CN212080504U - A high-resistance earthquake-resistant connecting bracket composite structure - Google Patents
A high-resistance earthquake-resistant connecting bracket composite structure Download PDFInfo
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- CN212080504U CN212080504U CN202020157588.2U CN202020157588U CN212080504U CN 212080504 U CN212080504 U CN 212080504U CN 202020157588 U CN202020157588 U CN 202020157588U CN 212080504 U CN212080504 U CN 212080504U
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- 239000002131 composite material Substances 0.000 title claims 2
- 239000003351 stiffener Substances 0.000 claims abstract description 5
- 230000035939 shock Effects 0.000 claims description 21
- 239000000725 suspension Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000013016 damping Methods 0.000 abstract 1
- 239000006096 absorbing agent Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
本实用新型涉及建筑抗震支架领域,尤其涉及一种高抗性的抗震连接支架组合结构,包括第一斜侧板、与墙体竖直连接的吊杆、与吊杆的下端连接并平行于墙体的支撑板组件、与支撑板组件连接的第二侧板、可拆卸横固定架和若干连接座;所述支撑板组件包括上层板、设置在上层板下方的缓冲板和设置在缓冲板下方的下层板;所述横固定架通过开设在吊杆上的若干定位孔固定在吊杆上,可根据需求调节与拆卸;本实用新型,采用第一斜侧板和第二侧板配合,稳固性更牢靠;支撑板组件便于为第一斜侧板和第二侧板减震,减少摇晃与震动对支架整体的影响;通过吊杆加劲件固定在吊杆上,配合支撑板组件固定需要稳定的管路或线缆。
The utility model relates to the field of building anti-seismic supports, in particular to a high-resistance anti-seismic connecting support combined structure, comprising a first sloping side plate, a hanging rod vertically connected with a wall, connected with the lower end of the hanging rod and parallel to the wall The supporting plate assembly of the body, the second side plate connected with the supporting plate assembly, the detachable horizontal fixing frame and several connecting seats; the supporting plate assembly includes an upper layer plate, a buffer plate arranged below the upper layer plate and a buffer plate arranged below the buffer plate The lower plate of the suspender; the horizontal fixing frame is fixed on the suspender through a number of positioning holes opened on the suspender, and can be adjusted and disassembled according to requirements; the utility model adopts the first inclined side plate and the second side plate to cooperate, and the stability is stable. It is more reliable; the support plate assembly is convenient for damping the first inclined side plate and the second side plate, reducing the impact of shaking and vibration on the whole bracket; it is fixed on the hanger rod by the hanger rod stiffener, and the support plate assembly needs to be stable when fixed. pipes or cables.
Description
技术领域technical field
本实用新型涉及建筑抗震支架领域,尤其涉及一种高抗性的抗震连接支架组合结构。The utility model relates to the field of building anti-seismic supports, in particular to a high-resistance anti-seismic connecting support combined structure.
背景技术Background technique
抗震支架的竖向支撑和斜向支撑之间的角度要满足45°的要求。但是现有的抗震支架连接构件一般为两块相互铰接的连板,竖向支撑和斜向支撑通过这种铰接件连接时,在安装过程中很难保证竖向支撑和斜向支撑之间的45°角要求,且安装时角度调整过程繁琐。并且这种铰接件,其铰接部强度较差,承重力较小。The angle between the vertical support and the diagonal support of the seismic support shall meet the requirement of 45°. However, the existing seismic support connecting members are generally two mutually hinged connecting plates. When the vertical support and the oblique support are connected by such hinges, it is difficult to ensure the connection between the vertical support and the oblique support during the installation process. 45° angle requirements, and the angle adjustment process is cumbersome during installation. In addition, the hinge part has poor strength and low bearing capacity.
