WO2023000340A1 - 用于立方结构的连接系统及方法 - Google Patents

用于立方结构的连接系统及方法 Download PDF

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Publication number
WO2023000340A1
WO2023000340A1 PCT/CN2021/108278 CN2021108278W WO2023000340A1 WO 2023000340 A1 WO2023000340 A1 WO 2023000340A1 CN 2021108278 W CN2021108278 W CN 2021108278W WO 2023000340 A1 WO2023000340 A1 WO 2023000340A1
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WO
WIPO (PCT)
Prior art keywords
solid
hollow
component
assembly
structural
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PCT/CN2021/108278
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English (en)
French (fr)
Inventor
何伟明
邱小平
杜波
王从远
Original Assignee
青建智造(香港)有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by 青建智造(香港)有限公司 filed Critical 青建智造(香港)有限公司
Priority to PCT/CN2021/108278 priority Critical patent/WO2023000340A1/zh
Priority to KR1020247006339A priority patent/KR20240038058A/ko
Priority to AU2021457303A priority patent/AU2021457303A1/en
Publication of WO2023000340A1 publication Critical patent/WO2023000340A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms

Definitions

  • the present invention relates to modular manufacturing, and in particular to a connection system and method for cubic structures.
  • Modular manufacturing is like molecules building chemicals. Each module is similar to a molecule (module and molecule are used interchangeably herein).
  • modules are similar to a molecule (module and molecule are used interchangeably herein).
  • a chemical substance is a collection of different molecules, and by combining different molecules, different chemical substances can be produced
  • modular manufacturing can produce different modular constructions by combining different modules.
  • modern construction methods tend to use off-site manufacturing and on-site assembly to reduce labor costs and time, and to be more sustainable in terms of waste reduction, transportation, on-site wet work, and overall energy consumption.
  • Molecules can be any material, such as steel, reinforced concrete, aluminum or composites as line components (or bars), reinforced concrete, plastic or composites as surface components.
  • connection system for cubic structures comprising a structural member and a connecting member for interconnecting to another structural member via said connecting member, said structural member being provided with There is a receptacle for accommodating the connectors, the structure comprising a plurality of structures with different interconnection types, the connectors comprising a plurality of connectors adapted to the different interconnection types of the structures.
  • the structural member includes a hollow assembly
  • the hollow assembly includes a hollow tube with end plates at both ends, openings are provided on the end plates, and the nozzle of the hollow tube is provided with In the opening position of the end plate.
  • the length of the opening is greater than its width.
  • the hollow component is a hollow straight component or a hollow curved component.
  • the connecting piece includes a rigid strip connecting piece or a flexible strip connecting piece, and the rigid strip connecting piece or the flexible strip connecting piece is The stacked hollow parts are connected by the placement part.
  • the rigid strip-shaped connector includes a rib, and the rib overlaps with another rib for a certain length to interconnect the corresponding structural members;
  • the ribs are interconnected to corresponding structural members by interconnecting with another rib using a connector, wherein both ends of the rib are provided with threads, and the connector has a threaded socket.
  • the connector is made of the same material as the rib or is made of a material with higher strength than the rib material, and a protruding part is provided at the bottom of the connector.
  • the connecting piece includes a connecting plate, the connecting plate is used to connect the juxtaposed hollow parts, the connecting plate is provided with a raised portion with an opening, and the raised portion The shape and arrangement are adapted to the opening on the end plate of the hollow member connected to it.
  • an asymmetrical shear key is provided on the connecting plate.
  • the connecting plate is a straight connecting plate; when the hollow component is a hollow curved component, the connecting plate The plate is a curved connection plate.
  • the structural member includes a solid assembly, and the solid assembly includes opposite first and second end surfaces, the first end surface is provided with a male connection portion, and the second end surface A female connection part is provided on the top, and the male connection part and the female connection part are respectively used to connect with the female connection part and the male connection part of other structural parts stacked and interconnected with the solid component.
  • the structural member includes a solid component, and the solid component includes opposite first and second end surfaces and a side surface connecting the first and second end surfaces, and on the side surfaces There are a plurality of grooves extending from the first end surface to the second end surface, and each groove is provided with a plurality of wire loops arranged at intervals along the groove.
  • the juxtaposed The wire loops of the solid components are superimposed on each other to form interconnection channels for accommodating connectors interconnecting said mutually juxtaposed solid components.
  • the structural member includes a solid component, and the solid component includes opposite first and second end surfaces and a side surface connecting the first and second end surfaces;
  • a male connection part is provided on the first end surface, and a female connection part is provided on the second end surface, and the male connection part and the female connection part are respectively used for stacking and interconnecting other structural parts with the solid component
  • the female connection part and the male connection part are connected;
  • the side surface is provided with a plurality of grooves extending from the first end surface to the second end surface, and each groove is provided with a plurality of wire loops arranged at intervals along the groove.
  • the wire loops of the mutually juxtaposed solid components overlap each other to form an interconnection channel for accommodating the connectors interconnecting the mutually juxtaposed solid components.
  • the mutually juxtaposed solid components have the same thickness.
  • the mutually juxtaposed solid components include a primary solid component and a secondary solid component, the thickness of the primary solid component being greater than the thickness of the secondary solid component.
  • the structural member comprises solid components, the mutually juxtaposed solid components comprising a primary solid component and a secondary solid component, the thickness of the primary solid component being greater than the thickness of the secondary solid component ;
  • the main solid component includes opposite first and second end surfaces and side surfaces connecting the first and second end surfaces, a male connection portion is provided on the first end surface, and a female connection portion is provided on the second end surface.
  • the connecting part, the male connecting part and the female connecting part are respectively used to connect with the female connecting part and the male connecting part of other structural parts stacked and interconnected with the solid component.
  • a groove extending from the end surface to the second end surface, each groove is provided with a plurality of wire loops arranged at intervals along the groove;
  • the secondary solid component includes opposite first and second end surfaces and a side surface connecting the first and second end surfaces, the side surface is provided with a plurality of holes extending from the first end surface to the second end surface a groove, each groove is provided with a plurality of wire loops arranged at intervals along the groove;
  • the structural member includes a plate-shaped member, and the plate-shaped member includes a central plate and two side plates perpendicularly connected to two ends of the central plate at the central position, and the central plate
  • a plurality of rod-shaped parts extending along the length direction are arranged at intervals along the height direction in the plate, and each rod-shaped part is provided with a plurality of protruding rods protruding toward the thickness direction of the same side of the center plate at intervals along the length direction.
  • the protruding length is shorter than the length of the side plate in the thickness direction on the same side.
