CN115977260A - L-shaped lug plate type anchoring connection device for stay cable structure and use method thereof - Google Patents

L-shaped lug plate type anchoring connection device for stay cable structure and use method thereof Download PDF

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CN115977260A
CN115977260A CN202211350027.4A CN202211350027A CN115977260A CN 115977260 A CN115977260 A CN 115977260A CN 202211350027 A CN202211350027 A CN 202211350027A CN 115977260 A CN115977260 A CN 115977260A
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cable
node
connection device
column
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谌亚美
尹洪冰
隋炳强
冯锋
杨勇
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MCC Shanghai Steel Structure Technology Co Ltd
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Abstract

本发明是一种用于斜拉索结构的L形耳板式锚固连接装置;包括刚性结构和缆索,其中,刚性结构包含节点板、“L”形加劲板、过渡柱、梁、柱变截面段和框架梁;其中,节点板为拉索的耳板与刚性连接的腹板构成,在其板面上开设销轴孔、工装孔;“L”形加劲板为条钢构成,其用于加强三块节点板之间的连接强度,并降低节点域重量;过渡梁用于避免连接板与框架梁间出现应力集中;梁、柱变截面段用于当主结构与节点域尺寸不一致所增设的结构受力构件。本发明所提出的连接装置,节点主体结构在工厂进行装配焊接,并进行镗孔保证三板销轴孔的同心度。这样既保证了节点主体结构焊接质量,提高效率,又不影响结构受力,现场节点安装速度也会大大提高。

Figure 202211350027

The present invention is an L-shaped lug-plate anchoring connection device for cable-stayed structures; it includes a rigid structure and cables, wherein the rigid structure includes a node plate, an "L"-shaped stiffening plate, a transition column, a beam, and a variable-section section of a column and frame beams; among them, the gusset plate is composed of the lug plate of the cable and the web plate rigidly connected, and pin holes and tooling holes are set on the plate surface; the "L" shaped stiffener is composed of strip steel, which is used to The connection strength between the three gusset plates and reduce the weight of the node field; the transition beam is used to avoid stress concentration between the connection plate and the frame beam; the variable section of beam and column is used for the added structure when the size of the main structure and the node field are inconsistent Stress member. In the connection device proposed by the present invention, the main structure of the node is assembled and welded in the factory, and bored to ensure the concentricity of the pin shaft holes of the three plates. This not only ensures the welding quality of the main structure of the node, improves efficiency, but does not affect the force of the structure, and the installation speed of the node on site will also be greatly improved.

Figure 202211350027

Description

用于斜拉索结构的L形耳板式锚固连接装置及其使用方式L-shaped lug-type anchoring connection device for cable-stayed structure and its application method

技术领域technical field

本发明涉及钢结构建筑的节点施工技术领域,具体是一种用于斜拉索结构的L形耳板式锚固连接装置及其使用方式。The invention relates to the technical field of node construction of steel structure buildings, in particular to an L-shaped lug-plate anchor connection device for cable-stayed structures and its usage.

背景技术Background technique

大跨度空间结构是目前发展最快的结构类型之一,其结构形式主要包括网架结构、网壳结构、索膜结构和薄壳结构等。其中索膜结构通常利用柔性钢索使膜产生一定的预应力,从而形成具有一定刚度能够覆盖大空间的结构体系。对于索膜结构的连接节点,斜拉索与刚性结构之间的锚固连接是较为关键的问题之一,梁索锚固结构的传力是较为复杂的区域,如果设计不当该区域易出现应力集中现象,在长期的静荷载和动荷载的作用下,可能会出现疲劳破坏。Large-span space structure is one of the fastest-growing structure types at present, and its structural forms mainly include grid structure, reticulated shell structure, cable-membrane structure and thin shell structure. Among them, the cable-membrane structure usually uses flexible steel cables to generate a certain prestress in the membrane, thereby forming a structural system with a certain rigidity that can cover a large space. For the connection nodes of the cable-membrane structure, the anchor connection between the stay cable and the rigid structure is one of the key issues. The force transmission of the beam-cable anchorage structure is a relatively complicated area. If the design is not proper, the area is prone to stress concentration. , under the action of long-term static load and dynamic load, fatigue damage may occur.

