CN114197681B - Grouting-free bar energy consumption device - Google Patents
Grouting-free bar energy consumption device Download PDFInfo
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- 238000005265 energy consumption Methods 0.000 title claims abstract description 9
- 238000001125 extrusion Methods 0.000 claims abstract description 36
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 230000000452 restraining effect Effects 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 5
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
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- 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
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- 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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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Abstract
Description
技术领域technical field
本发明涉及工程结构抗震技术领域,尤其涉及一种无灌浆棒材耗能装置。The invention relates to the technical field of anti-seismic engineering structures, in particular to a grouting-free bar energy consumption device.
背景技术Background technique
消能减震技术当前已经广泛应用在高烈度地区的建筑结构和桥梁工程中用以减轻地震灾害。金属阻尼器作为成熟的耗能装置之一,因其加工简单、性能稳定和环境适应性强而在实际工程中得到了大量的应用。屈曲约束棒材耗能装置是一种拉压受力下都能达到全截面屈服的轴向耗能元件,在地震作用下具有稳定的滞回行为,这种特性使它具有双重结构功能,既能为结构提供必要的抗侧刚度,又可以发挥耗能的作用,是当前比较理想的耗能装置之一。Energy dissipation and shock absorption technology has been widely used in building structures and bridge engineering in high-intensity areas to reduce earthquake disasters. As one of the mature energy-consuming devices, metal dampers have been widely used in practical engineering because of their simple processing, stable performance and strong environmental adaptability. The buckling restrained bar energy dissipation device is an axial energy dissipation element that can achieve full cross-section yield under tension and compression. It has stable hysteretic behavior under earthquake action. This characteristic makes it have dual structural functions. It can provide the necessary lateral stiffness for the structure, and can also play the role of energy dissipation. It is one of the ideal energy dissipation devices at present.
然而,为了解决外套管对耗能棒材的约束作用,传统的屈曲约束棒材耗能装置通常是在外套管与耗能棒材之间灌砂浆,这种加工方式虽然造价便宜,但是存在以下突出的问题:(1)灌浆质量不易控制,很难保证耗能棒材外围具有等间距的间隙以协调棒材受压变形,这样容易导致耗能棒材在反复拉压变形下局部屈曲明显而导致疲劳性能降低;(2)为了使变形全部集中在耗能棒材上,通常要对耗能棒材中间段削弱。这种设计方法不但增加了加工的难度,而且造成了材料的浪费。However, in order to solve the constraining effect of the outer casing on the energy-dissipating bar, the traditional buckling restrained bar energy-dissipating device is usually grouting between the outer casing and the energy-dissipating bar. Although this processing method is cheap, it has the following problems: Prominent problems: (1) The quality of grouting is not easy to control, and it is difficult to ensure that there are equidistant gaps on the periphery of the energy-consuming bar to coordinate the compression deformation of the bar, which easily leads to local buckling of the energy-consuming bar under repeated tension and compression deformation. The fatigue performance is reduced; (2) In order to make the deformation all concentrate on the energy-dissipating bar, the middle section of the energy-dissipating bar is usually weakened. This design method not only increases the difficulty of processing, but also causes waste of materials.
CN 106760855 B公开了一种竹节形圆棒耗能杆,其耗能圆棒设计为竹节形,外约束部件与圆形耗能棒材之间无需灌浆或者增加多余部件对其进行约束,使得耗能杆的构造简单,但是竹节形棒材还需要对耗能部位进行削弱。CN 106760855 B discloses a bamboo-shaped round bar energy-consuming rod, the energy-consuming round rod is designed in a bamboo-shaped shape, and there is no need for grouting or adding redundant parts to restrain the outer restraining part and the circular energy-consuming rod, The structure of the energy-consuming rod is simple, but the bamboo-shaped rod also needs to weaken the energy-consuming part.
发明内容SUMMARY OF THE INVENTION
本发明提供了一种无灌浆棒材耗能装置,以解决传统灌浆式的屈曲约束棒材耗能装置加工繁琐和低周疲劳性能差的难题,同时也避免了因棒材截面削弱而导致的材料浪费的问题。The present invention provides a non-grouting bar energy dissipation device, so as to solve the problems of cumbersome processing and poor low cycle fatigue performance of the traditional grouting type buckling restraint bar energy dissipation device, and at the same time, it also avoids the problems caused by the weakening of the bar section. The problem of material waste.
