CN111335724A - A connection structure for a frame-type frame body, a frame-type frame body and an installation method - Google Patents

A connection structure for a frame-type frame body, a frame-type frame body and an installation method Download PDF

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CN111335724A
CN111335724A CN202010293321.0A CN202010293321A CN111335724A CN 111335724 A CN111335724 A CN 111335724A CN 202010293321 A CN202010293321 A CN 202010293321A CN 111335724 A CN111335724 A CN 111335724A
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frame
annular support
joint
mounting groove
longitudinal
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CN111335724B (en
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彭苏敏
彭志龙
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Jiangxi Guangquan Steel Art Co ltd
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Jiangxi Guangquan Steel Art Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H13/00Monuments; Tombs; Burial vaults; Columbaria

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Abstract

本发明公开一种用于框架式架体的连接结构及框架式架体和安装方法,所述连接结构包括接头和环形支撑,所述接头包括接头本体,所述接头本体上设置有至少3个凸起,相邻所述凸起相互垂直,所述凸起完全插入所述环形支撑的内腔,所述凸起与所述环形支撑相连接,且相邻所述环形支撑的外壁相贴合,在采用接头连接环形支撑后,下部的环形支撑能够支撑上部的环形支撑,使得环形支撑承受重力而非接头承受重力,从而能够降低对接头强度的要求;将所述连接结构应用到框架式架体后,整个框架式架体只是依靠接头进行连接,但是承重并不会依靠接头,因此,能够改善影响框架式架体稳固性的根本因素,显著的提高框架式架体的承重性能和稳定性。

Figure 202010293321

The invention discloses a connection structure for a frame-type frame body, a frame-type frame body and an installation method. The connection structure includes a joint and an annular support, the joint includes a joint body, and the joint body is provided with at least three Protrusions, the adjacent protrusions are perpendicular to each other, the protrusions are completely inserted into the inner cavity of the annular support, the protrusions are connected with the annular support, and the outer walls of the adjacent annular supports are fitted , after using the joint to connect the annular support, the lower annular support can support the upper annular support, so that the annular support can bear the gravity instead of the joint, so that the requirements on the strength of the joint can be reduced; the connecting structure is applied to the frame frame After the body is assembled, the entire frame-type frame is only connected by the joint, but the load-bearing does not rely on the joint. Therefore, the fundamental factors affecting the stability of the frame-type frame can be improved, and the load-bearing performance and stability of the frame-type frame can be significantly improved. .

Figure 202010293321

Description

一种用于框架式架体的连接结构及框架式架体和安装方法A connection structure for a frame-type frame body, a frame-type frame body and an installation method

技术领域technical field

本发明涉及框架式结构领域,特别是涉及一种用于框架式架体的连接结构及框架式架体和安装方法。The invention relates to the field of frame-type structures, in particular to a connection structure for a frame-type rack body, a frame-type rack body and an installation method.

背景技术Background technique

骨灰盒存放架在现代殡葬行业应用最为广范,骨灰存放装置形状多样,规格种类繁多,结构各异。但是,现有的骨灰盒存放架基本上都是钣金或塑胶成形的架体,结构单一,共用性差,不同尺寸规格的格位需要开不同的模具,造成很多不必要的浪费,不符合国家大力提倡的环保节约理念。为了解决上述问题,专利文件CN 205153679 U公开了一种组装式存放装置,该装置采用了框架式结构,结构变化多样,各组成部件可以通用,达到了环保节约的目的,然而,其纵向和/或竖向的档条直接安装在接头上,依靠接头承受其传递的重力,这样一来,接头本身必须具备可靠的支撑能力,但连接件一般结构相对较为复杂不适宜用坚固的材料制作,如此,连接件成为限制组装式存放装置的存放能力和牢固性的瓶颈,如果需要提高存放装置的存放能力和牢固性必然需要提高连接件的牢固性,这也就成为了改进上述专利文件的通常做法。The urn storage rack is the most widely used in the modern funeral industry. The ashes storage devices have various shapes, specifications and structures. However, the existing urn storage racks are basically made of sheet metal or plastic, with a single structure and poor commonality. Different sizes of cells need to be opened with different molds, resulting in a lot of unnecessary waste, which does not meet the national standards. Vigorously advocate the concept of environmental protection and conservation. In order to solve the above-mentioned problems, the patent document CN 205153679 U discloses an assembled storage device, which adopts a frame-type structure, with various structural changes, and each component can be used in common, achieving the purpose of environmental protection and saving, however, its longitudinal and/or Or the vertical bar is directly installed on the joint, relying on the joint to bear the gravity transmitted by it. In this way, the joint itself must have a reliable support capacity, but the general structure of the connector is relatively complex and is not suitable to be made of strong materials. , the connector becomes a bottleneck that limits the storage capacity and firmness of the assembled storage device. If it is necessary to improve the storage capacity and firmness of the storage device, it is necessary to improve the firmness of the connector, which has become a common practice to improve the above-mentioned patent documents. .

本专利文件并没有采取上述最直接的改进方式,而是从架体结构的整体进行充分考虑,设计出了一种用于框架式架体的连接结构,降低了对连接件的强度的要求程度,并显著的提高了存放架结构的承重性能和稳定性。This patent document does not adopt the most direct improvement method mentioned above, but fully considers the overall structure of the frame body, and designs a connection structure for the frame type frame body, which reduces the degree of requirement for the strength of the connecting piece. , and significantly improve the load-bearing performance and stability of the storage rack structure.

发明内容SUMMARY OF THE INVENTION

本发明的目的是提供一种用于框架式架体的连接结构及框架式架体和安装方法,以解决上述现有技术存在的问题,使各方向的梁或柱来进行承重,降低了对于接头强度的要求,显著的提高了存放架结构的承重性能和稳定性。The purpose of the present invention is to provide a connection structure for a frame-type frame body, a frame-type frame body and an installation method, so as to solve the problems existing in the above-mentioned prior art, so that beams or columns in all directions can be load-bearing, reducing the need for The requirement of joint strength significantly improves the load-bearing performance and stability of the storage rack structure.