发明内容Contents of the invention

本发明的目的在于提供一种应用于斜拉索结构的L形耳板式锚固连接装置,此种耳板式锚固连接节点便于预制,且安装方便、拉索传力符合受力要求。The object of the present invention is to provide an L-shaped lug-type anchor connection device applied to stay cable structures. This lug-type anchor connection node is easy to prefabricate, easy to install, and the force transmission of the cable meets the force requirements.

为了达到上述目的,本发明是这样实现的:In order to achieve the above object, the present invention is achieved in that:

用于斜拉索结构的L形耳板式锚固连接装置,包括刚性结构和缆索,其中,刚性结构包含节点板、“L”形加劲板、过渡柱、梁、柱变截面段和框架梁;其中,节点板为拉索的耳板与刚性连接的腹板构成,在其板面上开设销轴孔、工装孔;“L”形加劲板为条钢构成,其用于加强三块节点板之间的连接强度,并降低节点域重量;过渡梁用于避免连接板与框架梁间出现应力集中;梁、柱变截面段用于当主结构与节点域尺寸不一致所增设的结构受力构件。An L-shaped lug anchor connection device for cable-stayed structures, including rigid structures and cables, wherein the rigid structures include gusset plates, "L"-shaped stiffeners, transition columns, beams, variable-section columns and frame beams; , the gusset plate is composed of the lug plate of the cable and the web plate rigidly connected, and pin holes and tooling holes are set on the plate surface; the "L" shaped stiffener is made of strip steel, which is used to strengthen the connection between the three gusset plates. The connection strength between them and reduce the weight of the node domain; the transition beam is used to avoid the stress concentration between the connecting plate and the frame beam; the beam and column with variable cross-section are used for the added structural force members when the main structure and the node domain are inconsistent in size.

所述用于斜拉索结构的L形耳板式锚固连接装置的使用方法,The use method of the L-shaped lug type anchoring connection device for the stay cable structure,

步骤1、所有连接件均事先在工厂加工完成;Step 1. All connecting parts are processed in the factory in advance;

步骤2、节点板尺寸确定后需进行销轴孔加工,并确保三板销轴孔的同心度;Step 2. After the size of the gusset plate is determined, it is necessary to process the pin hole and ensure the concentricity of the pin hole of the three plates;

步骤3、先将节点板与“L”形加劲板进行焊接;Step 3. First weld the gusset plate and the "L" shaped stiffener;

步骤4、将过渡梁与连接板进行焊接;Step 4, welding the transition beam and the connecting plate;

步骤5、将变截面梁与过渡梁进行焊接;Step 5, welding the variable cross-section beam and the transition beam;

步骤6、将框架梁与变截面梁进行焊接;Step 6, welding the frame beam and the variable section beam;

步骤7、待整体结构安装完毕后进行穿索锚固并张拉。Step 7. After the overall structure is installed, carry out cable anchorage and tension.

本发明提供了一种便于装焊的通用型拉索耳板式锚固连接节点,由刚性结构的腹板向外伸出一块耳板,斜拉索通过销轴锚固在耳板上,索力直接由耳板传递至刚性结构的腹板。节点主体结构在工厂进行装配焊接,并进行镗孔保证三板销轴孔的同心度。这样既保证了节点主体结构焊接质量,提高效率,又不影响结构受力,现场节点安装速度也会大大提高。该节点通过耳板实现拉索与梁柱之间的连接,为了方便现场安装以及避免结构出现应力集中问题,考虑将拉索的耳板与刚性结构的腹板作为一个整体式的节点板,现场仅需将工厂拼接、装焊完整的连接件端部与结构梁进行焊接。该连接构造即可解决拉索的传力平顺问题,将拉索的索力通过连接件直接传递至主结构梁。The invention provides a general-purpose cable lug type anchoring connection node which is easy to install and weld. A lug plate protrudes outward from a web plate of a rigid structure. The lugs are transferred to the webs of the rigid structure. The main structure of the node is assembled and welded in the factory, and bored to ensure the concentricity of the pin hole of the three plates. This not only ensures the welding quality of the main structure of the node, improves efficiency, but does not affect the force of the structure, and the installation speed of the node on site will also be greatly improved. The joint realizes the connection between the cable and the beam-column through the lug plate. In order to facilitate on-site installation and avoid stress concentration problems in the structure, the lug plate of the cable and the web plate of the rigid structure are considered as an integral gusset plate. Weld the factory spliced and welded complete connector ends to the structural beams. This connection structure can solve the problem of smooth force transmission of the cable, and directly transmit the cable force of the cable to the main structural beam through the connecting piece.