其次,传统的管路或者线缆用的侧向支撑用抗震支架由于缺少相应的减震结构,导致侧向支撑用抗震支架的减震效果一般,当侧向支撑用抗震支架受到颠簸或晃动时时,侧向支撑用抗震支架无法保持良好的稳定效果,影响抗震支架的使用体验。Secondly, the traditional anti-vibration bracket for lateral support for pipelines or cables lacks the corresponding shock-absorbing structure, resulting in a general shock-absorbing effect of the anti-vibration bracket for lateral support. When the anti-vibration bracket for lateral support is subjected to bumps or shaking , The anti-seismic bracket for lateral support cannot maintain a good stability effect, which affects the experience of using the anti-seismic bracket.
实用新型内容Utility model content
本实用新型提出一种高抗性的抗震连接支架组合结构,其具有结构简单、双侧向支撑架、缓冲支撑组件和可调式固定架的特点。The utility model proposes a high-resistance anti-seismic connecting bracket combined structure, which has the characteristics of simple structure, double lateral support frame, buffer support component and adjustable fixing frame.
为了实现上述目的,本实用新型采用了如下技术方案:In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions:
一种高抗性的抗震连接支架组合结构,包括第一斜侧板、与墙体竖直连接的吊杆、与吊杆的下端连接并平行于墙体的支撑板组件、与支撑板组件连接的第二侧板、可拆卸横固定架和若干连接座;A high-resistance anti-seismic connection bracket combination structure, comprising a first inclined side plate, a suspension rod vertically connected with a wall, a support plate assembly connected with the lower end of the suspension rod and parallel to the wall, and connected with the support plate assembly the second side plate, detachable horizontal fixing frame and several connecting seats;
所述支撑板组件包括上层板、设置在上层板下方的缓冲板和设置在缓冲板下方的下层板;所述横固定架通过开设在吊杆上的若干定位孔固定在吊杆上,可根据需求调节与拆卸;The support plate assembly includes an upper layer plate, a buffer plate arranged below the upper layer plate, and a lower layer plate arranged below the buffer plate; Demand adjustment and disassembly;
所述第一斜侧板一端通过连接座与墙体固定连接,另一端通过连接座与吊杆连接;所述吊杆的上端与墙体通过减震件连接,下端与上层板通过连接筋固定连接;所述上层板上通过限位紧固件固定有P型管束;所述第二侧板一端通过固定锚栓与墙体固定连接,另一端通过连接座与上层板连接。One end of the first inclined side plate is fixedly connected to the wall through the connecting seat, and the other end is connected to the hanger rod through the connecting base; the upper end of the hanger rod is connected to the wall body through a shock absorbing member, and the lower end and the upper board are fixed by connecting ribs connection; P-type tube bundles are fixed on the upper board through limit fasteners; one end of the second side board is fixedly connected to the wall through a fixed anchor bolt, and the other end is connected to the upper board through a connecting seat.
进一步的,所述连接座包括两个连接板和自紧螺母;所述连接板螺丝固定在需要连接的板材上,自紧螺母起到固定连接的作用。Further, the connection seat includes two connection plates and a self-tightening nut; the connection plate is screwed to the plate to be connected, and the self-tightening nut plays a role of fixed connection.
进一步的,所述减震件包括固定在墙体上的减震底座、插设在减震底座内部的减震导杆和套设在减震导杆上的减震弹簧;减震弹簧的两端分别与所述减震底座和所述吊杆固定连接,所述减震导杆上端插设伸入减震底座,下端与吊杆的上端固定连接。Further, the shock absorbing member includes a shock absorbing base fixed on the wall, a shock absorbing guide rod inserted inside the shock absorbing base, and a shock absorbing spring sleeved on the shock absorbing guide rod; The ends are respectively fixedly connected with the shock-absorbing base and the suspension rod, the upper end of the shock-absorbing guide rod is inserted into the shock-absorbing base, and the lower end is fixedly connected with the upper end of the suspension rod.
优选的,所述吊杆设置有2根,分别竖直连接在支撑板组件的两端。Preferably, two suspension rods are provided, which are respectively connected vertically to both ends of the support plate assembly.
