CN106907041A - A kind of flexure type power consumption connector - Google Patents
A kind of flexure type power consumption connector Download PDFInfo
- Publication number
- CN106907041A CN106907041A CN201710232357.6A CN201710232357A CN106907041A CN 106907041 A CN106907041 A CN 106907041A CN 201710232357 A CN201710232357 A CN 201710232357A CN 106907041 A CN106907041 A CN 106907041A
- Authority
- CN
- China
- Prior art keywords
- connection board
- friction energy
- left connection
- bolt
- dissipating piece
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Abstract
Description
技术领域technical field
本发明的一种具有耗能作用的连接件,可在预制装配式建筑中连接预制构件并且减小由于构件之间较小相对转角产生的影响。The energy-dissipating connector of the present invention can connect prefabricated components in prefabricated buildings and reduce the impact caused by small relative angles between components.
背景技术Background technique
工程结构减震的基本原理是利用特制的减震构件或装置,使之在强震使率先进入塑性状态,产生阻尼,进而消耗了输入建筑结构体系中的能量,减轻结构的动力反应,更好的保证主体结构的安全,是一种有效、安全、经济的工程减震技术。为此国内外技术人员已经研制并开发使用了许多类型的减震装置。The basic principle of shock absorption in engineering structures is to use special shock absorbing components or devices to make them enter the plastic state first under strong earthquakes to generate damping, thereby consuming the energy input into the building structure system, reducing the dynamic response of the structure, and better It is an effective, safe and economical engineering shock absorption technology to ensure the safety of the main structure. For this reason, technicians at home and abroad have developed and developed many types of damping devices.
预制装配式混凝土结构中的连接分为两种:湿连接和干连接。干连接是通过焊接、螺栓连接、后张法和销钉连接等将构件连接起来。干连接法其连接处的刚度通常比构件小,在一定荷载值下发生滑移,结构中就有了一个薄弱部位,因此变形主要集中在连接处。于是将连接构件设计为阻尼器,使其成为结构内部的一个能量耗散元件。There are two types of connections in prefabricated concrete structures: wet connections and dry connections. Dry connection is the connection of components by welding, bolting, post tensioning and pin connection. In the dry connection method, the stiffness of the joint is usually smaller than that of the component, and slippage occurs under a certain load value, and there is a weak part in the structure, so the deformation is mainly concentrated at the joint. The connecting member is then designed as a damper, making it an energy dissipating element inside the structure.
通常情况下,建筑物在外力、地震作用或风荷载作用下的结构构件之间产生的相对位移或转角较小,现有的位移相关型耗能器需要结构具有较大的相对变形时才能充分达到耗能效果。同时,现有的耗能装置整体占用空间较大或者需要较复杂的支撑系统,影响建筑物的空间使用效率,也对结构的整体刚度产生了影响,故而往往在实际应用中受到限制。Generally, the relative displacement or rotation angle between the structural components of the building under the external force, earthquake or wind load is small, and the existing displacement-related energy dissipators need the structure to have a large relative deformation to fully To achieve the effect of energy consumption. At the same time, the existing energy-dissipating devices occupy a large space or require a more complex support system, which affects the space efficiency of the building and also affects the overall stiffness of the structure, so it is often limited in practical applications.
发明内容Contents of the invention
本发明的目的在于研发一种弯曲型耗能连接元件,一方面的预制装配式建筑结构中,在不影响正常建筑物内部使用和布置的前提下,实现弯曲变形为主的构件之间的连接。另一方面可以将外荷载(地震作用等)使构件产生的相对的较小的转角进行放大,充分发挥连接件中摩擦片的耗能能力,更好的实现建筑物效能减震。The purpose of the present invention is to develop a bending type energy-dissipating connecting element. On the one hand, in the prefabricated building structure, it can realize the connection between the bending deformation-based components without affecting the normal internal use and layout of the building. . On the other hand, the relatively small rotation angle caused by the external load (seismic action, etc.) can be amplified, and the energy dissipation capacity of the friction plate in the connector can be fully utilized to better realize the effective shock absorption of the building.
