CN205191146U - An antidetonation gallows of anti horizontal earthquake power - Google Patents
An antidetonation gallows of anti horizontal earthquake power Download PDFInfo
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- CN205191146U CN205191146U CN201520936649.4U CN201520936649U CN205191146U CN 205191146 U CN205191146 U CN 205191146U CN 201520936649 U CN201520936649 U CN 201520936649U CN 205191146 U CN205191146 U CN 205191146U
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Abstract
Description
技术领域 technical field
本实用新型涉及抗震领域,特别涉及一种抗横向地震力的抗震支吊架。 The utility model relates to the anti-seismic field, in particular to an anti-seismic support and hanger against lateral earthquake force.
背景技术 Background technique
现有的抗震支吊架的设计,通常将重点放在抗竖直方向的地震力上,但是发送地震时,建筑物不仅会上下震动,同时也会左右摇摆,由于现有的抗震支吊架不具备抗横向地震力的能力,地震时,横向地震力极易给抗震支吊架造成损害,危及生命财产安全。 The design of existing anti-seismic supports and hangers usually focuses on the anti-seismic force in the vertical direction, but when an earthquake is sent, the building will not only vibrate up and down, but also swing left and right at the same time, because the existing anti-seismic supports and hangers It does not have the ability to resist lateral seismic force. During an earthquake, the lateral seismic force can easily cause damage to the seismic support and hanger, endangering the safety of life and property.
另外,目前抗震支吊架的产品性能没有统一标准,产品的连接尺寸需要根据工程现场需要进行材料切割,在安装中由于受到安装位置发生改变或安装高度需要少量调整,原切割好的材料就不能使用,造成材料的极大浪费,导致安装成本高,安装效率低。 In addition, there is no uniform standard for the product performance of the seismic support and hanger at present. The connection size of the product needs to be cut according to the needs of the project site. During the installation, due to the change of the installation position or the need for a small amount of adjustment in the installation height, the original cut material cannot be used. use, resulting in a great waste of materials, resulting in high installation costs and low installation efficiency.
可见,现有技术还有待改进和提高。 It can be seen that the prior art still needs to be improved and enhanced.
实用新型内容 Utility model content
鉴于上述现有技术的不足之处,本实用新型的目的在于提供一种抗横向地震力的抗震支吊架,可缓冲横向地震力对抗震支吊架的影响。 In view of the deficiencies of the above-mentioned prior art, the purpose of this utility model is to provide an anti-seismic support and hanger against lateral seismic force, which can buffer the influence of lateral seismic force on the anti-seismic support and hanger.
为了达到上述目的,本实用新型采取了以下技术方案: In order to achieve the above object, the utility model has taken the following technical solutions:
一种抗横向地震力的抗震支吊架,包括斜撑,所述斜撑上设置有阻尼器。 An anti-seismic support and hanger for resisting lateral earthquake force includes a diagonal brace, and a damper is arranged on the diagonal brace.
所述的抗横向地震力的抗震支吊架中,所述阻尼器为粘滞阻尼器。 In the anti-seismic support and hanger against lateral earthquake force, the damper is a viscous damper.
所述的抗横向地震力的抗震支吊架中,所述阻尼器为液压阻尼器。 In the anti-seismic support and hanger against lateral earthquake force, the damper is a hydraulic damper.
所述的抗横向地震力的抗震支吊架中,所述阻尼器为弹簧阻尼器。 In the anti-seismic support and hanger against lateral earthquake force, the damper is a spring damper.
所述的抗横向地震力的抗震支吊架中,所述斜撑还包括上吊杆和下吊杆,所述上吊杆的顶端固定在外界物体上,所述上吊杆的底端通过螺栓与所述阻尼器的一端固定连接,所述下吊杆的一端通过螺栓与所述阻尼器的另一端固定连接。 In the anti-seismic support and hanger against lateral earthquake force, the diagonal brace also includes an upper boom and a lower boom, the top of the upper boom is fixed on an external object, and the bottom end of the upper boom is connected to the One end of the damper is fixedly connected, and one end of the lower suspension rod is fixedly connected with the other end of the damper through bolts.