  • the connecting member includes a connecting frame composed of horizontal rods and vertical rods distributed in a staggered manner.
  • the accommodating portion is arranged at the center of the structural member, or the accommodating portion includes a plurality of accommodating portions distributed on the structural member different positions.
  • the structural member includes a polygonal cube, and the cube includes inclined surfaces inclined at a certain angle to adjacent surfaces.
  • the structural member includes a polygonal cube, and the faces of the cube include plane or curved surfaces.
  • Another aspect of the invention relates to a joining method for cubic structures comprising:
  • the cubic structure is joined by grouting to fill the voids at the interconnections of the combination of structural elements so that the combination of structural elements forms a fastened unitary structure.
  • the present invention provides a connection system for cubic structures adaptable to different scenarios, thereby facilitating the development of modular construction.
  • Figures 1A-D show different cubic structures of embodiments of the present invention, wherein (a), (b) and (c) in each figure represent the perspective view, top view and front view of the corresponding structure, respectively.
  • Figure IE shows different edge connections of a typical cube structure of an embodiment of the invention.
  • 2A-G illustrate the installation process of the juxtaposed linear hollow modules of the embodiment of the present invention.
  • Fig. 2H shows the installed state of the juxtaposed linear hollow components, wherein (a) is a top view, and (b) is a front view.
  • Figure 2I shows a perspective view of the connector.
  • 2J-M respectively show a perspective view, a top view, a side view and a bottom view of a straight connection plate according to an embodiment of the present invention.
  • 3A-F illustrate the installation process of the curve assembly of the embodiment of the present invention.
  • Fig. 3G shows the state of the curve assembly after installation, wherein (a) is an exemplary diagram, and (b) is a schematic diagram.
  • Figures 3H-M show diagrams of various curved connection plates for curved assemblies according to embodiments of the present invention.
  • Figure 4A shows a different design of the hollow space.
  • Fig. 4B shows the installed state of multiple solid components, where (a) is a front view and (b) is a top view.
  • Figure 4C shows a rebar connection with connectors.
  • Figure 4D shows a threaded rebar lap.
  • 4E-J illustrate the installation process of a solid wire assembly of an embodiment of the present invention.
  • Fig. 5A shows a wire loop connector, where (a) is a top view and (b) is a front view.
  • 5B-H illustrate the installation process of juxtaposed multiple solid components of an embodiment of the present invention.
  • 6A-G show the installation process and post-installation state of the type 1 face assembly of the embodiment of the present invention.
  • 7A-D illustrate the installation process of a type 2 face assembly of an embodiment of the present invention.
  • FIG. 7E shows the post-installation state of the Type 2 face assembly.
  • 8A-D illustrate the installation process of a type 3 face assembly of an embodiment of the present invention.
  • Figure 8E shows the post-installation state of the Type 3 face assembly.
  • FIGS. 1A-8E The principles of the present invention and its advantages are best understood and illustrated by referring to FIGS. 1A-8E .
  • FIGS. 1A-8E In the following detailed description of illustrative or exemplary embodiments of the invention, specific embodiments in which the invention may be practiced are described in sufficient detail to enable those skilled in the art to practice the disclosed embodiments.
  • the present invention provides a connection mechanism and method for cubic structures with common connection points, lines or contact surfaces, that is, connection systems and methods for cubic structures, It can combine molecules to form specified forms and dimensions. Line components or faces can be at any angle once they touch each other.
  • the modular system can also be used in prefabricated structures such as prefabricated columns etc.
  • Prefabricated components or modules can be made of concrete, steel, aluminum, wood or other construction materials. Precast elements can be 1D (beams or columns), 2D (surfaces) and 3D (cubes).
  • the system of the embodiment of the present invention includes a structural member and a connecting member, the structural member is used to interconnect to another structural member through the connecting member, the structural member is provided with an accommodating portion for accommodating the connecting member, and the structural member includes The plurality of structural members having different interconnection types, the connectors comprising a plurality of connectors adapted to the different interconnection types of the structural members.
  • the accommodating portion may be arranged at the center of the structural member, or may include a plurality distributed at different positions of the structural member.
  • the molecule in an embodiment of the present invention, can be any organic compound.
  • Each side can be straight or curved
  • At least three sides form a surface, and the adjacent surfaces can be arranged vertically or obliquely, that is, the cube can include inclined surfaces that are inclined at a certain angle with the adjacent surfaces;
  • Faces can be contour-only (i.e. only edges), flat or curved;
  • the molecules will assemble together in the designed order to form a large cubic structure.
  • all components may be hollow or solid, straight or curved.
  • a line component when the component mainly extends in one dimension, it is called a line component, when the component mainly extends in two dimensions, it is called a surface component, and when it mainly extends in three dimensions, it is called a cube component.
  • all structural components contain solid parts and hollow parts. Therefore, in the disclosure, a solid component refers to a component with more solid parts than hollow parts, and a hollow component refers to a component with more hollow parts than solid parts.
  • FIG. 2A exemplarily shows the three-dimensional directions used in the present disclosure, which includes the mutually perpendicular X-Y-Z three-dimensional directions.
  • the Z direction and the height direction can be used interchangeably, and the Y direction and the length direction can be used interchangeably.
  • the X direction is used interchangeably with the width or thickness direction.
  • the direction words “up”, “down”, “top”, “bottom” etc. are all based on the Z direction.
  • a line component can exist by itself or as an edge of a cube component. Edges can be straight or curved. If they are straight, it can be horizontal like a beam, vertical like a column or sloped like a brace. Such edge components can also be curved or double curved in one plane.
  • the connection is to resist the force of the contact surface.
  • a single-point connection can transmit axial and shear forces, and moments can be transmitted if the contact surface has more connection points than single points.
  • the principles of straight and curved components are the same, just arranged slightly differently.
  • the opening of the end plate can be set to have a length greater than its width, such as a rectangle or a rectangle with rounded corners.
  • the top plate will be designed to allow lifting for installation, while the bottom plate will allow the cube assembly to stand freely during transport or in storage space.
  • ducts between the end plates there are ducts (hollow tubes) made of plastic, metal or helical spring type material.
  • the catheter serves two purposes:
  • connections can be rigid strip connections (ribs) or flexible strip connections (cables).
  • Both ends of the rib (such as 101 shown in Figure 2B) generally have threads, and one end is fixed on a connector (such as 102 shown in Figure 2B) (as shown in Figure 2B, the rib with connector will be used in this paper This whole is shown at 100) with a free end at one end.
  • a tendon interconnects corresponding structural members by interconnecting with another tendon using a connector, which may be steel or other material.
  • the connector has a threaded receptacle that attaches to the rib at one end and another threaded rib at the other end.
