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CN220117436U - Stable steel structure grid and non-single-layer odd-layer grid structure - Google Patents

Stable steel structure grid and non-single-layer odd-layer grid structure Download PDF

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Publication number
CN220117436U
CN220117436U CN202320639093.7U CN202320639093U CN220117436U CN 220117436 U CN220117436 U CN 220117436U CN 202320639093 U CN202320639093 U CN 202320639093U CN 220117436 U CN220117436 U CN 220117436U
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China
Prior art keywords
grid
load
steel structure
layer
bearing plate
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CN202320639093.7U
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贺龙
秦书文
李强
班国光
郑文涛
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Inner Mongolia Helin Power Generation Co ltd
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Inner Mongolia Helin Power Generation Co ltd
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Priority to JP2023001953U priority patent/JP3243094U/en
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Abstract

The utility model relates to the technical field of steel structure net racks, and particularly discloses a stable steel structure net rack and a non-single-layer odd-layer net rack structure, which comprises the following components: the bearing plate is provided with a plurality of regular hexagon grooves on the upper surface and the lower surface of each unit area, and regular hexagon through holes are formed in the regular hexagon grooves; the web member assembly is fixed on the upper surface of the bearing plate through a node; the bearing plate is used for reinforcing and strengthening the web member. According to the utility model, the bearing plate is in a honeycomb structure, and the web member assembly is fixedly arranged on the bearing plate, so that redundant stress and strain are dispersed when bearing load, thereby reducing the influence on the structure and improving the torsional stability.

Description

一种稳定型钢结构网架及非单层奇数层网架结构A stable steel structure grid and a non-single-layer odd-numbered grid structure

技术领域Technical field

本实用新型涉及钢结构网架技术领域,具体涉及一种稳定型钢结构网架及非单层奇数层网架结构。The utility model relates to the technical field of steel structure grids, specifically to a stable steel structure grid and a non-single-layer odd-numbered layer grid structure.

背景技术Background technique

钢结构网架结构是目前国内大型体育场馆、工业厂房、影剧院、候车厅等建筑常用的屋盖形式。这种新样式结构的方法是依赖钢体自身的受力,用螺栓球把一根根钢柱连接在一起相互交错支撑,网结成各种形态不一的空间结构。The steel structure grid structure is currently a commonly used roof form in large domestic stadiums, industrial plants, theaters, waiting halls and other buildings. This new style of structure relies on the force of the steel body itself, using bolt balls to connect the steel columns together to support each other, forming a network into various spatial structures of different shapes.

而钢结构网架的稳定性是钢结构网架设计和使用过程必须考虑的关键因素,具体指钢结构网架在承受载荷和冲击时的稳定性。当钢结构网架遭受意外载荷或冲击,无法保持稳定时,就可能发生坍塌;这种情况下,钢结构网架的变形和应力将增加,从而导致结构失稳;当钢结构网架遭受多个载荷作用时,钢结构网架可能会发生滑移。The stability of the steel structure grid is a key factor that must be considered during the design and use of the steel structure grid. Specifically, it refers to the stability of the steel structure grid when it bears load and impact. When the steel structure grid is subjected to unexpected loads or impacts and cannot remain stable, collapse may occur; in this case, the deformation and stress of the steel structure grid will increase, leading to structural instability; when the steel structure grid is subjected to multiple When a load is applied, the steel structure grid may slip.

鉴于此,急需一种稳定型钢结构网架,用于解决现有技术中的钢结构网架在受到多个意外载荷或冲击时易发生坍塌和滑移的问题。In view of this, there is an urgent need for a stable steel structure grid to solve the problem that steel structure grids in the prior art are prone to collapse and slip when subjected to multiple unexpected loads or impacts.

实用新型内容Utility model content

鉴于现有技术存在的上述问题,本实用新型提供一种稳定型钢结构网架及非单层奇数层网架结构,在受到多个意外载荷或冲击时避免发生坍塌和滑移的问题。In view of the above-mentioned problems existing in the prior art, the present invention provides a stable steel structure grid and a non-single-layer odd-numbered grid structure to avoid collapse and slippage when subjected to multiple unexpected loads or impacts.