所述的抗横向地震力的抗震支吊架中,所述上吊杆和下吊杆均包括U形杆件;所述U形杆件与阻尼器固定连接的一端的两个相对设置的侧边上设置有矩形凹槽,两个矩形凹槽对称设置,且卡合一个设置有螺纹孔的固定板,所述U形杆件的底面对应所述螺纹孔的位置设置有供螺栓穿过的圆孔;所述阻尼器的两个端部设置有U形槽钢和设置有供螺栓通过的圆孔的U形盖板,所述U形盖板盖合在所述U形槽钢的开口侧,所述U形槽钢相对的两个侧边向内弯折有用于定位的定位凹槽;所述U形杆件与U形槽钢连接的一端被U形槽钢包覆,所述U形杆件的两个相对设置的侧边卡合在U形槽钢的定位凹槽内;螺栓依次穿过U形盖板的圆孔、固定板的螺纹孔和U形杆件的圆孔、并抵住U形槽钢,将上吊杆固定在所述阻尼器的一端、下吊杆固定在所述阻尼器的另一端。 In the anti-seismic support and hanger against lateral seismic force, both the upper boom and the lower boom include U-shaped rods; the two opposite sides of the end of the U-shaped rod fixedly connected to the damper There are rectangular grooves on the top, two rectangular grooves are symmetrically arranged, and a fixed plate with threaded holes is engaged, and the bottom surface of the U-shaped bar is provided with circles for bolts to pass through at positions corresponding to the threaded holes. hole; the two ends of the damper are provided with U-shaped channel steel and a U-shaped cover plate provided with round holes for bolts to pass through, and the U-shaped cover plate is covered on the opening side of the U-shaped channel steel , the two opposite sides of the U-shaped channel are bent inwardly with positioning grooves for positioning; the end of the U-shaped bar connected to the U-shaped channel is covered by the U-shaped channel, and the U The two opposite sides of the bar are engaged in the positioning groove of the U-shaped channel steel; the bolts pass through the round hole of the U-shaped cover plate, the threaded hole of the fixing plate and the round hole of the U-shaped bar in turn. And against the U-shaped channel steel, the upper suspension rod is fixed on one end of the damper, and the lower suspension rod is fixed on the other end of the damper.
所述的抗横向地震力的抗震支吊架中,所述螺栓为尖头螺栓。 In the anti-seismic support and hanger against lateral earthquake force, the bolts are pointed bolts.
所述的抗横向地震力的抗震支吊架中,所述上吊杆和下吊杆还包括底座,所述上吊杆的U形杆件与上吊杆的底座铰接;所述下吊杆的U形杆件与下吊杆的底座铰接。 In the anti-seismic support and hanger against lateral earthquake force, the upper boom and the lower boom also include a base, and the U-shaped bar of the upper boom is hinged with the base of the upper boom; The rod is hinged to the base of the lower boom.
所述的抗横向地震力的抗震支吊架中,所述抗震支吊架还包括第一立柱,所述第一立柱竖直设置,所述第一立柱的顶端固定在外界物体上,所述第一立柱的底端与所述斜撑固定。 In the anti-seismic support and hanger against lateral earthquake force, the anti-seismic support and hanger also includes a first column, the first column is vertically arranged, and the top of the first column is fixed on an external object, the The bottom end of the first column is fixed to the diagonal brace.
