WO2020215352A1 - 一种多边形梁及钢骨架结构房 - Google Patents

一种多边形梁及钢骨架结构房 Download PDF

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Publication number
WO2020215352A1
WO2020215352A1 PCT/CN2019/085115 CN2019085115W WO2020215352A1 WO 2020215352 A1 WO2020215352 A1 WO 2020215352A1 CN 2019085115 W CN2019085115 W CN 2019085115W WO 2020215352 A1 WO2020215352 A1 WO 2020215352A1
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WO
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Prior art keywords
polygonal
polygonal beam
main body
shaped
frame structure
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PCT/CN2019/085115
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English (en)
French (fr)
Inventor
王世峰
Original Assignee
上海鹄鸫重工机械有限公司
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Priority claimed from CN201910327104.6A external-priority patent/CN110005050A/zh
Application filed by 上海鹄鸫重工机械有限公司 filed Critical 上海鹄鸫重工机械有限公司
Publication of WO2020215352A1 publication Critical patent/WO2020215352A1/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
    • 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
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal

Definitions

  • the invention relates to the technical field of assembled building, in particular to a polygonal beam and a steel frame structure room.
  • the current steel frame structure usually adopts a rectangular or H-shaped beam.
  • it is necessary to weld the connecting plate on the surface of the beam.
  • the labor costs are high.
  • due to the process of construction The cumbersomeness will lead to a long construction time for the entire project.
  • the invention provides a polygonal beam and steel frame structure room, which can be installed quickly and has good stability.
  • the polygonal beam used for building a house.
  • the polygonal beam includes a main body whose cross-section is in a polygonal closed shape, and the main body includes at least one inclined surface.
  • the upper section of the main body is in an inverted V shape.
  • the upper part of the main body includes a first surface and a second surface, the first surface and the second surface are both inclined surfaces, and the first surface and the second surface are connected and the cross section is inverted. type.
  • the cross section of the lower part of the main body has a positive V shape.
  • the lower part of the main body includes a third surface and a fourth surface, the third surface and the fourth surface are both inclined surfaces, and the third surface is in contact with the fourth surface and has a positive V-shaped cross section. .
  • the main body includes a plurality of folded surfaces, and the folded surfaces are correspondingly connected with the inclined surface and the cross section is irregularly closed.
  • a steel frame structure room the steel frame structure room includes a wall panel, and further includes an upright column and the polygonal beam, and the upright column is fixedly connected with the polygonal beam through a connecting plate group.
  • the vertical column includes a column bottom plate and a column body, and the center line of the column body has an angle with the axis of the adjacent column bottom plate, and the angle is greater than 0 degrees and less than 90 degrees.
  • the angle is 30 degrees or 45 degrees or 60 degrees.
  • the column includes a column top plate with a V-shaped cross groove
  • the column top plate includes two V-shaped cross grooves
  • the V-shaped cross groove is connected to the surface of the main body of the polygonal beam.
  • the connecting plate group includes a first Y-shaped connecting plate provided at the end of the main body of the polygonal beam, and the polygonal beam and the column pass through the first Y-shaped connecting plate.
  • the connection board is connected.
  • the first Y-shaped connecting plate and the column are fastened and connected by a first stud-type self-tapping screw, and the first stud-type self-tapping screw passes through diagonally with the horizontal direction as a reference.
  • the first Y-shaped connecting plate is driven into the column, and the V-shaped cross plate and the column are firmly connected by a second stud-type self-tapping screw, and the second stud-type
  • the self-tapping screw passes diagonally through the V-shaped cross plate and drives into the upright post.
  • a second Y-shaped connecting plate is provided between the wall panel and the main surface of the polygonal beam, which is subject to the horizontal direction, passing through the first stud diagonally through the third self-tapping nail with stud.
  • Two Y-shaped connecting plates connect the wall plate with the main body of the polygonal beam.
  • the wall panel is a trapezoidal and square combined folded edge panel, and the surface and bottom of the wall panel are fixed with environmentally friendly high-strength cement panels, the wall panel is filled with environmentally friendly thermal insulation materials, and the The second Y-shaped connecting plate is fixed around the wallboard.
  • the wallboard is connected in series with multiple pieces.
  • the side between the two adjacent wallboards is provided with a folded L-shaped buckle and is connected to the folding The joint part corresponding to the side L-shaped buckle.
  • the steel frame structure room includes a floor slab, and a Z-shaped flange connecting plate is provided between the main body of the polygonal beam and the floor slab. Passing diagonally through the Z-shaped flange connecting plate to connect the polygonal beam and the floor plate.
  • the floor slab is a combination of trapezoidal and square folded edge panels, the surface and bottom of the floor slab are fixed with environmentally friendly high-strength cement boards, the middle of the floor slabs is filled with environmentally friendly thermal insulation materials, and the two floor slabs are A Z-shaped connecting plate and a first grouting groove are fixed at the end.
  • the floor slabs are connected in series, and the sides between two adjacent floor slabs are provided with a folded L-shaped buckle and a joint portion corresponding to the folded L-shaped buckle. It is connected by a fifth self-tapping nail with stud type, and a second grouting groove is arranged at the connection.
  • the fifth self-tapping screw with studs includes a drill head, a tap part, a screwing head, and a stud part.
  • the screwing head is an external hexagon, an internal hexagon or a quincunx, and the stud part It is hexagonal or round.
