CN108775448A - A kind of antidetonation suspension and support and method based on rubber damping vibration attenuation - Google Patents
A kind of antidetonation suspension and support and method based on rubber damping vibration attenuation Download PDFInfo
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/16—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
- F16L3/20—Supports 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
- F16L3/205—Supports 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
- F16L3/2056—Supports 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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Abstract
本发明公开了一种基于橡胶阻尼减振的抗震支吊架与方法，包括斜撑杆、竖撑杆、水平撑杆；斜撑杆铰接于水平撑杆的左端部，竖撑杆通过螺杆连接于水平撑杆的左端部；所述斜撑杆及竖撑杆的上端分别与结构层连接；所述上连杆的一端置于套筒上段内部的橡胶柱内，与橡胶柱固定连接；下连杆的一端置于套筒下段内部的橡胶柱内，与橡胶柱固定连接。本抗震支吊架具有结构简单，易于生产，安装方便等特点，极大地降低了成本，可应用于电缆、风管、水管等管道支吊架的抗震减振。本抗震支吊架的斜撑杆由具有粘滞阻尼效应的橡胶填充，提供了一种柔性减振抗震机制，具有耐腐蚀性强和良好的减振抗震能力。
The invention discloses an anti-seismic support hanger and method based on rubber damping and vibration reduction, which comprises a diagonal brace, a vertical brace and a horizontal brace; the diagonal brace is hinged to the left end of the horizontal brace, and the vertical brace is connected by a screw at the left end of the horizontal strut; the upper ends of the diagonal strut and the vertical strut are respectively connected to the structural layer; one end of the upper connecting rod is placed in the rubber column inside the upper section of the sleeve, and is fixedly connected with the rubber column; the lower One end of the connecting rod is placed in the rubber column inside the lower part of the sleeve, and is fixedly connected with the rubber column. The anti-seismic support and hanger has the characteristics of simple structure, easy production, convenient installation, etc., greatly reduces the cost, and can be applied to the anti-seismic and vibration reduction of pipeline supports and hangers such as cables, air pipes, and water pipes. The diagonal struts of the anti-seismic support and hanger are filled with rubber with viscous damping effect, which provides a flexible vibration-absorbing and anti-seismic mechanism, and has strong corrosion resistance and good anti-vibration and anti-seismic ability.
Description
技术领域technical field
本发明涉及建筑机电工程管道的安装、固定领域，尤其涉及一种基于橡胶阻尼减振的抗震支吊架与方法。The invention relates to the field of installation and fixing of construction mechanical and electrical engineering pipelines, in particular to an anti-seismic hanger and method based on rubber damping and 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。目前我国水、电、风厂管道工程普遍使用的是刚性支吊架,在振动较强区域支吊架会产生强烈的震动，严重影响生产运输安全性，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。传统抗震支吊架的结构设计复杂，生产加工难度大，生产成本高，安装效率低，耐腐蚀性差等问题。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 support and hangers are commonly used in pipeline projects in water, electricity, and wind plants in my country. In areas with strong vibration, the support and hanger will generate strong vibrations, which will seriously affect the safety of production and transportation. Once the support and hanger fails, the pipeline will collapse. Accidents will 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. Traditional anti-seismic supports and hangers have complex structural design, difficult production and processing, high production costs, low installation efficiency, and poor corrosion resistance.
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，提供一种结构简单，易于生产，安装方便，成本低廉的基于橡胶阻尼减振的抗震支吊架与方法。The object of the present invention is to overcome the shortcomings and deficiencies of the above-mentioned prior art, and provide a kind of anti-seismic support hanger and method based on rubber damping and vibration reduction with simple structure, easy production, convenient installation and low cost.