本发明的技术方案Technical scheme of the present invention
一种弯曲型耗能连接件,包括左连接板1、右连接板2、摩擦耗能片3和螺栓4和转轴5;A curved energy-dissipating connector, including a left connecting plate 1, a right connecting plate 2, a frictional energy-dissipating plate 3, a bolt 4 and a rotating shaft 5;
两右连接板2间夹有两左连接板1,左连接板1和右连接板2用于与建筑构件中的预埋件固定连接;左连接板1、右连接板2和摩擦耗能片3上均预留有孔洞,左连接板1和右连接板2间、右连接板2与摩擦耗能片3间经螺栓4通过孔洞连接,左连接板1和摩擦耗能片3间通过转轴5约束;两左连接板1间、左连接板1与右连接板2间设有摩擦耗能片3。There are two left connecting plates 1 sandwiched between the two right connecting plates 2, the left connecting plate 1 and the right connecting plate 2 are used for fixed connection with the embedded parts in the building components; the left connecting plate 1, the right connecting plate 2 and the friction energy dissipation sheet 3 are reserved with holes, the left connecting plate 1 and the right connecting plate 2, the right connecting plate 2 and the friction energy dissipation plate 3 are connected through the holes through the bolt 4, and the left connecting plate 1 and the friction energy dissipation plate 3 are connected through the rotating shaft 5 Constraints; frictional energy dissipation sheets 3 are provided between the two left connecting plates 1, and between the left connecting plate 1 and the right connecting plate 2.
通过调整摩擦耗能片3上的开孔位置,即调整螺栓4所在位置,调整以转轴5为旋转中心的摩擦耗能片3转角放大比值,根据建筑结构或建筑构件的实际情况进行调整;螺栓4、转轴5所在的开孔位置需在同一直线,且右连接板2上螺栓4所在位置的开孔需预留适当距离,保证转动不产生水平约束。By adjusting the position of the hole on the friction energy dissipation sheet 3, that is, adjusting the position of the bolt 4, adjusting the magnification ratio of the rotation angle of the friction energy dissipation sheet 3 with the rotating shaft 5 as the rotation center, the adjustment is made according to the actual situation of the building structure or building components; 4. The hole position where the rotating shaft 5 is located must be on the same straight line, and an appropriate distance must be reserved for the hole where the bolt 4 is located on the right connecting plate 2, so as to ensure that the rotation does not generate horizontal constraints.
本发明的有益效果:本发明可以将不同构件进行连接同时在构件之间产生相对较小的转角时根据需要进行放大,从而充分发挥材料的耗能能力。即当左右两侧建筑物构件产生相对转角时,即左连接板1、右连接板2之间产生相对转角时,在螺栓4的带动下摩擦耗能片3以转轴5为旋转中心发生转动,继而使其产生滑动摩擦力,实现能量消耗。Beneficial effects of the present invention: the present invention can connect different components and amplify as required when relatively small corners are generated between components, so as to give full play to the energy dissipation capacity of materials. That is, when the building components on the left and right sides generate a relative rotation angle, that is, when a relative rotation angle occurs between the left connecting plate 1 and the right connecting plate 2, the frictional energy dissipation sheet 3 rotates with the rotating shaft 5 as the rotation center driven by the bolt 4, Then make it generate sliding friction to realize energy consumption.
本发明具有体积小,结构合理,安装简单,运行稳定,耐久性强等优点,是一种高效耗能的连接元件。The invention has the advantages of small size, reasonable structure, simple installation, stable operation, strong durability, etc., and is a high-efficiency energy-consuming connection element.
附图说明Description of drawings
图1是本发明弯曲型耗能连接件的正视图。Fig. 1 is a front view of the curved energy-dissipating connector of the present invention.
图2是本发明弯曲型耗能连接件的俯视图。Fig. 2 is a top view of the curved energy-dissipating connector of the present invention.
图3是本发明弯曲型耗能连接件的1-1剖面图。Fig. 3 is a 1-1 sectional view of the curved energy-dissipating connector of the present invention.
图4是本发明弯曲型耗能连接件的变形后的正视图。Fig. 4 is a deformed front view of the curved energy-dissipating connector of the present invention.
图5(a)是阻尼器的放置位置示意图1。Figure 5(a) is a schematic view 1 of the placement position of the damper.
图5(b)是阻尼器的放置位置示意图2。Figure 5(b) is a schematic diagram 2 of the placement position of the damper.
图中:1左连接板、2右连接板、3摩擦耗能片、4螺栓、5转轴。In the figure: 1 left connecting plate, 2 right connecting plate, 3 frictional energy dissipation sheet, 4 bolts, 5 rotating shaft.
具体实施方式detailed description
以下结合附图和技术方案,进一步说明本发明的具体实施方式。The specific implementation manners of the present invention will be further described below in conjunction with the accompanying drawings and technical solutions.
