Support connection device and support connection method for suspended monorail track beam

Abstract

This application relates to the technical field of suspended monorail rail transit. Specifically, it relates to a support connection device and a support connection method for a suspended monorail track beam. The support connection device includes: a track beam and a support part, and the track beam is suspended and connected below the support part; the support part and the track beam are connected through a crossbeam structure, and the crossbeam structure is arranged along the running direction; the support connection device and the support connection method of this application can effectively use a longer track beam size under the same mass, or reduce the weight of the track beam under the same length, and can reduce the quantity requirements for support columns, etc., save land area, and reduce the installation difficulty.

Description

Technical Field

[0001] This application relates to the technical field of suspended monorail rail transit, and more particularly, to a support connection device and a support connection method for a suspended monorail track beam. Background Art

[0002] The suspended monorail track beam is different from other track systems. Its vertical cross-sectional dimension of the track beam is usually small, and the longer the track beam, the worse its stiffness. The existing connection method between the suspended monorail track beam and the support column is usually that the upper or side surface of the track beam is respectively connected to the lower or side surface of the support part of the support column in a corresponding manner to form a support column suspended connection of the track beam.

[0003] Such a connection method results in that the track beam is not suitable to be too long, or it is necessary to strengthen the connection strength between the track beam and the support part or their respective stiffnesses.

[0004] In addition, the above-mentioned connection method will also cause obvious thermal expansion and contraction effects of the track beam. It is easy to generate stress concentration at the connection and cause deformation, and it can even cause obvious noise when the train passes.

[0005] In view of this, this application is specifically proposed. Summary of the Invention

[0006] The purpose of this application is to provide a support connection device and a support connection method for a suspended monorail track beam, which can effectively use a longer track beam size under the same mass, or reduce the weight of the track beam under the same length, and can reduce the quantity requirements for support columns, etc., save land area, reduce installation difficulty; or improve the connection strength between the track beam and the support part or their respective stiffnesses; or reduce the stress concentration caused by thermal expansion and contraction of the track beam.

[0007] The embodiments of this application are implemented as follows:

[0008] A support connection device for a suspended monorail track beam includes: a track beam and a support part, and the support part is suspended and connected to the track beam below.

[0009] The support part and the track beam are connected by a crossbeam structure, and the crossbeam structure is arranged along the running direction.

[0010] Optionally, the support part is arranged on a support column, a rock wall or a building.

[0011] Optionally, the crossbeam structure is composed of at least two strip-shaped elastic bodies arranged along the running direction and fixed on the support part, and the crossbeam structure is located inside the track beam.

[0012] Optionally, the strip-shaped elastic bodies are parallel to each other.

[0013] Optionally, the cross arm structure crosses the support part and its length is greater than the thickness of the support part.

[0014] Optionally, the part of the cross arm structure extending beyond the support part is located inside or above the track beam.

[0015] Optionally, vertical constraint clamping members are arranged between the track beam and the cross arm structure along the running direction.

[0016] Optionally, the clamping member includes an upper clamping member and a lower clamping member. The upper clamping member is located above the cross arm structure, and the lower clamping member is located below the cross arm structure. The lower clamping member is connected to the upper clamping member and maintains a certain adjacent force.

[0017] Optionally, at least two-directional separate constraints are provided between the cross arm structure and the clamping member.

[0018] Optionally, the upper clamping member is fixedly connected to the track beam.

[0019] Optionally, the cross arm structure and the clamping member are respectively constrained in the longitudinal, transverse and vertical directions during relative sliding, or the cross arm structure and the clamping member are respectively constrained in the longitudinal, transverse and vertical directions.

[0020] Optionally, a damping member is provided between the cross arm structure and the clamping member and / or the support part.

[0021] Optionally, the track beam is provided with an installation part corresponding to the connection of the clamping member. Along the longitudinal section direction, the opening dimension L1 of the installation part is greater than the outer dimension L2 of the cross arm structure.

[0022] Optionally, along the longitudinal section direction, the opening dimension L1 of the installation part is less than the outer dimension L3 of the clamping member.

[0023] Optionally, the installation part is correspondingly connected to the upper clamping member.

[0024] Optionally, the upper boundary line a1 of the support part is at the same height as the upper boundary line a2 of the track beam or the installation part of the track beam.

[0025] Optionally, the outer boundary line b1 of the support part along the running direction does not exceed the outer boundary line b2 of the track beam along the running direction.