为实现上述目的,一方面,本实用新型提出一种稳定型钢结构网架,通过节点进行连接,包括:In order to achieve the above purpose, on the one hand, the utility model proposes a stable steel structure grid, which is connected through nodes, including:

承重板,所述承重板的每单位面积上下两面相对的开设有由若干个正六边形槽,所述正六边形槽内开设有正六边形通孔;The load-bearing plate has a plurality of regular hexagonal grooves on the upper and lower sides facing each other per unit area, and regular hexagonal through holes are provided in the regular hexagonal grooves;

腹杆组件,所述腹杆组件由所述节点固定在所述承重板上表面;所述承重板用于对所述腹杆杆件进行加固和补强。The web rod assembly is fixed on the upper surface of the load-bearing plate by the node; the load-bearing plate is used to reinforce and reinforce the web rod members.

优选的,所述承重板包括:Preferably, the load-bearing plate includes:

承重梁,围合在所述正六边形槽外侧;A load-bearing beam is enclosed outside the regular hexagonal slot;

补强板,设置在所述承重梁的两侧,围合所述正六边形通孔,用于对所述承重梁补强。Reinforcing plates are arranged on both sides of the load-bearing beam, enclosing the regular hexagonal through hole, and are used to reinforce the load-bearing beam.

优选的,所述承重梁彼此相交形成有多个交点。Preferably, the load-bearing beams intersect each other to form multiple intersection points.

优选的,所述所述交点包括第一连接位、第二连接位。Preferably, the intersection point includes a first connection position and a second connection position.

优选的,所述第一连接位、第二连接位彼此相邻。Preferably, the first connection position and the second connection position are adjacent to each other.

优选的,所述腹杆组件包括:Preferably, the web rod assembly includes:

腹杆,所述腹杆通过所述节点固定在所述第一连接位上,所述腹杆还通过所述节点相连围合成正四面体。The web rod is fixed on the first connection position through the node, and the web rod is also connected through the node to form a regular tetrahedron.

优选的,每一所述腹杆组件固定在所述正六边形通孔上方。Preferably, each of the web rod components is fixed above the regular hexagonal through hole.

优选的,所述节点为焊接空心球节点。Preferably, the nodes are welded hollow ball nodes.

优选的,本实施例还包括一种偶数层网架结构,两个网架单元组成;Preferably, this embodiment also includes an even-layer grid structure, consisting of two grid units;

位于上层的所述网架单元的所述承重板的下底面的所述第二连接位与所述位于下层的所述网架单元的所述腹杆组件的顶部节点固定连接;位于上层的所述网架单元的所述腹杆组件的顶部节点与所述位于下层的所述网架单元的所述承重板的上顶面的所述第二连接位固定连接。The second connection position of the lower surface of the load-bearing plate of the grid unit located on the upper layer is fixedly connected to the top node of the web rod assembly of the grid unit located on the lower layer; The top node of the web rod assembly of the grid unit is fixedly connected to the second connection position on the upper top surface of the load-bearing plate of the grid unit located on the lower floor.

与现有技术相比,本实用新型的有益效果在于:本实用新型的稳定型钢结构网架,通过将承重板设置为蜂窝形结构,腹杆组件固定安装在承重板上,在承受载荷时,多余的应力和应变将被分散,从而减轻其对结构的影响,提高抗扭稳定性。Compared with the existing technology, the beneficial effects of the present utility model are: in the stable steel structure grid of the present utility model, the load-bearing plate is arranged into a honeycomb structure, and the web rod assembly is fixedly installed on the load-bearing plate. When bearing a load, Excess stresses and strains will be dispersed, thereby mitigating their impact on the structure and improving torsional stability.