一种弯曲型耗能连接件,包括左连接板1、右连接板2、摩擦耗能片3和螺栓4、转轴5;A curved energy-dissipating connector, including a left connecting plate 1, a right connecting plate 2, frictional energy-dissipating plates 3, bolts 4, and a rotating shaft 5;
两右连接板2间夹有两左连接板1,左连接板1和右连接板2用于与建筑构件中的预埋件固定连接;左连接板1、右连接板2和摩擦耗能片3上均预留有孔洞,左连接板1和右连接板2间、右连接板2与摩擦耗能片3间经螺栓4通过孔洞连接,左连接板1和摩擦耗能片3间通过转轴5约束;两左连接板1间、左连接板1与右连接板2间设有摩擦耗能片3。There are two left connecting plates 1 sandwiched between the two right connecting plates 2, the left connecting plate 1 and the right connecting plate 2 are used for fixed connection with the embedded parts in the building components; the left connecting plate 1, the right connecting plate 2 and the friction energy dissipation sheet 3 are reserved with holes, the left connecting plate 1 and the right connecting plate 2, the right connecting plate 2 and the friction energy dissipation plate 3 are connected through the holes through the bolt 4, and the left connecting plate 1 and the friction energy dissipation plate 3 are connected through the rotating shaft 5 Constraints; frictional energy dissipation sheets 3 are provided between the two left connecting plates 1, and between the left connecting plate 1 and the right connecting plate 2.
通过调整摩擦耗能片3上的开孔位置,即调整螺栓4所在位置,调整以转轴5为旋转中心的摩擦耗能片3转角放大比值,根据建筑结构或建筑构件的实际情况进行调整;螺栓4、转轴5所在的开孔位置需在同一直线,且右连接板2上螺栓4所在位置的开孔需预留适当距离,保证转动不产生水平约束。By adjusting the position of the hole on the friction energy dissipation sheet 3, that is, adjusting the position of the bolt 4, adjusting the magnification ratio of the rotation angle of the friction energy dissipation sheet 3 with the rotating shaft 5 as the rotation center, the adjustment is made according to the actual situation of the building structure or building components; 4. The hole position where the rotating shaft 5 is located must be on the same straight line, and an appropriate distance must be reserved for the hole where the bolt 4 is located on the right connecting plate 2, so as to ensure that the rotation does not generate horizontal constraints.
本发明的有益效果:本发明可以将不同构件进行连接同时在构件之间产生相对较小的转角时根据需要进行放大,从而充分发挥材料的耗能能力。即当左右两侧建筑物构件产生相对转角时,即左连接板1、右连接板2之间产生相对转角时,在螺栓4的带动下摩擦耗能片3以转轴5为旋转中心发生转动,继而使其产生滑动摩擦,实现能量消耗。Beneficial effects of the present invention: the present invention can connect different components and amplify as required when relatively small corners are generated between components, so as to give full play to the energy dissipation capacity of materials. That is, when the building components on the left and right sides generate a relative rotation angle, that is, when a relative rotation angle occurs between the left connecting plate 1 and the right connecting plate 2, the frictional energy dissipation sheet 3 rotates with the rotating shaft 5 as the rotation center driven by the bolt 4, Then make it generate sliding friction to realize energy consumption.
本发明具有体积小,结构合理,安装简单,运行稳定,耐久性强等优点,是一种高效耗能的连接元件。The invention has the advantages of small size, reasonable structure, simple installation, stable operation, strong durability, etc., and is a high-efficiency energy-consuming connection element.