  • the connectors can be the same material as the ribs or stronger. It is used to provide vertical continuity of the system. There can be a tab on the bottom of the connector (see Figure 2I) to ensure that even if the lower rib breaks, the top rib can still hold the connection plate and maintain the robustness of the system.
  • the ribs can be replaced with cables, with or without post-tensioning after installation.
  • the connecting cables consist of prestressed/post-tensioned cable connectors paired with cables in the middle. They can be wire-wire connectors (wire-to-wire) or wire-rib connectors (wire-to-rib).
  • connection process between edge components is as follows:
  • Shear keys can be asymmetrical.
  • the connecting ribs can be connected/fixed in the MN molecule first or inserted into the opening/conduit reserved by the MP molecule;
  • the cable of the MP molecule should first protrude from the MP molecule and connect with the cable of the MN molecule, and then the MP is installed in the final position.
  • connection plate for the hollow part, or use the edge connection method for the solid component.
  • Connecting plates e.g., straight connecting plates 103 shown in Figures 2D-E and J-M, or curved connecting plates 103a shown in Figures 3C-F and 3H-M
  • Connecting plates are used to connect edge members of adjacent molecules, i.e. Hollow parts that are juxtaposed in connection (that is, adjacently arranged along the X or Y direction).
  • Connection plates are used for the following purposes:
  • the protruding direction can be adjusted to suit various situations
  • the connecting plate can be in any shape and size, if three wire assemblies are connected together, the connecting plate should have three holes etc.
  • connection plate should have at least one opening named OS-key and a shear key (that is, the raised part with the opening shown in the figure, the shape and arrangement of the raised part are generally suitable for the end plate of the hollow part connected with it. opening), that is, one OS-key per edge component. If another edge component of an adjacent molecule is to be connected, the plate should be extended to provide another OS-key. In simple terms, two OS-keys for two adjacent edge components, three OS-keys for three adjacent components, etc.
  • Connector plates are prefabricated components used to control the alignment of edge components and molecules. If the connected assembly is in a bent position, the connecting plate should be manufactured by 3D printing or casting to match the size and shape of the shear key.
  • the shape of the opening and key can be any shape. To facilitate lifting and transport, a rectangular opening can be provided, allowing the use of twist locks commonly used in the container industry.
  • the two components are joined together by bolts and nuts or reinforced with grout.
  • At least one hollow space is reserved between the male and female components.
  • the hollow space can be located in the middle or in the corner, and the hollow space within the assembly can have different sizes and locations to facilitate connection, see for example Figure 4A.
  • the conduit can be filled with material to hold the tendons/cables in place.
  • the edge member is a reinforced concrete member, because of pouring, the ribs can be fixed to the conduit as a normal reinforced concrete structure.
  • the connection method of the edge components in this arrangement is the same as that of the hollow components described above.
  • the solid component may include opposite first and second end faces, and the first end face is provided with a male connecting portion (for example, four protrusions on the top face shown in FIG. 4F ), The second end surface is provided with a female connection part (for example, four depressions on the bottom surface shown in FIG. ) The female connection part and the male connection part of other interconnected structural parts are connected.
  • a male connecting portion for example, four protrusions on the top face shown in FIG. 4F
  • the second end surface is provided with a female connection part (for example, four depressions on the bottom surface shown in FIG. )
  • the female connection part and the male connection part of other interconnected structural parts are connected.
  • An example of stacked linear components is shown in Figure 4B.
  • the solid component may also include opposite first and second end faces and a side face connecting the first and second end faces, and a plurality of grooves extending from the first end face to the second end face are provided on the side face, each A groove is provided with a plurality of wire rings (such as the wire ring 301 shown in FIG. 5C ) arranged at intervals along the groove.
  • the wire rings of the juxtaposed solid components overlap each other to form Interconnection channels (as shown in FIG. 5G ) for accommodating connectors interconnecting solid components juxtaposed to each other.
  • the closed ribs or wire loops should be stacked on top of each other along the contact surface (that is, arranged in the Z direction);
  • the assembly sequence of solid line components is generally:
  • Connections for solid line components can also use rebar and connectors to provide vertical connections. This connection may also use rebar with sufficient overlap to provide a vertical connection. Generally, space is reserved for pipe openings in solid components.
  • the cubic structures can also be connected through the interface between the cubic molecules. Faces can be flat or curved, but two connected faces should touch each other (i.e. parallel faces).
  • connection was developed for prefabricated face assemblies, using in situ methods to bond the materials of the face assemblies together.
  • There are usually other components in the gaps between the face components such as a connecting frame, such as the steel cage shown in Figure 6A, which is composed of staggered horizontal and vertical rods).
  • At least two prefabricated parts that also serve as templates for in-situ parts.
  • the interstices will be further filled with materials which combine the two surface assemblies and parts to form or behave as a whole.
  • the primary face component is usually thicker than the secondary face component because it is the primary component that transmits and resists structural action. It is available with or without edge components. While the secondary face components are designed not to bear moments, but only axial and shear forces. Due to the different thicknesses of the two face components, there will be no symmetry in the plane.
  • the installation sequence for this type of face assembly includes:
  • the intermediate connecting plate can be installed along the edge of the molecule to increase the shear transfer along the surface and across the surface;
  • the space between the conduit and the cable can be grouted to form a bonded post-tensioning system.
  • the faces in the molecule are designed as permanents with connection pins/closed ribs or wire loops etc. to ensure in-situ filling with permanents as an assembly.
  • Surfaces are designed to resist design moments.
  • the two surfaces are combined into a composite surface by means of the surface transfer of axial force and shear force.
  • the contact surface is designed to resist complementary shear of the composite face portion.
  • the push-pull components are resisted by the rib/cable method and then grouted.
  • the design of the face of one molecule to the face of another molecule is only designed for transport and installation purposes.
  • the two faces will also be connected using a face-to-face transfer of axial and shear forces.
  • the push-pull components are resisted by the tendon/cable method and then grouted.
  • the installation sequence includes :
  • the connecting plate 103 is in place
  • the connecting plate 103a is in place
  • the installation sequence includes:
  • the bottom solid component 1002-1 is in place;
  • reinforcing bar and steel bar can be used interchangeably
  • 201 the overall illustration of both is 200
  • a field installation process includes:
  • the connecting member can use the steel bar 201 with connector 202 as shown in Figure 4C as mentioned above, or the threaded steel bar 211 shown in Figure 4D, and the threaded steel bar 211 used to connect two solid components needs to have sufficient lap length L .
  • the installation sequence is:
  • the installed form can be shown in Fig. 6E-G.
