CN207160308U - A kind of prefabrication structure with shock-absorbing function - Google Patents
A kind of prefabrication structure with shock-absorbing function Download PDFInfo
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- CN207160308U CN207160308U CN201720412025.1U CN201720412025U CN207160308U CN 207160308 U CN207160308 U CN 207160308U CN 201720412025 U CN201720412025 U CN 201720412025U CN 207160308 U CN207160308 U CN 207160308U
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- 238000009417 prefabrication Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 230000035939 shock Effects 0.000 claims abstract description 12
- 238000010521 absorption reaction Methods 0.000 claims abstract description 6
- 239000003351 stiffener Substances 0.000 claims description 9
- 239000000428 dust Substances 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000452 restraining effect Effects 0.000 description 5
- 239000011435 rock Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
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Abstract
本实用新型公开了一种具有减震功能的预制装配式建筑结构,包括限位夹板和斜向钢支撑,所述限位夹板的上表面焊接在预制式横梁上,所述限位夹板的下端镶嵌固定在限位板中,所述水平支撑件的下表面焊接固定节点板的上表面,所述斜向钢支撑的上末端通过连接扣件焊接在节点板上,所述斜向钢支撑的下末端通过法兰连接屈曲约束件上,所述调节螺杆的下端通过支撑件连接钢板连接屈曲约束支撑件,所诉屈曲约束支撑件镶嵌在混凝土底座中。该具有减震功能的预制装配式建筑结构,在提高预制装备式建筑结构的稳定性和强度的同时,减少节点连接用钢量,可调节支撑长度,构造简单,施工方便,增加节点美观性。
The utility model discloses a prefabricated assembled building structure with a shock absorbing function, which comprises a limiting splint and an oblique steel support, the upper surface of the limiting splint is welded on a prefabricated beam, and the lower end of the limiting splint Inlaid and fixed in the limit plate, the lower surface of the horizontal support is welded to fix the upper surface of the gusset plate, the upper end of the oblique steel support is welded to the gusset plate through a connecting fastener, the oblique steel support The lower end is connected to the buckling restraint part through the flange, the lower end of the adjustment screw is connected to the steel plate through the support part and connected to the buckling restraint support part, and the buckling restraint support part is embedded in the concrete base. The prefabricated assembly building structure with shock absorption function improves the stability and strength of the prefabricated equipment building structure while reducing the amount of steel used for node connection, adjustable support length, simple structure, convenient construction, and increased node aesthetics.
Description
技术领域technical field
本实用新型属于预制装配式建筑结构技术领域,具体涉及一种具有减震功能的预制装配式建筑结构。The utility model belongs to the technical field of prefabricated assembled building structures, and in particular relates to a prefabricated assembled building structure with a shock absorbing function.
背景技术Background technique
地震是由内力地质作用和外力地质作用引起的地壳振动现象的总称,建筑物一般建造在岩土地基上,地震时,在岩土中传播的地震波引起地基土体振动,特别是水平方向的振动,会带动附在地表建筑物产生剧烈水平晃动,从而对建筑产生破坏。为了应对强烈的地震灾害,通常的做法是加强建筑物的强度、刚度,甚至将地基牢固的建筑在地下的岩层上,使建筑物同岩层构成一个刚性的整体,属于刚性抗震结构,以达到抗震目的。但是,这种做法大大增加建筑材料的消耗,加大工程费用。Earthquake is a general term for the phenomenon of crustal vibration caused by internal force geological action and external force geological action. Buildings are generally built on rock foundations. During an earthquake, the seismic waves propagating in the rock and soil cause the foundation soil to vibrate, especially the vibration in the horizontal direction. , will drive the buildings attached to the surface to produce violent horizontal shaking, thus causing damage to the buildings. In order to cope with strong earthquake disasters, the usual practice is to strengthen the strength and rigidity of buildings, and even build the foundation firmly on the underground rock formation, so that the building and the rock formation form a rigid whole, which belongs to the rigid earthquake-resistant structure, so as to achieve earthquake resistance. Purpose. However, this approach greatly increases the consumption of building materials and increases project costs.
预制装配式建筑是指用预制的构件在工地装配而成的建筑,这样拼接起来的建筑在应对地震波的时候抵抗力较弱。Prefabricated buildings refer to buildings assembled on site with prefabricated components, such that the spliced buildings are less resistant to earthquake waves.