[0026] The present application also provides another solution, that is, a support connection method for a suspended monorail track beam. Using the support connection device described above, the connection method includes the following steps:

[0027] 1) Place the lower clamping member into the inside of the track beam installation part, and hoist the track beam below the support part. The cross arm structure is correspondingly placed at the corresponding position of the lower clamping member;

[0028] 2) Place the upper clamping member into the interior of the track beam installation part along the running direction, and fixedly connect the upper clamping member to the track beam;

[0029] 3) Connect the upper clamping member and the lower clamping member to form a clamping member.

[0030] The beneficial effects of the embodiments of the present application are as follows:

[0031] The support connection device and method for a suspended monorail track beam of the present application utilize a crossbeam structure arranged along the running direction to connect the support part of the track beam and the support column. The crossbeam structure arranged along the running direction can be adaptively adjusted according to specific parameters such as the length and stiffness of the track beam. For example, adjust the number, length, stiffness, etc. of the crossbeam structure to reduce the requirements for the track beam and the support part, so that it is possible to effectively adopt a longer track beam size under the same mass, or reduce the weight of the track beam under the same length, and can reduce the number of columns, saving land area; or improve the connection strength or respective stiffness between the track beam and the support part; or reduce the stress concentration generated by the thermal expansion and contraction of the track beam. Description of the Drawings

[0032] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required to be used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present application, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, without creative efforts, other related drawings can also be obtained based on these drawings.

[0033] Figure 1 It is a schematic structural diagram of a suspended monorail track beam according to an embodiment of the present application;

[0034] Figure 2 It is an exploded view of a suspended monorail track beam according to an embodiment of the present application;

[0035] Figure 3 It is a side schematic view of a suspended monorail track beam according to an embodiment of the present application;

[0036] Figure 4 It is a front schematic view of a suspended monorail track beam according to an embodiment of the present application;

[0037] Figure 5 It is a schematic structural diagram of a support column and a crossbeam structure of a suspended monorail track beam according to an embodiment of the present application;

[0038] Figure 6 It is a schematic view of a clamping member and corresponding components, etc. of a suspended monorail track beam according to an embodiment of the present application;

[0039] Figure 7Schematic diagram of the support connection method of the suspended monorail track beam in the embodiment of the present application.

[0040] Icon: 100 - support column, 101 - support part, 102 - cross arm structure, 103 - positioning hole, 104 - bushing, 105 - positioning pin; 200 - track beam, 201 - installation part; 300 - clamping part, 301 - upper clamping part, 302 - lower clamping part, 303 - upper clamping part sliding bushing, 304 - lower clamping part sliding bushing, 305 - connecting bolt. Specific embodiments

[0041] To make the objectives, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are some, but not all, of the embodiments of the present application. Usually, the components of the embodiments of the present application described and illustrated in the accompanying drawings here can be arranged and designed in various different configurations.

[0042] Therefore, the following detailed description of the embodiments of the present application provided in the accompanying drawings is not intended to limit the scope of the present application claimed, but merely represents the selected embodiments of the present application. All other embodiments obtained by those of ordinary skill in the art based on the embodiments in the present application without creative efforts shall fall within the scope of protection of the present application.

[0043] It should be noted that: similar reference numerals and letters denote similar items in the following drawings. Therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0044] In the description of the present application, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the products of this application are usually placed during use. It is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present application. In addition, the terms "first", "second", "third", etc. are only used for descriptive distinction and cannot be understood as indicating or implying relative importance.

[0045] In addition, terms such as "parallel" and "perpendicular" do not mean that the components are required to be absolutely parallel or perpendicular, but can be slightly inclined. For example, "parallel" only means that its direction is more parallel relative to "perpendicular", and does not mean that the structure must be completely parallel, but can be slightly inclined.

[0046] In addition, terms such as "horizontal", "vertical", "hanging", etc. do not mean that the components are required to be absolutely horizontal or hanging, but can be slightly inclined. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined.

[0047] In the description of the present application, it should also be noted that unless otherwise clearly specified and limited, the terms "set", "installed", "connected", "coupled" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, and can be the communication inside two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific situations.

[0048] Please refer to Figure 1-7 , the embodiment of the present application provides a support connection device for a suspended monorail track beam, including: a track beam 200 and a support column 100, and the track beam 200 is suspended and connected below the support portion 101 of the support column 100;

[0049] The support portion 101 and the track beam 200 are connected through a crossbeam structure 102, and the crossbeam structure 102 is arranged along the running direction.