  • the end corners of the column, the polygonal beam, the wall panel and the floor panel are combined by the connecting panel to form an independent grouting space.
  • the present invention adopts a polygonal beam, wherein the main section of the polygonal beam is irregularly closed polygonal, and at least one side of the main body is inclined.
  • the column of the steel frame structure room is connected to the main body of the polygonal beam by connecting the plate group. Because the shape of the polygonal beam is irregular, other additional connecting plates are not required.
  • the steel frame structure of the present invention can connect the column and the main body of the polygonal beam by a variety of connection methods, such as using self-tapping screws with studs. It is very simple and time-saving.
  • the present invention directly uses polygonal beams to connect the wall and floor slabs, which makes the installation of the steel frame structure room very convenient and fast, which is more environmentally friendly than the concrete assembly structure, and reduces the workload of on-site construction. , Reducing the skill requirements for workers, thereby reducing labor costs, and good stability.
  • Figure 1 is a schematic cross-sectional view of a polygonal beam in the present invention
  • Figure 2 is a schematic diagram of the installation of polygonal beams and columns in the present invention
  • Figure 3 is a schematic diagram of the cross-sectional structure of the column in the present invention.
  • Figure 4 is a schematic diagram of the installation of wall panels and columns in the present invention.
  • Figure 5 is a schematic diagram of the installation of wall panels and polygonal beams in the present invention.
  • Figure 6 is a schematic diagram of the installation of floor panels and polygonal beams in the present invention.
  • Figure 7 is a schematic diagram of the structure of the floor slab in the present invention.
  • Figure 8 is a schematic diagram of the structure of the wall panel of the present invention.
  • Figure 9 is a schematic diagram of the grouting structure of wall panels, floor panels and beams in the present invention.
  • Figure 10 is a schematic diagram of the grouting structure of the column and the polygonal beam in the present invention.
  • Figure 11 is a schematic diagram of the structure of the self-tapping screw with bolt in the present invention.
  • Fig. 12 is a schematic diagram of the structure of the V-shaped cross connecting plate in the present invention.
  • Self-tapping screws with studs 50, drill head; 51, tap part; 52, internal tightening part; 53, stud part; 54, threaded part; 55, tapered face; 56, cylindrical part; 57 , Outer tightening part; 40, Y-shaped connecting plate; 6.
  • the invention provides a polygonal beam and steel frame structure room, which can be installed quickly and has good stability.
  • Figures 1-12 are respectively a schematic cross-sectional view of the polygonal beam 1 in the present invention, a partial three-dimensional schematic view of a steel frame structure room in the present invention, a schematic diagram of the installation of the polygonal beam 1 and the upright column 3 in the present invention, and the upright column in the present invention 3, the schematic diagram of the cross-sectional structure of the present invention, the installation schematic diagram of the wall panel 2 and the column 3 in the present invention, the installation schematic diagram of the wall panel 2 and the polygonal beam 1 in the present invention, the installation schematic diagram of the floor panel 6 and the polygonal beam 1 in the present invention, Schematic diagram of the structure of the floor panel 6, the structural diagram of the wall panel 2 in the present invention, the grouting structure diagram of the wall panel 2, the floor panel 6 and the beam in the present invention, the grouting structure diagram of the pillar 3 and the polygonal beam 1 in the present invention, the present invention
  • the present invention relates to a polygonal beam.
  • the polygonal beam 1 is used for building construction.
  • the polygonal beam 1 includes a main body 10 whose cross-section is in a polygonal irregularly closed shape, and the main body 10 includes at least one inclined surface.
  • the upper section of the main body 10 is an inverted V shape
  • the lower section of the main body 10 is a positive V shape.
  • the upper part of the main body 10 includes a first surface 111 and a second surface. 112.
  • the first surface 111 and the second surface 112 are both inclined surfaces, and the first surface 111 and the second surface 112 are connected with an inverted V-shaped cross section.
  • the lower part of the main body 10 includes a third surface.
  • the surface 113 and the fourth surface 114, the third surface 113 and the fourth surface 114 are both inclined surfaces, and the third surface 113 and the fourth surface 114 are connected with a positive V-shaped cross section.
  • the main body 10 includes a plurality of folding surfaces, and the folding surfaces are connected to and connected to the first surface 111, the second surface 112, the third surface 113, and the fourth surface 114 correspondingly.
  • the rear cross-section has a closed-loop structure.
  • the main body 10 includes a first folding surface 115, a second folding surface 116, a third folding surface 117, a fourth folding surface 118, and a fifth folding surface 119.
  • the sixth folding surface 120 taking the inverted V-shaped end of the polygonal beam 1 as the upper and the positive V-shaped end as the lower, the lower end of the first surface 111 is connected with the upper end of the first folding surface 115, and the first folding surface 115 is connected with the upper end of the second folded surface 116, the lower end of the second folded surface 116 is connected with the upper end of the third folded surface 117, and the lower end of the third folded surface 117 is connected with the third folded surface 117.
  • the upper end of the surface 113 is connected, the lower end of the third surface 113 is connected with the lower end of the fourth surface 114, the upper end of the fourth surface 114 is connected with the lower end of the fourth folded surface 118, the The upper end of the fourth folding surface 118 is connected with the lower end of the fifth folding surface 119, the upper end of the fifth folding surface 119 is connected with the lower end of the sixth folding surface 120, and the The upper end is connected to the lower end of the second surface 112, and the upper end of the second surface 112 is connected to the upper end of the first surface 111, that is, the first surface 111, the first folded surface 115, and the second surface 111.