另一方面,本实施例还提出一种非单层的奇数层网架结构的稳定型钢结构网架,包括上述稳定型钢结构网架,还包括一种非单层的奇数层网架结构,由单层网架单元固定在所述偶数层网架结构上;On the other hand, this embodiment also proposes a stable steel structure grid structure with a non-single-layer odd-numbered layer grid structure, including the above-mentioned stable steel structure grid structure, and also includes a non-single-layer odd-numbered layer grid structure, consisting of The single-layer grid unit is fixed on the even-layer grid structure;

所述奇数层网架结构包括腹杆组件和节点,所述腹杆组件由节点固定在所述偶数层网架结构上表面的第一连接位上。The odd-numbered layer grid structure includes web rod components and nodes, and the web rod components are fixed at the first connection positions on the upper surface of the even-numbered layer grid structure by nodes.

可以理解的是,上述非单层的奇数层网架结构采用了本实用新型提供的稳定型钢结构网架,上述非单层的奇数层网架结构具有与所述稳定型钢结构网架相同的有益效果,在此不再赘述。It can be understood that the above-mentioned non-single-layer odd-numbered layer grid structure adopts the stable steel structure grid provided by the present utility model. The above-mentioned non-single-layer odd-numbered grid structure has the same benefits as the stable steel structure grid. The effect will not be described again here.

附图说明Description of the drawings

图1为本实用新型实施例的一种稳定型钢结构网架结构示意图;Figure 1 is a schematic structural diagram of a stable steel structure grid according to an embodiment of the present invention;

图2是本实用新型实施例的下承重板结构示意图;Figure 2 is a schematic structural diagram of the lower load-bearing plate according to the embodiment of the present utility model;

图3为本实用新型实施例的腹杆组件俯视结构示意图;Figure 3 is a schematic top structural view of the web rod assembly according to the embodiment of the present utility model;

图4是本实用新型实施例的腹杆组件主视结构示意图。Figure 4 is a schematic front structural view of the web rod assembly according to the embodiment of the present invention.

附图标记包括:Reference signs include:

1-网架单元;2-承重板;21-承重梁;22-补强板;23-第一连接位;24-第二连接位;3-腹杆组件;31-焊接空心球节点;32;腹杆。1-grid unit; 2-load-bearing plate; 21-load-bearing beam; 22-reinforcement plate; 23-first connection position; 24-second connection position; 3-web rod assembly; 31-welded hollow ball node; 32 ; Abdominal rod.

具体实施方式Detailed ways

下面结合附图和实施例,对本实用新型的具体实施方式作进一步详细描述。以下实施例用于说明本实用新型,但不用来限制本实用新型的范围。The specific implementation manner of the present utility model will be further described in detail below with reference to the accompanying drawings and examples. The following examples are used to illustrate the present invention, but are not used to limit the scope of the present invention.

在本申请的描述中,需要理解的是,术语“中心”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本申请和简化描述,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申请的限制。In the description of this application, it should be understood that the terms "center", "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", The orientations or positional relationships indicated by "top", "bottom", "inner", "outside", etc. are based on the orientations or positional relationships shown in the drawings. They are only for the convenience of describing the present application and simplifying the description, and are not indicated or implied. The devices or elements referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the application.

术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本申请的描述中,除非另有说明,“多个”的含义是两个或两个以上。The terms “first” and “second” are used for descriptive purposes only and shall not be understood as indicating or implying relative importance or implicitly indicating the quantity of indicated technical features. Therefore, features defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of this application, unless otherwise stated, "plurality" means two or more.

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“安装”、“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;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内侧的连通。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申请中的具体含义。In the description of this application, it should be noted that, unless otherwise clearly stated and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense. For example, it can be a fixed connection or a detachable connection. Connection, or integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection between the insides of two components. For those of ordinary skill in the art, the specific meanings of the above terms in this application can be understood on a case-by-case basis.

以下结合本实用新型实施例中附图对本实用新型进行详细描述。The utility model will be described in detail below with reference to the accompanying drawings in the embodiments of the utility model.