[0050] The support connection device and the support connection method for the suspended monorail track beam of the present application use the crossbeam structure 102 arranged along the running direction to connect the support portion 101 of the track beam 200 and the support column 100. The crossbeam structure 102 arranged along the running direction can be adaptively adjusted according to specific parameters such as the length and stiffness of the track beam 200. For example, the number, length, stiffness, etc. of the crossbeam structure 102 can be adjusted to reduce the requirements for the track beam 200 and the support portion 101, so that a longer track beam size can be adopted under the same mass, or the weight of the track beam can be reduced under the same length, and the number of columns can be reduced, saving the land area; or the connection strength or their respective stiffnesses between the track beam 200 and the support portion 101 can be improved; or the stress concentration generated by the thermal expansion and contraction of the track beam 200 can be reduced.

[0051] As shown in the figure, the support portion 101 described in the present application can be arranged not only on the support column 100, but also on, for example, a rock wall or a building.

[0052] As shown in the figure, there can be various connection methods between the cross arm structure 102 described in the present application and the support part 101 of the support column 100. For example, it can be a fixed connection between the cross arm structure 102 and the support part 101, or an opening is made inside the support part 101, and the cross arm structure 102 passes through the support part 101, and adaptive adjustment can be made according to the parameters of the track beam 200 during connection and installation. Therefore, in the latter case, it is preferably set that the cross arm structure 102 passes through the support part 101 and its length is greater than the thickness of the support part 101. More preferably, the part of the cross arm structure 102 extending beyond the support part 101 is located inside the track beam 200.

[0053] In addition, the cross arm structure 102 described in the present application can be in various structural forms. For example, it can be a flat plate structure, or it can be composed of at least two strip-shaped elastic bodies arranged in the running direction and fixed at the support part 101. It is further preferably set that the strip-shaped elastic bodies are parallel to each other; by using multiple strip-shaped elastic bodies for the cross arm structure 102, while ensuring the stable installation of the track beam 200, the vibration generated when the train passes can be effectively transmitted and eliminated by utilizing the elastic deformation performance of the strip-shaped elastic bodies.

[0054] In addition, the cross arm structure 102 described in the present application can be located inside or above the track beam 200; in the foregoing description, the track beam 200 is suspended below the support part 101, the cross arm structure 102 is arranged along the running direction on the support part 101, and the arrangement direction of the cross arm structure 102 is the same as the running direction of the track beam 200. Under such an arrangement, an installation part 201 higher than the height of the track beam line passing structure can be provided at the connection part between the track beam 200 and the cross arm structure 102, so as to make the cross arm structure 102 located inside the track beam 200.

[0055] In addition, a clamping member 300 for vertically restricting is arranged between the cross arm structure 102 described in the present application and the track beam 200 along the running direction. The clamping member 300 can adopt an integral structure with an opening inside, or a combined component, that is, an upper clamping member 301 and a lower clamping member 302 are combined and arranged. As shown in the figure, the upper clamping member 301 and the installation part 201 can be connected by a connecting bolt 305, or the upper clamping member 301 and the lower clamping member 302 can be connected by a connecting bolt 305. Under a more preferable arrangement, upper clamping member sliding bushings 303 and lower clamping member sliding bushings 304 are respectively arranged at the connection parts between the upper clamping member 301, the lower clamping member 302 and the cross arm structure 102. In addition, it can also be set that the cross arm structure 102 is connected to the clamping member through a positioning hole 103 and a positioning pin 105. More preferably, a bushing 104 is arranged between the cross arm structure 102 and the support part 101.

[0056] In the case of adopting the combined setting of the upper clamping member 301 and the lower clamping member 302, the installation and connection of the support connection device are cheaper, and the manufacturing cost of the combined upper and lower clamping members is lower. In addition, when the upper clamping member 301 and the lower clamping member 302 are combined and set, appropriate adjustments can be made according to the installation situation during installation and connection. Furthermore, the track beam 200 can be fixedly connected integrally with the clamping member 300, or can be fixedly connected with the upper clamping member 301.

[0057] In addition, at least two-directional separate constraints are provided between the cross arm structure 102 and the clamping member 300. In the present application, the transverse direction is the running direction of the track beam 200, the longitudinal direction is the direction in which the plane is perpendicular to the running direction, and the vertical direction is the direction in which the vertical plane is perpendicular to the running direction. Optionally, the cross arm structure 102 and the clamping member 300 slide relative to each other longitudinally and are respectively constrained transversely and vertically; or the cross arm structure 102 and the clamping member 300 are respectively constrained longitudinally, transversely and vertically.

[0058] In addition, a damping member can be provided between the cross arm structure 102 and the clamping member 300 and / or the support portion 101 to reduce vibration noise; additionally, a shock-absorbing and wear-resistant material can also be provided between the cross arm structure 102 and the clamping member 300 and / or the support portion 101 to further eliminate noise.

