CN108506584A - A kind of antidetonation suspension and support based on disk spring vibration damping - Google Patents

A kind of antidetonation suspension and support based on disk spring vibration damping Download PDF

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Publication number
CN108506584A
CN108506584A CN201810536991.3A CN201810536991A CN108506584A CN 108506584 A CN108506584 A CN 108506584A CN 201810536991 A CN201810536991 A CN 201810536991A CN 108506584 A CN108506584 A CN 108506584A
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China
Prior art keywords
antidetonation
disk spring
seismic
brace
bar
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周林仁
苏新
吴波
戴亮
薛仪
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Guangdong Jin Lai Electric Co Ltd
South China University of Technology SCUT
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Guangdong Jin Lai Electric Co Ltd
South China University of Technology SCUT
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Priority to CN201810536991.3A priority Critical patent/CN108506584A/en
Publication of CN108506584A publication Critical patent/CN108506584A/en
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/16Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
    • F16L3/20Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction
    • F16L3/205Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction having supporting springs
    • F16L3/2056Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction having supporting springs the axis of at least one spring being oblique or perpendicular to the direction of the movement of the pipe

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本发明公开了一种基于碟形弹簧减振的抗震支吊架,包括水平杆、竖杆以及抗震斜杆;斜撑杆铰接于水平撑杆的左端部,竖撑杆通过螺栓连接于水平撑杆的左端部;所述抗震斜杆及竖杆的上端分别与结构层连接;所述抗震斜杆的下端安装有碟形弹簧减振组件;所述碟形弹簧减振组件包括半螺纹定位杆、碟形弹簧;所述半螺纹定位杆的中部为光滑段,两端为螺纹段;该抗震支吊架在抗震斜杆及竖杆的下端部安装了碟形弹簧减振组件,具有抗震、减振和加固支吊架的能力;结构简单,易于生产,拆装灵活,便于维修,极大地降低了成本;耐久性好,能应用于恶劣的服役环境;行程短且负载大,可节省安装空间,提升效率。

The invention discloses an anti-seismic support and hanger based on disc spring vibration reduction, which includes a horizontal bar, a vertical bar and an anti-seismic oblique bar; the oblique bar is hinged to the left end of the horizontal bar, and the vertical bar is connected to the horizontal bar through bolts The left end of the rod; the upper ends of the anti-seismic oblique rod and the vertical rod are respectively connected with the structural layer; the lower end of the anti-seismic oblique rod is equipped with a disc spring damping assembly; the disc spring damping assembly includes a half-thread positioning rod , Disc spring; the middle part of the semi-thread positioning rod is a smooth section, and the two ends are threaded sections; the anti-seismic hanger is equipped with a disc spring damping assembly at the lower end of the anti-seismic oblique bar and vertical bar, which has anti-seismic, Capability of damping and strengthening the support and hanger; simple structure, easy production, flexible disassembly and assembly, easy maintenance, greatly reducing costs; good durability, can be used in harsh service environments; short stroke and large load, can save installation space and improve efficiency.

Description

一种基于碟形弹簧减振的抗震支吊架An anti-seismic support and hanger based on disc spring vibration reduction

技术领域technical field

本发明涉及建筑机电工程的管道的安装、固定领域,尤其涉及一种基于碟形弹簧减振的抗震支吊架。The invention relates to the field of installation and fixing of pipelines in construction mechanical and electrical engineering, in particular to an anti-seismic support and hanger based on disc springs for vibration reduction.