发明内容Contents of the invention
本实用新型的目的在于提供一种具有减震功能的预制装配式建筑结构,以解决上述背景技术中提出的问题。The purpose of this utility model is to provide a prefabricated assembly building structure with a shock absorbing function, so as to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本实用新型提供如下技术方案:一种具有减震功能的预制装配式建筑结构,包括限位夹板和斜向钢支撑,所述限位夹板的上表面焊接在预制式横梁上,所述限位夹板的下端镶嵌固定在限位板中,所述限位板的下表面焊接固定在水平支撑件的上表面,所述水平支撑件内部镶嵌有加劲筋,所述水平支撑件的下表面焊接固定节点板的上表面,所述斜向钢支撑的上末端通过连接扣件焊接在节点板上,所述斜向钢支撑的下末端通过法兰连接屈曲约束件上,所述屈曲约束件包括连接钢板、调节螺杆、支撑件连接钢板和屈曲约束支撑件,所述法兰通过连接钢板连接调节螺杆,所述调节螺杆的下端通过支撑件连接钢板连接屈曲约束支撑件,所述屈曲约束支撑件镶嵌在混凝土底座中。In order to achieve the above purpose, the utility model provides the following technical solutions: a prefabricated assembly building structure with shock absorption function, including a limiting splint and oblique steel supports, the upper surface of the limiting splint is welded on the prefabricated beam , the lower end of the limiting splint is embedded and fixed in the limiting plate, the lower surface of the limiting plate is welded and fixed on the upper surface of the horizontal support, the horizontal support is embedded with stiffeners, and the horizontal support The lower surface of the oblique steel support is welded to fix the upper surface of the gusset plate, the upper end of the oblique steel support is welded to the gusset plate through a connecting fastener, and the lower end of the oblique steel support is connected to the buckling constraint through a flange. The buckling constraint includes a connecting steel plate, an adjusting screw, a support connecting the steel plate and a buckling restraining support, the flange is connected to the adjusting screw through the connecting steel plate, and the lower end of the adjusting screw is connected to the buckling restraining support through the connecting steel plate of the support, and the Buckling-restrained braces are embedded in the concrete base.
优选的,所述斜向钢支撑有两根位置关系是关于节点板的中轴线对称。Preferably, the oblique steel supports have two positional relationships that are symmetrical about the central axis of the gusset plate.
优选的,所述水平支撑件内部设有若干根加劲筋,且每一根加劲筋的一端均不裸露出水平支撑件。Preferably, several stiffeners are provided inside the horizontal support, and one end of each stiffener is not exposed to the horizontal support.
优选的,所述连接钢板和支撑件连接钢板与对应部件的连接均是螺栓螺母连接,且钢板均为高强钢板。Preferably, the connection between the connecting steel plate and the supporting member connecting steel plate and the corresponding parts is bolt and nut connection, and the steel plates are all high-strength steel plates.
优选的,所述屈曲约束件外部安装有防尘罩。Preferably, a dust cover is installed on the outside of the buckling constraint.
优选的,所述所有埋于地下的钢材外表面均做防锈处理。Preferably, the outer surfaces of all steel materials buried underground are treated with anti-rust treatment.
本实用新型的技术效果和优点:该具有减震功能的预制装配式建筑结构,采用人字形的斜向钢支撑,在提供最大的支撑力支撑起上部的建筑的同时,下末端的屈曲约束件能够很好的耗能,显著的减小结构体系的地震反应,较少的节点连接机构,觉少了钢材的用量,在施工过程中减少了施工强度。该具有减震功能的预制装配式建筑结构,在提高预制装备式建筑结构的稳定性和强度的同时,减少节点连接用钢量,可调节支撑长度,构造简单,施工方便,增加节点美观性。The technical effects and advantages of the utility model: the prefabricated building structure with shock absorption function adopts the herringbone-shaped oblique steel support, and while providing the maximum supporting force to support the upper building, the buckling restraints at the lower end It can consume energy very well, significantly reduce the seismic response of the structural system, and has fewer node connection mechanisms, which means that the amount of steel used is less, and the construction strength is reduced during the construction process. The prefabricated assembly building structure with shock absorption function improves the stability and strength of the prefabricated equipment building structure while reducing the amount of steel used for node connection, adjustable support length, simple structure, convenient construction, and increased node aesthetics.
附图说明Description of drawings
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为本实用新型屈曲约束件的放大结构示意图。Fig. 2 is an enlarged structural schematic diagram of the buckling constraint of the present invention.
图中:1限位夹板、2限位板、3预制式横梁、4加劲筋、5水平支撑件、6斜向钢支撑、7混凝土底座、8节点板、9连接扣件、10混凝土节点、11法兰、12屈曲约束件、121连接钢板、122调节螺杆、123支撑件连接钢板、124屈曲约束支撑件。In the figure: 1 limit splint, 2 limit plate, 3 prefabricated beam, 4 stiffener, 5 horizontal support, 6 oblique steel support, 7 concrete base, 8 node plate, 9 connecting fastener, 10 concrete node, 11 flanges, 12 buckling restraints, 121 connecting steel plates, 122 adjusting screw rods, 123 support connecting steel plates, 124 buckling restraining supports.