为实现上述目的,本发明提供了如下方案:本发明提供一种用于框架式架体的连接结构,包括接头和环形支撑,所述接头包括接头本体,所述接头本体上设置有至少3个凸起,相邻所述凸起相互垂直,所述凸起完全插入所述环形支撑的内腔,所述凸起与所述环形支撑相连接,且相邻所述环形支撑的外壁相贴合。In order to achieve the above object, the present invention provides the following solutions: the present invention provides a connection structure for a frame-type frame body, including a joint and an annular support, the joint includes a joint body, and the joint body is provided with at least three Protrusions, the adjacent protrusions are perpendicular to each other, the protrusions are completely inserted into the inner cavity of the annular support, the protrusions are connected with the annular support, and the outer walls of the adjacent annular supports are fitted .

优选地,所述凸起与所述环形支撑之间过盈配合。Preferably, there is an interference fit between the protrusion and the annular support.

优选地,所述环形支撑的内表面向内凸出设置有第一凸棱,所述第一凸棱的端面与所述凸起接触。Preferably, the inner surface of the annular support is provided with a first rib protruding inwardly, and the end face of the first rib is in contact with the protrusion.

优选地,所述接头本体上设置有翼板,所述翼板的侧面与所述环形支撑的侧面平行。Preferably, a wing plate is provided on the joint body, and the side surface of the wing plate is parallel to the side surface of the annular support.

优选地,所述环形支撑的端面与所述接头本体的表面接触;所述接头本体的高度小于或等于所述环形支撑的高度。Preferably, the end face of the annular support is in contact with the surface of the joint body; the height of the joint body is less than or equal to the height of the annular support.

本发明还提供一种框架式架体,所述环形支撑分别连接有横梁、纵梁和立柱,由4个所述横梁、4个所述纵梁、4个所述立柱以及8个所述接头组成框架单元,所述框架式架体至少包括一个所述框架单元。The present invention also provides a frame-type frame, wherein the annular support is connected with beams, longitudinal beams and uprights respectively, and consists of 4 of the transverse beams, 4 of the longitudinal beams, 4 of the uprights and 8 of the joints A frame unit is formed, and the frame-type frame body includes at least one of the frame units.

优选地,所述环形支撑分别与所述横梁、纵梁和立柱一体成型,所述横梁和纵梁能够搭接于所述立柱上,所述纵梁或所述横梁的宽度小于所述立柱的宽度。Preferably, the annular support is integrally formed with the beam, the longitudinal beam and the column, the beam and the longitudinal beam can be overlapped on the column, and the width of the longitudinal beam or the beam is smaller than the width of the column. width.

优选地,所述立柱在侧面上设置有竖向安装槽,所述横梁在侧面上设置有横向安装槽,所述纵梁在侧面上设置有纵向安装槽,所述竖向安装槽、横向安装槽和纵向安装槽用于安装隔板,所述竖向安装槽、横向安装槽和纵向安装槽为其所在外壁弯折形成几字形状形成或通过在其所在外壁上设置第二凸棱形成,所述凸起设置有躲避所述几字形状的凹槽。Preferably, a vertical installation groove is provided on the side of the column, a transverse installation groove is provided on the lateral beam, and a longitudinal installation groove is provided on the side of the longitudinal beam. The slot and the longitudinal installation slot are used to install the partition, and the vertical installation slot, the lateral installation slot and the longitudinal installation slot are formed by bending the outer wall where they are located to form a zigzag shape or by setting a second convex edge on the outer wall where they are located, The protrusion is provided with a groove that avoids the shape of a few words.

优选地,所述框架单元的正面设置有门扇。Preferably, the front side of the frame unit is provided with a door leaf.

本发明还提供一种框架式架体的安装方法,其特征在于,包括如下步骤:The present invention also provides a method for installing a frame-type frame, which is characterized in that it includes the following steps:

(1)将接头上的凸起插入到横梁和纵梁的内腔中,使得所述横梁和纵梁的端面与接头本体的表面接触;(1) Insert the protrusion on the joint into the inner cavity of the beam and the longitudinal beam, so that the end surfaces of the beam and the longitudinal beam are in contact with the surface of the joint body;

(2)将隔板安放到横向安装槽和纵向安装槽内,形成包括有横梁、纵梁、接头和隔板的底层结构;(2) Place the clapboard in the transverse installation groove and the longitudinal installation groove to form a bottom structure including beams, longitudinal beams, joints and clapboards;

(3)将立柱插入到所述凸起上,并使得所述立柱的端面与所述接头本体的表面接触;(3) inserting a column on the protrusion, and making the end face of the column contact the surface of the joint body;

(4)在竖向安装槽内安放隔板,所述隔板的下部插入到所述横向安装槽或所述竖向安装槽内;(4) A partition is placed in the vertical installation groove, and the lower part of the partition is inserted into the horizontal installation groove or the vertical installation groove;

(5)按照步骤(1)的方法安装上层的横梁、纵梁,按照步骤(2)的方法安装上层的隔板;(5) Install the beams and longitudinal beams of the upper layer according to the method of step (1), and install the clapboard of the upper layer according to the method of step (2);

(6)需要拓展所述框架式架体的结构时,重复上述步骤(1)-(5)。(6) Repeat the above steps (1)-(5) when the structure of the frame-type frame needs to be expanded.

本发明相对于现有技术取得了以下技术效果:The present invention has achieved the following technical effects with respect to the prior art:

1、本发明连接结构中相邻环形支撑的外壁相贴合,也就是说,在采用接头连接环形支撑后,下部的环形支撑能够支撑上部的环形支撑,如此一来可以使得环形支撑承受重力而非接头承受重力,从而能够降低对接头强度的要求,提高连接结构的稳定性。1. The outer walls of the adjacent annular supports in the connection structure of the present invention fit together, that is to say, after using the joint to connect the annular supports, the lower annular support can support the upper annular support, so that the annular support can be made to withstand the gravity. The non-joint is subjected to gravity, which can reduce the requirements on the strength of the joint and improve the stability of the connection structure.