背景技术Background technique

抗震支吊架已广泛应用于建筑机电工程的安装、固定领域,旨在减轻地震对机电工程的破坏作用。目前我国机电及消防管道工程都普遍采用刚性支吊架,在振动较强的工作环境下,支吊架会产生强烈的振动,在地震作用下,刚性支撑会产生较大的内力,严重影响管道及支吊架的使用性能和安全,一旦支吊架失效,会导致管道坍塌事故,将造成难以挽回的损失。《建筑机电工程抗震设计规范》规定抗震设防烈度为6度及6度以上地区的建筑机电工程必须进行抗震设计,但现有规范仅规定对抗震支吊架进行抗震构造,没有给出具体的抗震设计要求。Anti-seismic supports and hangers have been widely used in the installation and fixing fields of construction electromechanical engineering, aiming at reducing the damage caused by earthquakes to electromechanical engineering. At present, rigid supports and hangers are generally used in electromechanical and fire-fighting pipeline projects in my country. In a working environment with strong vibration, the supports and hangers will generate strong vibration. Under the action of earthquakes, rigid supports will generate large internal forces, seriously affecting the pipeline. And the performance and safety of the support and hanger, once the support and hanger fails, it will lead to the collapse of the pipeline and cause irreparable losses. "Code for Seismic Design of Building Mechanical and Electrical Engineering" stipulates that building mechanical and electrical engineering in areas with seismic fortification intensity of 6 degrees and above must carry out seismic design, but the existing codes only stipulate that seismic support and hangers should be seismically constructed, and no specific seismic design is given. Design requirements.

目前,传统抗震支吊架存在结构设计复杂,生产加工难度大,生产和维护成本高,安装效率低,耐腐蚀性差、安全性得不到保障等问题。At present, the traditional anti-seismic supports and hangers have problems such as complex structural design, difficult production and processing, high production and maintenance costs, low installation efficiency, poor corrosion resistance, and unguaranteed safety.

发明内容Contents of the invention

本发明的目的在于克服上述现有技术的缺点和不足,提供一种基于碟形弹簧减振的抗震支吊架。其结构简单,易于生产,安装方便,成本低廉,拆装灵活、耐久性好兼具减振能力强;该支吊架提供一种柔性减振抗震机制,具有良好的抗震、防震和减振能力,可有效降低机电管道设施在日常运行下的振动,能有效保护机电管道设施在地震作用下的安全。The object of the present invention is to overcome the shortcomings and deficiencies of the above-mentioned prior art, and provide a shock-resistant support and hanger based on disc springs for vibration reduction. Its structure is simple, easy to produce, easy to install, low in cost, flexible in disassembly and assembly, good in durability and strong in vibration damping ability; , can effectively reduce the vibration of electromechanical pipeline facilities in daily operation, and can effectively protect the safety of electromechanical pipeline facilities under earthquake action.

本发明通过下述技术方案实现:The present invention realizes through following technical scheme:

一种基于碟形弹簧减振的抗震支吊架,包括水平杆10.2、竖杆10.1以及抗震斜杆5.1;An anti-seismic support and hanger based on disc spring vibration reduction, including a horizontal bar 10.2, a vertical bar 10.1 and an anti-seismic diagonal bar 5.1;

所述抗震斜杆5.1及竖杆10.1的下端连接在水平撑杆10.2的左端部,其中,斜撑杆5.1铰接于水平撑杆10.2的左端部,竖撑杆10.1通过螺栓连接于水平撑杆10.2的左端部;所述抗震斜杆5.1及竖杆10.1的上端分别与结构层14.1连接;The lower ends of the anti-seismic diagonal bar 5.1 and the vertical bar 10.1 are connected to the left end of the horizontal brace 10.2, wherein the diagonal brace 5.1 is hinged to the left end of the horizontal brace 10.2, and the vertical brace 10.1 is connected to the horizontal brace 10.2 by bolts The left end of the left end; the upper ends of the anti-seismic diagonal bar 5.1 and the vertical bar 10.1 are respectively connected with the structural layer 14.1;

所述抗震斜杆5.1的下端安装有碟形弹簧减振组件;The lower end of the anti-vibration rod 5.1 is equipped with a disc spring damping assembly;