  • the folded surface, the third folded surface 117, the third surface 113, the fourth surface 114, the fourth folded surface 118, the fifth folded surface 119, the sixth folded surface 120 and the second surface 112 are successively connected to each other to form a polygonal shape. Regular closed structure.
  • the above-mentioned polygonal beam 1 is applied to a steel frame structure house.
  • the steel frame structure house includes a wall panel 2, and further includes a column 3 and the polygonal beam 1, and the column 3 passes through a group of connecting plates. It is fixedly connected with the polygonal beam 1.
  • the column 3 includes a column bottom plate 30, a column top plate 31 of a V-shaped cross groove 310, and a column body 32.
  • the center line of the column body 32 is connected to the adjacent
  • the axis of the column bottom plate 30 has an angle, which is greater than 0 degrees and less than 90 degrees. Preferably, the angle is 30 degrees, 45 degrees, or 60 degrees.
  • the column top plate 31 includes two The V-shaped cross groove 310, the V-shaped cross groove 310 is connected to the surface of the main body 10 of the polygonal beam 1, and two crossed regular V-shaped grooves are used to connect the polygonal beam 1
  • the upper V-shaped surface and the lower V-shaped surface further strengthen the connection between the column 3 and the polygonal beam 1.
  • the bottom of the column bottom plate 30 is provided with a number of holes 300 through which fasteners can pass through the holes 300 to connect the column 3 to the corresponding The joints are fixed, and the fasteners can be screws or bolts.
  • the connecting plate set includes a first Y-shaped connecting plate, the first Y-shaped connecting plate is provided at the end of the main body 10 of the polygonal beam 1, the polygonal beam 1 and the column 3 Connected by the first Y-shaped connecting plate.
  • the first Y-shaped connecting plate and the column 3 are fastened and connected by a first stud-type self-tapping screw, taking the horizontal direction as a reference, the The first stud-type self-tapping nail passes through the first Y-shaped connecting plate obliquely into the column 3, and the V-shaped cross plate and the column 3 pass through the second stud-type Self-tapping screws are fastened and connected.
  • the second self-tapping screws with studs pass diagonally through the V-shaped cross plate and drive into the upright column 3.
  • the first Y-shaped connection The plate is the Y-shaped connecting plate 40.
  • the second self-tapping screw with studs is the self-tapping screw 5 with studs.
  • the first self-tapping screw with stud is the self-tapping screw with stud 5, and the structure of the self-tapping screw with stud is shown in FIG. 11.
  • the stud type self-tapping screw 5 includes a drill head 50, a tap portion 51, an inner tightening portion 52, a stud portion 53, a threaded portion 54, a tapered portion 55, a cylindrical portion 56 and an outer tightening portion 57, the screwing head It is an external hexagon, an internal hexagon or a quincunx type, and the stud part is hexagonal or circular.
  • a second Y-shaped connecting plate is provided between the wall panel 2 and the surface of the main body 10 of the polygonal beam 1, which is subject to the horizontal direction and passes through the third belt
  • a stud-type self-tapping nail passes diagonally through the second Y-shaped connecting plate to connect the wall panel 2 to the main body 10 of the polygonal beam 1
  • the second Y-shaped connecting plate is a Y-shaped connecting plate 40.
  • the third self-tapping screw with studs is the self-tapping screw with studs 5.
  • the wall panel 2 is a trapezoidal and square combined hemming panel 26, and the surface and bottom surface of the wall panel 2 are fixed with environmentally friendly high-strength cement panels 21.
  • the wallboard 2 is filled with an environmentally-friendly thermal insulation material 22, and the second Y-shaped connecting plate is fixed around the wallboard 2.
  • the wallboard 2 is connected in series with multiple pieces.
  • the side between the wall panels 2 is provided with a first folded L-shaped buckle 24 and a joint part corresponding to the first folded L-shaped buckle 24, and the joint part uses a fifth stud-type self-tapping nail Are connected, and a first grouting area 25 is provided at the connection.
  • the steel frame structure room includes a floor plate 6, and a Z-shaped flange connecting plate is provided between the main body 10 of the polygonal beam 1 and the floor plate 6 , According to the horizontal direction, the polygonal beam 1 and the floor slab 6 are connected by a fourth stud-type self-tapping screw obliquely passing through the Z-shaped flange connecting plate.
  • the fourth self-tapping screw with studs is a self-tapping screw with studs 5
  • the fourth self-tapping screw with studs is a self-tapping screw 5 with studs.
  • the floor slab 6 is a trapezoidal and square combined folded edge plate 26, the surface and bottom of the floor slab 6 are fixedly provided with environmentally friendly high-strength cement slabs 21, and the floor slab 6 is filled with Environmentally-friendly thermal insulation material 22.
  • Z-shaped connecting plates 63 and first grouting grooves 64 are fixed at both ends of the floor plate 6. In this embodiment, please refer to FIG. 7.
  • the floor plate 6 is connected in series with multiple pieces ,
  • the side between the two adjacent floor boards 6 is provided with a second flanged L-shaped buckle 65 and a joint part corresponding to the second flanged L-shaped buckle 65, and the joint part uses a fifth belt stud Type self-tapping nails are connected, and a second grouting groove 67 is provided at the connection.