钢结构网架的稳定性是钢结构网架设计和使用过程必须考虑的关键因素,具体指钢结构网架在承受载荷和冲击时的稳定性。当钢结构网架遭遇意外载荷或冲击,无法保持稳定时,就可能发生坍塌;这种情况下,钢结构网架的变形和应力将增加,从而导致结构失稳;当钢结构网架遭受多个载荷作用时,钢结构网架可能会发生滑移。The stability of the steel structure grid is a key factor that must be considered during the design and use of the steel structure grid. Specifically, it refers to the stability of the steel structure grid when it bears load and impact. When the steel structure grid encounters unexpected loads or impacts and cannot remain stable, it may collapse; in this case, the deformation and stress of the steel structure grid will increase, leading to structural instability; when the steel structure grid is subjected to multiple When a load is applied, the steel structure grid may slip.

鉴于此,急需一种稳定型钢结构网架,用于解决现有技术中的钢结构网架在受到多个意外载荷或冲击时易发生坍塌和滑移的问题。In view of this, there is an urgent need for a stable steel structure grid to solve the problem that steel structure grids in the prior art are prone to collapse and slip when subjected to multiple unexpected loads or impacts.

本实用新型的稳定型钢结构网架,通过将承重板设置为蜂窝形结构,腹杆组件固定安装在承重板上,在承受载荷时,多余的应力和应变将被分散,从而减轻其对结构的影响,提高抗扭稳定性。The stable steel structure grid of the present invention sets the load-bearing plate into a honeycomb structure, and the web rod assembly is fixedly installed on the load-bearing plate. When bearing a load, excess stress and strain will be dispersed, thereby reducing its impact on the structure. influence and improve torsional stability.

参阅图1所示,本实用新型提出一种稳定型钢结构网架,通过节点进行连接,包括:Referring to Figure 1, the utility model proposes a stable steel structure grid, which is connected through nodes and includes:

承重板2和腹杆组件3,其中承重板2的每单位面积上下两面相对的开设有由若干个正六边形槽,正六边形槽内开设有正六边形通孔;而腹杆组件3由节点固定在承重板2上表面;承重板2用于对腹杆32杆件进行加固和补强。The load-bearing plate 2 and the web rod assembly 3, in which the load-bearing plate 2 has several regular hexagonal slots on its upper and lower faces facing each other per unit area, and regular hexagonal through holes are opened in the regular hexagonal slots; while the web rod assembly 3 is composed of The nodes are fixed on the upper surface of the load-bearing plate 2; the load-bearing plate 2 is used to reinforce and reinforce the web members 32.

具体而言,承重板2通过开设开设有由若干个正六边形槽并在正六边形槽内开设有正六边形通孔,在形成蜂窝状结构提升结构强度的同时进行了去重,以此形成高稳定型的钢结构网架。Specifically, the load-bearing plate 2 is provided with a number of regular hexagonal grooves and regular hexagonal through holes in the regular hexagonal grooves, thereby forming a honeycomb structure to improve the structural strength and at the same time reduce the weight. Form a highly stable steel structure grid.

可以理解的是,通过将承重板2设置为蜂窝形结构,腹杆组件固定安装在承重板上,在承受载荷时,多余的应力和应变将被分散,从而减轻其对结构的影响,提高抗扭稳定性。It can be understood that by arranging the load-bearing plate 2 as a honeycomb structure, and the web rod assembly is fixedly installed on the load-bearing plate, when bearing the load, the excess stress and strain will be dispersed, thereby reducing its impact on the structure and improving the resistance. torsional stability.

结合图1-2所示,本实施例的承重板2包括:承重梁21和补强板22,其中承重梁21围合在正六边形槽外侧;而补强板22设置在承重梁21的两侧,围合正六边形通孔,用于对承重梁21补强。As shown in FIGS. 1-2 , the load-bearing plate 2 of this embodiment includes: a load-bearing beam 21 and a reinforcing plate 22 , where the load-bearing beam 21 is enclosed outside the regular hexagonal groove; and the reinforcing plate 22 is provided on the outside of the load-bearing beam 21 On both sides, regular hexagonal through holes are enclosed for reinforcing the load-bearing beam 21 .