本发明通过下述技术方案实现：The present invention realizes through following technical scheme:
一种基于橡胶阻尼减振的抗震支吊架，包括斜撑杆、竖撑杆10.1、水平撑杆10.2；An anti-seismic support and hanger based on rubber damping and vibration reduction, including diagonal struts, vertical struts 10.1, and horizontal struts 10.2;
所述斜撑杆铰接于水平撑杆10.2的左端部，竖撑杆10.1通过螺杆连接于水平撑杆10.2的左端部；所述斜撑杆及竖撑杆10.1的上端分别与结构层12.1连接；The diagonal brace is hinged to the left end of the horizontal brace 10.2, and the vertical brace 10.1 is connected to the left end of the horizontal brace 10.2 through a screw; the upper ends of the diagonal brace and the vertical brace 10.1 are respectively connected to the structural layer 12.1;
所述斜撑杆包括套筒5.1、上连杆4.1、下连杆4.2、橡胶柱6.1；The diagonal brace includes a sleeve 5.1, an upper link 4.1, a lower link 4.2, and a rubber column 6.1;
所述橡胶柱6.1填充在套筒5.1内；The rubber column 6.1 is filled in the sleeve 5.1;
所述上连杆4.1的一端置于套筒5.1上段内部的橡胶柱6.1内，与橡胶柱6.1固定连接；下连杆4.2的一端置于套筒5.1下段内部的橡胶柱6.1内，与橡胶柱6.1固定连接。One end of the upper connecting rod 4.1 is placed in the rubber column 6.1 inside the upper section of the sleeve 5.1, and is fixedly connected with the rubber column 6.1; one end of the lower connecting rod 4.2 is placed in the rubber column 6.1 inside the lower section of the sleeve 5.1, and is connected with the rubber column 6.1. 6.1 Fixed connection.
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的部分，其外表面具有一层凿毛层，该凿毛层表面为粗糙表面，该粗糙表面呈不规则凹凸颗粒状结构层。The part of the upper connecting rod 4.1 and the lower connecting rod 4.2 located in the rubber column 6.1 has a layer of chiseled hair layer on its outer surface. The surface of the chiseled hair layer is a rough surface, and the rough surface is an irregular concave-convex granular structure layer.
所述套筒5.1的内周壁面具有一层凿毛层，该凿毛层表面为粗糙表面，该粗糙表面呈不规则凹凸颗粒状结构层；所述橡胶柱6.1的外表面与凿毛层紧密结合固定在一起。The inner peripheral wall of the sleeve 5.1 has a layer of chiseled hair layer, the surface of the chiseled hair layer is a rough surface, and the rough surface is an irregular concave-convex granular structure layer; the outer surface of the rubber column 6.1 is closely connected to the chiseled hair layer. Combine to hold together.
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的这一段外周面，以及套筒5.1的内周壁面焊接有楔形限位块15.1；The upper connecting rod 4.1 and the lower connecting rod 4.2 are located on the outer peripheral surface of the rubber column 6.1, and the inner peripheral wall of the sleeve 5.1 is welded with a wedge-shaped stopper 15.1;
焊接在上连杆4.1和下连杆4.2上的楔形限位块与焊接在套筒5.1上的楔形限位块，它们的短边彼此相对设置；The wedge-shaped limiting blocks welded on the upper connecting rod 4.1 and the lower connecting rod 4.2 and the wedge-shaped limiting blocks welded on the sleeve 5.1, their short sides are arranged opposite to each other;
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的这一端之间相距3～5cm。The distance between the ends of the upper link 4.1 and the lower link 4.2 located in the rubber column 6.1 is 3-5 cm.
所述竖撑杆10.1的上端通过上端全螺纹吊杆8.1与固定在结构层12.1的第二膨胀螺栓1.2连接；所述竖撑杆10.1的下端通过下端全螺纹吊杆8.2穿过水平撑杆10.2并用螺母固定。The upper end of the vertical strut 10.1 is connected to the second expansion bolt 1.2 fixed on the structural layer 12.1 through the upper fully threaded suspender 8.1; the lower end of the vertical strut 10.1 passes through the horizontal strut 10.2 through the lower fully threaded suspender 8.2 And fix it with nuts.
所述竖撑杆10.1的上段和下段分别设置有加劲螺栓9.1、9.2。Stiffening bolts 9.1, 9.2 are respectively provided on the upper section and the lower section of the vertical strut 10.1.
所述上连杆4.1的另一端通过上端铰接件2.3与固定支座2.1通过销轴转动铰接，固定支座2.1与固定在结构层12.1上的第一膨胀螺栓1.1固定连接。The other end of the upper link 4.1 is pivotally hinged with the fixed support 2.1 through the upper hinge 2.3 and the fixed support 2.1 is fixedly connected with the first expansion bolt 1.1 fixed on the structural layer 12.1.
所述下连杆4.2还包括一截全螺纹连杆4.3，全螺纹连杆4.3的一端通过六角内螺纹套筒7.1与下连杆4.2连接；全螺纹连杆4.3的另一端通过下端铰接件2.4与水平撑杆10.2转动铰接。The lower connecting rod 4.2 also includes a fully threaded connecting rod 4.3, one end of the fully threaded connecting rod 4.3 is connected to the lower connecting rod 4.2 through a hexagonal internal thread sleeve 7.1; the other end of the fully threaded connecting rod 4.3 is connected through the lower hinge 2.4 Rotate and hinge with horizontal strut 10.2.