  • the fifth self-tapping nail with studs is the self-tapping nail 5 with studs.
  • the end corners of the column 3, the polygonal beam 1, the wall panel 2 and the floor panel 6 are combined to form an independent
  • the grouting space 7 is anchored by the studs with stud-type self-tapping nails.
  • the enclosed space constitutes a complete grouting space 7, which is provided with a grouting hole 70, which is useful for permanent building positioning
  • the house of ” can be strengthened and stabilized by forming a secondary structure through grouting.
  • the column 3 and the polygonal beam 1 are combined to form a second grouting zone 9.
  • a polygonal beam 1 is provided, wherein the section of the main body 10 of the polygonal beam 1 is irregularly closed, and at least one side of the main body 10 is inclined.
  • the column 3 of the steel frame structure room is connected to The main body 10 of the polygonal beam 1 is connected. Because the shape of the polygonal beam 1 is irregular, other additional connecting plates are not needed.
  • the steel frame structure house of the present invention can adopt a variety of connection methods to connect the column 3 and the main body 10 of the polygonal beam 1
  • the connection such as the use of stud-type self-tapping nails 5, is very simple and time-saving.
  • the present invention directly uses the polygonal beam 1 to connect the wall surface and the floor plate 6 so that the installation of the steel frame structure room is very convenient and fast.
  • the concrete assembly structure is more environmentally friendly, while reducing the workload of on-site construction and lowering the skill requirements for workers, thereby reducing labor costs and having good stability.
  • an act is performed according to a certain element, it means that the act is performed at least according to the element, which includes two situations: the act is performed only according to the element, and the act is performed according to the element. This element and other elements perform the behavior.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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Abstract

本发明公开了一种多边形梁,该多边形梁用于房屋建造,所述多边形梁包括一主体,所述主体截面呈多边不规则封闭状,且所述主体包括至少一斜面,本发明钢骨架结构房,所述钢骨架结构房包括立柱和所述的多边形梁,所述立柱通过连接板组与所述多边形梁固定连接,本发明中的钢骨架结构房可采用多种连接方式将立柱和多边形梁主体相连接,比如使用带栓钉型自攻钉,非常简单省时,此外,本发明直接用多边形梁将墙面、楼层板连接,使得钢骨架结构房的安装非常方便、快捷,相比混凝土拼装结构更环保,同时减少了现场施工的工作量,降低了对工人的技能要求,进而降低人工成本,并且稳定性好。