进一步的,所述第一斜侧板和第二侧板均设置有2个,2个所述第一斜侧板分别与靠近的吊杆连接,2个所述第二侧板分别设置在支撑板组件的两端,并且位于吊杆的内侧。Further, two of the first inclined side plates and the second side plates are provided, the two first inclined side plates are respectively connected to the adjacent hanger rods, and the two second side plates are respectively arranged on the supporting rods. Both ends of the plate assembly and on the inside of the boom.
优选的,所述第一斜侧板、支撑板组件、上层板、下层板和吊杆的材质均为C型带孔槽钢。Preferably, the materials of the first inclined side plate, the support plate assembly, the upper layer plate, the lower layer plate and the hanger rod are all C-shaped channel steel with holes.
本实用新型,采用第一斜侧板和第二侧板配合,对支撑板组件双重固定,稳固性更牢靠;支撑板组件包括上层板、缓冲层和下层板,上下层板之间增设缓冲层板便于为第一斜侧板和第二侧板减震,两个装置相辅相成,减少摇晃与震动对支架整体的影响;设置有横固定架,可以根据需求调节对应的定位孔,通过吊杆加劲件固定在吊杆上,配合支撑板组件固定需要稳定的管路或线缆,本实用新型中可通过P型管束,固定有圆形的管道。The utility model adopts the cooperation of the first inclined side plate and the second side plate to double fix the support plate assembly, and the stability is more reliable; the support plate assembly includes an upper layer plate, a buffer layer and a lower layer plate, and a buffer layer is added between the upper and lower layer plates. The plate is convenient for shock absorption for the first inclined side plate and the second side plate. The two devices complement each other to reduce the impact of shaking and vibration on the whole bracket; a horizontal fixing frame is provided, and the corresponding positioning holes can be adjusted according to the needs, and the suspension rod is used to strengthen it. The parts are fixed on the hanger rod, and the pipelines or cables that need to be stable are fixed with the support plate assembly.
附图说明Description of drawings
图1是本实用新型一种高抗性的抗震连接支架组合结构的结构示意图;Fig. 1 is the structural representation of a kind of high-resistance anti-seismic connection bracket combined structure of the present utility model;
图2是本实用新型一种高抗性的抗震连接支架组合结构的俯视示意图;Fig. 2 is the top view schematic diagram of a kind of high-resistance anti-seismic connection bracket combined structure of the present invention;
图3是本实用新型一种高抗性的抗震连接支架组合结构的横固定架14处的放大示意图;3 is an enlarged schematic view of the
图4是本实用新型一种高抗性的抗震连接支架组合结构的连接座7处的放大示意图;4 is an enlarged schematic view of the connecting
图5是本实用新型一种高抗性的抗震连接支架组合结构的减震件5处的放大示意图;5 is an enlarged schematic view of the
附图标记:1-第一斜侧板、2-支撑板组件、21-上层板、22-下层板、23-缓冲板、3-第二侧板、4-吊杆、5-减震件、51-减震底座、52- 减震弹簧、53-减震导杆、6-墙体、7-连接座、71-连接板、72-自紧螺栓、8-连接筋、9-P型管束、11-限位紧固件、12-固定锚栓、13-吊杆加劲件、14-横固定架、141-定位孔Reference numerals: 1-first inclined side plate, 2-support plate assembly, 21-upper plate, 22-lower plate, 23-buffer plate, 3-second side plate, 4-suspender, 5-shock absorber , 51- shock-absorbing base, 52- shock-absorbing spring, 53- shock-absorbing guide rod, 6- wall, 7- connecting seat, 71- connecting plate, 72- self-tightening bolt, 8- connecting rib, 9-P type Tube bundle, 11-Limiting fastener, 12-Fixing anchor bolt, 13-Boom stiffener, 14-Horizontal fixing frame, 141-Locating hole
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example.