所述碟形弹簧减振组件包括半螺纹定位杆4.2、碟形弹簧6.1;所述半螺纹定位杆4.2的中部为光滑段,两端为螺纹段;The disc spring damping assembly includes a half-thread positioning rod 4.2 and a disc spring 6.1; the middle part of the half-thread positioning rod 4.2 is a smooth section, and both ends are threaded sections;

所述半螺纹定位杆4.2通过定位孔板5.2伸入抗震斜杆5.1内,以定位孔板5.2为界,光滑段的一部分位于抗震斜杆5.1内部,另一部分位于抗震斜杆5.1外部;相应地,碟形弹簧6.1的一部分套设于抗震斜杆5.1内部的光滑段上,另一部分套设于抗震斜杆5.1外部的光滑段上;分别在螺纹段上安装螺母7.1、7.2,将碟形弹簧6.1限制在光滑段上。The half-thread positioning rod 4.2 extends into the anti-seismic oblique rod 5.1 through the positioning orifice plate 5.2, with the positioning orifice plate 5.2 as the boundary, a part of the smooth section is located inside the anti-seismic oblique rod 5.1, and the other part is located outside the anti-seismic oblique rod 5.1; correspondingly , a part of the disc spring 6.1 is sleeved on the smooth section inside the anti-seismic oblique rod 5.1, and the other part is sleeved on the smooth section outside the anti-seismic oblique bar 5.1; nuts 7.1 and 7.2 are installed on the threaded section respectively, and the disc spring 6.1 Restricted to smooth segments.

所述竖杆10.1的下端也安装有碟形弹簧减振组件,其结构与抗震斜杆5.1下端的碟形弹簧减振组件相同,不同之处在于竖杆10.1下端的碟形弹簧减振组件的半螺纹定位杆的螺纹段直接穿过水平杆10.2的上下两侧,并通过螺母固定。The lower end of the vertical bar 10.1 is also equipped with a disc spring damping assembly, which has the same structure as the disc spring damping assembly at the lower end of the anti-seismic oblique bar 5.1, the difference is that the disc spring damping assembly at the lower end of the vertical bar 10.1 is The threaded section of the half-thread positioning rod directly passes through the upper and lower sides of the horizontal rod 10.2, and is fixed by a nut.

所述抗震斜杆5.1相对于竖杆10.1倾斜40°~45°;竖杆10.1与水平杆10.2互相垂直。The anti-seismic oblique bar 5.1 is inclined 40°-45° relative to the vertical bar 10.1; the vertical bar 10.1 and the horizontal bar 10.2 are perpendicular to each other.

竖杆10.1的上端全螺纹吊杆8.1与固定在结构层14.1的第二膨胀螺栓1.2连接。The upper end of the vertical bar 10.1 is connected with the second expansion bolt 1.2 fixed on the structural layer 14.1 with the fully threaded suspender 8.1.

竖杆10.1的长度方向上,分别间隔设置有两个加劲螺栓9.1、9.2。In the length direction of the vertical bar 10.1, two stiffening bolts 9.1, 9.2 are respectively arranged at intervals.

抗震斜杆5.1的上端,依次通过全螺纹杆4.2及上端铰接件2.3与结构层14.1上的固定支座2.1转动铰接;固定支座2.1与固定在结构层14.1上的第一膨胀螺栓1.1固定连接;The upper end of the anti-seismic oblique rod 5.1 is rotationally hinged with the fixed support 2.1 on the structural layer 14.1 through the fully threaded rod 4.2 and the upper hinge 2.3 in turn; the fixed support 2.1 is fixedly connected with the first expansion bolt 1.1 fixed on the structural layer 14.1 ;

全螺纹杆4.2与抗震斜杆5.1的上端部螺纹连接。The fully threaded rod 4.2 is threadedly connected with the upper end of the anti-seismic oblique rod 5.1.

水平杆10.2的右端的上侧用于放置管道16.1,管道16.1通过管夹15.1与水平杆10.2固定。The upper side of the right end of the horizontal bar 10.2 is used to place the pipeline 16.1, and the pipeline 16.1 is fixed with the horizontal bar 10.2 by the pipe clamp 15.1.

