CN215763937U - Novel energy-consumption anti-seismic support and hanger diagonal bracing device - Google Patents

Novel energy-consumption anti-seismic support and hanger diagonal bracing device Download PDF

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Publication number
CN215763937U
CN215763937U CN202122461576.6U CN202122461576U CN215763937U CN 215763937 U CN215763937 U CN 215763937U CN 202122461576 U CN202122461576 U CN 202122461576U CN 215763937 U CN215763937 U CN 215763937U
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spring
energy
outer tube
hanger
sleeve
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CN202122461576.6U
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王涛
刘吉胜
潘雨桐
孟丽岩
齐行军
许国山
王贞
李勐
梁豪
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Heilongjiang University of Science and Technology
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Heilongjiang University of Science and Technology
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Abstract

A novel energy-consumption anti-seismic support hanger diagonal bracing device belongs to the field of anti-seismic support hangers. The novel energy-consuming anti-seismic support and hanger inclined strut is a sleeve type and comprises an inner sleeve and energy-consuming damping devices, wherein the energy-consuming damping devices are arranged at two ends of the inner sleeve in a mirror image manner; energy consumption damping device includes outer tube, spring baffle and wear-resisting sliding plate, and outer tube sliding sleeve is in interior sheathed tube outside, and spring one end is passed through spring baffle and is connected with the inboard establishment of outer tube, the connecting plate is installed to the inner tube tip, and the spring other end passes through the connecting plate and is connected with interior sleeve pipe establishment, and the slot hole that runs through has all been processed to the both sides of interior sleeve pipe and outer tube suit coincidence portion, and stop bolt passes through the slot hole and establishes with the outer tube lateral wall and be connected. The utility model aims to solve the problems that the existing anti-seismic support and hanger structure is difficult to consume energy and absorb shock and is easy to generate residual deformation after an earthquake so that the automatic reset cannot be realized. The utility model has simple structure, ingenious design, convenient disassembly and assembly and firm assembly, and is suitable for popularization and use.