所述的抗横向地震力的抗震支吊架中,所述第一立柱包括两个U形杆件、U形槽钢和设置有供螺栓通过的圆孔的U形盖板,所述U形盖板盖合在所述U形槽钢的开口侧;两个U形杆件分别固定在U形槽钢的两端;所述U形杆件与U形槽钢连接的一端的两个相对设置的侧边上设置有矩形凹槽,两个矩形凹槽对称设置,且卡合一个设置有螺纹孔的固定板,所述U形杆件的底面对应所述螺纹孔的位置设置有供螺栓穿过的圆孔;所述U形槽钢相对的两个侧边向内弯折有用于定位的定位凹槽;所述U形杆件与U形槽钢连接的一端被U形槽钢包覆,所述U形杆件的两个相对设置的侧边卡合在U形槽钢的定位凹槽内;螺栓依次穿过U形盖板的圆孔、固定板的螺纹孔和U形杆件的圆孔、并抵住U形槽钢,将U形杆件固定在所述U形槽钢内。 In the anti-seismic support and hanger against lateral earthquake force, the first column includes two U-shaped rods, U-shaped channel steel and a U-shaped cover plate provided with round holes for bolts to pass through, and the U-shaped The cover plate is closed on the opening side of the U-shaped channel steel; two U-shaped rods are respectively fixed on the two ends of the U-shaped channel steel; two opposite ends of the U-shaped rod connected with the U-shaped channel steel The set side is provided with a rectangular groove, two rectangular grooves are arranged symmetrically, and a fixed plate provided with a threaded hole is engaged, and the bottom surface of the U-shaped bar is provided with a bolt for the position corresponding to the threaded hole. The round hole that passes through; the two opposite sides of the U-shaped channel steel are bent inwards with positioning grooves for positioning; the end of the U-shaped bar connected to the U-shaped channel steel is wrapped by the U-shaped channel steel Covering, the two opposite sides of the U-shaped bar are engaged in the positioning groove of the U-shaped channel steel; the bolts pass through the round hole of the U-shaped cover plate, the threaded hole of the fixing plate and the U-shaped bar in sequence The round hole of the piece, and against the U-shaped channel steel, the U-shaped bar is fixed in the said U-shaped channel steel.
相较于现有技术,本实用新型提供的一种抗横向地震力的抗震支吊架,包括斜撑,所述斜撑上设置有阻尼器。本实用新型通过在斜撑上设置阻尼器,有效的缓冲了横向地震力对抗震支吊架的影响,提高了抗震支吊架的抗震能力。 Compared with the prior art, the utility model provides an anti-seismic support and hanger against lateral earthquake force, which includes a diagonal brace, and a damper is arranged on the diagonal brace. The utility model effectively buffers the influence of lateral earthquake force on the anti-seismic support and hanger by arranging the damper on the diagonal brace, and improves the anti-seismic ability of the anti-seismic support and hanger.
附图说明 Description of drawings
图1为本实用新型提供的抗横向地震力的抗震支吊架的结构图。 Fig. 1 is the structural diagram of the anti-seismic support and hanger against lateral earthquake force provided by the utility model.
图2为本实用新型提供的抗横向地震力的抗震支吊架中,阻尼器的截面图。 Fig. 2 is a cross-sectional view of the damper in the anti-shock support and hanger against lateral earthquake force provided by the utility model.
图3为本实用新型提供的抗横向地震力的抗震支吊架中,上吊杆的结构图。 Fig. 3 is a structural diagram of the upper boom in the anti-horizontal seismic force anti-seismic support and hanger provided by the utility model.
图4为本实用新型提供的抗横向地震力的抗震支吊架中,阻尼器的结构图。 Fig. 4 is a structural diagram of the damper in the anti-shock support and hanger against lateral earthquake force provided by the utility model.
图5为本实用新型提供的抗横向地震力的抗震支吊架中,U形槽钢的横截面的截面图。 Fig. 5 is a cross-sectional view of a U-shaped channel steel in the anti-shock support and hanger against lateral earthquake force provided by the present invention.
图6为本实用新型提供的抗横向地震力的抗震支吊架中,第一立柱的爆炸图。 Fig. 6 is an exploded view of the first column in the anti-seismic support and hanger against lateral seismic force provided by the utility model.
具体实施方式 detailed description
本实用新型提供一种抗横向地震力的抗震支吊架,为使本实用新型的目的、技术方案及效果更加清楚、明确,以下参照附图并举实施例对本实用新型进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。 The utility model provides an anti-seismic support and hanger against lateral seismic force. In order to make the purpose, technical solution and effect of the utility model clearer and clearer, the utility model will be further described in detail with reference to the accompanying drawings and examples below. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.