2、本发明接头凸起与环形支撑之间采用过盈配合的方式,直接将凸起插入环形支撑的内腔中,不再需要其他的稳定方式,能够在保证安装结构稳定性的同时提高简便性。2. The method of interference fit is adopted between the joint protrusion and the annular support of the present invention, and the protrusion is directly inserted into the inner cavity of the annular support, no other stabilization methods are required, and the stability of the installation structure can be ensured while improving the convenience. sex.

3、本发明环形支撑的内表面向内凸出设置有第一凸棱,梁和柱的外壁弯折形成几字形状或者外壁上设置第二凸棱,也就是说,环形支撑、梁、柱采用的是薄壁弯折结构,从而能够显著的降低支撑部件的材料用量,同时,还能够依靠第一凸棱、第二凸棱和几字形状结构提高支撑部件的支撑强度。3. The inner surface of the annular support of the present invention protrudes inwardly and is provided with a first convex edge, and the outer walls of the beam and the column are bent to form a zigzag shape or a second convex edge is arranged on the outer wall, that is to say, the annular support, the beam, and the column are used. It is a thin-walled bending structure, so that the material consumption of the supporting part can be significantly reduced, and at the same time, the supporting strength of the supporting part can be improved by relying on the first rib, the second rib and the zigzag-shaped structure.

4、本发明横梁和纵梁能够搭接于立柱上,在此基础上,整个框架式架体只是依靠接头进行连接,但是承重并不会依靠接头,因此,能够改善影响框架式架体稳固性的根本因素,显著的提高框架式架体的承重性能和稳定性。4. The cross beam and the longitudinal beam of the present invention can be overlapped on the upright column. On this basis, the entire frame-type frame body is only connected by the joints, but the load-bearing does not rely on the joints. Therefore, the stability of the frame-type frame body can be improved. It is the fundamental factor that significantly improves the load-bearing performance and stability of the frame-type frame.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the accompanying drawings required in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some of the present invention. In the embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without creative labor.

图1为用于框架式架体的连接结构的爆炸图;1 is an exploded view of a connection structure for a frame-type frame;

图2为框架单元的爆炸图;Figure 2 is an exploded view of the frame unit;

图3为图2中的纵梁截面图;Fig. 3 is the longitudinal beam sectional view in Fig. 2;

图4为多个框架单元组成的框架式架体示意图;4 is a schematic diagram of a frame-type frame body composed of a plurality of frame units;

图5为中心立柱的结构示意图;Fig. 5 is the structural representation of the central column;

图6为中心接头的结构示意图;Fig. 6 is the structural representation of the center joint;

其中,1、接头;1.1、接头本体;1.2、凸起;1.3、翼板;2、环形支撑;2.1、纵梁;2.1.1、纵向安装槽;2.2、横梁;2.2.1、横向安装槽;2.3、立柱;2.3.1、竖向安装槽;3、第一凸棱;4、第二凸棱;5、隔板。Among them, 1, joint; 1.1, joint body; 1.2, protrusion; 1.3, wing plate; 2, annular support; 2.1, longitudinal beam; 2.1.1, longitudinal installation groove; 2.2, beam; 2.2.1, transverse installation groove ; 2.3, column; 2.3.1, vertical installation slot; 3, the first ridge; 4, the second ridge; 5, the partition.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

本发明的目的是提供一种用于框架式架体的连接结构及框架式架体和安装方法,以解决现有技术存在的问题,使各方向的梁或柱来进行承重,降低了对于接头强度的要求,显著的提高了存放架结构的承重性能和稳定性。The purpose of the present invention is to provide a connection structure for a frame-type frame body, a frame-type frame body and an installation method, so as to solve the problems existing in the prior art, make beams or columns in various directions carry out load-bearing, and reduce the need for joints. The strength requirements significantly improve the load-bearing performance and stability of the storage rack structure.

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be described in further detail below with reference to the accompanying drawings and specific embodiments.

如图1-2所示,本发明提供一种用于框架式架体的连接结构,包括接头1和环形支撑2,接头1包括接头本体1.1,接头本体1.1上设置有至少3个凸起1.2,需要注意的是,本实施例中接头本体1.1为长方体结构,但实际上,接头本体1.1可以为任意形状,例如球形、棱形、多面体形,只要能够保证相邻的凸起1.2相互垂直即可,与凸起1.2配合的结构为环形支撑2,环形支撑2与凸起1.2的数量一一对应,凸起1.2完全插入环形支撑2的内腔,凸起1.2与环形支撑2相连接,需要说明的是,凸起1.2插入到环形支撑2的内腔后,凸起1.2与环形支撑2之间还可以采用螺丝连接、铆接、焊接等方式进行连接,以使得凸起1.2能够牢固的与环形支撑2相连接,并且,在上述安装结束后,相邻环形支撑2的外壁相贴合,横向的环形支撑2与竖向的环形支撑2的外壁相贴合,横向的环形支撑2与横向的环形支撑2的外壁也相互贴合,也就是说,各环形支撑2之间可以相互传递力的作用,接头1只是起到连接的作用,其并不承受重力的作用,从而能够显著的降低对接头强度的要求。As shown in Figures 1-2, the present invention provides a connection structure for a frame-type frame, including a joint 1 and an annular support 2, the joint 1 includes a joint body 1.1, and the joint body 1.1 is provided with at least three protrusions 1.2 , it should be noted that in this embodiment, the joint body 1.1 is a cuboid structure, but in fact, the joint body 1.1 can be any shape, such as spherical, prismatic, polyhedral, as long as it can ensure that the adjacent protrusions 1.2 are perpendicular to each other. Yes, the structure that cooperates with the protrusion 1.2 is the annular support 2. The number of the annular support 2 corresponds to the number of the protrusions 1.2. The protrusion 1.2 is completely inserted into the inner cavity of the annular support 2. The protrusion 1.2 is connected with the annular support 2. It is explained that after the protrusion 1.2 is inserted into the inner cavity of the annular support 2, the protrusion 1.2 and the annular support 2 can also be connected by means of screw connection, riveting, welding, etc., so that the protrusion 1.2 can be firmly connected to the annular support 2. The supports 2 are connected, and, after the above-mentioned installation is completed, the outer walls of the adjacent annular supports 2 are attached, the lateral annular supports 2 are attached to the outer walls of the vertical annular supports 2, and the lateral annular supports 2 are attached to the lateral The outer walls of the annular supports 2 are also attached to each other, that is to say, each annular support 2 can transmit force to each other, and the joint 1 only plays the role of connection, it does not bear the effect of gravity, which can significantly reduce the friction. Joint strength requirements.