本发明采用的技术方案是:提供一种无灌浆棒材耗能装置,包括:The technical scheme adopted in the present invention is to provide a grouting-free bar energy consumption device, comprising:
耗能棒材、内增强连接段、外约束套管以及外连接段;Energy dissipating rods, inner reinforcing connecting sections, outer restraining sleeves and outer connecting sections;
所述耗能棒材包括中间的耗能变形段和两端的挤压连接段;所述耗能变形段和挤压连接段直径相同;The energy-dissipating bar includes an energy-dissipating deformation section in the middle and extrusion connecting sections at both ends; the energy-dissipating deformation section and the extrusion connecting section have the same diameter;
所述内增强连接段包括挤压段和外螺纹连接段,所述挤压段中设有挤压孔;所述耗能棒材的挤压连接段位于挤压孔中,对挤压段外围实施环向挤压使得耗能棒材与内增强连接段连接在一起;The inner reinforcing connecting section includes an extruding section and an external thread connecting section, and an extruding hole is arranged in the extruding section; Carry out hoop extrusion to connect the energy-dissipating bar with the inner reinforcing connecting section;
所述外连接段包括约束段和螺纹段,在外连接段内部设计约束筒和内螺纹段,所述外螺纹连接段连接于所述内螺纹段内,所述挤压段位于所述约束筒内;The outer connecting section includes a constraining section and a threaded section, a constraining cylinder and an inner threaded section are designed inside the outer connecting section, the outer threaded connecting section is connected in the inner threaded section, and the extrusion section is located in the constraining cylinder ;
所述外约束套管套设于所述耗能棒材外层,所述外约束套管两端位于所述约束筒内,且与所述挤压段之间具有一定的变形间隙。The outer restraint sleeve is sleeved on the outer layer of the energy-consuming rod, and both ends of the outer restraint sleeve are located in the restraint cylinder and have a certain deformation gap with the extrusion section.
进一步地,所述耗能棒材与外约束套管之间无需灌浆,仅需设定一定的间隙。Further, there is no need for grouting between the energy-consuming rod and the outer restraining sleeve, and only a certain gap needs to be set.
进一步地,还包括定位螺钉,所述外约束套管上设置有定位螺孔;所述定位螺钉通过定位螺孔来限制耗能棒材和外约束套管之间的变形。Further, a positioning screw is also included, and a positioning screw hole is provided on the outer restraint sleeve; the positioning screw restricts the deformation between the energy-consuming rod and the outer restraint sleeve through the positioning screw hole.
进一步地,所述耗能棒材由钢棒或形状记忆合金棒制成。Further, the energy-consuming rod is made of steel rod or shape memory alloy rod.
本发明的有益效果是:The beneficial effects of the present invention are:
(1)本发明中的耗能棒材在耗能变形段不需要削弱,通过在端部与内增强连接段环向挤压的方式进行连接并实现端部增强,这样不会造成材料的浪费。外约束套管直接对耗能棒材进行约束,无需通过灌浆来实现,这样不但减少了施工难度,减轻了耗能装置自身的质量,也提升了耗能装置的疲劳性能。(1) The energy-dissipating bar in the present invention does not need to be weakened in the energy-dissipating deformation section, and is connected by circumferentially extruding the end and the inner reinforcing connecting section to achieve end reinforcement, which will not cause waste of materials. . The outer restraint sleeve directly constrains the energy-consuming bar without grouting, which not only reduces the construction difficulty, but also reduces the quality of the energy-consuming device itself, and also improves the fatigue performance of the energy-consuming device.
(2)整个耗能装置由装配的方式组成,施工简单方便。耗能棒材与外约束套管之间设置定位螺钉,方便控制二者之间的变形间隙。外连接段对外约束管也起到约束作用,这样保证整个耗能装置在受弯作用下仍然可以正常工作。(2) The entire energy-consuming device is composed of an assembly method, and the construction is simple and convenient. Positioning screws are arranged between the energy-dissipating bar and the outer restraining sleeve to facilitate the control of the deformation gap between the two. The outer connecting section also acts as a constraint on the outer restraint tube, which ensures that the entire energy dissipation device can still work normally under the action of bending.
