或位置关系为基于相应的附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示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发明的限制。
在本申请的描述中,需要说明的是,除非另有明确的规定和限定,术语“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上 述术语在本发明中的具体含义。
所述的实施方式仅仅是对本申请的优选实施方式进行描述,并非对本申请的范围进行限定,在不脱离本申请设计精神的前提下,本领域普通技术人员对本申请的技术方案作出的各种变形和改进,均应落入本申请权利要求书确定的保护范围内。
以下结合实施例对本申请进行详细的阐述,值得理解的是,这些实施例仅仅是本申请的优选的一些实施例,并不能理解为对本申请的保护范围进行限制。
本申请提出了一种装配节点模块,包括:竖向下装配结构、竖向上装配结构以及水平梁装配结构。
如图1、图2和图3所示,竖向下装配结构10包括基座11和插头12,插头12纵向设置在基座11上且与竖向上装配结构20朝下设置的插口21相适配,插头12侧壁形状与水平梁装配结构30的适配接头31相适配,基座11在水平梁装配结构适配接头装配位置处设置固定销孔13。
竖向上装配结构20包括插口21,插口形状与插头12相适配;竖向上装配结构20还包括设置在插口外侧的基桩22,相邻两个基桩之间的距离与水平梁装配结构30的宽度相适配,基桩22的高度与水平梁装配结构30的高度相适配。
水平梁装配结构30包括适配接头31,适配接头31形状与竖向下装配结构插头12的侧壁形状相适配,适配接头31的高度小于插头12的高度,适配接头底部设置固定销,固定销的形状与竖向下装配结构基座11上的固定销孔13相适配。
如图4所示,水平梁装配结构30的固定销装配在竖向下装配结构10的 固定销孔中,水平梁装配结构30的适配接头与竖向下装配结构10的插头侧壁相抵;竖向上装配结构20的插口装配在竖向下装配结构10的插头上且插口平面压合在水平梁装配结构的上表面,水平梁装配结构装配在竖向上装配结构的两个基桩之间。
采用上述可选实施例,通过竖向下装配结构插头12、竖向上装配结构插口21以及水平梁装配结构适配接头31之间的适配结构,以及固定销孔与固定销的适配结构,竖向上装配结构基桩与水平梁装配结构之间的适配结构,实现了装配节点模块各个部分之间的组合以及固定,保证了装配节点模块的稳固性。
可选地,竖向下装配结构的插头12为十字形结构,十字形结构的夹角设置为圆弧形夹角。可选地,竖向上装配结构插口21为相应的十字形插口结构。
可选地,装配节点模块包括:1个竖向上装配结构、1个竖向下装配结构、4个水平梁装配结构,1个竖向上装配结构、1个竖向下装配结构和4个水平梁装配结构装配成十字形节点结构。
可选地,如图5所示,装配节点模块还包括填充块40,填充块底部设置固定销41,固定销41的形状与竖向下装配结构基座上的固定销孔13相适配,填充块内侧壁42形状与竖向下装配结构插头12的侧壁相适配,填充块40装配在竖向下装配结构插头12和竖向上装配结构基桩22之间的空隙中。当水平梁装配结构的数量少于4个时,填充块40填充由于水平梁装配结构缺失留出的空隙。
可选地,如图6所示,装配节点模块包括:1个竖向上装配结构、1个竖向下装配结构、3个水平梁装配结构、1个填充块,1个竖向上装配结构、1个竖向下装配结构、3个水平梁装配结构和1个填充块装配成T字形节点结 构。1个填充块用于填充其中一个水平梁装配结构缺失留出的空隙。
可选地,如图7所示,装配节点模块包括:1个竖向上装配结构、1个竖向下装配结构、2个水平梁装配结构、2个填充块,1个竖向上装配结构、1个竖向下装配结构、2个水平梁装配结构和2个填充块装配成L字形节点结构,2个水平梁装配结构成直角设置。2个填充块用于填充由于其中两个水平梁装配结构缺失留出的空隙。