本实施例中凸起1.2与环形支撑2之间采用的连接方式简化为过盈配合的方式,直接将凸起1.2插入到环形支撑2的内腔中,不再需要其他的固定方式,该种连接方式能够在保证安装结构稳定性的同时提高简便性。In this embodiment, the connection method between the protrusion 1.2 and the annular support 2 is simplified as an interference fit, and the protrusion 1.2 is directly inserted into the inner cavity of the annular support 2, and no other fixing methods are required. The connection method can improve the simplicity while ensuring the stability of the installation structure.

如图1和图3所示,环形支撑2的内表面向内凸出设置有第一凸棱3,在将凸起1.2安装到环形支撑2的内腔后,第一凸棱3的侧面能够与凸起1.2接触,此时,第一凸棱3能够限定凸起1.2的位移,二者相互形成过盈配合的安装形式,从另一方面来说,第一凸棱3的设置,能够降低环形支撑2的壁厚,从而能够显著降低环形支撑2的材料用量,同时,竖向设置的环形支撑2的第一凸棱3还能够形成对其上部的横向设置的环形支撑2的有效支撑,提高了环形支撑2的支撑能力,实际上,第一凸棱3还相当于在环形支撑2上设置的加强肋板,能够提高环形支撑2的整体结构的稳定性。As shown in FIG. 1 and FIG. 3 , the inner surface of the annular support 2 is provided with a first convex rib 3 protruding inwardly. In contact with the protrusion 1.2, at this time, the first rib 3 can limit the displacement of the protrusion 1.2, and the two form an interference fit installation form with each other. On the other hand, the arrangement of the first rib 3 can reduce the The wall thickness of the annular support 2 can significantly reduce the material consumption of the annular support 2, and at the same time, the first convex rib 3 of the annular support 2 arranged vertically can also form an effective support for the annular support 2 arranged horizontally on its upper part, The supporting capacity of the annular support 2 is improved. In fact, the first rib 3 is also equivalent to a reinforcing rib provided on the annular support 2 , which can improve the stability of the overall structure of the annular support 2 .

如图1-2所示,接头本体1.1上设置有翼板1.3,翼板1.3的侧面与环形支撑2的侧面平行,请参考图2和图3,翼板1.3设置在面向人员操作的一面,此时,翼板1.3能够遮挡接头本体1.1与环形支撑2之间的缝隙,提高美观程度,另外,翼板1.3还能够形成扩大的接头本体1.1,在一定程度上也提高了接头1连接后的稳定性。As shown in Figure 1-2, the joint body 1.1 is provided with a wing plate 1.3. The side of the wing plate 1.3 is parallel to the side surface of the annular support 2. Please refer to Figure 2 and Figure 3. The wing plate 1.3 is set on the side facing the operator. At this time, the wing plate 1.3 can block the gap between the joint body 1.1 and the annular support 2 to improve the aesthetics. In addition, the wing plate 1.3 can also form an enlarged joint body 1.1, which also improves the joint body 1.1 to a certain extent. stability.

如图4所示,当环形支撑2与接头1安装到位后,凸起1.2能够完全插入到环形支撑2的内腔中,此时环形支撑2的端面也就与接头本体1.1的表面接触,也就是说,凸起1.2的宽度是小于接头本体1.1的宽度的,如此一来,接头1能够顺利安装到位,并形成对环形支撑2的限定作用,也就避免了环形支撑2在安装到接头1上后还能够顺着凸起1.2的方向滑动,从而提高了接头1和环形支撑2之间的连接稳定性。As shown in Figure 4, when the annular support 2 and the joint 1 are installed in place, the protrusion 1.2 can be completely inserted into the inner cavity of the annular support 2, and the end surface of the annular support 2 is also in contact with the surface of the joint body 1.1. That is to say, the width of the protrusion 1.2 is smaller than the width of the joint body 1.1. In this way, the joint 1 can be smoothly installed in place and form a limiting effect on the annular support 2, which also prevents the annular support 2 from being installed to the joint 1. It can also slide along the direction of the protrusion 1.2 after being up, thereby improving the connection stability between the joint 1 and the annular support 2.

如图2-4所示,接头本体1.1的高度小于或等于环形支撑2的高度,以保证接头1与环形支撑2安装后,能够保证环形支撑2之间的相互接触实现力的传递,需要说明的是,请参考图1,接头本体1.1上除了设置凸起1.2和翼板1.3之外,还可以设置其他的凸出结构,以达到提高接头1的强度、稳定性和美观性的目的。As shown in Figure 2-4, the height of the joint body 1.1 is less than or equal to the height of the annular support 2 to ensure that after the joint 1 and the annular support 2 are installed, the mutual contact between the annular supports 2 can be ensured to achieve force transmission. However, please refer to FIG. 1 , in addition to the protrusions 1.2 and the wings 1.3 on the joint body 1.1, other protruding structures can also be arranged to achieve the purpose of improving the strength, stability and aesthetics of the joint 1 .