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。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
请参阅图1和图2,图1为本实用新型的结构示意图,图2为图1中屈曲约束件的放大结构示意图,一种具有减震功能的预制装配式建筑结构,包括限位夹板1和斜向钢支撑6,所述限位夹板1的上表面焊接在预制式横梁3上,所述限位夹板1的下端镶嵌固定在限位板2中,所述限位板2的下表面焊接固定在水平支撑件5的上表面,所述水平支撑件5内部镶嵌有加劲筋4,每一根加劲筋4的一端均不裸露出水平支撑件5,所述水平支撑件5的下表面焊接固定节点板8的上表面,所述斜向钢支撑6的上末端通过连接扣件9焊接在节点板8上,所述斜向钢支撑6的下末端通过法兰11连接屈曲约束件12上,所述斜向钢支撑6有两根,位置关系是关于节点板8的中轴线对称,对称结构的斜向钢支撑6稳定性更高,所述屈曲约束件12包括连接钢板121、调节螺杆122、支撑件连接钢板123和屈曲约束支撑件124,所述法兰11通过连接钢板121连接调节螺杆122,所述调节螺杆122的下端通过支撑件连接钢板123连接屈曲约束支撑件124,所述连接钢板121和支撑件连接钢板123与对应部件的连接均是螺栓螺母连接,且钢板均为高强钢板,所述屈曲约束支撑件124镶嵌在混凝土底座7中,所述屈曲约束件12外部安装有防尘罩,防止加浇筑混凝土的时候将泥浆溅入屈曲约束件12中导致结构出现问题, 所述所有埋于地下的钢材外表面均做防锈处理,防止部件长期受到侵蚀作用导致受损,从而影响到整个装置的使用寿命。Please refer to Fig. 1 and Fig. 2, Fig. 1 is the structure schematic diagram of the present utility model, Fig. 2 is the enlarged structural diagram of the buckling restraint in Fig. 1, a kind of prefabricated assembled building structure with damping function, including the limit splint 1 And oblique steel support 6, the upper surface of the limiting splint 1 is welded on the prefabricated beam 3, the lower end of the limiting splint 1 is embedded and fixed in the limiting plate 2, the lower surface of the limiting plate 2 Welding is fixed on the upper surface of the horizontal support 5, the inside of the horizontal support 5 is inlaid with stiffeners 4, and one end of each stiffener 4 does not expose the horizontal support 5, the lower surface of the horizontal support 5 The upper surface of the gusset plate 8 is fixed by welding, the upper end of the oblique steel support 6 is welded to the gusset plate 8 through the connecting fastener 9, and the lower end of the oblique steel support 6 is connected to the buckling restraint 12 through the flange 11 Above, there are two oblique steel supports 6, and the positional relationship is symmetrical about the central axis of the gusset plate 8. The oblique steel supports 6 with a symmetrical structure have higher stability. The buckling restraint 12 includes connecting steel plates 121, adjusting The screw 122, the support member connects the steel plate 123 and the buckling restraint support member 124, the flange 11 is connected to the adjustment screw 122 through the connecting steel plate 121, and the lower end of the adjustment screw 122 is connected to the buckling restraint support member 124 through the support member connection steel plate 123, so The connections between the connecting steel plate 121 and the supporting member connecting steel plate 123 and the corresponding parts are all connected by bolts and nuts, and the steel plates are all high-strength steel plates. The buckling restraining support 124 is embedded in the concrete base 7, and the buckling restraining member 12 is installed externally. There is a dust cover to prevent the mud from being splashed into the buckling restraint 12 when pouring concrete to cause structural problems. The outer surfaces of all the steel buried underground are treated with anti-rust treatment to prevent the components from being damaged due to long-term erosion , thereby affecting the service life of the entire device.
最后应说明的是:以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,尽管参照前述实施例对本实用新型进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。Finally, it should be noted that: the above is only a preferred embodiment of the utility model, and is not intended to limit the utility model, although the utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art , it can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model, All should 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 |
---|---|---|---|---|
CN109057049A (en) * | 2018-10-16 | 2018-12-21 | 中国电力工程顾问集团华东电力设计院有限公司 | Connect support frame |
CN112376933A (en) * | 2020-11-04 | 2021-02-19 | 上海市建工设计研究总院有限公司 | Connecting device and method for connecting buckling restrained brace and existing concrete beam connecting node |
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2017
- 2017-04-19 CN CN201720412025.1U patent/CN207160308U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109057049A (en) * | 2018-10-16 | 2018-12-21 | 中国电力工程顾问集团华东电力设计院有限公司 | Connect support frame |
CN112376933A (en) * | 2020-11-04 | 2021-02-19 | 上海市建工设计研究总院有限公司 | Connecting device and method for connecting buckling restrained brace and existing concrete beam connecting node |
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