请参阅图1,本实用新型提供的抗横向地震力的抗震支吊架,包括斜撑1,所述斜撑1上设置有阻尼器10。换而言之,所述抗震支吊架倾斜设置的斜撑1上设置有阻尼器10,有效的缓冲了横向地震力和竖向地震力对抗震支吊架的冲击,使所述抗震支吊架具备了抗横向地震力的能力,进一步强化了抗竖向地震力的能力,提高了抗震支吊架整体的抗震能力。 Please refer to FIG. 1 , the anti-seismic support and hanger against lateral seismic force provided by the utility model includes a brace 1 on which a damper 10 is arranged. In other words, the oblique brace 1 of the anti-seismic support and hanger is provided with a damper 10, which effectively buffers the impact of lateral seismic force and vertical seismic force on the anti-seismic support and hanger, so that the anti-seismic support and hanger The frame has the ability to resist lateral earthquake force, further strengthens the ability to resist vertical earthquake force, and improves the overall earthquake resistance of the anti-seismic support and hanger.
请一并参阅图2,本实施例中,所述阻尼器10为液压阻尼器。在其他实施例中,所述阻尼器10还可以是粘滞阻尼器或弹簧阻尼器。 Please also refer to FIG. 2 , in this embodiment, the damper 10 is a hydraulic damper. In other embodiments, the damper 10 can also be a viscous damper or a spring damper.
所述斜撑1还包括上吊杆20和下吊杆30,所述上吊杆20的顶端固定在外界物体上(如建筑物墙体上),所述上吊杆20的底端通过螺栓与所述阻尼器10的一端固定连接,所述下吊杆30的一端通过螺栓与所述阻尼器10的另一端固定连接。 The brace 1 also includes an upper boom 20 and a lower boom 30, the top of the upper boom 20 is fixed on an external object (such as a building wall), and the bottom end of the upper boom 20 is connected to the One end of the damper 10 is fixedly connected, and one end of the lower suspension rod 30 is fixedly connected with the other end of the damper 10 by bolts.
进一步的,请一并参阅图3、图4和图5,所述上吊杆20和下吊杆30均包括U形杆件220;所述U形杆件220与阻尼器10固定连接的一端的两个相对设置的侧边221上设置有矩形凹槽222,两个矩形凹槽222对称设置,且卡合一个设置有螺纹孔的固定板223,所述U形杆件220的底面对应所述螺纹孔的位置设置有供螺栓120穿过的圆孔224;所述阻尼器10的两个端部设置(焊接)有U形槽钢110和设置有供螺栓120通过的圆孔的U形盖板130,所述U形盖板130盖合在所述U形槽钢110的开口侧111,所述U形槽钢110相对的两个侧边112向内弯折有用于定位的定位凹槽113;所述U形杆件220与U形槽钢110连接的一端被U形槽钢包覆,所述U形杆件220的两个相对设置的侧边221卡合在U形槽钢110的定位凹槽113内;螺栓120依次穿过U形盖板130的圆孔、固定板223的螺纹孔和U形杆件220的圆孔224、并抵住U形槽钢110,将上吊杆20固定在所述阻尼器10的一端、下吊杆30固定在所述阻尼器10的另一端。所述U形杆件220可以在U形槽钢110内滑动,便于调节斜撑1的安装和调节长度。换而言之,安装人员只需调节U形盖板在U形槽钢上的位置,即可改变斜撑的长度,使抗震支吊架的长度可调,这样,所述抗震支吊架就具有了相当大的适用范围,可以满足现场安装过程中尺寸的调整,避免了材料的大量浪费,也有利于统一生产、运输和包装。 Further, please refer to FIG. 3 , FIG. 4 and FIG. 5 together. Both the upper boom 20 and the lower boom 30 include a U-shaped rod 220 ; Rectangular grooves 222 are arranged on the two opposite sides 221, and the two rectangular grooves 222 are arranged symmetrically, and engage with a fixed plate 223 provided with threaded holes. The bottom surface of the U-shaped bar 220 corresponds to the The position of the threaded hole is provided with a round hole 224 for the bolt 120 to pass through; the two ends of the damper 10 are provided (welded) with a U-shaped channel steel 110 and a U-shaped cover provided with a round hole for the bolt 120 to pass through plate 130, the U-shaped cover plate 130 covers the opening side 111 of the U-shaped channel steel 110, and the two opposite sides 112 of the U-shaped channel steel 110 are bent inwardly with positioning grooves for positioning 