本发明还提供一种框架式架体,如图2所示,环形支撑2分别连接有横梁2.2、纵梁2.1和立柱2.3,由4个横梁2.2、4个纵梁2.1、4个立柱2.3以及8个接头1组成框架单元,本实施例中的框架单元为长方体框架结构,需要说明的是,横梁2.2和纵梁2.1的位置可以互换,只是名称叫法的区别,结构上依照实际使用情况可以进行调整更换,也就是说,只是为了利于说明本实施例的具体结构,其不能成为对本发明结构的限定,请参考图2,该图为一个框架单元组成的框架式架体结构,其中,连接结构主要应用于该框架式架体结构的八个角的位置,请参考图4,该图为多个框架单元组成的框架式架体结构,当然,该图中的框架单元还可以向上部或两侧进行扩展而设置多个,一个或多个框架单元组成了本实施例的框架式架体,其中,连接结构不仅用在了八个角的位置,还用在了任意的横梁2.2、纵梁2.1和立柱2.3相互连接的位置,该连接结构的应用,避免了接头1直接承重,大大提高了框架式架体的承重性能和稳定性。The present invention also provides a frame-type frame. As shown in FIG. 2 , the annular support 2 is respectively connected with a beam 2.2, a longitudinal beam 2.1 and a column 2.3. Eight joints 1 form a frame unit. The frame unit in this embodiment is a cuboid frame structure. It should be noted that the positions of the beam 2.2 and the longitudinal beam 2.1 can be interchanged, but the name is different, and the structure is based on the actual use. It can be adjusted and replaced, that is to say, it is only to facilitate the description of the specific structure of this embodiment, and it cannot be a limitation to the structure of the present invention. Please refer to FIG. 2, which is a frame-type frame structure composed of a frame unit, wherein, The connection structure is mainly applied to the positions of the eight corners of the frame-type frame structure. Please refer to Figure 4, which is a frame-type frame structure composed of multiple frame units. Of course, the frame units in this figure can also be upwards. Or the two sides are expanded to set up multiple, one or more frame units constitute the frame type frame body of this embodiment, wherein, the connection structure is not only used in the eight corner positions, but also used in any beam 2.2, The position where the longitudinal beam 2.1 and the upright column 2.3 are connected to each other, the application of this connection structure avoids the direct load-bearing of the joint 1, and greatly improves the load-bearing performance and stability of the frame-type frame.

再次参考图2-4,环形支撑2分别与横梁2.2、纵梁2.1和立柱2.3一体成型,此时,横梁2.2和纵梁2.1能够搭接于立柱2.3上,也就是说,本实施例的承重部件为横梁2.2、纵梁2.1以及立柱2.3,所有的重力均避免了直接作用到接头1上,从而提高了框架式架体结构的承重性能和稳定性,进一步的,纵梁2.1的宽度小于立柱2.3的宽度或者横梁2.2的宽度小于立柱2.3的宽度,也就是说,纵梁2.1或者横梁2.2其中有一种小于立柱2.3的宽度,能够使得横梁2.2、纵梁2.1和接头本体1.1铺满整个立柱2.3表面,从而最大化的利用立柱2.3的表面,使其提供足够的支撑力,同时还避免了缺角的情况影响美观。Referring to Figure 2-4 again, the annular support 2 is integrally formed with the beam 2.2, the longitudinal beam 2.1 and the column 2.3. At this time, the beam 2.2 and the longitudinal beam 2.1 can be overlapped on the column 2.3, that is to say, the load-bearing of this embodiment is The components are the beam 2.2, the longitudinal beam 2.1 and the column 2.3. All the gravity avoids directly acting on the joint 1, thereby improving the load-bearing performance and stability of the frame structure. Further, the width of the longitudinal beam 2.1 is smaller than that of the column. The width of 2.3 or the width of the beam 2.2 is smaller than the width of the column 2.3, that is, the width of the longitudinal beam 2.1 or the beam 2.2 is smaller than that of the column 2.3, which can make the beam 2.2, the longitudinal beam 2.1 and the joint body 1.1 cover the entire column 2.3 surface, so as to maximize the use of the surface of the column 2.3, so that it can provide sufficient supporting force, and at the same time, it also avoids the situation of missing corners affecting the appearance.