Description

Novel energy-consumption anti-seismic support and hanger diagonal bracing device
Technical Field
The utility model relates to a novel energy-consumption anti-seismic support and hanger diagonal bracing device, and belongs to the field of anti-seismic support and hangers.
Background
The anti-seismic support and hanger is an important anti-seismic measure for effectively protecting building equipment and pipelines, and is an anti-seismic support system mainly bearing earthquake force load. The anti-seismic support and hanger mainly comprises an anchoring piece, a vertical support, an anti-seismic inclined support, an anti-seismic connecting piece and the like, all components forming the anti-seismic support and hanger are finished components, and the connecting piece is simple in structure and convenient to install. Vertical support mainly plays the effect of bearing the heavy load such as pipeline in the antidetonation gallows system, the biggest difference of antidetonation gallows and bearing gallows lies in there being or not the antidetonation bracing, the antidetonation gallows mainly is resisted the effect of horizontal earthquake power by the antidetonation bracing, thereby reach the antidetonation purpose of a gallows system, just because the existence of antidetonation bracing, just can make originally accomplish safe firm when the earthquake takes place at the gallows system of unbounding on the horizontal direction, avoid leading to dropping and causing serious secondary disaster because of a gallows system excessively rocks. In case of earthquake, the whole support and hanger system generates large amplitude swing without limit, and gradually breaks and falls off at the rooting part or the connecting part of the structure, so that the damage of the whole support and hanger system not only affects the normal use of the building structure, but also can cause personal injury of pedestrians due to the falling of pipelines. The traditional anti-seismic support and hanger resists horizontal earthquake action as 'hard resistance', so that the problem of relatively rigid structure and the problem of residual deformation of the anti-seismic support and hanger after earthquake are caused.
Therefore, it is desirable to provide a novel energy-consuming anti-seismic support and hanger brace to solve the above-mentioned technical problems.
SUMMERY OF THE UTILITY MODEL
The present invention has been developed in order to solve the problems of the conventional anti-seismic support and hanger that the structure is relatively rigid due to the horizontal earthquake resistance, and the anti-seismic support and hanger cannot be automatically restored due to the residual deformation caused by the anti-seismic support and hanger of the prior art after the earthquake, and a brief summary of the present invention is provided below to provide a basic understanding of some aspects of the present invention. It should be understood that this summary is not an exhaustive overview of the utility model. It is not intended to determine the key or critical elements of the present invention, nor is it intended to limit the scope of the present invention.
The technical scheme of the utility model is as follows:
a novel energy-consuming anti-seismic support and hanger diagonal brace comprises an inner sleeve and energy-consuming damping devices, wherein the energy-consuming damping devices are arranged at two ends of the inner sleeve in a mirror image manner; energy consumption damping device includes outer tube, spring and spring baffle, and outer tube sliding sleeve is in interior sheathed tube outside, and spring one end is passed through spring baffle and is connected with the inboard establishment of outer tube, the connecting plate is installed to the inner tube pipe tip, and the spring other end passes through the connecting plate and establishes with interior sleeve pipe and be connected, and interior sleeve pipe and outer tube sleeve overlap portion's both sides are all processed and are had the slot hole that runs through, and spacing bolt passes through the slot hole and establishes with the outer tube lateral wall and be connected.
Preferably: the long hole is a waist-shaped hole and is arranged in parallel with the movement direction of the outer sleeve.
Preferably: the spring is a high-strength spring, a disc spring or a combined disc spring.
Preferably: the inner sleeve and the outer sleeve are C-shaped channel steel.
Preferably: the edge of the C-shaped channel steel of the outer sleeve is inwards bent to form a limiting sliding groove, the edge of the C-shaped channel steel of the inner sleeve is inwards bent to form a sliding protrusion, and the sliding protrusion is in sliding fit with the limiting sliding groove.
The utility model has the following beneficial effects:
1. according to the novel energy-consumption anti-seismic support and hanger inclined strut device, when an earthquake occurs, the anti-seismic support and hanger inclined strut can generate tension-compression deformation under the action of a horizontal earthquake action force, the inner sleeve and the outer sleeve slide through friction to achieve the energy-consumption and shock-absorption effects, and under the condition that the inner sleeve and the outer sleeve are in relative displacement, the springs at the end parts are deformed by tension and compression and can provide counter force for the inner sleeve to achieve the self-resetting function of the sleeve;
2. the novel energy-consumption anti-seismic support and hanger diagonal bracing device is simple in structure, ingenious in design, convenient to disassemble and assemble, firm in assembly and suitable for popularization and use.
Drawings
FIG. 1 is a perspective view of a novel energy-consuming earthquake-resistant support and hanger bracing device;
FIG. 2 is a front view of a novel energy-consuming earthquake-resistant support and hanger bracing device;
FIG. 3 is a rear view of a novel energy-consuming earthquake-resistant support and hanger bracing device;
FIG. 4 is a side view of a novel energy-consuming earthquake-resistant support and hanger bracing device;
FIG. 5 is a schematic structural diagram of a novel energy-consuming earthquake-resistant support and hanger bracing device;
FIG. 6 is a bottom view of a novel energy-consuming earthquake-resistant support and hanger bracing apparatus;
FIG. 7 is a view showing the use of the inner and outer sleeves of the present invention;
in the figure, 1-inner sleeve, 2-outer sleeve, 3-spring, 4-spring baffle, 6-limit bolt, 7-long hole, 9-connecting plate, 11-sliding bulge and 21-limit sliding groove.
Detailed Description
In order that the objects, aspects and advantages of the utility model will become more apparent, the utility model will be described by way of example only, and in connection with the accompanying drawings. It is to be understood that such description is merely illustrative and not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
The connection mentioned in the utility model is divided into fixed connection and detachable connection, the fixed connection is non-detachable connection and includes but is not limited to folding edge connection, rivet connection, bonding connection, welding connection and other conventional fixed connection modes, the detachable connection includes but is not limited to threaded connection, snap connection, pin connection, hinge connection and other conventional detachment modes, when the specific connection mode is not clearly limited, at least one connection mode can be found in the existing connection modes by default to realize the function, and the skilled person can select according to the needs. For example: the fixed connection selects welding connection, and the detachable connection selects hinge connection.
The first embodiment is as follows: the embodiment is described with reference to fig. 1 to 6, and the novel energy-consuming earthquake-resistant support and hanger diagonal bracing device of the embodiment has a sleeve type structure and comprises an inner sleeve 1 and energy-consuming shock-absorbing devices, wherein the energy-consuming shock-absorbing devices are arranged at two ends of the inner sleeve 1 in a mirror image manner; energy consumption damping device includes outer tube 2, spring 3 and spring baffle 4, and 2 slip suits of outer tube are in interior sleeve pipe 1's the outside, and 3 one ends of spring are passed through spring baffle 4 and are connected with 2 inboard establishments of outer tube, interior sleeve pipe 1 tip installs connecting plate 9, and the 3 other ends of spring pass through connecting plate 9 and interior sleeve pipe 1 and establish and be connected, and interior sleeve pipe 1 and 2 suit coincidence's of outer tube both sides are all processed and are had the slot hole 7 that runs through, and stop bolt 6 passes through slot hole 7 and outer tube 2 lateral wall and establish and be connected, and stop bolt 6 can be relative slip in slot hole 7, and stop bolt 6's purpose plays limiting displacement.