所述水平撑杆10.2的右端的上侧用于放置管道14.1，管道14.1通过管夹13.1与水平撑杆10.2固定。The upper side of the right end of the horizontal strut 10.2 is used to place the pipeline 14.1, and the pipeline 14.1 is fixed to the horizontal strut 10.2 through the pipe clamp 13.1.
本发明所述斜撑杆加工方法如下：Diagonal brace processing method of the present invention is as follows:
在上连杆4.1和下连杆4.2一端圆周表面加工螺纹，形成螺纹段；另一端圆周表面进行凿毛处理，形成凿毛段；在凿毛段的外周面，以及套筒5.1的内周壁面焊接若干个楔形限位块15.1；接着将上连杆4.1和下连杆4.2的凿毛段，由套筒5.1的两端分别插入其内；上连杆4.1和下连杆4.2的对应端，在轴线方向上相距3～5cm，并保持上连杆4.1、下连杆4.2和套筒5.1的中心线彼此重合；上连杆4.1和下连杆4.2的直径小于套筒5.1的内径；它们之间形成间隙；将热塑性橡胶，加压填筑于上连杆4.1和下连杆4.2与套筒5.1之间的空隙内，经硫化冷却成型后形成具有弹性的橡胶柱6.1，橡胶柱6.1将上连杆4.1和下连杆4.2与套筒5.1之间固定连接，最后得到橡胶阻尼减振的斜撑杆。Threads are processed on the circumferential surface of one end of the upper connecting rod 4.1 and the lower connecting rod 4.2 to form a threaded section; the circumferential surface of the other end is chiseled to form a chiseled section; the outer peripheral surface of the chiseled section and the inner peripheral wall surface of the sleeve 5.1 Weld several wedge-shaped limit blocks 15.1; then insert the chiseled sections of the upper connecting rod 4.1 and the lower connecting rod 4.2 from the two ends of the sleeve 5.1 respectively; the corresponding ends of the upper connecting rod 4.1 and the lower connecting rod 4.2, A distance of 3 to 5 cm in the axial direction, and keep the center lines of the upper connecting rod 4.1, the lower connecting rod 4.2 and the sleeve 5.1 coincident with each other; the diameter of the upper connecting rod 4.1 and the lower connecting rod 4.2 is smaller than the inner diameter of the sleeve 5.1; Gap is formed between them; thermoplastic rubber is pressurized and filled in the gap between the upper connecting rod 4.1 and the lower connecting rod 4.2 and the sleeve 5.1, and after vulcanization and cooling, an elastic rubber column 6.1 is formed, and the rubber column 6.1 will go up The connecting rod 4.1, the lower connecting rod 4.2 and the sleeve 5.1 are fixedly connected, and finally a diagonal brace with rubber damping and vibration reduction is obtained.
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:
本发明抗震支吊架，具有抗震减振，加固支吊架的作用。本发明结构简单，易于生产，安装方便，极大地降低了成本，可应用于电缆、风管、水管等管道支吊架的减振和抗震需求，因抗震斜撑由具有粘滞阻尼效应的橡胶填充，并在上下连杆一端圆周表面进行凿毛处理，以及若干个楔形限位块的设置，使得本发明具有良好的减振效能和抗震能力。橡胶的耐腐蚀性强，更能应于服役环境恶劣的管网支吊架的抗震和减振。The anti-seismic support and hanger of the present invention has the functions of anti-seismic vibration reduction and reinforcement of the support and hanger. The invention is simple in structure, easy to produce, easy to install, and greatly reduces the cost. Filling, roughening treatment on the peripheral surface of one end of the upper and lower connecting rods, and the setting of several wedge-shaped limit blocks make the present invention have good vibration damping performance and shock resistance. The corrosion resistance of rubber is strong, and it is more suitable for the shock resistance and vibration reduction of the pipe network support and hanger in the harsh service environment.
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.
图2为斜撑杆结构示意图。Figure 2 is a schematic diagram of the structure of the diagonal brace.
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1-2所示。本发明公开了一种基于橡胶阻尼减振的抗震支吊架，包括斜撑杆、竖撑杆10.1、水平撑杆10.2；As shown in Figure 1-2. The invention discloses an anti-seismic support and hanger based on rubber damping and vibration reduction, which includes a diagonal brace, a vertical brace 10.1, and a horizontal brace 10.2;
所述斜撑杆铰接于水平撑杆10.2的左端部，竖撑杆10.1通过螺杆连接于水平撑杆10.2的左端部；所述斜撑杆及竖撑杆10.1的上端分别与结构层12.1连接；水平撑杆10.2一般采用槽钢构件。The diagonal brace is hinged to the left end of the horizontal brace 10.2, and the vertical brace 10.1 is connected to the left end of the horizontal brace 10.2 through a screw; the upper ends of the diagonal brace and the vertical brace 10.1 are respectively connected to the structural layer 12.1; The horizontal strut 10.2 generally adopts channel steel components.