113; the end of the U-shaped bar 220 connected to the U-shaped channel steel 110 is covered by the U-shaped channel steel, and the two opposite sides 221 of the U-shaped bar 220 are engaged with the U-shaped channel steel 110 In the positioning groove 113; the bolt 120 passes through the round hole of the U-shaped cover plate 130, the threaded hole of the fixing plate 223 and the round hole 224 of the U-shaped bar 220 in turn, and resists the U-shaped channel steel 110, and the upper boom 20 is fixed at one end of the damper 10 , and the lower suspension rod 30 is fixed at the other end of the damper 10 . The U-shaped bar 220 can slide in the U-shaped channel steel 110 , which is convenient for adjusting the installation and length of the brace 1 . In other words, the installer only needs to adjust the position of the U-shaped cover plate on the U-shaped channel steel to change the length of the diagonal brace so that the length of the anti-seismic support and hanger can be adjusted. In this way, the anti-seismic support and hanger It has a considerable scope of application, which can meet the size adjustment during on-site installation, avoids a lot of waste of materials, and is also conducive to unified production, transportation and packaging.
进一步的,所述螺栓120为尖头螺栓,尖头螺栓安装后与U形槽钢110的底部呈变形接触,增强承载力。 Further, the bolts 120 are pointed bolts, and after being installed, the pointed bolts are in deformed contact with the bottom of the U-shaped channel steel 110 to enhance the bearing capacity.
所述上吊杆20和下吊杆30还包括底座210,所述上吊杆20的U形杆件220与上吊杆的底座210铰接;所述上吊杆的底座210用于固定在墙体上。所述下吊杆的U形杆件220与下吊杆的底座210铰接;所述下吊杆的底座210用于固定管道或者固定在立柱上。即,所述上吊杆20和下吊杆30结构相同,只是安装的位置不同。 The upper boom 20 and the lower boom 30 also include a base 210, the U-shaped bar 220 of the upper boom 20 is hinged to the base 210 of the upper boom; the base 210 of the upper boom is used to be fixed on a wall. The U-shaped bar 220 of the lower boom is hinged to the base 210 of the lower boom; the base 210 of the lower boom is used for fixing the pipeline or on the column. That is, the structure of the upper boom 20 and the lower boom 30 are the same, but the installation positions are different.
请继续参阅图1,所述抗震支吊架还包括第一立柱2,所述第一立柱2竖直设置,所述第一立柱2的顶端固定在外界物体上,所述第一立柱2的底端与所述斜撑1固定,即,所述斜撑1下吊杆30的底座210固定在(通过螺栓固定)所述第一立柱2的底端。所述斜撑1和第一立柱2组成一个单管支吊架,当然,所述斜撑还可与多个第一立柱2组合,形成门型支吊架等,本实用新型不作限定。 Please continue to refer to Fig. 1, the anti-seismic support and hanger also includes a first column 2, the first column 2 is vertically arranged, the top of the first column 2 is fixed on an external object, and the top of the first column 2 The bottom end is fixed to the diagonal brace 1 , that is, the base 210 of the suspension rod 30 of the diagonal brace 1 is fixed (fixed by bolts) to the bottom end of the first column 2 . The diagonal brace 1 and the first column 2 form a single pipe support and hanger. Of course, the diagonal brace can also be combined with a plurality of first columns 2 to form a door-shaped support and hanger, which is not limited by the present invention.