  • the prefabricated part includes a plate-shaped part 303, and the plate-shaped part includes a central plate and two side plates vertically connected to the two ends of the central plate at the central position, and a plurality of rod-shaped bars extending along the length direction are arranged at intervals along the height direction in the central plate.
  • Each rod-shaped member is provided with a plurality of protruding rods protruding toward the thickness direction of the same side of the central plate at intervals along the length direction, and the protruding length of each protruding rod is shorter than the length of the side plate in the thickness direction of the same side.
  • the installation sequence is:
  • a rib 101 can be inserted into the wire loop connector 301 to connect two surface components 401 in the X direction;
  • the installation sequence is:
  • a rib 101 is inserted into the loop connector 301 to connect two surface components in the X direction;
  • the thickness of the primary face component (ie primary solid component) 501 is greater than the thickness of the secondary face component (ie secondary solid component) 502 .
  • the main solid component 501 can arrange two kinds of accommodation parts, namely:
  • a hollow conduit distributed on the edge of its end surface extending from the top end surface to the bottom end surface, for accommodating the rib 201 with the connector 202 or overlapping the threaded rib 211 with a certain length L so as to overlap and interconnect other main solid components;
  • the secondary solid component 502 may only include wire loop connectors distributed on its sides.
  • Embodiments of the present invention also provide a connection method for cubic structures, including:
  • the cubic structure is joined by grouting to fill the voids at the interconnections of the combination of structural elements so that the combination of structural elements forms a fastened unitary structure.

Abstract

本发明公开了一种用于立方结构的连接系统及方法。所述系统包括结构件和连接件，所述结构件可用于通过所述连接件互连到另一结构件，所述结构件设有用于容置所述连接件的容置部，所述结构件包括具有不同互连类型的多种结构件，所述连接件包括适配于结构件的不同互连类型的多种连接件。所述方法根据所述系统来连接立方结构。本发明可以适应于各种不同场景下的立方结构连接，从而促进了模块化建造的开发。

Description

用于立方结构的连接系统及方法 技术领域
本发明涉及模块化制造，并且具体地涉及一种用于立方结构的连接系统及方法。
背景技术
随着数字化制造的快速发展，模块化已成为各行各业的趋势。模块化制造就像分子构成化学物质一样。每个模块类似于分子(本文中模块与分子可互换地使用)。就像化学物质是不同分子的集合，通过结合不同的分子，可以产生不同的化学物质一样，模块化制造通过结合不同的模块，可以产生不同的模块化构造。在建筑行业，现代建筑方法倾向于采用异地制造和现场组装，以减少劳动力成本和时间，并在减少浪费、运输、现场湿作业和整体能源消耗方面更具可持续性。
使用分子方式方便物流运输和提升了安装的可造性。分子可以是任何材料，例如钢、钢筋混凝土、铝或复合材料作为线组件(或条筋)，钢筋混凝土、塑料或复合材料作为面组件。
在建筑行业中，分子通常以正交方式存在，其中水平构件称为梁，垂直构件称为柱。然而，使用当前的数字制造技术，成员不限于以正交方式或一般的“X-Y”或极坐标网格系统定位。因此，促进这种组装过程的关键问题是开发将不同分子连接在一起的方法。
发明内容
本发明的一方面涉及一种用于立方结构的连接系统，所述系统包括结构件和连接件，所述结构件用于通过所述连接件互连到另一结构件，所述结构件设有用于容置所述连接件的容置部，所述结构件包括具有不同互连类型的多种结构件，所述连接件包括适配于结构件的不同互连类型的多种连接件。
在本发明的一种实施例中，所述结构件包括空心组件，所述空心组件包括两端带有端板的空心管，所述端板上设置有开口，所述空心管的管口设置在端板的开口位置。
在本发明的一种实施例中，所述开口的长度大于其宽度。
在本发明的一种实施例中，所述空心组件为空心直线组件或空心曲线组件。
在本发明的一种实施例中，所述连接件包括刚性条状连接件或柔性条状连接件，所述刚性条状连接件或柔性条状连接件通过容置于所述空心件的容置部而连接叠置的空心件。
在本发明的一种实施例中，所述刚性条状连接件包括筋条，所述筋条通过与另一筋条相互搭接一定长度而互连相对应的结构件；或者