附图说明Description of drawings

图1为本连接装置中,节点板的结构示意图。FIG. 1 is a schematic structural diagram of a gusset plate in the connecting device.

图2为本连接装置中,“L”形加劲板的结构示意图。Fig. 2 is a structural schematic diagram of an "L"-shaped stiffening plate in the connecting device.

图3为本连接装置中,过渡梁、柱的结构示意图。Fig. 3 is a structural schematic diagram of transitional beams and columns in the connecting device.

图4为本连接装置中,梁、柱变截面段的结构示意图。Fig. 4 is a structural schematic diagram of beams and columns with variable cross-sections in the connecting device.

图5为本连接装置中,框架梁、柱的结构示意图。Fig. 5 is a structural schematic diagram of frame beams and columns in the connecting device.

图6为本连接装置中,节点组装过程图。Fig. 6 is a diagram of the node assembly process in the connecting device.

具体实施方式Detailed ways

以下通过具体实施例进一步说明本发明。The present invention is further illustrated below by specific examples.

如图1~图6所示,一种用于斜拉索结构的L形耳板式锚固连接装置,包括刚性结构和缆索,其中,刚性结构包含节点板、“L”形加劲板、过渡柱、梁、柱变截面段和框架梁;其中,节点板为拉索的耳板与刚性连接的腹板构成,在其板面上开设销轴孔、工装孔;“L”形加劲板为条钢构成,其用于加强三块节点板之间的连接强度,并降低节点域重量;过渡梁用于避免连接板与框架梁间出现应力集中;梁、柱变截面段用于当主结构与节点域尺寸不一致所增设的结构受力构件。As shown in Figures 1 to 6, an L-shaped lug-type anchoring connection device for cable-stayed structures includes a rigid structure and cables, wherein the rigid structure includes a gusset plate, an "L"-shaped stiffening plate, a transition column, Beams, columns with variable cross-sections and frame beams; among them, the gusset plate is composed of the lug plate of the cable and the web plate rigidly connected, and pin holes and tooling holes are set on the plate surface; the "L" shaped stiffener is a bar steel Composition, which is used to strengthen the connection strength between the three gusset plates and reduce the weight of the node domain; the transition beam is used to avoid stress concentration between the connection plate and the frame beam; Structural stress members added due to inconsistency in size.

所述用于斜拉索结构的L形耳板式锚固连接装置的使用方法,The use method of the L-shaped lug type anchoring connection device for the stay cable structure,

步骤1、所有连接件均事先在工厂加工完成;Step 1. All connecting parts are processed in the factory in advance;

步骤2、节点板尺寸确定后需进行销轴孔加工,并确保三板销轴孔的同心度;Step 2. After the size of the gusset plate is determined, it is necessary to process the pin hole and ensure the concentricity of the pin hole of the three plates;

步骤3、先将节点板与“L”形加劲板进行焊接;Step 3. First weld the gusset plate and the "L" shaped stiffener;

步骤4、将过渡梁与连接板进行焊接;Step 4, welding the transition beam and the connecting plate;

步骤5、将变截面梁与过渡梁进行焊接;Step 5, welding the variable cross-section beam and the transition beam;

步骤6、将框架梁与变截面梁进行焊接;Step 6, welding the frame beam and the variable section beam;

步骤7、待整体结构安装完毕后进行穿索锚固并张拉。Step 7. After the overall structure is installed, carry out cable anchorage and tension.