本发明相对于现有技术,具有如下的优点及效果:Compared with the prior art, the present invention has the following advantages and effects:

该抗震支吊架在抗震斜杆5.1及竖杆10.1的下端部安装了碟形弹簧减振组件,具有抗震、减振和加固支吊架的能力;结构简单,易于生产,拆装灵活,便于维修,极大地降低了成本;耐久性好,能应用于恶劣的服役环境;行程短且负载大,可节省安装空间,提升效率。The anti-seismic support and hanger is equipped with a disc spring damping assembly at the lower end of the anti-seismic inclined bar 5.1 and the vertical bar 10.1, which has the ability of anti-seismic, vibration reduction and reinforcement of the support and hanger; the structure is simple, easy to produce, flexible in disassembly and assembly, and convenient Maintenance greatly reduces the cost; good durability, can be used in harsh service environments; short stroke and heavy load, can save installation space and improve efficiency.

碟形弹簧刚度调整快捷,可根据工程需要自由组合成不同刚度的弹簧组,应用范围广泛,实用性强;提供了一种柔性抗震和减振机制,具有良好的抗震减振效能。The disc spring stiffness can be adjusted quickly, and can be freely combined into spring groups with different stiffnesses according to engineering needs. It has a wide range of applications and strong practicability; it provides a flexible anti-seismic and vibration-damping mechanism with good shock-resistance and vibration-damping performance.

附图说明Description of drawings

图1为本发明结构示意图。Fig. 1 is a schematic diagram of the structure of the present invention.

具体实施方式Detailed ways

下面结合具体实施例对本发明作进一步具体详细描述。The present invention will be described in further detail below in conjunction with specific embodiments.

实施例Example

如图1所示。本发明公开了一种基于碟形弹簧减振的抗震支吊架,包括水平杆10.2、竖杆10.1以及抗震斜杆5.1;所述抗震斜杆5.1及竖杆10.1的下端连接在水平撑杆10.2的左端部,其中,斜撑杆5.1铰接于水平撑杆10.2的左端部,竖撑杆10.1通过螺栓连接于水平撑杆10.2的左端部;所述抗震斜杆5.1及竖杆10.1的上端分别与结构层14.1连接;As shown in Figure 1. The invention discloses an anti-seismic support and hanger based on disc spring vibration reduction, which includes a horizontal bar 10.2, a vertical bar 10.1 and an anti-seismic slanting bar 5.1; the lower ends of the anti-seismic slanting bar 5.1 and the vertical bar 10.1 are connected to the horizontal bar 10.2 The left end of the horizontal strut 10.2, wherein the diagonal strut 5.1 is hinged to the left end of the horizontal strut 10.2, and the vertical strut 10.1 is connected to the left end of the horizontal strut 10.2 by bolts; Structural layer 14.1 Connections;

所述抗震斜杆5.1的下端安装有碟形弹簧减振组件。抗震斜杆5.1及竖杆10.1可采用圆形钢筒或者槽钢均可。The lower end of the anti-vibration rod 5.1 is equipped with a disc spring damping assembly. The anti-seismic oblique bar 5.1 and the vertical bar 10.1 can adopt circular steel cylinder or channel steel.

所述碟形弹簧减振组件包括半螺纹定位杆4.2、碟形弹簧6.1;所述半螺纹定位杆4.2的中部为光滑段,两端为螺纹段;The disc spring damping assembly includes a half-thread positioning rod 4.2 and a disc spring 6.1; the middle part of the half-thread positioning rod 4.2 is a smooth section, and both ends are threaded sections;