所述筋条通过使用连接器与另一筋条互连而互连相对应的结构件，其中，所述筋条的两端设有螺纹，所述连接器具有与所述筋条的螺纹相配合的螺纹插座。
在本发明的一种实施例中，所述连接器与筋条材料相同或由比筋条材料强度更高的材料制成，所述连接器底部设有突出部。
在本发明的一种实施例中，所述连接件包括连接板，所述连接板用于连接并置的空心件，所述连接板上设有带开口的凸起部，所述凸起部的形状和布置适配于同其连接的空心件的端板上开口。
在本发明的一种实施例中，连接板上设有不对称的剪切键，当空心组件为空心直线组件，所述连接板为直连接板，当空心组件为空心曲线组件，所述连接板为曲连接板。
在本发明的一种实施例中，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面，所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接。
在本发明的一种实施例中，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环，当与其他实心组件并置时，相互并置的实心组件的线环相互叠置形成用于容置互连所述相互并置的实心组件的连接件的互连通道。
在本发明的一种实施例中，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面；
所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接；
所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环，当与其他实心组件并置时，相互并置的实心组件的线环相互叠置形成用于容置互连所述相互并置的实心组件的连接件的互连通道。
在本发明的一种实施例中，相互并置的实心组件厚度相同。
在本发明的一种实施例中，相互并置的实心组件包括主要实心组件和次要实心组件，所述主要实心组件的厚度大于所述次要实心组件的厚度。
在本发明的一种实施例中，所述结构件包括实心组件，相互并置的实心组件包括主要实心组件和次要实心组件，所述主要实心组件的厚度大于所述次要实心组件的厚度；
所述主要实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环；
所述次要实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环；
当所述主要实心组件和次要实心组件并置时，所述主要实心组件和次要实心组件的线环相互叠置形成用于容置互连所述主要实心组件和次要实心组件的连接件的互连通道。
在本发明的一种实施例中，所述结构件包括板型件，所述板型件包括中心板以及在中心位置分别与所述中心板两端垂直连接的两个侧板，所述中心板内沿高度方向间隔设有沿长度方向延伸的多条杆状件，每条杆状件沿长度方向间隔设有多根朝中心板同一侧的厚度方向突出的突杆，每一突杆的突出长度短于所述侧板在同一侧的厚度方向的长度。
在本发明的一种实施例中，所述连接件包括由交错分布的水平杆件和竖直杆件连接构成的连接框架。
在本发明的一种实施例中，所述容置部布置在所述结构件的中心处，或者，所述容置部包括多个， 所述多个容置部分布在所述结构件的不同位置。
在本发明的一种实施例中，所述结构件包括多棱立方体，所述立方体包括与相邻面呈一定角度倾斜设置的斜面。
在本发明的一种实施例中，所述结构件包括多棱立方体，所述立方体的面包括平面或曲面。
本发明的另一方面涉及一种用于立方结构的连接方法，包括：
根据上述任一种系统提供连接立方结构所需的结构件和连接件；
通过连接件将所述结构件互连而形成结构件组合；
通过灌浆填充结构件组合的互连处的空隙而使所述结构件组合形成紧固单一结构，从而连接成所述立方结构。
本发明提供了适应于不同场景的用于立方结构的连接系统，从而促进了模块化建造的开发。
附图说明
为了更详细地理解本发明的上述特征的方式，以上对本发明进行了简要概述，可以通过参考实施例来对本发明进行更具体的描述，在附图中示出了实施例中的一些例子。然而，应当注意，附图仅示出了本发明的典型实施例并且因此不应被考虑为限制本发明的范围，因为本发明可以容许其他等效的实施例。
图1A-D示出了本发明实施例的不同立方体结构，其中，每个图中的(a)、(b)和(c)分别表示对应结构的立体图、俯视图和正视图。
图1E示出本发明实施例的典型立方体结构的不同边缘连接。
图2A-G示出了本发明实施例的并置直线空心组件的安装过程。
图2H示出了并置直线空心组件安装后的状态，其中(a)为俯视图，(b)为正视图。
图2I示出了连接器的立体图。
图2J-M分别示出了本发明实施例的直连接板的立体图、俯视图、侧视图和仰视图。
图3A-F示出了本发明实施例的曲线组件的安装过程。
图3G示出了曲线组件安装后的状态，其中(a)为示范图，(b)为示意图。
图3H-M示出了本发明实施例的用于曲线组件的各种曲连接板的图。
图4A示出了中空空间的不同设计。
图4B示出多个实心组件安装后状态，其中(a)是正视图，(b)是俯视图。
图4C示出了带连接器的钢筋连接。
图4D示出了带螺纹的钢筋搭接。
图4E-J示出了本发明实施例的实心线组件的安装过程。
图5A示出了线环连接器，其中(a)是俯视图，(b)是正视图。
图5B-H示出了本发明实施例的并置的多个实心组件的安装过程。
图6A-G示出了本发明实施例的类型1的面组件的安装过程及安装后状态。
图7A-D示出了本发明实施例的类型2的面组件的安装过程。
图7E示出了类型2的面组件的安装后状态。
图8A-D示出了本发明实施例的类型3的面组件的安装过程。
图8E示出了类型3的面组件的安装后状态。
具体实施例
本发明的原理及其优点可以通过参考图1A至图8E来最佳地理解和阐释。在以下对本发明的说明性或示例性实施例的详细描述中，足够详细地描述了可以实践本发明的具体实施例以使本领域技术人员能够实践所公开的实施例。
因此，以下详细描述不应被理解为限制性的，并且本发明的范围由所附权利要求及其等同物来定义。说明书中对“一个实施例”、“一实施例”、“实施例”或者“一个或多个实施例”的引用旨在指示结合该实施例描述的特定特征、结构或特性被包括在本发明的至少一个实施例中。
参考图1A-8E，根据本发明的一个或多个实施例，本发明提供了具有共同连接点、线或接触面的立方结构的连接机构和方法，即用于立方结构的连接系统及方法，其可以合并分子以形成指定形式和维度。一旦它们彼此接触，线组件或面可以呈任何角度。模块系统还可用于预制结构，例如预制柱等。预制组件或模块可由混凝土、钢、铝、木材或其他建筑材料制成。预制构件可以是1D的(梁或柱)，2D的(面)和3D的(立方体)。
总体而言，本发明实施例的系统，包括结构件和连接件，结构件用于通过连接件互连到另一结构件，结构件设有用于容置连接件的容置部，结构件包括具有不同互连类型的多种结构件，连接件包括适配于结构件的不同互连类型的多种连接件。所述容置部可以布置在所述结构件的中心处，或者可以包括分布在结构件的不同位置的多个。
参见图1A-E，在本发明实施例中，分子可以是
1.多棱立方体；
2.每条边可以是直的或弯曲的；