可选地,装配节点模块包括:1个竖向上装配结构、1个竖向下装配结构、2个水平梁装配结构、2个填充块,1个竖向上装配结构、1个竖向下装配结构、2个水平梁装配结构和2个填充块装配成I字形节点结构,2个水平梁装配结构相对设置。2个填充块用于填充由于其中两个水平梁装配结构缺失留出的空隙。
上述十字形节点结构、T字形节点结构、L字形节点结构、I字形节点结构,由于竖向下装配结构的插头12为十字形结构,而且十字形结构的夹角设置为内凹的圆弧形夹角,即外大里小的结构,当竖向上装配结构的插口与竖向下装配结构的插头组合后,形成抵抗侧力、剪力、震动力的锁固结构。
可选地,装配节点模块还包括防震垫片,防震垫片设置在相抵触的各个接触面之间。上述竖向上装配结构、竖向下装配结构、水平梁装配结构、填充块装配之后存在多个接触面,防震垫片设置在相抵触的各个接触面之间,用于缓冲震动造成的各个部分的错位。
在另一些实施例中,本发明还提出了一种集成建造系统,如图8所示,包括:下层柱1、上层柱2和梁3,下层柱1、上层柱2和梁3通过前文所述的装配节点模块100装配组合。下层柱1的顶部设置竖向上装配结构10,上层柱2的底部设置竖向下装配结构20,梁3的一端或者两端设置水平梁装配 结构30。集成建造系统通过上述装配节点模块,实现了下层柱1、上层柱2和梁3的稳固装配。
可选地,集成建造系统还包括填充块40,填充块底部设置固定销41,固定销41的形状与竖向下装配结构基座上的固定销孔13相适配,填充块内侧壁42形状与竖向下装配结构插头12的侧壁相适配,填充块40装配在竖向下装配结构插头12和竖向上装配结构基桩22之间的空隙中。当水平梁装配结构的数量少于4个时,填充块40填充由于水平梁装配结构缺失留出的空隙。
可选地,下层柱1上还设置有用于吊装的抓扣,适合于机器人设施抓取吊装。
可选地,上层柱2上还设置有用于吊装的抓扣,适合于机器人设施抓取吊装。
可选地,梁3上还设置有用于吊装的抓扣,适合于机器人设施抓取吊装。
可选地,下层柱的柱体为钢混材料制成,抓扣、插头、固定销孔为建造用钢。
可选地,上层柱的柱体为钢混材料,抓扣、插口、基桩为建造用钢。
可选地,梁的柱体为钢混材料,抓扣、水平梁装配结构为建造用钢。
可选地,填充块的抓扣、固定销、与插头的接触面为建造用钢。
在一些实施例中,本发明还提出了一种集成建造方法,用于装配前文所述的集成建造系统,包括以下步骤:
步骤(a1),将下层柱吊装到定位点放置;
步骤(b1),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力点添加防震垫片;
步骤(c1),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼 接,并在受力点添加防震垫片。
在另一些实施例中,本发明还提出了一种集成建造方法,用于装配前文所述的集成建造系统,包括以下步骤:
步骤(a2),将下层柱吊装到定位点放置;
步骤(b2),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力点添加防震垫片;
步骤(c2),将填充块装配到下层柱上方,将填充块与下层柱进行拼接,也在受力点添加防震垫片;
步骤(d2),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼接,并在受力点添加防震垫片。
以上所述仅为本申请的较佳实施例而已,并不用以限制本申请,凡在本申请的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本申请的保护范围之内。

Claims (10)

  1. 一种装配节点模块,其特征在于,包括:竖向下装配结构、竖向上装配结构以及水平梁装配结构;
    竖向下装配结构包括基座和插头,插头纵向设置在基座上且与竖向上装配结构朝下设置的插口相适配,插头侧壁形状与水平梁装配结构的适配接头相适配,所述基座在水平梁装配结构适配接头装配位置处设置固定销孔;
    竖向上装配结构包括插口,插口形状与所述插头相适配;竖向上装配结构还包括设置在插口外侧的基桩,相邻两个基桩之间的距离与水平梁装配结构的宽度相适配,基桩的高度与水平梁装配结构的高度相适配;