就目前而言,大尺寸耳板式锚固节点类型相比较少,本连接装置为斜拉索在大跨度多层钢框架结构柱角节点的应用推广提供了便利。此种连接装置既保证了梁柱本身的结构强度,又解决索体与结构构件的连接问题,保证了节点的稳定。其传力途径符合受力要求:斜拉索索力通过锚头传递至销轴,销轴通过销轴孔传递至节点板,节点板通过连接焊缝传递至主体结构。For now, there are relatively few types of large-size lug anchorage joints, and this connecting device provides convenience for the application and promotion of stay cables in column corner joints of long-span multi-storey steel frame structures. This kind of connection device not only ensures the structural strength of the beam and column itself, but also solves the problem of connection between the cable body and the structural components, ensuring the stability of the nodes. The force transmission path meets the force requirements: the cable force is transmitted to the pin shaft through the anchor head, the pin shaft is transmitted to the gusset plate through the pin shaft hole, and the gusset plate is transmitted to the main structure through the connecting weld.

本发明综合考虑到上述因素,节点主体结构在工厂进行装配焊接,并进行镗孔保证三板销轴孔的同心度。这样既保证了节点主体结构焊接质量,提高效率,又不影响结构受力,现场节点安装速度也会大大提高。该节点通过耳板实现拉索与梁柱之间的连接,为了方便现场安装以及避免结构出现应力集中问题,考虑将拉索的连接板与结构梁腹板作为一个整体式的节点板,现场仅需将工厂拼接装焊完整的连接件端部与结构梁进行焊接,即可解决拉索的传力。将拉索的索力通过连接件传递至结构梁。The present invention comprehensively considers the above factors, the main structure of the node is assembled and welded in the factory, and bored to ensure the concentricity of the pin holes of the three plates. This not only ensures the welding quality of the main structure of the node, improves efficiency, but does not affect the force of the structure, and the installation speed of the node on site will also be greatly improved. The joint realizes the connection between the cable and the beam-column through the lug plate. In order to facilitate on-site installation and avoid stress concentration problems in the structure, it is considered to use the connecting plate of the cable and the web of the structural beam as an integral gusset plate. The factory splicing and welding the complete connector end is welded with the structural beam to solve the force transmission of the cable. Transfers the cable forces of the stay cables to the structural beams through the connectors.

Claims (2)

1.一种用于斜拉索结构的L形耳板式锚固连接装置,其特征是:包括刚性结构和缆索,其中,刚性结构包含节点板、“L”形加劲板、过渡柱、梁、柱变截面段和框架梁;缆索数量及角度根据设计确定并通过销轴与刚性结构预留孔连接,刚性结构组成部件通过焊接形式在工厂加工完成。1. An L-shaped lug type anchoring connection device for cable-stayed cable structure is characterized in that: comprise rigid structure and cable, wherein, rigid structure comprises gusset plate, " L " shape stiffening plate, transition column, beam, column Variable section and frame beam; the number and angle of cables are determined according to the design and connected with the reserved holes of the rigid structure through the pin shaft, and the components of the rigid structure are processed in the factory by welding. 2.权利要求1所述用于斜拉索结构的L形耳板式锚固连接装置的使用方法,其特征是:2. The using method of the L-shaped lug type anchor connection device for the stay cable structure according to claim 1, characterized in that: 步骤1、所有连接件均事先在工厂加工完成;Step 1. All connecting parts are processed in the factory in advance; 步骤2、节点板尺寸确定后需进行销轴孔加工,并确保三板销轴孔的同心度;Step 2. After the size of the gusset plate is determined, it is necessary to process the pin hole and ensure the concentricity of the pin hole of the three plates; 步骤3、先将节点板与“L”形加劲板进行焊接;Step 3. First weld the gusset plate and the "L" shaped stiffener; 步骤4、将过渡梁与连接板进行焊接;Step 4, welding the transition beam and the connecting plate; 步骤5、将变截面梁与过渡梁进行焊接;Step 5, welding the variable cross-section beam and the transition beam; 步骤6、将框架梁与变截面梁进行焊接;Step 6, welding the frame beam and the variable section beam; 步骤7、待整体结构安装完毕后进行穿索锚固并张拉。Step 7. After the overall structure is installed, carry out cable anchorage and tension.
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US20040134141A1 (en) * 2001-05-10 2004-07-15 Sven Hebbelinck Flexible tensioned structure and method of calculating such a structure
US20150178411A1 (en) * 2012-06-18 2015-06-25 China Aviation Planning And Construction Development Co., Ltd. Asymmetric cable-membrane tensegrity structure of opening type, method of constructing the same and method of designing the same
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