3.最少三个边，构成一个面，相邻面间可以是垂直设置或者倾斜设置，即立方体可以包括与相邻面呈一定角度倾斜设置的斜面；
4.面可以是只有轮廓(即只有边缘)、平坦或弯曲的；
5.分子将通过边缘或面或两者与其他分子组装在一起；
6.分子会按照设计顺序组装在一起，形成一个大的立方体结构。
在本发明的实施例中，所有组件都可以是空心或实心的、直的或弯曲的。当组件主要在一维方向延伸，则称为线组件，当组件主要在二维方向延伸，则称为面组件，当组件主要在三维方向延伸，则称为立方体组件。另外，可以理解的，本公开中，结构件均含有实体部分和中空部分，因此，在公开中，实心组件指实体部分多于中空部分的组件，空心组件指中空部分多于实体部分的组件。
为方便叙述，图2A示例性地示出了本公开使用的三维方向，其包括相互垂直的X-Y-Z三维方向，在本公开中，Z方向与高度方向可互换地使用，Y方向与长度方向可互换地使用，X方向与宽度方向或厚度方向可互换地使用。方向词“上”、“下”、“顶”、“底”等均以Z方向为准。
线组件可以单独存在，也可以作为立方体组件的边缘存在。边缘可以是直的或弯曲的。如果它们是直的，它可以像梁一样水平，像柱一样垂直或像支架一样倾斜。这种边缘组件也可以在一个平面内弯曲或双弯曲。连接是为了抵抗接触面的力。单点连接可以传递轴向力和剪切力，如果接触面的连接点多于单点，则可以传递力矩。直线组件和曲线组件的原理相同，只是排列略有不同。
对于空心组件，它可以由两端带有端板的空心管组成。端板上设置有开口，空心管的管口设置在端板的开口位置。参照图2A，端板开口可以设置为长度大于其宽度，例如为矩形或者圆角矩形。顶板将被设计为允许提升以用于安装，而底板将允许立方体组件在运输过程中或在存储空间中自由站立。在端板之间，具有由塑料、金属或螺旋弹簧类型的材料制成的导管(空心管)。导管的用途有两个目的：
1)在安装过程中引导连接器组件连接另一个分子的另一个连接器组件。
2)允许在需要时进行填充和灌浆。
连接件可以是刚性条状连接件(筋条)或柔性条状连接件(缆线)。
筋条(例如图2B所示的101)的两端一般都有螺纹，一端固定在连接器(例如图2B所示的102)上(如图2B，在本文中将带有连接器的筋条这一整体示为100)，一端是自由端。筋条通过使用连接器与另一筋条互连而互连相对应的结构件，筋条可以是钢筋或其他材料。连接器具有螺纹插座，一端连接到筋条，另一端用于连接另一个螺纹筋条。连接器可以与筋条材料相同或强度更高。它用于提供系统的垂直连续性。连接器底部可以有一个突出部(参见图2I)，以确保即使下面的筋条断裂，顶部的筋条仍然可以保持连接板并保持系统的坚固性。
对于线组件不直，即结构件为空心曲线组件的情况，筋条可以用缆线替换，在安装后可以进行或不进行后张拉。对于缆线，连接缆线由预应力/后张电缆连接器组成，该连接器与中间的缆线成对。它们可以是线-线连接器(线对线)或线-筋条连接器(线对筋条)。
边缘组件之间的连接过程如下：
1.安装基础分子(命名为MN)，用吊车或其他方式将第二个分子(命名为MP)提升至靠近MN分子；
2.如果需要在分子间传递剪切力，可以通过MP和MN分子中的剪切键来实现，也可以通过增加一个名为连接板的部件来增强剪切传递。剪切键可以是不对称的。
3.如果是用筋条连接，连接筋条可以先连接/固定在MN分子中或插入MP分子预留的开口/导管中；
4.如果通过缆线连接，MP分子的缆线应先从MP分子伸出并与MN分子的缆线连接，然后MP安装到最终位置。
5.如果有两个以上的边缘组件，最好使用连接板用于空心部，或使用边缘连接方法用于实心组件。
连接板(例如，图2D-E和J-M示出的直连接板103，或者图3C-F和3H-M示出的曲连接板103a)用于连接相邻分子的边缘构件，即连接板用于连接并置(即沿X或Y方向相邻布置)的空心件。连接板用于以下目的：
1.在相邻边缘构件或分子之间提供剪切传递或连接作用；
2.控制相邻分子的排列，控制不同线组件的对齐/公差；
3.伸出的方向可以调整以适应各种情形；
4.连接板可以是任何形状和尺寸，如果三个线组件连接在一起，连接板应该有三个孔等。
连接板应至少有一个名为OS-key的开口和剪切键(即图示的带开口的凸起部，凸起部的形状和布置一般适配于同其连接的空心件的端板上开口)，即每个边缘组件一个OS-key。如果要连接相邻分子的另一个边缘组件，则该板应延伸以提供另一个OS-key。简单来说，两个相邻边缘组件的两个OS-key和三个相邻组件的三个OS-key等。
连接板是预制部件，用于控制边缘组件和分子的排列。如果连接组件处于弯曲位置，连接板应通过 3D打印或铸造制造，与剪切键的尺寸和形状相匹配。
开口和键的形状可以是任何形状。为了方便起重和运输，可以设置一个矩形开口，允许使用集装箱行业常用的扭锁。
将两个组件连接在一起是通过螺栓和螺母或用灌浆加固。公母组件之间至少保留一中空空间。取决于设计需要，中空空间可以位于中间或角落，组件内的中空空间可以有不同的尺寸和位置以促进连接，例如参见图4A。
对于由实心部分制成的边缘组件，一般至少有一根导管(实心组件中的容置部)，以允许筋条/缆线连接MN和MP模块。筋条/缆线安装后，可以在导管中填充材料，以将筋条/缆线固定到位。如果边缘构件是钢筋混凝土构件，因为浇筑，可以将筋条固定在导管上，作为正常的钢筋混凝土结构。该排列中边缘组件的连接方法与上述空心组件相同。
在本发明的实施例中，实心组件可以包括相对的第一端面和第二端面，所述第一端面上设有公连接部(例如图4F所示的顶面上的四个凸起)，所述第二端面上设有母连接部(例如图4F所示的底面上的四个凹陷)，公连接部和母连接部分别用于同与所述实心组件叠置(即沿Z方向布置)互连的其他结构件的母连接部和公连接部连接。叠置的直线组件例如图4B所示。
实心组件也可以包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环(例如图5C示出的线环301)，当与其他实心组件并置时，相互并置的实心组件的线环相互叠置形成用于容置互连相互并置的实心组件的连接件的互连通道(如图5G所示)。
对于由实心部分构成但与相邻边缘构件相连的边缘组件，其构建过程如下：
1.沿边缘构件提供凹槽；
2.应有沿凹槽分布的封闭型筋条或线环；
3.当相邻的两个边缘构件并置时，封闭型筋条或线环应沿接触面一个迭(即沿Z方向排列)另一个；
4.在填入材料之前插入带连接器筋条/缆线/不带连接器的筋条。
实线组件的组装顺序一般是：
1.在底部安装组件(例如图4E和4F的1002-1)
2.在顶部安装组件(例如图4F的1002-2)
3.安装筋条
4.给洞(结构件互连处的空隙)灌浆
实心线组件的连接也可以使用钢筋和连接器来提供垂直连接。这种连接也可以使用具有足够搭接长度的螺纹钢筋以提供垂直连接。一般的，在实心组件中预留管开口空间。
对于多个并置的实心组件，其连接的组装顺序
1.安装组件
a)插入筋条
b)灌浆
2.安装相邻的实心组件，重复步骤1
3.将筋条插入线环连接器
4.灌浆以提供柱间的剪切传递。
连接面组件
除了连接边缘外，立方体结构还可以通过立方分子之间的接触面进行连接。面可以是平坦的或弯曲的，但两个连接的面应该相互接触(即平行面)。
类型1