Description

一种多边形梁及钢骨架结构房 技术领域
本发明涉及拼装式建筑技术领域,尤其涉及一种多边形梁及钢骨架结构房。
背景技术
传统房屋为钢筋混凝土结构,随着人工成本不断上升、熟练技术工人逐年下降,以及建设过程中环保要求的不断提高,减少现场施工的环境污染及加快建设速度已迫在眉睫,降低楼体自重、使用环保型材料、优化成本也成为建设企业的当务之急。
混凝土预制拼装式住宅及次钢骨架结构房屋在此背景下逐步成长起来。混凝土预制拼装式虽然可以大幅度减少建设工地现场的环境污染,但其本质上仍是使用传统的混凝土浇筑件,其在本质上并未大幅度减少能耗的投入。而次钢骨架结构,在环保材料的使用和节能方面优于混凝土预制拼装式住宅。但鉴于当前的次钢骨架结构现场施工工作量仍然是相当繁重,且对工人的技术能力要求比传统建筑领域要求更高,导致成本居高不下。虽然3D打印建筑已经开始研制,但目前技术仍无法解决大型化量产和原材料的抗冲击、韧性、柔性抗剪要求等方面的问题,因此推广仍不具备普遍性。
此外,目前钢骨架结构通常采用截面为长方形或者H型梁,在搭建整体结构时,需要在梁的表面焊接连接板,除了对工人的焊接要求高致使工人费用高,此外,因施工过程中工序繁琐将导致整个工程的施工时间长。
发明内容
本发明提供一种多边形梁及钢骨架结构房,可以快速安装,并且稳定性好。
本发明的技术方案如下:
一种多边形梁,该多边形梁用于房屋建造,所述多边形梁包括一主体,所述主体截面呈多边封闭状,且所述主体包括至少一斜面。
优选的,所述主体上部截面呈倒V型。
优选的,所述主体上部包括第一表面和第二表面,所述第一表面与所述第二表面都为斜面,且所述第一表面与所述第二表面相接且截面呈倒V型。
优选的,所述主体下部截面呈正V型。
优选的,所述主体下部包括第三表面和第四表面,所述第三表面与所述第四表面都为斜 面,且所述第三表面与所述第四表面相接且截面呈正V型。
优选的,所述主体包括多个折面,所述折面与所述斜面对应相接且截面呈不规则封闭状。
一种钢骨架结构房,所述钢骨架结构房包括墙板,还包括立柱和所述的多边形梁,所述立柱通过连接板组与所述多边形梁固定连接。
优选的,所述立柱包括柱底板和柱体,所述柱体的中心线与相邻所述柱底板的轴线具有一角度,该角度大于0度小于90度。
优选的,所述角度为30度或45度或者60度。
优选的,所述立柱包括V型十字交叉槽的柱顶板,所述柱顶板包括两条所述V型十字交叉槽,所述V型十字交叉槽与所述多边形梁的主体的表面相连接。
优选的,所述连接板组包括第一Y型连接板,该第一Y型连接板设于所述多边形梁的主体的端部,所述多边形梁与所述立柱通过所述第一Y型连接板相连接。
优选的,所述第一Y型连接板与所述立柱通过第一带栓钉型自攻钉紧固连接,以水平方向为基准,所述第一带栓钉型自攻钉斜向穿过所述第一Y型连接板打入所述立柱内,且,所述V型十字交叉板与所述立柱通过第二带栓钉型自攻钉紧固连接,所述第二带栓钉型自攻钉斜向穿过所述V型十字交叉板打入所述立柱内。
优选的,所述墙板与所述多边形梁的主体表面之间设有第二Y型连接板,以水平方向为准,通过第三带栓钉型自攻钉钉斜向穿过所述第二Y型连接板将所述墙板与所述多边形梁的主体相连接。
优选的,所述墙板为梯形及方形组合折边板,且所述墙板的表面和底面固定设有环保型高强度水泥板,所述墙板中间填充环保型隔热材料,且所述墙板四周固定设有所述第二Y型连接板,所述墙板为多片串联连接方式,相邻两片所述墙板间的侧面设有折边L型卡扣和与所述折边L型卡扣相对应的接头部。
优选的,所述钢骨架结构房包括楼层板,所述多边形梁的主体与所述楼层板间设有Z型折边连接板,以水平方向为准,通过第四带栓钉型自攻钉斜向穿过所述Z型折边连接板将所述多边形梁和所述楼层板相连接。
优选的,所述楼层板为梯形及方形组合折边板,所述楼层板表面和底面固定设有环保型高强度水泥板,所述楼层板中间填充环保型隔热材料,所述楼层板两端固定有Z型连接板和第一灌浆槽。
优选的,所述楼层板为多片串联连接方式,相邻两片所述楼层板间的侧面设有折边L型卡扣和所述折边L型卡扣对应的接头部,该接头部用第五带栓钉型自攻钉相连接,且连接处 设有第二灌浆槽。
优选的,所述第五带栓钉型自攻钉包括钻头部、丝锥部、拧头部和栓钉部,所述拧头部为外六角或内六角或梅花槽式,所述栓钉部为六角形或圆形。
优选的,所述立柱,所述多边形梁、所述墙板和所述楼层板的端角通过所述连接板组合围形成一个独立的灌浆空间。
本发明的有益效果为:
本发明通过设置多边形梁,其中,所述多边形梁的主体截面呈多边不规则封闭状,且所述主体至少一面为斜面,此外,钢骨架结构房的立柱通过连接板组与该多边形梁的主体相连接,因为多边形梁形状不规则,不需要采用其他附加连接板,本发明中的钢骨架结构房可采用多种连接方式将立柱和多边形梁主体相连接,比如使用带栓钉型自攻钉,非常简单省时,此外,本发明直接用多边形梁将墙面、楼层板连接,使得钢骨架结构房的安装非常方便、快捷,相比混凝土拼装结构更环保,同时减少了现场施工的工作量,降低了对工人的技能要求,进而降低人工成本,并且稳定性好。
附图说明
图1为本发明中多边形梁的截面示意图;
图2为本发明中多边形梁与立柱的安装示意图;
图3为本发明中立柱的截面结构示意图;
图4为本发明中墙板与立柱的安装示意图;
图5为本发明中墙板与多边形梁的安装示意图;
图6为本发明中楼层板与多边形梁的安装示意图;
图7为本发明中楼层板的结构示意图;
图8为本发明中墙板的结构示意图;
图9为本发明中墙板、楼层板和梁的灌浆结构示意图;
图10为本发明中立柱与多边形梁的灌浆结构示意图;
图11为本发明中带栓性自攻钉的结构示意图;
图12为本发明中V型十字交叉连接板的结构示意图。