所述半螺纹定位杆4.2通过定位孔板5.2伸入抗震斜杆5.1内,以定位孔板5.2为界,光滑段的一部分位于抗震斜杆5.1内部,另一部分位于抗震斜杆5.1外部;相应地,碟形弹簧6.1的一部分套设于抗震斜杆5.1内部的光滑段上,另一部分套设于抗震斜杆5.1外部的光滑段上;分别在螺纹段上安装螺母7.1、7.2,将碟形弹簧6.1限制在光滑段上。在外力的作用下,半螺纹定位杆4.2可沿着抗震斜杆5.1的轴向方向往复运动。The half-thread positioning rod 4.2 extends into the anti-seismic oblique rod 5.1 through the positioning orifice plate 5.2, with the positioning orifice plate 5.2 as the boundary, a part of the smooth section is located inside the anti-seismic oblique rod 5.1, and the other part is located outside the anti-seismic oblique rod 5.1; correspondingly , a part of the disc spring 6.1 is sleeved on the smooth section inside the anti-seismic oblique rod 5.1, and the other part is sleeved on the smooth section outside the anti-seismic oblique bar 5.1; nuts 7.1 and 7.2 are installed on the threaded section respectively, and the disc spring 6.1 Restricted to smooth segments. Under the action of external force, the semi-thread positioning rod 4.2 can reciprocate along the axial direction of the anti-seismic inclined rod 5.1.

所述竖杆10.1的下端也安装有碟形弹簧减振组件,其结构与抗震斜杆5.1下端的碟形弹簧减振组件相同,不同之处在于竖杆10.1下端的碟形弹簧减振组件的半螺纹定位杆的螺纹段直接穿过水平杆10.2的上下两侧,并通过螺母固定。The lower end of the vertical bar 10.1 is also equipped with a disc spring damping assembly, which has the same structure as the disc spring damping assembly at the lower end of the anti-seismic oblique bar 5.1, the difference is that the disc spring damping assembly at the lower end of the vertical bar 10.1 is The threaded section of the half-thread positioning rod directly passes through the upper and lower sides of the horizontal rod 10.2, and is fixed by a nut.

碟形弹簧具有耐久性强、行程短,负荷重、占用空间少、拆装灵活等特点,可根据工程需要自由组合成不同刚度的弹簧组,工程实用性强,应用范围广泛,具有良好的抗震减振效能。The disc spring has the characteristics of strong durability, short stroke, heavy load, less space, and flexible assembly and disassembly. It can be freely combined into spring groups with different rigidities according to engineering needs. It has strong engineering practicability, a wide range of applications, and good shock resistance. Vibration damping performance.

所述抗震斜杆5.1相对于竖杆10.1倾斜40°~45°;竖杆10.1与水平杆10.2互相垂直。The anti-seismic oblique bar 5.1 is inclined 40°-45° relative to the vertical bar 10.1; the vertical bar 10.1 and the horizontal bar 10.2 are perpendicular to each other.

竖杆10.1的上端全螺纹吊杆8.1与固定在结构层14.1的第二膨胀螺栓1.2连接。The upper end of the vertical bar 10.1 is connected with the second expansion bolt 1.2 fixed on the structural layer 14.1 with the fully threaded suspender 8.1.

竖杆10.1的长度方向上,分别间隔设置有两个加劲螺栓9.1、9.2。In the length direction of the vertical bar 10.1, two stiffening bolts 9.1, 9.2 are respectively arranged at intervals.

抗震斜杆5.1的上端,依次通过全螺纹杆4.2及上端铰接件2.3与结构层14.1上的固定支座2.1转动铰接;固定支座2.1与固定在结构层14.1上的第一膨胀螺栓1.1固定连接;The upper end of the anti-seismic oblique rod 5.1 is rotationally hinged with the fixed support 2.1 on the structural layer 14.1 through the fully threaded rod 4.2 and the upper hinge 2.3 in turn; the fixed support 2.1 is fixedly connected with the first expansion bolt 1.1 fixed on the structural layer 14.1 ;

全螺纹杆4.2与抗震斜杆5.1的上端部螺纹连接。The fully threaded rod 4.2 is threadedly connected with the upper end of the anti-seismic oblique rod 5.1.

