CN211597058U - Connecting structure for reinforcing steel pipe joints by utilizing channel steel - Google Patents
Connecting structure for reinforcing steel pipe joints by utilizing channel steel Download PDFInfo
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- CN211597058U CN211597058U CN201922155132.2U CN201922155132U CN211597058U CN 211597058 U CN211597058 U CN 211597058U CN 201922155132 U CN201922155132 U CN 201922155132U CN 211597058 U CN211597058 U CN 211597058U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 80
- 239000010959 steel Substances 0.000 title claims abstract description 80
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims 6
- 238000003466 welding Methods 0.000 claims abstract description 6
- 238000004458 analytical method Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000003068 static effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及建筑钢结构、建筑工程领域,具体是一种利用槽钢加强钢管节点的连接结构。The utility model relates to the fields of building steel structures and building engineering, in particular to a connection structure using channel steel to strengthen steel pipe nodes.
背景技术Background technique
由钢管构成的构件具有优良的抗拉、抗压、抗弯和抗扭性能,结构重量较轻以及较能节约钢材的优点,近年来钢管结构广泛应用在平面或空间桁架、网架、网壳、框的结构形式中。而对于空心、薄壁的钢管,其径向刚度远小于轴向刚度,节点处的径向承载能力远小于轴向承载能力。构件的破坏形式多表现为节点的屈曲或是主管和支管连接处的焊缝开裂,导致整体结构失效。所以为保证钢结构“强节点弱杆件”的基本准则,应研发施工方便、构造合理并提高节点延性的新型钢管连接结构。The components composed of steel pipes have excellent tensile, compressive, flexural and torsional properties, and the structure is lighter in weight and can save steel. , box structure. For hollow, thin-walled steel pipes, the radial stiffness is much smaller than the axial stiffness, and the radial bearing capacity at the nodes is much smaller than the axial bearing capacity. The failure mode of the components is mostly manifested as the buckling of the nodes or the cracking of the welds at the connection between the main pipe and the branch pipe, resulting in the failure of the overall structure. Therefore, in order to ensure the basic principle of "strong joints and weak members" in steel structures, a new type of steel pipe connection structure with convenient construction, reasonable structure and improved joint ductility should be developed.
为此本领域技术人员提出了一种利用槽钢加强钢管节点的连接结构,以解决上述背景中提出的问题。For this reason, those skilled in the art propose a connection structure using channel steel to strengthen steel pipe joints, so as to solve the problems raised in the above background.
实用新型内容Utility model content
本实用新型的目的在于提供一种利用槽钢加强钢管节点的连接结构,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide a connection structure using channel steel to strengthen steel pipe joints, so as to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本实用新型提供如下技术方案:To achieve the above object, the utility model provides the following technical solutions:
一种利用槽钢加强钢管节点的连接结构,包括槽钢,所述槽钢沿圆形主钢管轴线方向固定在其顶部,支管固定于槽钢上。The utility model relates to a connection structure for strengthening steel pipe joints by using channel steel, which includes channel steel, the channel steel is fixed on the top of the circular main steel pipe along the axis direction, and branch pipes are fixed on the channel steel.
作为本实用新型进一步的方案:所述槽钢与圆形主钢管、支管均采用焊接方式连接。As a further solution of the present invention, the channel steel, the circular main steel pipe and the branch pipes are all connected by welding.
作为本实用新型再进一步的方案:所述支管垂直焊接在槽钢顶面中间位置。As a further solution of the present invention, the branch pipe is vertically welded at the middle position of the top surface of the channel steel.
作为本实用新型再进一步的方案:还包括焊接于槽钢两端的端板,所述端板与圆形主钢管焊接连接,端板与圆形主钢管连接位置为与圆形主钢管吻合的弧形。As a further scheme of the present invention: it also includes end plates welded on both ends of the channel steel, the end plates are welded and connected with the circular main steel pipe, and the connection position of the end plate and the circular main steel pipe is an arc that matches the circular main steel pipe. shape.