1、多边形梁;10、主体;111、第一表面;112、第二表面;113、第三表面;114、第四表面;115、第一折面;116、第二折面;117、第三折面;118、第四折面;119、第五折面;120、第六折面;2、墙板;21、环保型高强度水泥板;22、环保型隔热材料;24、第一折边 L型卡扣;25、第一灌浆区;26、折边板;3、立柱;30、柱底板;31、柱顶板;32、柱体;310、V型十字交叉槽;300、孔;5、带栓钉型自攻钉;50、钻头部;51、丝锥部;52、内拧紧部;53、栓钉部;54、螺纹部;55、锥面部;56、圆柱部;57、外拧紧部;40、Y型连接板;6、楼层板;63、Z型连接板;64、第一灌浆槽;65、第二折边L型卡扣;67、第二灌浆槽;7、灌浆空间;70、流浆孔;9、第二灌浆区
具体实施方式
以下结合附图和具体实施例对本发明进一步详细说明。根据下面说明和权利要求书,本发明的优点和特征将更清楚。需说明的是,附图均采用非常简化的形式且均使用非精准的比例,仅用以方便、明晰地辅助说明本发明实施例的目的。附图中相同或相似的附图标记代表相同或相似的部件。
本发明提供一种多边形梁及钢骨架结构房,可以快速安装,并且稳定性好。
请参考图1~图12,其分别为本发明中多边形梁1的截面示意图、本发明中钢骨架结构房的部分立体示意图、本发明中多边形梁1与立柱3的安装示意图、本发明中立柱3的截面结构示意图、本发明中墙板2与立柱3的安装示意图、本发明中墙板2与多边形梁1的安装示意图、本发明中楼层板6与多边形梁1的安装示意图、本发明中楼层板6的结构示意图、本发明中墙板2的结构示意图、本发明中墙板2、楼层板6和梁的灌浆结构示意图、本发明中立柱3与多边形梁1的灌浆结构示意图、本发明中带栓性自攻钉的结构示意图和本发明中V型十字交叉连接板的结构示意图。
本发明涉及一种多边形梁,该多边形梁1用于房屋建造,所述多边形梁1包括一主体10,所述主体10截面呈多边不规则封闭状,且所述主体10包括至少一斜面。
于本实施例中,所述主体10上部截面呈倒V型,所述主体10的下部截面呈正V型,具体的,请参考图1,所述主体10上部包括第一表面111和第二表面112,所述第一表面111与所述第二表面112都为斜面,且所述第一表面111与所述第二表面112相接且截面呈倒V型,所述主体10下部包括第三表面113和第四表面114,所述第三表面113与所述第四表面114都为斜面,且所述第三表面113与所述第四表面114相接且截面呈正V型。
此外,于本实施例中,所述主体10包括多个折面,所述折面与所述第一表面111、第二表面112、第三表面113和第四表面114相互对应相接且连接后的截面呈闭环结构,具体的,于本实施例中,所述主体10包括第一折面115、第二折面116、第三折面117、第四折面118、第五折面119和第六折面120,以所述多边形梁1的倒V型端为上,正V型端为下,第一表 面111下端与所述第一折面115的上端相连接,第一折面115的下端与第二折面116的上端相连接,所述第二折面116的下端与所述第三折面117的上端相连接,所述第三折面117的下端与所述第三表面113的上端相连接,所述第三表面113的下端与所述第四表面114的下端相连接,所述第四表面114的上端与所述第四折面118的下端相连接,所述第四折面118的上端与所述第五折面119的下端相连接,所述第五折面119的上端与所述第六折面120的下端相连接,所述第六折面120的上端与所述第二表面112的下端相连接,所述第二表面112的上端与所述第一表面111的上端相连接,即,所述第一表面111、第一折面115、第二折面、第三折面117、第三表面113、第四表面114、第四折面118、第五折面119、第六折面120和第二表面112顺次收尾相接,形成多边形不规则封闭状结构。
于本实施例中,上述多边形梁1应用于一种钢骨架结构房,所述钢骨架结构房包括墙板2,还包括立柱3和所述的多边形梁1,所述立柱3通过连接板组与所述多边形梁1固定连接。
于本实施例中,请参阅图3和图12,所述立柱3包括柱底板30、V型十字交叉槽310的柱顶板31和柱体32,所述柱体32的中心线与相邻所述柱底板30的轴线具有一角度,该角度大于0度小于90度,最佳的,所述角度为30度或45度或者60度,于本实施例中,所述柱顶板31包括两条所述V型十字交叉槽310,所述V型十字交叉槽310与所述多边形梁1的主体10的表面相连接,两条十字交叉的正V形槽用于连接所述的多边形梁1的上部V型面和下部V型面,进而强化立柱3与多边形梁1的连接,此外,所述柱底板30的底部设有若干孔300,紧固件穿过该孔300能将立柱3与相接面相固定,紧固件可以为螺丝或者螺栓等。
于本实施例中,所述连接板组包括第一Y型连接板,该第一Y型连接板设于所述多边形梁1的主体10的端部,所述多边形梁1与所述立柱3通过所述第一Y型连接板相连接,具体的,所述第一Y型连接板与所述立柱3通过第一带栓钉型自攻钉紧固连接,以水平方向为基准,所述第一带栓钉型自攻钉斜向穿过所述第一Y型连接板打入所述立柱3内,且,所述V型十字交叉板与所述立柱3通过第二带栓钉型自攻钉紧固连接,所述第二带栓钉型自攻钉斜向穿过所述V型十字交叉板打入所述立柱3内,于本实施例中,所述第一Y型连接板即为Y型连接板40,于本实施例中,第二带栓钉型自攻钉为带栓钉型自攻钉5。
于本实施例中,请参阅图11,所述第一带栓钉型自攻钉为带栓钉型自攻钉5,该带栓钉型自攻钉结构请参考图11,本实施例中的带栓钉型自攻钉5包括钻头部50、丝锥部51、内拧紧部52、栓钉部53、螺纹部54,锥面部55,圆柱部56和外拧紧部57,所述拧头部为外六角或内六角或梅花槽式,所述栓钉部为六角形或圆形。