水平杆10.2的右端的上侧用于放置管道16.1,管道16.1通过管夹15.1与水平杆10.2固定。The upper side of the right end of the horizontal bar 10.2 is used to place the pipeline 16.1, and the pipeline 16.1 is fixed with the horizontal bar 10.2 by the pipe clamp 15.1.

本发明可应用于电缆、风管、水管等管道支吊架的抗震与减振。The invention can be applied to the anti-shock and vibration reduction of pipeline supports and hangers such as cables, air pipes and water pipes.

抗震斜撑的拉压刚度由碟形弹簧控制,具有良好的减振抗震能力。碟形弹簧具有耐久性强、行程短,负荷重、占用空间少、拆装灵活等特点。可根据工程实际需求自由组合成不同刚度和数量的碟形弹簧形成不同的抗侧刚度,具有很好的工程实用性。The tensile and compressive stiffness of the anti-seismic brace is controlled by the disc spring, which has good shock-absorbing and anti-vibration capabilities. The disc spring has the characteristics of strong durability, short stroke, heavy load, less space occupation, and flexible assembly and disassembly. Disc springs with different rigidities and quantities can be freely combined according to the actual needs of the project to form different anti-lateral rigidities, which has good engineering practicability.

如上所述,便可较好地实现本发明。As described above, the present invention can be preferably carried out.

本发明的实施方式并不受上述实施例的限制,其他任何未背离本发明的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本发明的保护范围之内。The implementation of the present invention is not limited by the above examples, and any other changes, modifications, substitutions, combinations, and simplifications that do not deviate from the spirit and principles of the present invention should be equivalent replacement methods, and are all included in within the protection scope of the present invention.

Claims (7)

1. a kind of antidetonation suspension and support based on disk spring vibration damping, which is characterized in that including horizon bar (10.2), montant (10.1) And antidetonation brace (5.1);
The lower end of the antidetonation brace (5.1) and montant (10.1) is connected to the left part of triatic stay (10.2), wherein diagonal brace Bar (5.1) is articulated with the left part of triatic stay (10.2), and perpendicular strut (10.1) is bolted to triatic stay (10.2) Left part;The upper end of the antidetonation brace (5.1) and montant (10.1) is connect with structure sheaf (14.1) respectively;
The lower end of the antidetonation brace (5.1) is equipped with disk spring damping assembly;
The disk spring damping assembly includes half-thread locating rod (4.2), disk spring (6.1);The half-thread locating rod (4.2) middle part is smooth section, and both ends are thread segment;
The half-thread locating rod (4.2) is stretched by positioning orifice plate (5.2) in antidetonation brace (5.1), to position orifice plate (5.2) A part for boundary, smooth section is located at antidetonation brace (5.1) inside, and it is external that another part is located at antidetonation brace (5.1);Accordingly The part on ground, disk spring (6.1) is sheathed in the internal smooth section of antidetonation brace (5.1), and another part is sheathed on antidetonation In the external smooth section of brace (5.1);Nut (7.1,7.2) is installed on thread segment respectively, disk spring (6.1) is limited in In smooth section.
2. the antidetonation suspension and support based on disk spring vibration damping according to claim 1, it is characterised in that:The montant (10.1) Lower end disk spring damping assembly, the disk spring damping assembly phase of structure and antidetonation brace (5.1) lower end are also installed Together, the difference is that the thread segment of the half-thread locating rod of the disk spring damping assembly of montant (10.1) lower end directly through The both sides up and down of horizon bar (10.2), and fixed by nut.
3. the antidetonation suspension and support based on disk spring vibration damping according to claim 2, it is characterised in that:The antidetonation brace (5.1) 40 °~45 ° are tilted relative to montant (10.1);Montant (10.1) and horizon bar (10.2) are orthogonal.
4. the antidetonation suspension and support based on disk spring vibration damping according to claim 2, it is characterised in that:Montant (10.1) it is upper End full thread sunpender (8.1) is connect with the second expansion bolt (1.2) for being fixed on structure sheaf (14.1).
5. the antidetonation suspension and support based on disk spring vibration damping according to claim 2, it is characterised in that:The length of montant (10.1) It spends on direction, is respectively provided with two bolts of putting more energy into (9.1,9.2).
6. the antidetonation suspension and support based on disk spring vibration damping according to claim 2, it is characterised in that:Antidetonation brace (5.1) Upper end, pass sequentially through Full threaded rod (4.2) and upper end articulation piece (2.3) and the hold-down support (2.1) on structure sheaf (14.1) Rotation is hinged;Hold-down support (2.1) is fixedly connected with the first expansion bolt (1.1) being fixed on structure sheaf (14.1);
Full threaded rod (4.2) is threadedly coupled with the upper end of antidetonation brace (5.1).
7. the antidetonation suspension and support based on disk spring vibration damping according to claim 2, it is characterised in that:Horizon bar (10.2) For placing pipeline (16.1), pipeline (16.1) is fixed by pipe clamp (15.1) and horizon bar (10.2) for the upside of right end.
CN201810536991.3A 2018-05-30 2018-05-30 A kind of antidetonation suspension and support based on disk spring vibration damping Pending CN108506584A (en)