请参阅图6,本实施例中,所述第一立柱2包括两个如上所述的U形杆件220、如上所述的U形槽钢110和如上所述的设置有供螺栓120通过的圆孔的U形盖板130,所述U形盖板130有两个,所述U形盖板130盖合在所述U形槽钢110的开口侧;两个U形杆件220分别固定在U形槽钢110的两端;所述U形杆件220与U形槽钢110连接的一端的两个相对设置的侧边上设置有矩形凹槽,两个矩形凹槽对称设置,且卡合一个设置有螺纹孔的固定板,所述U形杆件220的底面对应所述螺纹孔的位置设置有供螺栓穿过的圆孔;所述U形槽钢110相对的两个侧边向内弯折有用于定位的定位凹槽;所述U形杆件220与U形槽钢110连接的一端被U形槽钢110包覆,所述U形杆件220的两个相对设置的侧边卡合在U形槽钢110的定位凹槽内;螺栓120依次穿过U形盖板130的圆孔、固定板的螺纹孔和U形杆件220的圆孔、并抵住U形槽钢110,将U形杆件220固定在所述U形槽钢110内。 Please refer to FIG. 6 , in this embodiment, the first column 2 includes two U-shaped rods 220 as described above, the U-shaped channel steel 110 as described above and the bolt 120 as described above. There are two U-shaped cover plates 130 for round holes, and the U-shaped cover plates 130 cover the opening side of the U-shaped channel steel 110; the two U-shaped rods 220 are respectively fixed At the two ends of the U-shaped channel steel 110; the two opposite sides of the end of the U-shaped bar 220 connected to the U-shaped channel steel 110 are provided with rectangular grooves, and the two rectangular grooves are arranged symmetrically, and Engage a fixing plate provided with a threaded hole, and the bottom surface of the U-shaped bar 220 is provided with a circular hole for bolts to pass through corresponding to the position of the threaded hole; the two opposite sides of the U-shaped channel steel 110 There are positioning grooves for positioning that are bent inward; one end of the U-shaped bar 220 connected to the U-shaped channel steel 110 is covered by the U-shaped channel steel 110, and the two oppositely arranged The side is engaged in the positioning groove of the U-shaped channel steel 110; the bolt 120 passes through the round hole of the U-shaped cover plate 130, the threaded hole of the fixing plate and the round hole of the U-shaped bar 220 in turn, and against the U-shaped The channel steel 110 fixes the U-shaped bar 220 in the U-shaped channel steel 110 .
同样的,所述U形杆件220可以在U形槽钢110内滑动,便于调节第一立柱2的安装和调节长度。所述第一立柱2具有用于固定在外界物体(如墙体)上的第一底座310和用于固定管道的第二底座320。所述第一底座310焊接固定在U形杆件220远离U形槽钢110的一端,所述第二底座320焊接固定在另一U形杆件220远离U形槽钢110的一端。 Similarly, the U-shaped bar 220 can slide in the U-shaped channel steel 110 , which is convenient for adjusting the installation and length of the first column 2 . The first column 2 has a first base 310 for fixing on an external object (such as a wall) and a second base 320 for fixing a pipe. The first base 310 is welded and fixed on the end of the U-shaped bar 220 away from the U-shaped channel steel 110 , and the second base 320 is welded and fixed on the end of the other U-shaped bar 220 away from the U-shaped channel steel 110 .
由此可知,所述第一立柱与斜撑相比,除两个底座结构不同、没有阻尼器外,其他结构相同,这样设置,可大幅减少抗震支吊架的组件的种类,有利于组件的标准化,提高了安装和拆卸的效率。 It can be seen that, compared with the diagonal bracing, the first upright column has the same structure except that the two base structures are different and there is no damper. Such setting can greatly reduce the types of components of the anti-seismic support hanger, which is beneficial to the components. Standardization improves the efficiency of installation and removal.