于本实施例中,请参阅图4和图5,所述墙板2与所述多边形梁1的主体10表面之间设 有第二Y型连接板,以水平方向为准,通过第三带栓钉型自攻钉钉斜向穿过所述第二Y型连接板将所述墙板2与所述多边形梁1的主体10相连接,所述第二Y型连接板为Y型连接板40,于本实施例中第三带栓钉型自攻钉为带栓钉型自攻钉5。
具体的,于本实施例中,请参阅图8,所述墙板2为梯形及方形组合折边板26,且所述墙板2的表面和底面固定设有环保型高强度水泥板21,所述墙板2中间填充环保型隔热材料22,且所述墙板2四周固定设有所述第二Y型连接板,所述墙板2为多片串联连接方式,相邻两片所述墙板2间的侧面设有第一折边L型卡扣24和与所述第一折边L型卡扣24相对应的接头部,该接头部用第五带栓钉型自攻钉相连接,且连接处设有第一灌浆区25。
此外,于本实施例中,请参阅图6和图7,所述钢骨架结构房包括楼层板6,所述多边形梁1的主体10与所述楼层板6间设有Z型折边连接板,以水平方向为准,通过第四带栓钉型自攻钉斜向穿过所述Z型折边连接板将所述多边形梁1和所述楼层板6相连接,于本实施例中,第四带栓钉型自攻钉为带栓钉型自攻钉5,于本实施例中,第四带栓钉型自攻钉为带栓钉型自攻钉5。
具体的,于本实施例中,所述楼层板6为梯形及方形组合折边板26,所述楼层板6表面和底面固定设有环保型高强度水泥板21,所述楼层板6中间填充环保型隔热材料22,所述楼层板6两端固定有Z型连接板63和第一灌浆槽64,于本实施例中,请参阅图7,所述楼层板6为多片串联连接方式,相邻两片所述楼层板6间的侧面设有第二折边L型卡扣65和所述第二折边L型卡扣65对应的接头部,该接头部用第五带栓钉型自攻钉相连接,且连接处设有第二灌浆槽67,于本实施例中,第五带栓钉型自攻钉为带栓钉型自攻钉5。
于本实施例中,请参阅图9和图10,所述立柱3,所述多边形梁1、所述墙板2和所述楼层板6的端角通过所述连接板组合围形成一个独立的灌浆空间7,通过带栓钉型自攻钉钉的栓钉起到混凝土锚固作用,该合围空间构成了一个完整的灌浆空间7,该灌浆空间7设有流浆孔70,对于永久性建筑定位的房屋可以通过灌浆形成二次结构加强和稳固的作用,此外,所述立柱3与所述多边形梁1组合围成第二灌浆区9。
本发明通过设置多边形梁1,其中,所述多边形梁1的主体10截面呈多边不规则封闭状,且所述主体10至少一面为斜面,此外,钢骨架结构房的立柱3通过连接板组与该多边形梁1的主体10相连接,因为多边形梁1形状不规则,不需要采用其他附加连接板,本发明中的钢骨架结构房可采用多种连接方式将立柱3和多边形梁1主体10相连接,比如使用带栓钉型自攻钉5,非常简单省时,此外,本发明直接用多边形梁1将墙面、楼层板6连接,使得钢骨架结构房的安装非常方便、快捷,相比混凝土拼装结构更环保,同时减少了现场施工的工作 量,降低了对工人的技能要求,进而降低人工成本,并且稳定性好。
需要说明的是,在本发明提及的所有文献都在本申请中引用作为参考,就如同每一篇文献被单独引用作为参考那样。此外应理解,在阅读了本发明的上述讲授内容之后,本领域技术人员可以对本发明作各种改动或修改,这些等价形式同样落于本申请所附权利要求书所限定的范围。
并且,在本专利的权利要求书和说明书中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。本专利的权利要求书和说明书中,如果提到根据某要素执行某行为,则是指至少根据该要素执行该行为的意思,其中包括了两种情况:仅根据该要素执行该行为、和根据该要素和其它要素执行该行为。
虽然通过参照本发明的某些优选实施例,已经对本发明进行了图示和描述,但本领域的普通技术人员应该明白,可以在形式上和细节上对其作各种改变,而不偏离本发明的精神和范围。

Claims (19)

  1. 一种多边形梁,该多边形梁用于房屋建造,其特征在于,所述多边形梁包括一主体,所述主体截面呈多边封闭状,且所述主体包括至少一斜面。
  2. 如权利要求1所述的多边形梁,其特征在于,所述主体上部截面呈倒V型。
  3. 如权利要求1或2所述的多边形梁,其特征在于,所述主体上部包括第一表面和第二表面,所述第一表面与所述第二表面都为斜面,且所述第一表面与所述第二表面相接且截面呈倒V型。
  4. 如权利要求1或2所述的多边形梁,其特征在于,所述主体下部截面呈正V型。
  5. 如权利要求4所述的多边形梁,其特征在于,所述主体下部包括第三表面和第四表面,所述第三表面与所述第四表面都为斜面,且所述第三表面与所述第四表面相接且截面呈正V型。
  6. 如权利要求1所述的多边形梁,其特征在于,所述主体包括多个折面,所述折面与所述斜面对应相接且截面呈不规则封闭状。
  7. 一种钢骨架结构房,该钢骨架结构房包括墙板,其特征在于,所述钢骨架结构房包括立柱和权利要求1至6中任一项所述的多边形梁,所述立柱通过连接板组与所述多边形梁固定连接。
  8. 如权利要求7所述的钢骨架结构房,其特征在于,所述立柱包括柱底板和柱体,所述柱体的中心线与相邻所述柱底板的轴线具有一角度,该角度大于0度小于90度。
  9. 如权利要求8所述的钢骨架结构房,其特征在于,所述角度为30度或45度或者60度。
  10. 如权利要求1或8所述的钢骨架结构房,其特征在于,所述立柱包括V型十字交叉槽的柱顶板,所述柱顶板包括两条所述V型十字交叉槽,所述V型十字交叉槽与所述多边形梁的主体的表面相连接。
  11. 如权利要求7所述的钢骨架结构房,其特征在于,所述连接板组包括第一Y型连接板,该第一Y型连接板设于所述多边形梁的主体的端部,所述多边形梁与所述立柱通过所述第一Y型连接板相连接。
  12. 如权利要求11所述的钢骨架结构房,其特征在于,所述第一Y型连接板与所述立柱通过第一带栓钉型自攻钉紧固连接,以水平方向为基准,所述第一带栓钉型自攻钉斜向穿过所述第一Y型连接板打入所述立柱内,且,所述V型十字交叉板与所述立柱通过第二带栓钉型自攻钉紧固连接,所述第二带栓钉型自攻钉斜向穿过所述V型十字交叉板打入所述立柱内。