这种类型的连接是为预制面组件开发的，使用原位方法将面组件的材料结合在一起。面组件之间的空隙通常有其他部件(例如连接框架，例如图6A所示的钢筋笼，其由交错分布的水平杆件和竖直杆件连接构成)。
面组件可以包括
1.至少两个预制件，也用作原位部件的范本。
2.两个面的空隙之间的部件(如钢筋笼)。
3.空隙中将进一步填充材料，这些材料将两个面组件和部件组合在一起形成或表现为一个整体。
类型2
这种类型的组件是为要组合在一起的两个面组件而开发的，其安装顺序如下：
1.在一侧安装面组件，可以有或者没有边缘组件；
2.在另一侧安装面组件；
3.使用部件在Z方向连接面组件；
4.插入筋条在线环连接器中，可以在X方向连接两个面组件；
5.灌浆线环连接器中的空间。
类型3
还开发了另一种类型的面组件，这种类型的面组件的连接类似于类型2，但有两种不同功能的面组件，即主要面组件和次要面组件。主要面组件通常比次要面组件更厚，因为它是传递和抵抗结构作用的主要部件。它可以带有或不带有边缘组件。而次要面组件设计为不承受力矩，而只能承受轴向和剪切力。由于两个面组件的厚度不同，平面上不会对称。
这种类型的面组件的安装顺序包括：
1.两侧安装面组件；
2.使用部件在Z方向连接面组件；
3.将筋条插入到线环连接器；
4.灌浆线环连接器中的空间以完成操作。
对于仅传递轴向力和剪切力以及平面剪切力和平面外剪切力的面，将使用从环条或线环封闭的凹槽。在填充材料之前，筋条或缆线将插入环的中心。这种连接不能传递任何力矩，只能传递轴向力和剪切力。
如果缆线用于曲面，过程如下：
1.在导管内安装带有缆线的导管；
2.MN和MP模块之间的缆线连接；
3.可以沿分子边缘安装中间连接板，以增加沿面和跨面的剪切传递；
4.缆线连接后，导管外的空间将被填充；
5.到达后张拉点后，可对导管和缆线之间的空间进行灌浆，形成一个粘合的后张拉系统。
对于面传递力矩，它要求组件传递推拉力。在处理这种推拉动作时，有以下三种方法。
原位填充法
分子中的面被设计为带有连接销/封闭型筋条或线环等的永久物，以确保在原位填充后和永久物作为一个组件。
复合法
面的设计是为了抵抗设计的力矩。采用面传递轴向力和剪切力的方法，将两个面组合为一个复合面。接触面的设计是为了抵抗复合材料面部分的互补剪切。推拉组件由连筋条/缆线方法抵抗，然后灌浆。
非对称截面法
一个分子的面为另一个分子的面设计只是为了运输和安装目的而设计的。两个面也将使用面传递轴向力和剪切力的方法连接。推拉组件由筋条/缆线方法抵抗，然后灌浆。
具体的，参见图2A-H，对于并置的空心直线组件(并置时，一般的，将并置的空心直线组件放置为使得二者的端板上的开口垂直排列)，其安装顺序包括：
1.在空心部1001-1顶部安装另一空心部1001-2；
2.插入带连接器102的筋条101(两者的整体图示为100)到空心部1001-2上的容置部，即端板间的空心管；
3.带连接器的筋条100就位；
4.安装连接板103(图2J-M示出的直连接板)；
5.连接板103就位；
6.重复步骤1-5，继续安装空心部。
参见图3A-F，对于曲线组件(示例为空心组件)，其安装顺序如下：
1.在底部安装曲线组件1004-1；
2.插入带连接器的缆线105到容置部，即端板间的空心管；
3.安装与曲线组件1004-1适配的连接板103a(图3H-M示出的曲连接板)；
4.连接板103a就位；
5.重复步骤1-4，继续安装曲线组件1004-2。
其安装后形式可如图3G所示。
参见图4E-I，对于并置的实心直线组件，其安装顺序包括：
1.底部实心组件1002-1就位；
2.在底部实心组件1002-1顶部安装顶部实心组件1002-2就位；
3.插入带连接器202的加强筋(下文中，加强筋和钢筋可互换地使用)201(两者的整体图示为200)到容置部，即其中心导管；
4.带连接器的加强筋200就位；
5.在洞中灌浆204；
参见图4J，一种现场安装过程包括：
1.在底部柱1003-1插入带连接器202的钢筋201或者带螺纹的钢筋211；
2.在洞中灌浆204；
3.安装顶部柱1003-2，插入钢筋201或者带螺纹的钢筋211(应与前一带螺纹的钢筋211保持足够的搭接长度L)；
4.在洞中灌浆204。
连接器
参见图5B-H，对于并置的多个实心组件，其安装顺序如下：
1.底部实心组件1005-1就位；
2.在底部实心组件1005-1顶部安装带线环连接器301的顶部实心组件1005-2；
3.插入带连接器202的钢筋201(两者的整体图示为200)容置部，即四角处的导管；
4.带连接器的加强筋200就位；
5.在洞中灌浆204；
6.安装相邻的带线环连接器(在本文中与线环可互换地使用)301的实心组件1005-2；
7.在线环连接器301中插入加强筋200；
8.在洞中灌浆。
其安装后形式可如图5A所示。
其中，连接件可以如上述使用如图4C的带连接器202的钢筋201，也可以使用如图4D的螺纹钢筋211，用于连接两个实心组件的螺纹钢筋211需要有足够的搭接长度L。
如图6A-D，对于类型1的面组件，其安装顺序为：
1.在两个面组件(预制件)303间的空隙304(即容置部)安装部件(连接框架)302(如钢筋笼)；
2.安装预制件303，其也用作原位部件；
3.用能够结合两个面组件303为一体的材料305填满空隙。
安装后的形式可如图6E-G所示。
预制件包括板型件303，板型件包括中心板以及在中心位置分别与中心板两端垂直连接的两个侧板，中心板内沿高度方向间隔设有沿长度方向延伸的多条杆状件，每条杆状件沿长度方向间隔设有多根朝中心板同一侧的厚度方向突出的突杆，每一突杆的突出长度短于所述侧板在同一侧的厚度方向的长度。
如图7A-D，对于类型2的面组件，其安装顺序为：
1.在一侧安装面组件401；
2.在另一侧安装另一面组件401；
3.在Z方向使用带连接器的钢筋200或者具有搭接长度的带螺纹的钢筋(可参考图4D)连接面组件401；
4.当钢筋200就位后灌浆；
5.线环连接器301内可以插入筋条101连接在X方向的两个面组件401；
6.在线环301的洞106中灌浆。
其安装后形式如图7E所示。
如图8A-D，对于类型3的面组件，其安装顺序为：
1.在两侧安装面组件，包括主要面组件501和次要面组件502；
2.在Z方向使用带连接器的钢筋200(或者具有搭接长度的带螺纹的钢筋)连接面组件；
3.当钢筋200就位后在洞中灌浆；
4.线环连接器301内插入筋条101连接在X方向的两个面组件；
5.在洞106中灌浆。
其安装后形式如图8E所示。主要面组件(即主要实心组件)501的厚度大于次要面组件(即次要实心组件)502的厚度。此外，从图8E可以看到，主要实心组件501可以布置两种容置部，即：
1)分布于其端面的边缘处的从顶端面延伸到底端面的空心导管，用于容置带连接器202的筋条201或者搭接一定长度L的带螺纹筋条211从而叠置地互连其他主要实心组件；
2)分布于其侧面的线环连接器，以并置地互连其他结构件，例如图标的次要实心组件502。
而次要实心组件502可以仅包括分布于其侧面的线环连接器。
本发明的实施例也提供了一种用于立方结构的连接方法，包括：
根据上文所述的系统提供连接立方结构所需的结构件和连接件；
通过连接件将所述结构件互连而形成结构件组合；