附图说明Description of drawings
图1是本发明公开的无灌浆棒材耗能装置的正视图;Fig. 1 is the front view of the non-grouting bar energy consumption device disclosed by the present invention;
图2是图1中沿A-A线的剖视图;Fig. 2 is a sectional view along line A-A in Fig. 1;
图3是图1中沿B-B线的剖视图;Fig. 3 is the sectional view along B-B line in Fig. 1;
图4是图1中沿C-C线的剖视图;Fig. 4 is the sectional view along C-C line in Fig. 1;
图5是图1中沿D-D线的剖视图;Fig. 5 is the sectional view along D-D line in Fig. 1;
图6是本发明公开的耗能棒材与内增强连接段的连接示意图;Fig. 6 is the connection schematic diagram of the energy-consuming bar disclosed in the present invention and the inner reinforcing connecting section;
图7示出了图6中的耗能棒材的结构示意图;Fig. 7 shows the structural schematic diagram of the energy-consuming bar in Fig. 6;
图8是本发明公开的外约束套管的结构示意图;Fig. 8 is the structural schematic diagram of the outer restraint sleeve disclosed by the present invention;
图9是本发明公开的无灌浆棒材耗能装置的结构示意图;9 is a schematic structural diagram of a grouting-free bar energy consumption device disclosed in the present invention;
图10示出了图9中的定位螺钉的结构示意图;Figure 10 shows a schematic structural diagram of the positioning screw in Figure 9;
图11是本发明公开的内增强连接段的结构示意图;11 is a schematic structural diagram of the inner reinforcing connecting segment disclosed in the present invention;
图12是本发明公开的内增强连接段的正视图;Fig. 12 is the front view of the inner reinforcement connecting segment disclosed by the present invention;
图13示出了图12沿E-E线的剖视图;Figure 13 shows a cross-sectional view along line E-E of Figure 12;
图14是本发明公开的外连接段的结构示意图;14 is a schematic structural diagram of the outer connecting segment disclosed in the present invention;
图15是本发明公开的外连接段的正视图;Figure 15 is a front view of the outer connecting segment disclosed by the present invention;
图16示出了图15沿F-F线的剖视图。FIG. 16 shows a cross-sectional view taken along line F-F of FIG. 15 .
附图标记:1、耗能棒材;11、耗能变形段;12、挤压连接段;2、内增强连接段;21、挤压段;22、挤压孔;23、外螺纹连接段;3、外约束套管;31、约束区域;32、定位螺孔;4、外连接段;41、约束段;42、约束筒;43、内螺纹段;44、螺纹段;5、定位螺钉。Reference numerals: 1. Energy-consuming bar; 11. Energy-consuming deformation section; 12. Extrusion connection section; 2. Internal reinforcement connection section; 21. Extrusion section; 22. Extrusion hole; 23. External thread connection section ;3, outer restraint sleeve; 31, restraint area; 32, positioning screw hole; 4, outer connection section; 41, restraint section; 42, restraint cylinder; 43, internal thread section; 44, thread section; 5, positioning screw .
具体实施方式Detailed ways
为了使本发明的目的、技术方案和优点更加清楚,下面将结合附图对本发明作进一步详细描述,但本发明的实施方式不限于此。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be described in further detail below with reference to the accompanying drawings, but the embodiments of the present invention are not limited thereto.