  13. 如权利要求7所述的钢骨架结构房,其特征在于,所述墙板与所述多边形梁的主体表面之间设有第二Y型连接板,以水平方向为准,通过第三带栓钉型自攻钉钉斜向穿过所述第二Y型连接板将所述墙板与所述多边形梁的主体相连接。
  14. 如权利要求13所述的钢骨架结构房,其特征在于,所述墙板为梯形及方形组合折边板,且所述墙板的表面和底面固定设有环保型高强度水泥板,所述墙板中间填充环保型隔热材料,且所述墙板四周固定设有所述第二Y型连接板,所述墙板为多片串联连接方式,相邻两片所述墙板间的侧面设有折边L型卡扣和与所述折边L型卡扣相对应的接头部。
  15. 如权利要求7所述的钢骨架结构房,其特征在于,所述钢骨架结构房包括楼层板,所述多边形梁的主体与所述楼层板间设有Z型折边连接板,以水平方向为准,通过第四带栓钉型自攻钉斜向穿过所述Z型折边连接板将所述多边形梁和所述楼层板相连接。
  16. 如权利要求15所述的钢骨架结构房,其特征在于,所述楼层板为梯形及方形组合折边板,所述楼层板表面和底面固定设有环保型高强度水泥板,所述楼层板中间填充环保型隔热材料,所述楼层板两端固定有Z型连接板和第一灌浆槽。
  17. 如权利要求16所述的钢骨架结构房,起特征在于,所述楼层板为多片串联连接方式,相邻两片所述楼层板间的侧面设有折边L型卡扣和所述折边L型卡扣对应的接头部,该接头部用第五带栓钉型自攻钉相连接,且连接处设有第二灌浆槽。
  18. 如权利要17所述的钢骨架结构房,起特征在于,所述第五带栓钉型自攻钉包括钻头部、丝锥部、拧头部和栓钉部,所述拧头部为外六角或内六角或梅花槽式,所述栓钉部为六角形或圆形。
  19. 如权利要求15所述的钢骨架结构房,起特征在于,所述立柱,所述多边形梁、所述墙板和所述楼层板的端角通过所述连接板组合围形成一个独立的灌浆空间。
PCT/CN2019/085115 2019-04-23 2019-04-30 一种多边形梁及钢骨架结构房 WO2020215352A1 (zh)

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Publication number Priority date Publication date Assignee Title
FR2446987A1 (fr) * 1979-01-16 1980-08-14 Schuckmann Alfred Von Noix de raccordement de barreaux pour point de jonction multiple
US4989390A (en) * 1987-05-04 1991-02-05 Moore Iii Eugene O Fabricated structural tube
CN2366471Y (zh) * 1999-04-03 2000-03-01 江苏玉龙钢管集团公司 建筑用钢柱梁
DE10031104C1 (de) * 2000-06-26 2002-02-07 Walter Stumpf Verfahren zur Herstellung eines Verbindungsknotenelements für die Verbindung von Stäben eines Stab-Knoten-Raumfachwerks
DE10327159A1 (de) * 2003-06-13 2004-12-30 Renker, Franz, Dipl.-Bau.-Ing. (FH) Fachwerk insbesondere räumliches Fachwerk
CN107511617A (zh) * 2017-07-03 2017-12-26 湖北精工钢结构有限公司 多边曲面异形箱体的制作方法及其多边曲面异形箱体结构

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2446987A1 (fr) * 1979-01-16 1980-08-14 Schuckmann Alfred Von Noix de raccordement de barreaux pour point de jonction multiple
US4989390A (en) * 1987-05-04 1991-02-05 Moore Iii Eugene O Fabricated structural tube
CN2366471Y (zh) * 1999-04-03 2000-03-01 江苏玉龙钢管集团公司 建筑用钢柱梁
DE10031104C1 (de) * 2000-06-26 2002-02-07 Walter Stumpf Verfahren zur Herstellung eines Verbindungsknotenelements für die Verbindung von Stäben eines Stab-Knoten-Raumfachwerks
DE10327159A1 (de) * 2003-06-13 2004-12-30 Renker, Franz, Dipl.-Bau.-Ing. (FH) Fachwerk insbesondere räumliches Fachwerk
CN107511617A (zh) * 2017-07-03 2017-12-26 湖北精工钢结构有限公司 多边曲面异形箱体的制作方法及其多边曲面异形箱体结构

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