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CN110260087A (en) * 2018-09-29 2019-09-20 科瑞格建筑环境技术(北京)有限公司 A kind of height-adjustable energy dissipation type damping shock proof bracket
CN110425369A (en) * 2019-08-27 2019-11-08 河南奥斯派克科技有限公司 Damping damping adjusts para-seismic support
CN110848498A (en) * 2019-12-17 2020-02-28 中国船舶重工集团国际工程有限公司 Anti-seismic support hanger based on universal spring damper diagonal brace
CN111853369A (en) * 2020-07-14 2020-10-30 合肥元康环境科技有限公司 Pipeline four-way steel wire rope anti-seismic support system
CN113028151A (en) * 2021-04-16 2021-06-25 江苏新汉诚建筑材料有限公司 Anti-seismic support and hanger loading device

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CN106594395A (en) * 2017-02-14 2017-04-26 青岛恒基永固钢结构有限公司 Anti-seismic support-hanger
CN106969208A (en) * 2017-05-09 2017-07-21 青岛恒基永固钢结构有限公司 A kind of gate antidetonation suspension and support
CN208381503U (en) * 2018-05-30 2019-01-15 华南理工大学 A kind of antidetonation suspension and support based on disk spring vibration damping

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CN101235930A (en) * 2008-02-01 2008-08-06 扬州核威碟形弹簧制造有限公司 Constant spring hanger
CN106594395A (en) * 2017-02-14 2017-04-26 青岛恒基永固钢结构有限公司 Anti-seismic support-hanger
CN106969208A (en) * 2017-05-09 2017-07-21 青岛恒基永固钢结构有限公司 A kind of gate antidetonation suspension and support
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110260087A (en) * 2018-09-29 2019-09-20 科瑞格建筑环境技术(北京)有限公司 A kind of height-adjustable energy dissipation type damping shock proof bracket
CN110425369A (en) * 2019-08-27 2019-11-08 河南奥斯派克科技有限公司 Damping damping adjusts para-seismic support
CN110848498A (en) * 2019-12-17 2020-02-28 中国船舶重工集团国际工程有限公司 Anti-seismic support hanger based on universal spring damper diagonal brace
CN111853369A (en) * 2020-07-14 2020-10-30 合肥元康环境科技有限公司 Pipeline four-way steel wire rope anti-seismic support system
CN111853369B (en) * 2020-07-14 2021-10-26 合肥元康环境科技有限公司 Pipeline four-way steel wire rope anti-seismic support system
CN113028151A (en) * 2021-04-16 2021-06-25 江苏新汉诚建筑材料有限公司 Anti-seismic support and hanger loading device

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Application publication date: 20180907