可以理解的是,补强板22通过提升承重梁21局部面积,进一步提高抗扭稳定性。It can be understood that the reinforcing plate 22 further improves torsional stability by increasing the local area of the load-bearing beam 21 .

结合图1-2所示,本实施例的承重梁21彼此相交形成有多个交点。As shown in FIGS. 1-2 , the load-bearing beams 21 of this embodiment intersect with each other to form multiple intersection points.

结合图1-2所示,本实施例的交点包括第一连接位23、第二连接位24。As shown in FIGS. 1-2 , the intersection point in this embodiment includes a first connection position 23 and a second connection position 24 .

结合图1-2所示,本实施例的第一连接位23、第二连接位24彼此相邻。As shown in Figure 1-2, the first connection position 23 and the second connection position 24 of this embodiment are adjacent to each other.

结合图3-4所示,本实施例的腹杆组件3包括:As shown in Figures 3-4, the web rod assembly 3 of this embodiment includes:

腹杆32,腹杆32通过节点固定在第一连接位23上,腹杆32还通过节点相连围合成正四面体。The web rod 32 is fixed on the first connection position 23 through nodes, and the web rods 32 are also connected through nodes to form a regular tetrahedron.

参阅图1所示,本实施例的每一腹杆组件3固定在正六边形通孔上方。Referring to Figure 1, each web rod assembly 3 of this embodiment is fixed above a regular hexagonal through hole.

结合图3-4所示,本实施例的节点为焊接空心球节点31。As shown in Figure 3-4, the node in this embodiment is a welded hollow ball node 31.

具体而言,焊接空心球节点31由两块圆钢板经热压或冷压成两个半球后对焊形成。Specifically, the welded hollow ball node 31 is formed by hot or cold pressing two circular steel plates into two hemispheres and then butt welding.

可以理解的是焊接空心球31由于球体没有方向性,可与任意方向的杆件连接,传力明确,构造简单,造型美观,连接方便适用性强。It can be understood that the welded hollow ball 31 has no directionality and can be connected to rods in any direction. It has clear force transmission, simple structure, beautiful appearance, convenient connection and strong applicability.

结合图1-4所示,本实施例还包括一种偶数层网架结构,由两个网架单元1组成;As shown in Figures 1-4, this embodiment also includes an even-layer grid structure, which is composed of two grid units 1;

位于上层的网架单元1的承重板2的下底面的第二连接位24与位于下层的网架单元1的腹杆组件3的顶部节点固定连接;位于上层的网架单元1的腹杆组件3的顶部节点与位于下层的网架单元1的承重板2的上顶面的第二连接位24固定连接。The second connection position 24 on the lower surface of the load-bearing plate 2 of the grid unit 1 on the upper floor is fixedly connected to the top node of the web rod assembly 3 of the grid unit 1 on the lower floor; the web rod assembly of the grid unit 1 on the upper floor is fixedly connected. The top node of 3 is fixedly connected to the second connection position 24 on the upper surface of the load-bearing plate 2 of the grid unit 1 on the lower floor.

本实用新型的稳定型钢结构网架,通过将承重板2设置为蜂窝形结构,将腹杆组件3固定安装在承重板2上,在承受载荷时,多余的应力和应变将被分散,从而减轻其对结构的影响,提高抗扭稳定性。The stable steel structure grid of the present invention sets the load-bearing plate 2 into a honeycomb structure and fixes the web rod assembly 3 on the load-bearing plate 2. When bearing a load, excess stress and strain will be dispersed, thereby reducing Its impact on the structure improves torsional stability.

本实用新型的稳定型钢结构网架,还通过设置补强板22通过提升承重梁21局部面积,进一步提高抗扭稳定性。The stable steel structure grid of the present invention also further improves torsional stability by arranging reinforcing plates 22 and increasing the local area of the load-bearing beams 21 .