作为本实用新型再进一步的方案:所述支管的截面形状为矩形、圆形或工字形。As a further solution of the present invention, the cross-sectional shape of the branch pipe is a rectangle, a circle or an I-shape.
作为本实用新型再进一步的方案:所述槽钢宽度不大于圆形主钢管的直径。As a further solution of the present invention, the width of the channel steel is not greater than the diameter of the circular main steel pipe.
与现有技术相比,本实用新型的有益效果是:本实用新型的圆形钢管与支管的新型焊接连接结构,设计合理,便于分析和研究,能够提高节点静力强度,避免主管支管直接焊接产生复杂的焊缝相贯线,该结构体系可实现标准化生产,便于广泛应于实际工程。Compared with the prior art, the beneficial effects of the present utility model are: the novel welded connection structure of the circular steel pipe and the branch pipe of the present utility model has a reasonable design, is convenient for analysis and research, can improve the static strength of the node, and avoids direct welding of the main pipe branch pipe. The complex welding line intersecting line is produced, and the structural system can realize standardized production, which is convenient for wide application in practical engineering.
附图说明Description of drawings
图1为一种利用槽钢加强钢管节点的连接结构的结构示意图;Fig. 1 is a kind of structural representation that utilizes channel steel to strengthen the connection structure of the steel pipe node;
图2为一种利用槽钢加强钢管节点的连接结构的立体结构示意图;Fig. 2 is a kind of three-dimensional schematic diagram of the connection structure of utilizing channel steel to strengthen the steel pipe joint;
图3为一种利用槽钢加强钢管节点的连接结构的爆炸结构示意图;Fig. 3 is a kind of explosion structure schematic diagram of utilizing channel steel to strengthen the connection structure of steel pipe node;
图中:1-圆形主钢管、2-端板、3-槽钢、4-支管。In the picture: 1-round main steel pipe, 2-end plate, 3-channel steel, 4-branch pipe.
具体实施方式Detailed ways
下面结合具体实施方式对本专利的技术方案作进一步详细地说明。The technical solution of the present patent will be described in further detail below in conjunction with specific embodiments.
实施例一:请参阅图1-3,一种利用槽钢加强钢管节点的连接结构,包括槽钢3,所述槽钢3沿圆形主钢管1轴线方向焊接固定在其顶部,支管4焊接固定于槽钢3上,相对于支管4直接焊接在圆形主钢管1上有效提高了装置的连接强度。Embodiment 1: Please refer to Figures 1-3, a connection structure using channel steel to strengthen steel pipe nodes, including
所述支管4垂直焊接在槽钢3顶面中间位置。The
所述支管4的截面形状为矩形、圆形或工字形。The cross-sectional shape of the
所述槽钢3宽度不大于圆形主钢管1的直径,直径小于圆形主钢管1才能通过图示连接方式连接。The width of the
所述支管5的与槽钢的连接形式可以有T形、X形或Y形等多种形式。The connection form of the branch pipe 5 and the channel steel can have various forms such as T-shape, X-shape or Y-shape.
实施例二:本实施例作为上一实施例进一步的改进:本申请还可设置焊接于槽钢3两端的端板2,所述端板2与圆形主钢管1焊接连接,端板2与圆形主钢管1连接位置为与圆形主钢管1吻合的弧形,在该实施方式下装置的结构强度进一步提高。Embodiment 2: This embodiment is a further improvement of the previous embodiment: this application can also be provided with
对于本领域技术人员而言,显然本实用新型不限于上述示范性实施例的细节,而且在不背离本实用新型的精神或基本特征的情况下,能够以其他的具体形式实现本实用新型。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本实用新型的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, and that the present invention may be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, the embodiments are to be considered in all respects as exemplary and not restrictive, and the scope of the present invention is defined by the appended claims rather than the foregoing description, and it is therefore intended that the All changes within the meaning and range of the required equivalents are embraced within the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.
此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described in terms of embodiments, not each embodiment only includes an independent technical solution, and this description in the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.
Claims (6)
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Granted publication date: 20200929 Termination date: 20211204 |
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