本实施例解决了现有预制装配式建筑中构件弯曲变形耗能连接元件的不足,即通过旋转式耗能器放大了构件之间的相对转角,提高了结构耗能减震效果。This embodiment solves the deficiencies of the component bending deformation energy-dissipating connecting elements in the existing prefabricated buildings, that is, the relative rotation angle between the components is enlarged through the rotating energy dissipation device, and the structural energy-dissipating and shock-absorbing effect is improved.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710232357.6A CN106907041A (en) | 2017-04-11 | 2017-04-11 | A kind of flexure type power consumption connector |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710232357.6A CN106907041A (en) | 2017-04-11 | 2017-04-11 | A kind of flexure type power consumption connector |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106907041A true CN106907041A (en) | 2017-06-30 |
Family
ID=59194614
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710232357.6A Withdrawn CN106907041A (en) | 2017-04-11 | 2017-04-11 | A kind of flexure type power consumption connector |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106907041A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107237509A (en) * | 2017-07-28 | 2017-10-10 | 中国十七冶集团有限公司 | The reinforcing power consumption attachment means of prefabrication |
CN108442572A (en) * | 2018-03-26 | 2018-08-24 | 扬州大学 | Shear wall structure system with replaceable corner component |
CN111749336A (en) * | 2020-07-01 | 2020-10-09 | 西安建筑科技大学 | A beam-column friction energy-dissipating node for glulam structures |
CN114482272A (en) * | 2021-12-20 | 2022-05-13 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing assembly type beam column node |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1390587A1 (en) * | 2001-05-09 | 2004-02-25 | Damptech APS | Frictional damper for damping movement of structures |
CN103883010A (en) * | 2014-03-21 | 2014-06-25 | 北方工程设计研究院有限公司 | Damping type hinge pin support |
CN105952000A (en) * | 2016-06-17 | 2016-09-21 | 大连理工大学 | Symmetric rotating type energy dissipation connecting piece |
CN206616920U (en) * | 2017-04-11 | 2017-11-07 | 大连理工大学 | A kind of flexure type power consumption connector |
-
2017
- 2017-04-11 CN CN201710232357.6A patent/CN106907041A/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1390587A1 (en) * | 2001-05-09 | 2004-02-25 | Damptech APS | Frictional damper for damping movement of structures |
CN103883010A (en) * | 2014-03-21 | 2014-06-25 | 北方工程设计研究院有限公司 | Damping type hinge pin support |
CN105952000A (en) * | 2016-06-17 | 2016-09-21 | 大连理工大学 | Symmetric rotating type energy dissipation connecting piece |
CN206616920U (en) * | 2017-04-11 | 2017-11-07 | 大连理工大学 | A kind of flexure type power consumption connector |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107237509A (en) * | 2017-07-28 | 2017-10-10 | 中国十七冶集团有限公司 | The reinforcing power consumption attachment means of prefabrication |
CN108442572A (en) * | 2018-03-26 | 2018-08-24 | 扬州大学 | Shear wall structure system with replaceable corner component |
CN111749336A (en) * | 2020-07-01 | 2020-10-09 | 西安建筑科技大学 | A beam-column friction energy-dissipating node for glulam structures |
CN114482272A (en) * | 2021-12-20 | 2022-05-13 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing assembly type beam column node |
CN114482272B (en) * | 2021-12-20 | 2024-04-30 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing type assembled beam column joint |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105952000B (en) | A kind of symmetrical rotary formula power consumption connector | |
CN106907041A (en) | A kind of flexure type power consumption connector | |
CN201068606Y (en) | Metal friction-yielding damper structure | |
CN205134597U (en) | Gallows timber tenon fourth of twelve earthly branches node friction damper is built to gu | |
CN106906912B (en) | Staged energy consumption limiting support | |
CN101131005A (en) | Combined damping control method of metal yield and friction damper | |
CN205206071U (en) | Disc type friction power consumption attenuator | |
CN109057490B (en) | Support frame of double-torsion anti-instability device | |
CN105952016B (en) | The rotary power consumption connector that a kind of center is fixed | |
CN110725598A (en) | Friction compound type buckling restrained energy dissipation brace | |
CN207919799U (en) | A kind of node damping device | |
CN107100407B (en) | A fan-shaped support rotary amplification node shear damper | |
CN205669263U (en) | A kind of symmetrical rotary formula power consumption connector | |
CN202370116U (en) | Self-resetting shape memory alloy support friction damper | |
CN207211418U (en) | A kind of replaceable mild steel damper with spring | |
CN203977609U (en) | A kind of energy consumer stage by stage | |
CN107190875A (en) | One kind easily resets replaceable bending resistance power consumption attachment means | |
CN101168979A (en) | Amplified Displacement Energy Dissipator | |
CN206616920U (en) | A kind of flexure type power consumption connector | |
CN205669277U (en) | The rotary power consumption connector that a kind of center is fixing | |
CN103290945A (en) | Steel bar array damper | |
CN203160448U (en) | Zigzag steel plate damper | |
CN206157941U (en) | Quadrangle pivoting friction attenuator | |
CN205116464U (en) | Semi active contro damping wall based on electricity rheological damping | |
CN210712520U (en) | Assembled buckling-restrained brace device for improving anti-seismic performance of bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170630 |
|
WW01 | Invention patent application withdrawn after publication |