如图1-2所示,立柱2.3在侧面上设置有竖向安装槽2.3.1,横梁2.2在侧面上设置有横向安装槽2.2.1,纵梁2.1在侧面上设置有纵向安装槽2.1.1,竖向安装槽2.3.1、横向安装槽2.2.1和纵向安装槽2.1.1用于安装隔板5,竖向的隔板5用于分隔,横向的隔板5主要用于承重,各竖向安装槽2.3.1、横向安装槽2.2.1和纵向安装槽2.1.1可以采用分别在立柱2.3、横梁2.2和纵梁2.1上采用去屑加工的方式制成,此时需要立柱2.3、横梁2.2和纵梁2.1的壁厚达到一定的厚度,为了降低材料用量,本实施例优选采用薄壁弯折成型的方式,请参考图1-2,竖向安装槽2.3.1、横向安装槽2.2.1和纵向安装槽2.1.1为其所在外壁弯折形成几字形状形成,或者通过在其所在外壁上设置第二凸棱4形成(请参考图3),在制成图3所示的结构样式即设置第二凸棱4后,根据承重的需要,可以在不改变纵梁2.1主体大小的前提下将第二凸棱4位置处的纵向安装槽2.1.1的槽宽高度设置的更高,使其能够容纳更厚的横向的隔板5,从而能够提高隔板5的承重能力;上述方式均会降低材料的用量,还能在采用薄壁件的基础上保证立柱2.3、横梁2.2和纵梁2.1的支撑能力以及抗弯折变形的能力,为了适应结构的改变,凸起1.2设置有凹槽,该凹槽用于躲避上述所形成的几字结构,使得凸起1.2能够顺利插入到立柱2.3、横梁2.2和纵梁2.1的内腔中。As shown in Figure 1-2, the column 2.3 is provided with a vertical installation groove 2.3.1 on the side, the beam 2.2 is provided with a lateral installation groove 2.2.1 on the side, and the longitudinal beam 2.1 is provided with a longitudinal installation groove 2.1 on the side. 1. The vertical installation slot 2.3.1, the horizontal installation slot 2.2.1 and the vertical installation slot 2.1.1 are used to install the partition 5, the vertical partition 5 is used for separation, and the horizontal partition 5 is mainly used for bearing, Each vertical installation groove 2.3.1, horizontal installation groove 2.2.1 and vertical installation groove 2.1.1 can be made by chip removal processing on the column 2.3, the beam 2.2 and the longitudinal beam 2.1 respectively. At this time, the column 2.3 is required. , the wall thickness of the beam 2.2 and the longitudinal beam 2.1 reaches a certain thickness. In order to reduce the amount of material, this embodiment preferably adopts the method of thin-wall bending. Please refer to Figure 1-2, vertical installation slot 2.3.1, horizontal installation The groove 2.2.1 and the longitudinal installation groove 2.1.1 are formed by bending the outer wall to form a zigzag shape, or by setting the second rib 4 on the outer wall where it is located (please refer to Figure 3). The structural style shown is that after the second rib 4 is installed, according to the load-bearing needs, the groove width and height of the longitudinal installation groove 2.1.1 at the position of the second rib 4 can be set without changing the size of the main body of the longitudinal beam 2.1. higher, so that it can accommodate thicker transverse partitions 5, so as to improve the load-bearing capacity of the partitions 5; the above methods will reduce the amount of material, and can also ensure the use of thin-walled parts. In order to adapt to the change of the structure, the support capacity of the beam 2.2 and the longitudinal beam 2.1 and the ability to resist bending deformation, the protrusion 1.2 is provided with a groove, which is used to avoid the above-mentioned formed several-character structure, so that the protrusion 1.2 can be Smoothly inserted into the inner cavity of column 2.3, beam 2.2 and longitudinal beam 2.1.

请再次参考图3,图3示出了纵梁2.1的截面图,实际上其也可以称为横梁2.2的截面图,为利于清楚说明,此处称为纵梁2.1的截面图,第一凸棱3的凸出高度依照凸起1.2的宽度进行设定,以能够将凸起1.2过盈配合限定在纵梁2.1内腔为准,此时,凸起1.2侧面会设置开槽,而开槽的两个端面会与第一凸棱3接触,从而形成各个方向的点接触的形式,也就是说,由凸起1.2与纵梁2.1内壁表面的面接触改进成点接触,点接触能够避免内壁表面不平整造成的安装凸起1.2后位置不稳定的情况出现,还能降低材料用量,同时也相当于设置了加强肋,保证了在壁厚减少的情况下的牢固性,重要的是,本发明之所以能够设计成点接触的形式,也是基于改变了接头1的受力情况的,也就是说,由于接头1不在承受主要的力的作用,主要承受力的部位在各横梁2.2、纵梁2.1和立柱2.3上,因此,接头可以改进成点接触;需要说明的是,上述只是本发明的优选实施例,本发明的壁厚也可以做成厚度相对较厚的情况,此时便不会设置第一凸棱3;当将上述纵梁2.1应用于横梁2.2并且放置在正面的时候,两个第二凸棱4之间形成的凹槽可以用来安装铰链,该铰链用于安装门扇,另外,请参考图2,图示中立柱2.3左侧的凹槽也是可以用来安装铰链的,该铰链用于安装侧开门。Please refer to FIG. 3 again. FIG. 3 shows a cross-sectional view of the longitudinal beam 2.1. In fact, it can also be called a cross-sectional view of the cross beam 2.2. The protruding height of the edge 3 is set according to the width of the protrusion 1.2, so that the interference fit of the protrusion 1.2 can be limited to the inner cavity of the longitudinal beam 2.1. The two end faces will be in contact with the first convex rib 3, thus forming the form of point contact in all directions, that is to say, the surface contact between the protrusion 1.2 and the inner wall surface of the longitudinal beam 2.1 is improved to a point contact, and the point contact can avoid the inner wall. The unevenness of the surface caused by the installation of the bulge 1.2 after the position is unstable, it can also reduce the amount of material, and it is also equivalent to setting up a reinforcing rib to ensure the firmness in the case of a reduced wall thickness. It is important that this The reason why the invention can be designed in the form of point contact is also based on changing the force of the joint 1, that is to say, since the joint 1 is not under the action of the main force, the main force-bearing parts are in each beam 2.2, longitudinal beam 2.1 and column 2.3, therefore, the joint can be improved into point contact; it should be noted that the above is only the preferred embodiment of the present invention, and the wall thickness of the present invention can also be made into a relatively thick case, which will not Set the first ridge 3; when the above-mentioned longitudinal beam 2.1 is applied to the cross beam 2.2 and placed on the front, the groove formed between the two second ridges 4 can be used to install the hinge, which is used to install the door leaf, In addition, please refer to Figure 2, the groove on the left side of the center column 2.3 in the figure can also be used to install a hinge, which is used to install a side door.

如图4所示,在将框架式架体安装隔板5后,每个框架单元都形成一个能够容纳物品的存放仓,该存放仓可以用来存放骨灰盒等物品,在每个框架单元即存放仓的正面还可以设置有门扇,存放物品后可以将门扇关闭,当然门扇还可以设置门锁等结构。As shown in FIG. 4 , after the frame-type frame body is installed with the partition 5, each frame unit forms a storage bin capable of accommodating items, and the storage bin can be used to store items such as urns. The front of the storage bin can also be provided with a door leaf, which can be closed after storing items. Of course, the door leaf can also be provided with a door lock and other structures.