参考图1-5,一种高抗性的抗震连接支架组合结构,包括第一斜侧板1、与墙体6竖直连接的吊杆4、与吊杆4的下端连接并平行于墙体6的支撑板组件2、与支撑板组件2连接的第二侧板3、可拆卸横固定架14和若干连接座7;所述支撑板2包括上层板21、设置在上层板21下方的缓冲板23和设置在缓冲板23下方的下层板22;所述横固定架14通过吊杆加劲件13穿过开设在吊杆4上的若干定位孔 141固定在吊杆4上,可根据需求调节高度与拆卸取放;所述第一斜侧板1一端通过连接座7与墙体6固定连接,另一端通过连接座7与吊杆4连接;所述吊杆4的上端与墙体6通过减震件5连接,下端与上层板21通过连接筋8固定连接;所述上层板21上通过限位紧固件 11固定有P型管束9;所述第二侧板3一端通过固定锚栓12与墙体6固定连接,另一端通过连接座7与上层板21连接。Referring to Figures 1-5, a high-resistance seismic connection bracket combination structure includes a first
本实用新型,采用第一斜侧板1和第二侧板2配合,对支撑板组件2双重固定,稳固性更牢靠;支撑板组件2包括上层板21、缓冲层23和下层板22,上下层板之间增设缓冲层板23便于为第一斜侧板1和第二侧板2减震,两个装置相辅相成,减少摇晃与震动对支架整体的影响;设置有横固定架14,可以根据需求调节对应的定位孔 141,通过吊杆加劲件13固定在吊杆4上,配合支撑板组件2固定需要稳定的管路或线缆,本实用新型中可通过P型管束,固定有圆形的管道。The utility model adopts the cooperation of the first
参考图1-5,一种高抗性的抗震连接支架组合结构,进一步的,所述连接座7包括两个连接板71和自紧螺母72;所述连接板71螺丝固定在需要连接的板材上,自紧螺母72起到固定连接的作用。Referring to Figures 1-5, a high-resistance anti-vibration connecting bracket assembly structure, further, the connecting
进一步的,所述减震件5包括固定在墙体6上的减震底座51、插设在减震底座51内部的减震导杆53和套设在减震导杆53上的减震弹簧52;减震弹簧52的两端分别与所述减震底座51和所述吊杆4 固定连接,所述减震导杆53上端插设伸入减震底座51,下端与吊杆 4的上端固定连接。Further, the
优选的,所述吊杆4设置有2根,分别竖直连接在支撑板组件2 的两端。Preferably, there are two hanging
优选的,所述第一斜侧板1和第二侧板3均设置有2个,2个所述第一斜侧板1分别与靠近的吊杆4连接,2个所述第二侧板3分别设置在支撑板组件2的两端,并且位于吊杆4的内侧。Preferably, two of the first
优选的,所述第一斜侧板1、支撑板组件2、上层板21、下层板 22和吊杆4的材质均为C型带孔槽钢。Preferably, the materials of the first
以上所述的具体实施方式,对本实用新型的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本实用新型的具体实施方式而已,并不用于限定本实用新型的保护范围,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The specific embodiments described above further describe the purpose, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above are only specific embodiments of the present invention and are not intended to limit the present invention The protection scope of the utility model, any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115628536A (en) * | 2022-10-25 | 2023-01-20 | 中建八局第二建设有限公司 | Steel grid structure air duct hanging installation method |
| CN116538354A (en) * | 2023-04-28 | 2023-08-04 | 镇江安华电气集团有限公司 | A support and hanger for enhancing stability and using method thereof |
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- 2020-02-10 CN CN202020157588.2U patent/CN212080504U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115628536A (en) * | 2022-10-25 | 2023-01-20 | 中建八局第二建设有限公司 | Steel grid structure air duct hanging installation method |
| CN115628536B (en) * | 2022-10-25 | 2024-06-11 | 中建八局第二建设有限公司 | Steel grid structure air duct hanging installation method |
| CN116538354A (en) * | 2023-04-28 | 2023-08-04 | 镇江安华电气集团有限公司 | A support and hanger for enhancing stability and using method thereof |
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