实施例1:Example 1:
参见图1-16,本实施例公开一种无灌浆棒材耗能装置,包括耗能棒材1、内增强连接段2、外约束套管3以及外连接段4。Referring to FIGS. 1-16 , the present embodiment discloses a grouting-free bar energy dissipation device, including an energy dissipation bar 1 , an inner
参见图7,耗能棒材1包括位于中间的耗能变形段11和位于两端的挤压连接段12;耗能变形段11和挤压连接段12直径相同。耗能棒材1优选采用钢棒或形状记忆合金棒制成。Referring to FIG. 7 , the energy-dissipating bar 1 includes an energy-
参见图11-13,内增强连接段2包括挤压段21和外螺纹连接段23,挤压段21中设有挤压孔22,挤压孔22的直径略大于耗能棒材1的挤压连接段12的直径。参见图2、图6,耗能棒材1的挤压连接段12位于挤压孔22中,对挤压段21外围实施环向挤压使得耗能棒材1与内增强连接段2连接在一起。挤压后,挤压连接段12与挤压段21之间产生的粘结力要大于耗能变形段11的极限承载力。这种连接方式通过对端部增强而使得变形集中在耗能棒材1的中间部位,并且无需对耗能棒材1的耗能变形段11进行削弱。内增强连接段2的加工顺序是先与耗能棒材1挤压连接,然后再加工外螺纹连接段23,这样易于加工,且加工成本低。11-13 , the inner reinforcing connecting
参见图14-16,外连接段4包括约束段41和螺纹段44,在外连接段4内部设计约束筒42和内螺纹段43。其中约束段41与约束筒42是用来约束外约束套管3;内螺纹段43是用来和内增强连接段2的外螺纹连接段23连接,而螺纹段44是在实际应用中用来安装连接的。参见图2,外螺纹连接段23连接于所述内螺纹段43内,挤压段21位于约束筒42内。14-16 , the outer connecting
参见图2、图8,外约束套管3套设于耗能棒材1外层,外约束套管3中部为约束区域31,外约束套管3两端位于约束筒42内,且与挤压段21之间具有一定的变形间隙,从而可以协调耗能棒材1在受压时的变形。耗能棒材1与外约束套管3之间无需灌浆,仅需设定一定的间隙。2 and 8, the
进一步的,参见图8-10,为了限制外约束套管3的滑动,本实施例的无灌浆棒材耗能装置还包括定位螺钉5,并在外约束套管3上设置定位螺孔32。定位螺钉5同时可以起到固定外约束套管3与耗能棒材1之间间隙的作用,定位螺钉5通过定位螺孔32来限制耗能棒材1和外约束套管3之间的变形。Further, referring to FIGS. 8-10 , in order to limit the sliding of the
本实施例中的耗能棒材在耗能变形段不需要削弱,通过在端部与内增强连接段环向挤压的方式进行连接并实现端部增强,这样不会造成材料的浪费。外约束套管直接对耗能棒材进行约束,无需通过灌浆来实现,这样不但减少了施工难度,减轻了耗能装置自身的质量,也提升了耗能装置的疲劳性能。耗能棒材与外约束套管之间设置定位螺钉,方便控制二者之间的变形间隙。外连接段对外约束管也起到约束作用,这样保证整个耗能装置在受弯作用下仍然可以正常工作。整个耗能装置由装配的方式组成,施工简单方便。The energy-dissipating bar in this embodiment does not need to be weakened in the energy-dissipating deformation section, and is connected by circumferentially extruding the end and the inner reinforcing connecting section to achieve end reinforcement, which will not cause waste of material. The outer restraint sleeve directly constrains the energy-consuming bar without grouting, which not only reduces the construction difficulty, but also reduces the quality of the energy-consuming device itself, and also improves the fatigue performance of the energy-consuming device. Positioning screws are arranged between the energy-dissipating bar and the outer restraining sleeve to facilitate the control of the deformation gap between the two. The outer connecting section also acts as a constraint on the outer restraint tube, which ensures that the entire energy dissipation device can still work normally under the action of bending. The whole energy-consuming device is composed by the way of assembly, and the construction is simple and convenient.
以上实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对发明进行了详细的说明,本领域的普通技术人员应当理解: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;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。The above embodiments are only used to illustrate the technical solutions of the present invention, but not to limit them; although the invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: The recorded technical solutions are modified, or some technical features thereof are equivalently replaced; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.
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|---|---|---|---|---|
| US7707788B2 (en) * | 2007-03-19 | 2010-05-04 | Kazak Composites, Incorporated | Buckling restrained brace for structural reinforcement and seismic energy dissipation and method of producing same |
| CN204060749U (en) * | 2014-08-01 | 2014-12-31 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of constant resistance and large deformation anchor rod/anchor cable |
| CN106836927B (en) * | 2017-01-25 | 2019-08-13 | 东南大学 | Pole energy consumption bar |
| CN107965066B (en) * | 2017-11-14 | 2019-07-30 | 东南大学 | A kind of induced damage Observable energy consumption bar |
| CN107842124B (en) * | 2017-11-14 | 2019-08-06 | 东南大学 | An energy-dissipating rod with induced damage and observable bamboo joints |
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2022
- 2022-01-21 CN CN202210073721.XA patent/CN114197681B/en active Active
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| Publication number | Publication date |
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