通过灌浆填充结构件组合的互连处的空隙而使所述结构件组合形成紧固单一结构，从而连接成所述立方结构。
在不违反本发明的精神和范围的情况下，本发明能够在各种明显的方面进行无数修改。因此，附图和描述本质上应被认为是说明性的而不是限制性的。
本文描述的特征可以组合以形成另外的实施例，并且某些实施例的子元素还可以形成另外的实施例。具有优选实施例的本发明的前述发明内容不应被解释为限制本发明的范围。对于本领域技术人员来说应该理解并且显而易见的是，在不违反本发明的精神和范围的情况下，可以进一步修改这样描述的本发明的实施例。

Claims (21)

  1. 一种用于立方结构的连接系统，其特征在于，所述系统包括结构件和连接件，所述结构件用于通过所述连接件互连到另一结构件，所述结构件设有用于容置所述连接件的容置部，所述结构件包括具有不同互连类型的多种结构件，所述连接件包括适配于结构件的不同互连类型的多种连接件。
  2. 如权利要求1所述的系统，其特征在于，所述结构件包括空心组件，所述空心组件包括两端带有端板的空心管，所述端板上设置有开口，所述空心管的管口设置在端板的开口位置。
  3. 如权利要求2所述的系统，其特征在于，所述开口的长度大于其宽度。
  4. 如权利要求2所述的系统，其特征在于，所述空心组件为空心直线组件或空心曲线组件。
  5. 如权利要求4所述的系统，其特征在于，所述连接件包括刚性条状连接件或柔性条状连接件，所述刚性条状连接件或柔性条状连接件通过容置于所述空心件的容置部而连接叠置的空心件。
  6. 如权利要求5所述的系统，其特征在于，所述刚性条状连接件包括筋条，所述筋条通过与另一筋条相互搭接一定长度而互连相对应的结构件；或者
    所述筋条通过使用连接器与另一筋条互连而互连相对应的结构件，其中，所述筋条的两端设有螺纹，所述连接器具有与所述筋条的螺纹相配合的螺纹插座。
  7. 如权利要求6所述的系统，其特征在于，所述连接器与筋条材料相同或由比筋条材料强度更高的材料制成，所述连接器底部设有突出部。
  8. 如权利要求4所述的系统，其特征在于，所述连接件包括连接板，所述连接板用于连接并置的空心件，所述连接板上设有带开口的凸起部，所述凸起部的形状和布置适配于同其连接的空心件的端板上开口。
  9. 如权利要求8所述的系统，其特征在于，连接板上设有不对称的剪切键,当空心组件为空心直线组件，所述连接板为直连接板，当空心组件为空心曲线组件，所述连接板为曲连接板。
  10. 如权利要求1所述的系统，其特征在于，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面，所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接。
  11. 如权利要求1所述的系统，其特征在于，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环，当与其他实心组件并置时，相互并置的实心组件的线环相互叠置形成用于容置互连所述相互并置的实心组件的连接件的互连通道。
  12. 如权利要求1所述的系统，其特征在于，所述结构件包括实心组件，所述实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面；
    所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接；
    所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环，当与其他实心组件并置时，相互并置的实心组件的线环相互叠置形成用于容置互连所述相互并置的实心组件的连接件的互连通道。
  13. 如权利要求12所述的系统，其特征在于，相互并置的实心组件厚度相同。
  14. 如权利要求12所述的系统，其特征在于，相互并置的实心组件包括主要实心组件和次要实心组件，所述主要实心组件的厚度大于所述次要实心组件的厚度。
  15. 如权利要求1所述的系统，其特征在于，所述结构件包括实心组件，相互并置的实心组件包括主要实心组件和次要实心组件，所述主要实心组件的厚度大于所述次要实心组件的厚度；
    所述主要实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述第一端面上设有公连接部，所述第二端面上设有母连接部，所述公连接部和母连接部分别用于同与所述实心组件叠置互连的其他结构件的母连接部和公连接部连接，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环；
    所述次要实心组件包括相对的第一端面和第二端面以及连接所述第一端面和第二端面的侧面，所述侧面上设有多个从第一端面处向第二端面处延伸的凹槽，每一凹槽内设置有沿凹槽间隔布置的多个线环；
    当所述主要实心组件和次要实心组件并置时，所述主要实心组件和次要实心组件的线环相互叠置形成用于容置互连所述主要实心组件和次要实心组件的连接件的互连通道。
  16. 如权利要求1所述的系统，其特征在于，所述结构件包括板型件，所述板型件包括中心板以及在中心位置分别与所述中心板两端垂直连接的两个侧板，所述中心板内沿高度方向间隔设有沿长度方向延伸的多条杆状件，每条杆状件沿长度方向间隔设有多根朝中心板同一侧的厚度方向突出的突杆，每一突杆的突出长度短于所述侧板在同一侧的厚度方向的长度。
  17. 如权利要求16所述的系统，其特征在于，所述连接件包括由交错分布的水平杆件和竖直杆件连接构成的连接框架。
  18. 如权利要求1所述的系统，其特征在于，所述容置部布置在所述结构件的中心处，或者，所述容置部包括多个，所述多个容置部分布在所述结构件的不同位置。
  19. 如权利要求1所述的系统，其特征在于，所述结构件包括多棱立方体，所述立方体包括与相邻面呈一定角度倾斜设置的斜面。
  20. 如权利要求1所述的系统，其特征在于，所述结构件包括多棱立方体，所述立方体的面包括平面或曲面。
  21. 一种用于立方结构的连接方法，其特征在于，包括：
    根据权利要求1-20任一所述的系统提供连接立方结构所需的结构件和连接件；
    通过连接件将所述结构件互连而形成结构件组合；
    通过灌浆填充结构件组合的互连处的空隙而使所述结构件组合形成紧固单一结构，从而连接成所述立方结构。
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CN105735532A (zh) * 2016-04-17 2016-07-06 湖南大学 一种预制装配叠合板式剪力墙结构的拼装方法
CN109024890A (zh) * 2018-08-29 2018-12-18 上海迅铸建筑科技有限公司 用于钢结构模块化建筑的预紧力连接节点装置
CN110409605A (zh) * 2019-08-02 2019-11-05 中国航空规划设计研究总院有限公司 一种预应力柱隼连接的钢结构体系及其设计方法

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