如图5所示,设置在图3框架式架体中心的立柱2.3,该立柱2.3在四个侧面均设置有几字形结构,如图5所示,为图3中设置在框架式架体中心的接头1结构,该接头1在6个面上均设置有凸起1.2,由图6可以看出,接头1下部的凸起1.2并没有设置凹槽,也就是说,框架式架体中心接头1下部的凸起1.2插入到立柱2.3的内腔后,依靠几字形结构的端面与凸起1.2接触(当然也可以在几字形结构的端面上设置第一凸棱3)形成限位结构,因此,前文所述的凸起1.2的凹槽躲避几字形结构并不是在所有位置的连接结构中均适用,如图1、2、6所示,凸起1.2除非必要不一定会设置开口的凹槽,如此一来,在降低接头1本身承重需求的前提下,凸起1.2可以设计的更小,此时,不用躲避横梁2.2、纵梁2.1和立柱2.3内壁上设置的第一凸棱3等结构,因此,可以把凸起1.2设置成周圈封闭的形式,即便体积缩小了仍旧能够保证其具备一定的连接强度,并且凸起1.2的侧面与第一凸棱3的端部过盈配合安装达到最佳的安装强度。As shown in Figure 5, the upright column 2.3 is arranged in the center of the frame type frame body in Figure 3, and the column 2.3 is provided with a zigzag structure on four sides, as shown in Figure 5, which is arranged in the center of the frame type frame body in Figure 3 According to the structure of the joint 1, the joint 1 is provided with protrusions 1.2 on 6 faces. It can be seen from Figure 6 that the protrusion 1.2 at the lower part of the joint 1 is not provided with grooves, that is to say, the center joint of the frame type frame 1. After the lower protrusion 1.2 is inserted into the inner cavity of the column 2.3, the end face of the zigzag structure is in contact with the protrusion 1.2 (of course, the end face of the zigzag structure can also be provided with a first ridge 3) to form a limiting structure, so , the above-mentioned convex 1.2 groove avoidance zigzag structure is not applicable to the connection structure in all positions. As shown in Figures 1, 2, and 6, the convex 1.2 may not necessarily be provided with an open groove unless necessary. In this way, on the premise of reducing the load-bearing requirements of the joint 1 itself, the protrusion 1.2 can be designed to be smaller. At this time, there is no need to avoid the structures such as the first rib 3 set on the inner wall of the beam 2.2, the longitudinal beam 2.1 and the column 2.3. , therefore, the protrusion 1.2 can be set in the form of a closed circumference, even if the volume is reduced, it can still ensure that it has a certain connection strength, and the side of the protrusion 1.2 and the end of the first rib 3 are installed with interference fit. Optimum installation strength.

本发明还公开一种框架式架体的安装方法,包括如下步骤:The invention also discloses a method for installing a frame-type frame, comprising the following steps:

(1)将接头上的凸起插入到横梁和纵梁的内腔中,由于凸起与横梁和纵梁的配合关系为过盈配合方式,此时,需要敲打接头或者横梁、纵梁以便于能够顺利安装,并且,为了安装稳定和牢固,需要使得横梁和纵梁的端面与接头本体的表面接触;(1) Insert the protrusion on the joint into the inner cavity of the beam and the longitudinal beam. Since the matching relationship between the protrusion and the beam and the longitudinal beam is an interference fit, at this time, it is necessary to tap the joint or the beam and the longitudinal beam to facilitate the It can be installed smoothly, and in order to install stably and firmly, it is necessary to make the end faces of the beams and the longitudinal beams contact the surface of the joint body;

(2)将隔板安放到横向安装槽和纵向安装槽内,需要注意的是,本发明并没有限定隔板与横向安装槽、纵向安装槽之间的配合关系,也就是说,其可以采用间隙配合的方式,也可以采用过渡或者过盈的配合方式,如果隔板的材质选择的是比较坚硬的并且会提供较大的承重力的材料(比如钢板、铝板或者铝合金板等),可以采用过盈配合的方式,将其敲打插入到横向安装槽或竖向安装槽内,此时,能够保证较高的稳定性,如果是相对不坚固的材料(比如塑料等),可以采用间隙配合的方式,以降低其安装过程中对于隔板的损伤,经过上述安装过程后形成包括有横梁、纵梁、接头和隔板的底层结构;(2) Place the partition plate in the horizontal installation groove and the vertical installation groove. It should be noted that the present invention does not limit the matching relationship between the partition plate and the horizontal installation groove and the vertical installation groove. That is to say, it can use For clearance fit, transition or interference fit can also be used. If the material of the partition is relatively hard and will provide a larger bearing capacity (such as steel plate, aluminum plate or aluminum alloy plate, etc.), it can be By means of interference fit, it is knocked and inserted into the horizontal installation slot or the vertical installation slot. At this time, high stability can be guaranteed. If it is a relatively weak material (such as plastic, etc.), a clearance fit can be used. In order to reduce the damage to the clapboard during the installation process, a bottom structure including beams, longitudinal beams, joints and clapboards is formed after the above-mentioned installation process;

(3)将立柱插入到凸起上,同样,需要敲打接头或者立柱,并使得立柱的端面与接头本体的表面接触以提高稳定性和牢固性;(3) Insert the column into the protrusion, and similarly, it is necessary to tap the joint or the column, and make the end face of the column contact the surface of the joint body to improve stability and firmness;

(4)在竖向安装槽内安放隔板,隔板由上向下插入到两个立柱相对的竖向安装槽内,隔板的下部插入到横向安装槽或竖向安装槽内,同样的,隔板与竖向安装槽的配合方式可以为间隙配合、过渡配合或者过盈配合;(4) Place the baffle in the vertical installation slot, insert the baffle into the vertical installation slot opposite to the two columns from top to bottom, and insert the lower part of the baffle into the horizontal installation slot or the vertical installation slot, the same , the matching mode of the partition plate and the vertical installation groove can be clearance fit, transition fit or interference fit;

(5)按照步骤(1)的方法安装上层的横梁、纵梁,按照步骤(2)的方法安装上层的隔板;(5) Install the beams and longitudinal beams of the upper layer according to the method of step (1), and install the clapboard of the upper layer according to the method of step (2);

(6)需要拓展框架式架体的结构时,重复上述步骤(1)-(5),如图4所示,形成多个框架单元的框架式架体结构。(6) When the structure of the frame-type frame needs to be expanded, the above steps (1)-(5) are repeated, as shown in FIG. 4 , to form a frame-type frame structure of multiple frame units.