Interior sleeve pipe 1 and outer tube 2 are C type channel-section steel, the C type channel-section steel edge of outer tube 2 inwards buckles and forms spacing spout 21, and the C type channel-section steel edge of interior sleeve pipe 1 inwards buckles and forms slip arch 11, slip arch 11 is in sliding fit in spacing spout 21, so set up and can avoid because the structural deformation that horizontal external force produced, make structural stability stronger, it is more wear-resisting, increase its life, will guarantee suitable cross-sectional dimension when interior sleeve pipe 1 and outer tube 2 use, make interior sleeve pipe 1 and outer tube 2 have comparatively suitable space friction and slide.
The long hole 7 is a waist-shaped hole and is arranged in parallel with the movement direction of the outer sleeve 2.
The end part of the inner sleeve 1 is provided with a connecting plate 9, the other end of the spring 3 is connected with the inner sleeve 1 through the connecting plate 9, one side of the connecting plate is bonded with the inner sleeve 1 in a bonding mode, and the other side of the connecting plate is rigidly connected with the spring 3.
In order to adapt to different use requirements, the reset part is not limited to use of a high-strength spring, but also can use a disc spring and a combined disc spring form to adapt to different reset capacity requirements. The spring 3 is not limited to one spring, and may be arranged in a transverse combination or a longitudinal combination, or a combination of a plurality of springs, according to the sectional size.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
The relative arrangement of the components and steps, the numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present invention unless specifically stated otherwise. Meanwhile, it should be understood that the sizes of the respective portions shown in the drawings are not drawn in an actual proportional relationship for the convenience of description. Techniques, methods, and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail but are intended to be part of the specification where appropriate. In all examples shown and discussed herein, any particular value should be construed as merely illustrative, and not limiting. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, further discussion thereof is not required in subsequent figures.
In the description of the present invention, it is to be understood that the orientation or positional relationship indicated by the orientation words such as "front, rear, upper, lower, left, right", "lateral, vertical, horizontal" and "top, bottom", etc. are usually based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and in the case of not making a reverse description, these orientation words do not indicate and imply that the device or element being referred to must have a specific orientation or be constructed and operated in a specific orientation, and therefore, should not be considered as limiting the scope of the present invention; the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.
Spatially relative terms, such as "above … …," "above … …," "above … …," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial relationship to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if a device in the figures is turned over, devices described as "above" or "on" other devices or configurations would then be oriented "below" or "under" the other devices or configurations. Thus, the exemplary term "above … …" can include both an orientation of "above … …" and "below … …". The device may be otherwise variously oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the application described herein are capable of operation in sequences other than those illustrated or described herein.
It should be noted that, in the above embodiments, as long as the technical solutions can be aligned and combined without contradiction, those skilled in the art can exhaust all possibilities according to the mathematical knowledge of the alignment and combination, and therefore, the present invention does not describe the technical solutions after alignment and combination one by one, but it should be understood that the technical solutions after alignment and combination have been disclosed by the present invention.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a novel power consumption antidetonation gallows bracing device which characterized in that: the energy-consumption anti-seismic device comprises an inner sleeve (1) and energy-consumption anti-seismic devices, wherein the energy-consumption anti-seismic devices are arranged at two ends of the inner sleeve (1) in a mirror image manner; energy consumption antidetonation device includes outer tube (2), spring (3) and spring baffle (4), and outer tube (2) slip suit is in the outside of interior sleeve pipe (1), and spring (3) one end is passed through spring baffle (4) and is connected with outer tube (2) inboard establishment, interior sleeve pipe (1) tip is installed connecting plate (9), and the spring (3) other end passes through connecting plate (9) and is connected with interior sleeve pipe (1) establishment, and interior sleeve pipe (1) and outer tube (2) suit coincidence's both sides are all processed and are had slot hole (7) that run through, and spacing bolt (6) are passed through slot hole (7) and are connected with outer tube (2) lateral wall establishment.
2. The novel energy-consuming earthquake-resistant support and hanger diagonal bracing device according to claim 1, is characterized in that: the long hole (7) is a waist-shaped hole and is arranged in parallel with the moving direction of the outer sleeve (2).
3. The novel energy-consuming earthquake-resistant support and hanger diagonal bracing device according to claim 2, is characterized in that: the spring (3) is a high-strength spring, a disc spring or a combined disc spring.
4. The novel energy-consuming earthquake-resistant support and hanger diagonal bracing device according to claim 1, is characterized in that: the inner sleeve (1) and the outer sleeve (2) are both C-shaped channel steel.
5. The novel energy-consuming earthquake-resistant support and hanger diagonal bracing device according to claim 4, is characterized in that: the limiting sliding groove (21) is formed by inwards bending the edge of the C-shaped channel steel of the outer sleeve (2), the sliding protrusion (11) is formed by inwards bending the edge of the C-shaped channel steel of the inner sleeve (1), and the sliding protrusion (11) is in sliding fit with the limiting sliding groove (21).
CN202122461576.6U 2021-10-13 2021-10-13 Novel energy-consumption anti-seismic support and hanger diagonal bracing device Active CN215763937U (en)

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Application Number Priority Date Filing Date Title
CN202122461576.6U CN215763937U (en) 2021-10-13 2021-10-13 Novel energy-consumption anti-seismic support and hanger diagonal bracing device

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Application Number Priority Date Filing Date Title
CN202122461576.6U CN215763937U (en) 2021-10-13 2021-10-13 Novel energy-consumption anti-seismic support and hanger diagonal bracing device

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CN215763937U true CN215763937U (en) 2022-02-08

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115182474A (en) * 2022-06-16 2022-10-14 桂林理工大学 Energy consumption bracing system based on bistable rod piece system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115182474A (en) * 2022-06-16 2022-10-14 桂林理工大学 Energy consumption bracing system based on bistable rod piece system
CN115182474B (en) * 2022-06-16 2024-04-02 桂林理工大学 Energy-consumption diagonal bracing system based on bistable rod piece system

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