结合图1-4所示,本实施例还提出一种非单层的奇数层网架结构,包括上述稳定型钢结构网架,还包括一种非单层的奇数层网架结构,由单层网架单元1固定在偶数层网架结构上;奇数层网架结构包括腹杆组件3和节点,腹杆组件3由节点固定在所述偶数层网架结构上表面的第一连接位23上。As shown in Figures 1-4, this embodiment also proposes a non-single-layer odd-numbered-layer grid structure, including the above-mentioned stable steel structure grid, and also includes a non-single-layer odd-numbered grid structure, which is composed of a single-layer The grid unit 1 is fixed on the even-numbered layer grid structure; the odd-numbered layer grid structure includes a web rod assembly 3 and nodes, and the web rod assembly 3 is fixed on the first connection position 23 on the upper surface of the even-numbered layer grid structure by the node. .

可以理解的是,基于上述的稳定型钢结构网架,本实用新型还提供了一种非单层的奇数层网架结构,单层网架单元1固定在偶数层网架结构上。可以理解的是,上述非单层的奇数层网架结构采用了本实用新型提供的稳定型钢结构网架,将腹杆组件3固定安装在承重板2上,在承受载荷时,多余的应力和应变将被分散,从而减轻其对结构的影响,提高抗扭稳定性。即上述非单层的奇数层网架结构与本实施例提供的稳定型钢结构网架具有相同的有益效果,在此不再赘述。It can be understood that, based on the above-mentioned stable steel structure grid, the present invention also provides a non-single-layer odd-numbered layer grid structure, and the single-layer grid unit 1 is fixed on the even-numbered layer grid structure. It can be understood that the above-mentioned non-single-layer odd-numbered layer grid structure adopts the stable steel structure grid provided by the utility model, and the web rod assembly 3 is fixedly installed on the load-bearing plate 2. When bearing the load, the excess stress and Strain will be dispersed, thereby reducing its impact on the structure and improving torsional stability. That is, the above-mentioned non-single-layer odd-numbered layer grid structure has the same beneficial effects as the stable steel structure grid provided in this embodiment, and will not be described again here.

本领域技术人员应理解,上面对本实用新型的实施例的描述的目的仅为了示例性地说明本实用新型的实施例的有益效果,并不意在将本实用新型的实施例限制于所给出的任何示例。Those skilled in the art should understand that the purpose of the above description of the embodiments of the present invention is only to illustrate the beneficial effects of the embodiments of the present invention, and is not intended to limit the embodiments of the present invention to the given examples. Any examples.

以上仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型技术原理的前提下,还可以做出若干改进和替换,这些改进和替换也应视为本实用新型的保护范围。The above are only the preferred embodiments of the present invention. It should be pointed out that those of ordinary skill in the art can also make several improvements and substitutions without departing from the technical principles of the present utility model. These improvements and substitutions It should also be regarded as the protection scope of the present utility model.

Claims (10)