所述斜撑杆包括套筒5.1、上连杆4.1、下连杆4.2、橡胶柱6.1；The diagonal brace includes a sleeve 5.1, an upper link 4.1, a lower link 4.2, and a rubber column 6.1;
所述橡胶柱6.1填充在套筒5.1内；The rubber column 6.1 is filled in the sleeve 5.1;
所述上连杆4.1的一端置于套筒5.1上段内部的橡胶柱6.1内，与橡胶柱6.1固定连接；下连杆4.2的一端置于套筒5.1下段内部的橡胶柱6.1内，与橡胶柱6.1固定连接。One end of the upper connecting rod 4.1 is placed in the rubber column 6.1 inside the upper section of the sleeve 5.1, and is fixedly connected with the rubber column 6.1; one end of the lower connecting rod 4.2 is placed in the rubber column 6.1 inside the lower section of the sleeve 5.1, and is connected with the rubber column 6.1. 6.1 Fixed connection.
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的部分，其外表面具有一层凿毛层，该凿毛层表面为粗糙表面，该粗糙表面呈不规则凹凸颗粒状结构层。The part of the upper connecting rod 4.1 and the lower connecting rod 4.2 located in the rubber column 6.1 has a layer of chiseled hair layer on its outer surface. The surface of the chiseled hair layer is a rough surface, and the rough surface is an irregular concave-convex granular structure layer.
所述套筒5.1的内周壁面具有一层凿毛层，该凿毛层表面为粗糙表面，该粗糙表面呈不规则凹凸颗粒状结构层；所述橡胶柱6.1的外表面与凿毛层紧密结合固定在一起。The inner peripheral wall of the sleeve 5.1 has a layer of chiseled hair layer, the surface of the chiseled hair layer is a rough surface, and the rough surface is an irregular concave-convex granular structure layer; the outer surface of the rubber column 6.1 is closely connected to the chiseled hair layer. Combine to hold together.
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的这一段外周面，以及套筒5.1的内周壁面焊接有楔形限位块15.1；The upper connecting rod 4.1 and the lower connecting rod 4.2 are located on the outer peripheral surface of the rubber column 6.1, and the inner peripheral wall of the sleeve 5.1 is welded with a wedge-shaped stopper 15.1;
焊接在上连杆4.1和下连杆4.2上的楔形限位块与焊接在套筒5.1上的楔形限位块，它们的短边彼此相对设置；The wedge-shaped limiting blocks welded on the upper connecting rod 4.1 and the lower connecting rod 4.2 and the wedge-shaped limiting blocks welded on the sleeve 5.1, their short sides are arranged opposite to each other;
所述上连杆4.1和下连杆4.2位于橡胶柱6.1内的这一端之间相距3～5cm。The distance between the ends of the upper link 4.1 and the lower link 4.2 located in the rubber column 6.1 is 3-5 cm.
所述竖撑杆10.1的上端通过上端全螺纹吊杆8.1与固定在结构层12.1的第二膨胀螺栓1.2连接；所述竖撑杆10.1的下端通过下端全螺纹吊杆8.2穿过水平撑杆10.2并用螺母固定。The upper end of the vertical strut 10.1 is connected to the second expansion bolt 1.2 fixed on the structural layer 12.1 through the upper fully threaded suspender 8.1; the lower end of the vertical strut 10.1 passes through the horizontal strut 10.2 through the lower fully threaded suspender 8.2 And fix it with nuts.
所述竖撑杆10.1的上段和下段分别设置有加劲螺栓9.1、9.2。Stiffening bolts 9.1, 9.2 are respectively provided on the upper section and the lower section of the vertical strut 10.1.
所述上连杆4.1的另一端通过上端铰接件2.3与固定支座2.1通过销轴转动铰接，固定支座2.1与固定在结构层12.1上的第一膨胀螺栓1.1固定连接。The other end of the upper link 4.1 is pivotally hinged with the fixed support 2.1 through the upper hinge 2.3 and the fixed support 2.1 is fixedly connected with the first expansion bolt 1.1 fixed on the structural layer 12.1.