本发明中应用了具体个例对本发明的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本发明的方法及其核心思想;同时,对于本领域的一般技术人员,依据本发明的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本发明的限制。In the present invention, specific examples are used to illustrate the principles and implementations of the present invention, and the descriptions of the above embodiments are only used to help understand the method and the core idea of the present invention; There will be changes in the specific implementation manner and application scope of the idea of the invention. In conclusion, the contents of this specification should not be construed as limiting the present invention.

Claims (10)

1. The utility model provides a connection structure for frame-type support body which characterized in that: including connecting and annular support, connect including connecting the body, it is provided with 3 at least archs, adjacent to connect on the body protruding mutually perpendicular, protruding complete insertion the inner chamber of annular support, protruding with the annular support is connected, and adjacent the outer wall of annular support laminates mutually.
2. A connection structure for a frame body according to claim 1, wherein: the bulge is in interference fit with the annular support.
3. A connection structure for a frame body according to claim 2, wherein: the inner surface of the annular support is provided with a first convex edge in an inward protruding mode, and the end face of the first convex edge is in contact with the protrusion.
4. A connection structure for a frame body according to any one of claims 1-3, wherein: the joint body is provided with a wing plate, and the side surface of the wing plate is parallel to the side surface of the annular support.
5. A connection structure for a frame body according to claim 4, wherein: the end surface of the annular support is in contact with the surface of the joint body; the height of the joint body is smaller than or equal to that of the annular support.
6. A frame body to which the coupling structure of any one of claims 1 to 5 is applied, wherein: the annular supports are respectively connected with a beam, a longitudinal beam and an upright column, the number of the beams is 4, the number of the longitudinal beams is 4, the number of the upright columns is 4, the number of the joints is 8, frame units are formed, and the frame type frame body at least comprises one frame unit.
7. A frame rack according to claim 6, wherein: the annular supports are integrally formed with the cross beam, the longitudinal beam and the upright column respectively, the cross beam and the longitudinal beam can be lapped on the upright column, and the width of the longitudinal beam or the cross beam is smaller than that of the upright column.
8. A frame rack according to claim 6, wherein: the stand is provided with vertical mounting groove on the side, the crossbeam is provided with horizontal mounting groove on the side, the longeron is provided with vertical mounting groove on the side, vertical mounting groove, horizontal mounting groove and vertical mounting groove are used for installing the baffle, vertical mounting groove, horizontal mounting groove and vertical mounting groove are formed for its place outer wall bending type becomes nearly word shape or through setting up the second bead on its place outer wall and form, the arch is provided with and avoids nearly word shape's recess.
9. A frame rack according to claim 6, wherein: and a door leaf is arranged on the front surface of the frame unit.
10. A method for installing a frame-type frame body is characterized by comprising the following steps:
(1) inserting the protrusions on the joint into the inner cavities of the cross beam and the longitudinal beam so that the end surfaces of the cross beam and the longitudinal beam are in contact with the surface of the joint body;
(2) placing the partition boards into the transverse installation grooves and the longitudinal installation grooves to form a bottom layer structure comprising cross beams, longitudinal beams, joints and the partition boards;
(3) inserting a post onto the projection and bringing an end face of the post into contact with a surface of the fitting body;
(4) a partition plate is arranged in the vertical mounting groove, and the lower part of the partition plate is inserted into the horizontal mounting groove or the vertical mounting groove;
(5) installing the cross beam and the longitudinal beam on the upper layer according to the method in the step (1), and installing the partition board on the upper layer according to the method in the step (2);
(6) and (5) repeating the steps (1) - (5) when the structure of the frame type frame body needs to be expanded.
CN202010293321.0A 2020-04-15 A connection structure for frame-type frame, frame-type frame and installation method Active CN111335724B (en)

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CN201542057U (en) * 2009-11-17 2010-08-11 费嘉琳 Plug-in movable storage rack
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CN103510743A (en) * 2013-07-31 2014-01-15 彭志龙 Metal storage rack used for placing bone ash box and combination method of same
CN105257075A (en) * 2015-10-25 2016-01-20 江西广泉钢艺有限公司 Intelligent combined storage rack
CN105805123A (en) * 2016-04-25 2016-07-27 中车青岛四方车辆研究所有限公司 Module frame structure connected through conical nuts
CN206636894U (en) * 2017-04-01 2017-11-14 尹艳平 A kind of connector of no-welding
CN110494616A (en) * 2017-01-10 2019-11-22 史蒂芬·尼古拉斯 Rattan teapoy building system and bracket
CN211899974U (en) * 2020-04-15 2020-11-10 江西广泉钢艺集团有限公司 A connection structure for frame-type support body and frame-type support body thereof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201542057U (en) * 2009-11-17 2010-08-11 费嘉琳 Plug-in movable storage rack
CN202039641U (en) * 2011-01-21 2011-11-16 江西广泉钢艺有限公司 Novel bone ash storage rack
CN103510743A (en) * 2013-07-31 2014-01-15 彭志龙 Metal storage rack used for placing bone ash box and combination method of same
CN105257075A (en) * 2015-10-25 2016-01-20 江西广泉钢艺有限公司 Intelligent combined storage rack
CN105805123A (en) * 2016-04-25 2016-07-27 中车青岛四方车辆研究所有限公司 Module frame structure connected through conical nuts
CN110494616A (en) * 2017-01-10 2019-11-22 史蒂芬·尼古拉斯 Rattan teapoy building system and bracket
CN206636894U (en) * 2017-04-01 2017-11-14 尹艳平 A kind of connector of no-welding
CN211899974U (en) * 2020-04-15 2020-11-10 江西广泉钢艺集团有限公司 A connection structure for frame-type support body and frame-type support body thereof

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