1.一种稳定型钢结构网架,通过节点进行连接,其特征在于,包括:1. A stable steel structure grid, connected through nodes, characterized by including: 承重板,所述承重板的每单位面积上下两面相对的开设有由若干个正六边形槽,所述正六边形槽内开设有正六边形通孔;The load-bearing plate has a plurality of regular hexagonal grooves on the upper and lower sides facing each other per unit area, and regular hexagonal through holes are provided in the regular hexagonal grooves; 腹杆组件,所述腹杆组件由所述节点固定在所述承重板上表面;所述承重板用于对所述腹杆杆件进行加固和补强。The web rod assembly is fixed on the upper surface of the load-bearing plate by the node; the load-bearing plate is used to reinforce and reinforce the web rod members. 2.根据权利要求1所述的一种稳定型钢结构网架,其特征在于,所述承重板包括:2. A stable steel structure grid according to claim 1, characterized in that the load-bearing plate includes: 承重梁,围合在所述正六边形槽外侧;A load-bearing beam is enclosed outside the regular hexagonal slot; 补强板,设置在所述承重梁的两侧,围合所述正六边形通孔,用于对所述承重梁补强。Reinforcing plates are arranged on both sides of the load-bearing beam, enclosing the regular hexagonal through hole, and are used to reinforce the load-bearing beam. 3.根据权利要求2所述的一种稳定型钢结构网架,其特征在于,所述承重梁彼此相交形成有多个交点。3. A stable steel structure grid according to claim 2, characterized in that the load-bearing beams intersect with each other to form multiple intersection points. 4.根据权利要求3所述的一种稳定型钢结构网架,其特征在于,所述交点包括第一连接位、第二连接位。4. A stable steel structure grid according to claim 3, characterized in that the intersection point includes a first connection position and a second connection position. 5.根据权利要求4所述的一种稳定型钢结构网架,其特征在于,所述第一连接位、第二连接位彼此相邻。5. A stable steel structure grid according to claim 4, characterized in that the first connection position and the second connection position are adjacent to each other. 6.根据权利要求5所述的一种稳定型钢结构网架,其特征在于,所述腹杆组件包括:6. A stable steel structure grid according to claim 5, characterized in that the web rod assembly includes: 腹杆,所述腹杆通过所述节点固定在所述第一连接位上,所述腹杆还通过所述节点相连围合成正四面体。The web rod is fixed on the first connection position through the node, and the web rod is also connected through the node to form a regular tetrahedron. 7.根据权利要求6所述的一种稳定型钢结构网架,其特征在于,每一所述腹杆组件固定在所述正六边形通孔上方。7. A stable steel structure grid according to claim 6, characterized in that each of the web rod components is fixed above the regular hexagonal through hole. 8.根据权利要求7所述的一种稳定型钢结构网架,其特征在于,所述节点为焊接空心球节点。8. A stable steel structure grid according to claim 7, characterized in that the nodes are welded hollow ball nodes. 9.根据权利要求4-8任一项所述的一种稳定型钢结构网架,其特征在于,还包括一种偶数层网架结构,两个网架单元组成;9. A stable steel structure grid according to any one of claims 4 to 8, characterized in that it also includes an even-numbered grid structure composed of two grid units; 位于上层的所述网架单元的所述承重板的下底面的所述第二连接位与位于下层的所述网架单元的所述腹杆组件的顶部节点固定连接;位于上层的所述网架单元的所述腹杆组件的顶部节点与所述位于下层的所述网架单元的所述承重板的上顶面的所述第二连接位固定连接。The second connection position of the lower bottom surface of the load-bearing plate of the grid unit located on the upper layer is fixedly connected to the top node of the web rod assembly of the grid unit located on the lower layer; the grid located on the upper layer The top node of the web rod assembly of the frame unit is fixedly connected to the second connection position on the upper top surface of the load-bearing plate of the grid unit located on the lower floor. 10.一种非单层奇数层网架结构,应用于如权利要求1-9任一项所述的稳定型钢结构网架,其特征在于,还包括一种非单层奇数层网架结构,由单层网架单元固定在所述偶数层网架结构上;10. A non-single-layer odd-numbered-layer grid structure, applied to the stable steel structure grid according to any one of claims 1 to 9, characterized in that it also includes a non-single-layer odd-numbered grid structure, The single-layer grid unit is fixed on the even-numbered grid structure; 所述奇数层网架结构包括腹杆组件和节点,所述腹杆组件由节点固定在所述偶数层网架结构上表面的第一连接位上。The odd-numbered layer grid structure includes web rod components and nodes, and the web rod components are fixed at the first connection positions on the upper surface of the even-numbered layer grid structure by nodes.
CN202320639093.7U 2023-03-27 2023-03-27 Stable steel structure grid and non-single-layer odd-layer grid structure Withdrawn - After Issue CN220117436U (en)

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