    水平梁装配结构包括适配接头,适配接头形状与竖向下装配结构插头的侧壁形状相适配,适配接头的高度小于插头的高度,适配接头底部设置固定销,固定销的形状与竖向下装配结构基座上的固定销孔相适配;
    水平梁装配结构的固定销装配在竖向下装配结构的固定销孔中,水平梁装配结构的适配接头与竖向下装配结构的插头侧壁相抵;竖向上装配结构的插口装配在竖向下装配结构的插头上且插口平面压合在水平梁装配结构的上表面,水平梁装配结构装配在竖向上装配结构的两个基桩之间。
  2. 如权利要求1所述的一种装配节点模块,其特征在于,所述竖向下装配结构的插头为十字形结构,十字形结构的夹角设置为圆弧形夹角。
  3. 如权利要求1所述的一种装配节点模块,其特征在于,所述竖向上装配结构的数量为1个,所述竖向下装配结构的数量为1个,所述水平梁装配结构的数量为4个,所述竖向上装配结构、所述竖向下装配结构和所述水平梁装配结构装配成十字形节点结构。
  4. 如权利要求1所述的一种装配节点模块,其特征在于,还包括填充块, 填充块底部设置固定销,固定销的形状与竖向下装配结构基座上的固定销孔相适配,填充块内侧壁形状与所述竖向下装配结构插头的侧壁相适配,填充块装配在竖向下装配结构插头和竖向上装配结构基桩之间的空隙中。
  5. 如权利要求4所述的一种装配节点模块,其特征在于,包括:1个所述竖向上装配结构、1个所述竖向下装配结构、3个所述水平梁装配结构和1个所述填充块,所述竖向上装配结构、所述竖向下装配结构、所述水平梁装配结构和所述填充块装配成T字形节点结构。
  6. 如权利要求4所述的一种装配节点模块,其特征在于,包括:1个所述竖向上装配结构、1个所述竖向下装配结构、2个所述水平梁装配结构和2个所述填充块,所述竖向上装配结构、所述竖向下装配结构、所述水平梁装配结构和所述填充块装配成L字形节点结构。
  7. 一种集成建造系统,其特征在于,包括:下层柱、上层柱和梁,下层柱、上层柱和梁通过如权利要求1至6任一项所述的装配节点模块装配组合;下层柱的顶部设置所述竖向上装配结构,上层柱的底部设置所述竖向下装配结构,梁的一端或者两端设置所述水平梁装配结构。
  8. 如权利要求7所述的一种集成建造系统,其特征在于,还包括填充块,填充块底部设置固定销,固定销的形状与竖向下装配结构基座上的固定销孔相适配,填充块内侧壁形状与所述竖向下装配结构插头的侧壁相适配,填充块装配在竖向下装配结构插头和竖向上装配结构基桩之间的空隙中。
  9. 一种集成建造方法,其特征在于,用于装配如权利要求7所述的集成建造系统,包括以下步骤:
    步骤(a1),将下层柱吊装到定位点放置;
    步骤(b1),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力 点添加防震垫片;
    步骤(dc1),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼接,并在受力点添加防震垫片。
  10. 一种集成建造方法,其特征在于,用于装配如权利要求8所述的集成建造系统,包括以下步骤:
    步骤(a2),将下层柱吊装到定位点放置;
    步骤(b2),将梁装配到下层柱上方,将梁与下层柱进行拼接,并在受力点添加防震垫片;
    步骤(c2),将填充块装配到下层柱上方,将填充块与下层柱进行拼接,也在受力点添加防震垫片;
    步骤(d2),将上层柱吊装到下层柱上方,将上层柱与下层柱进行最后拼接,并在受力点添加防震垫片。
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CN210713198U (zh) * 2019-09-16 2020-06-09 青岛理工大学 一种装配节点模块及集成建造系统

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