[0059] In addition, for the convenience of installation and connection, when the track beam 200 in the present application is provided with an installation portion 201 corresponding to the clamping member 300, the cross arm structure 102 is located inside the track beam 200; along the longitudinal cross-section direction, the opening dimension L1 of the installation portion 201 is greater than the outer dimension L2 of the cross arm structure 102; under this setting, the direct hoisting and installation of the track beam 200 are convenient; it is also preferable that the installation portion 201 is correspondingly connected with the upper clamping member 301, and it is particularly preferable to connect by bolts or pins.

[0060] In addition, in the present application, it can also be preferably set that along the longitudinal cross-section direction, the opening dimension L1 of the installation portion 201 is smaller than the outer dimension L3 of the clamping member 300; under this preferred setting, the track beam 200, the cross arm structure 102 and the clamping member 300 can be more stable.

[0061] In addition, in the support connection device of the suspended monorail track beam in the embodiment of the present application, it can also be preferably set that the upper boundary line a1 of the support portion 101 is higher than the upper boundary line a2 of the track beam 200 or the installation portion 201 of the track beam 200, and the outer boundary line b1 of the support portion 101 along the running direction does not exceed the outer boundary line b2 of the track beam 200 along the running direction; under such a setting, the overall connection structure is compact, the external dimension is small, and the appearance is simple.

[0062] In addition, a cover plate can be provided above the track beam or the installation portion of the track beam in the present application to make its external structure simple.

[0063] The support connection method used in this application for the suspended monorail track beam can adopt the following method, especially with a clamping member 300 provided between the cross arm structure 102 and the track beam 200. The clamping member 300 is divided into an upper clamping member 301 and a lower clamping member 302. At the same time, the cross arm structure 102 is arranged inside the track beam 200, and the structure is set with an installation part 201 arranged on the upper part of the track beam 200; the support connection method includes the following steps:

[0064] 1) Place the lower clamping member 302 into the inside of the installation part 201 of the track beam 200, and hoist the track beam 200 below the support part 101, and place the cross arm structure 102 at the corresponding position of the lower clamping member 302;

[0065] 2) Place the upper clamping member 301 into the inside of the installation part 201 of the track beam 200 along the running direction, and the upper clamping member 301 is fixedly connected to the track beam 200;

[0066] 3) Connect the upper clamping member 301 and the lower clamping member 302 to form the clamping member 300.

[0067] The above are only the preferred embodiments of this application and are not used to limit this application. For those skilled in the art, various changes and modifications can be made to this application. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of this application shall be included within the protection scope of this application.

Claims

1. Support connection device for suspended monorail track beam, characterized in that, Comprising: A track beam and a support part, with the track beam suspended and connected below the support part; The support part and the track beam are connected through a cross arm structure, and the cross arm structure is arranged along the running direction; The cross arm structure is composed of at least two strip-shaped elastic bodies fixed on the support part and arranged along the running direction, and the cross arm structure is located inside the track beam; Vertical restraint clamping members are arranged between the track beam and the cross arm structure along the running direction.

2. The support connection device according to claim 1, characterized in that, The clamping member includes an upper clamping member and a lower clamping member. The upper clamping member is located above the cross arm structure, and the lower clamping member is located below the cross arm structure. The lower clamping member is connected to the upper clamping member and maintains a certain adjacent force.

3. The support connection device according to claim 1, characterized in that, At least two-directional constraints are respectively provided between the cross arm structure and the clamping member.

4. The support connection device according to claim 1, characterized in that, A damping member is provided between the cross arm structure and the clamping member and / or the support part.

5. The support connection device according to claim 1, characterized in that, The track beam is provided with an installation part corresponding to and connected to the clamping member; along the longitudinal cross-section direction, the opening size L1 of the installation part is larger than the outer edge size L2 of the cross arm structure.

6. The support connection device according to claim 1, characterized in that, The upper boundary line a1 of the support part is at the same height as the upper boundary line a2 of the track beam or the installation part of the track beam.

7. The support connection device according to claim 1, characterized in that: The outer boundary line b1 of the support part along the running direction does not exceed the outer boundary line b2 of the track beam along the running direction.

8. Support connection method for suspended monorail track beam, characterized in that: Using the support connection device described in claim 2, the connection method includes the following steps: 1) Place the lower clamping member into the interior of the track beam installation part, and hoist the track beam below the support part, and place the cross arm structure at the corresponding position of the lower clamping member; 2) Place the upper clamping member into the interior of the track beam installation part along the running direction, and the upper clamping member is fixedly connected to the track beam; 3) Connect the upper clamping member and the lower clamping member to form a clamping member.

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