所述下连杆4.2还包括一截全螺纹连杆4.3，全螺纹连杆4.3的一端通过六角内螺纹套筒7.1与下连杆4.2连接；全螺纹连杆4.3的另一端通过下端铰接件2.4与水平撑杆10.2转动铰接。The lower connecting rod 4.2 also includes a fully threaded connecting rod 4.3, one end of the fully threaded connecting rod 4.3 is connected to the lower connecting rod 4.2 through a hexagonal internal thread sleeve 7.1; the other end of the fully threaded connecting rod 4.3 is connected through the lower hinge 2.4 Rotate and hinge with horizontal strut 10.2.
所述水平撑杆10.2的右端的上侧用于放置管道14.1，管道14.1通过管夹13.1与水平撑杆10.2固定。The upper side of the right end of the horizontal strut 10.2 is used to place the pipeline 14.1, and the pipeline 14.1 is fixed to the horizontal strut 10.2 through the pipe clamp 13.1.
本发明斜撑杆加工方法如下：Diagonal strut processing method of the present invention is as follows:
在上连杆4.1和下连杆4.2一端圆周表面加工螺纹，形成螺纹段；另一端圆周表面进行凿毛处理，形成凿毛段；在凿毛段的外周面，以及套筒5.1的内周壁面焊接若干个楔形限位块15.1；接着将上连杆4.1和下连杆4.2的凿毛段，由套筒5.1的两端分别插入其内；上连杆4.1和下连杆4.2的对应端，在轴线方向上相距3～5cm，并保持上连杆4.1、下连杆4.2和套筒5.1的中心线彼此重合；上连杆4.1和下连杆4.2的直径小于套筒5.1的内径；它们之间形成间隙；将热塑性橡胶，加压填筑于上连杆4.1和下连杆4.2与套筒5.1之间的空隙内，经硫化冷却成型后形成具有弹性的橡胶柱6.1，橡胶柱6.1将上连杆4.1和下连杆4.2与套筒5.1之间固定连接，最后得到橡胶阻尼减振的斜撑杆。Threads are processed on the circumferential surface of one end of the upper connecting rod 4.1 and the lower connecting rod 4.2 to form a threaded section; the circumferential surface of the other end is chiseled to form a chiseled section; the outer peripheral surface of the chiseled section and the inner peripheral wall surface of the sleeve 5.1 Weld several wedge-shaped limit blocks 15.1; then insert the chiseled sections of the upper connecting rod 4.1 and the lower connecting rod 4.2 from the two ends of the sleeve 5.1 respectively; the corresponding ends of the upper connecting rod 4.1 and the lower connecting rod 4.2, A distance of 3 to 5 cm in the axial direction, and keep the center lines of the upper connecting rod 4.1, the lower connecting rod 4.2 and the sleeve 5.1 coincident with each other; the diameter of the upper connecting rod 4.1 and the lower connecting rod 4.2 is smaller than the inner diameter of the sleeve 5.1; Gap is formed between them; thermoplastic rubber is pressurized and filled in the gap between the upper connecting rod 4.1 and the lower connecting rod 4.2 and the sleeve 5.1, and after vulcanization and cooling, an elastic rubber column 6.1 is formed, and the rubber column 6.1 will go up The connecting rod 4.1, the lower connecting rod 4.2 and the sleeve 5.1 are fixedly connected, and finally a diagonal brace with rubber damping and vibration reduction is obtained.
橡胶柱6.1与钢构件套筒5.1、上连杆4.1和下连杆4.2叠合后硫化制备工艺后，具有优良的抗震减振效能，且抗腐蚀性强。The rubber column 6.1 is laminated with the steel component sleeve 5.1, the upper link 4.1 and the lower link 4.2, and after the vulcanization preparation process, it has excellent anti-vibration performance and strong corrosion resistance.
本发明抗震支吊架仅示出左半部分结构，实际应用中可为一左右对称结构设置，也可根据支吊架的抗震减振需求，采用单侧、多向等布置形式。本发明抗震支吊架可应用于电缆、风管、水管等管道支吊架的抗震与减振。The anti-seismic support and hanger of the present invention only shows the structure of the left half. In practical application, it can be arranged as a left-right symmetrical structure, and can also be arranged in one-sided or multi-directional arrangement according to the anti-seismic and vibration reduction requirements of the support and hanger. The anti-seismic support and hanger of the invention can be applied to the anti-seismic and vibration reduction of the support and hanger of pipelines such as cables, air pipes and water pipes.
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 (10)
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Application publication date: 20181109 |