当然,在其他实施例中,所述第一立柱2可设置如上所述的阻尼器,斜撑和立柱均采用阻尼器,不仅可提高抗震能力,同样能实现长度可调。 Of course, in other embodiments, the first column 2 can be provided with the above-mentioned damper, and both the diagonal brace and the column use dampers, which can not only improve the shock resistance, but also achieve adjustable length.
可以理解的是,对本领域普通技术人员来说,可以根据本实用新型的技术方案及其实用新型构思加以等同替换或改变,而所有这些改变或替换都应属于本实用新型所附的权利要求的保护范围。 It can be understood that those skilled in the art can make equivalent replacements or changes according to the technical solution of the utility model and its utility model concept, and all these changes or replacements should belong to the appended claims of the utility model protected range.
Claims (10)
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| CN201520936649.4U CN205191146U (en) | 2015-11-23 | 2015-11-23 | An antidetonation gallows of anti horizontal earthquake power |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106285141A (en) * | 2016-09-22 | 2017-01-04 | 贾玉杰 | A kind of novel finished product antidetonation suspension and support and using method thereof |
| CN107784800A (en) * | 2016-08-26 | 2018-03-09 | 江苏奇佩建筑装配科技有限公司 | Antidetonation suspension and support intelligence managing and control system |
| CN107781510A (en) * | 2016-08-26 | 2018-03-09 | 江苏奇佩建筑装配科技有限公司 | Antidetonation suspension and support |
| CN108317160A (en) * | 2018-04-03 | 2018-07-24 | 北京市市政四建设工程有限责任公司 | A kind of universal oblique pull part of antidetonation |
| CN110397794A (en) * | 2019-08-20 | 2019-11-01 | 中国地震局工程力学研究所 | A kind of viscoplasticity shock bracket |
| CN112944184A (en) * | 2021-03-09 | 2021-06-11 | 贵州航天新力科技有限公司 | Integral transverse vibration-resistant support hanger |
| CN114151615A (en) * | 2021-12-02 | 2022-03-08 | 浙江索而金属材料有限公司 | A shock-absorbing bracket for fixing heat pipes |
| CN115574153A (en) * | 2022-10-27 | 2023-01-06 | 中国土木工程集团有限公司 | An assembled anti-seismic support and hanger with damping diagonal braces |
| CN115930022A (en) * | 2022-11-09 | 2023-04-07 | 山东大学 | A shock-absorbing support and hanger with an O-shaped steel plate damper |
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2015
- 2015-11-23 CN CN201520936649.4U patent/CN205191146U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107784800A (en) * | 2016-08-26 | 2018-03-09 | 江苏奇佩建筑装配科技有限公司 | Antidetonation suspension and support intelligence managing and control system |
| CN107781510A (en) * | 2016-08-26 | 2018-03-09 | 江苏奇佩建筑装配科技有限公司 | Antidetonation suspension and support |
| CN106285141A (en) * | 2016-09-22 | 2017-01-04 | 贾玉杰 | A kind of novel finished product antidetonation suspension and support and using method thereof |
| CN108317160A (en) * | 2018-04-03 | 2018-07-24 | 北京市市政四建设工程有限责任公司 | A kind of universal oblique pull part of antidetonation |
| CN110397794A (en) * | 2019-08-20 | 2019-11-01 | 中国地震局工程力学研究所 | A kind of viscoplasticity shock bracket |
| CN112944184A (en) * | 2021-03-09 | 2021-06-11 | 贵州航天新力科技有限公司 | Integral transverse vibration-resistant support hanger |
| CN114151615A (en) * | 2021-12-02 | 2022-03-08 | 浙江索而金属材料有限公司 | A shock-absorbing bracket for fixing heat pipes |
| CN115574153A (en) * | 2022-10-27 | 2023-01-06 | 中国土木工程集团有限公司 | An assembled anti-seismic support and hanger with damping diagonal braces |
| CN115930022A (en) * | 2022-11-09 | 2023-04-07 | 山东大学 | A shock-absorbing support and hanger with an O-shaped steel plate damper |
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