CN211548175U - Be used for removable wave form steel sheet of column bottom and add memory alloy cylinder power consumption bearing diagonal - Google Patents
Be used for removable wave form steel sheet of column bottom and add memory alloy cylinder power consumption bearing diagonal Download PDFInfo
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- CN211548175U CN211548175U CN201922376612.1U CN201922376612U CN211548175U CN 211548175 U CN211548175 U CN 211548175U CN 201922376612 U CN201922376612 U CN 201922376612U CN 211548175 U CN211548175 U CN 211548175U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 113
- 239000010959 steel Substances 0.000 title claims abstract description 113
- 229910001285 shape-memory alloy Inorganic materials 0.000 title claims abstract description 31
- 125000006850 spacer group Chemical group 0.000 claims description 30
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Abstract
Description
技术领域technical field
本实用新型属于抗震与减震领域,涉及一种用于柱底可更换波形钢板加记忆合金圆柱耗能斜支撑。The utility model belongs to the field of anti-seismic and shock absorption, and relates to an energy-dissipating oblique support for a column bottom with a replaceable corrugated steel plate and a memory alloy column.
背景技术Background technique
在框架体系中,承重柱使用较多,整体结构的受力还是以承重柱为主,所以承重柱的安全至关重要。现如今全世界地震次数愈发频繁,大部分框架结构的建筑物局部或整体倒塌是由于框架柱的破坏,钢筋混凝土柱在承担轴向压力的同时还有承受往复水平荷载的作用,抗弯、抗剪强度或者延性不足都有可能引起柱子的开裂或破坏。在讲究效益的今天,将一些受当时技术局限而盖成的建筑物拆除显然不合理,这就要求在柱子周边加入耗能构件。In the frame system, the load-bearing columns are used more, and the load-bearing columns are the main force of the overall structure, so the safety of the load-bearing columns is very important. Nowadays, the number of earthquakes in the world is becoming more and more frequent. Most of the buildings with frame structures collapse partially or as a whole due to the damage of the frame columns. The reinforced concrete columns bear the axial pressure and also bear the reciprocating horizontal load. Insufficient shear strength or ductility can cause cracking or failure of the column. Today, it is obviously unreasonable to demolish some buildings that are limited by the technology at that time, which requires adding energy-consuming components around the columns.
框架柱在受到地震荷载下,容易在柱底处形式塑性铰,极易产生倾斜。柱底的破坏大部分是由于结构中存在薄弱层,在地震时由于薄弱层变形过大而在柱底形成塑性铰而破坏。The frame column is prone to form plastic hinges at the bottom of the column under seismic load, and it is easy to tilt. The failure of the column bottom is mostly due to the existence of weak layers in the structure. During the earthquake, due to the excessive deformation of the weak layer, plastic hinges are formed at the bottom of the column.
实用新型内容Utility model content
本实用新型的目的在于克服上述现有技术的缺点,提供了一种用于柱底可更换波形钢板加记忆合金圆柱耗能斜支撑,该支撑能够有效的避免在柱底形成塑性铰,继而保护柱子的安全性。The purpose of this utility model is to overcome the above-mentioned shortcomings of the prior art, and to provide a column bottom replaceable corrugated steel plate and a memory alloy cylindrical energy-dissipating oblique support, which can effectively avoid the formation of plastic hinges at the column bottom, thereby protecting the Column safety.
为达到上述目的,本实用新型所述的用于柱底可更换波形钢板加记忆合金圆柱耗能斜支撑包括四根倾斜支撑构件,其中,四个倾斜支撑构件依次设置于柱的四个侧面,且各倾斜支撑构件均包括垫板、第一三角垫块、第二三角垫块及底板;In order to achieve the above purpose, the utility model for the column bottom replaceable corrugated steel plate and memory alloy cylindrical energy dissipation inclined support comprises four inclined support members, wherein the four inclined support members are arranged on the four sides of the column in sequence, and each inclined support member includes a pad, a first triangular pad, a second triangular pad and a bottom plate;
垫板固定于柱底部的侧面,第一三角垫块固定于垫板上,第二三角垫块固定于底板上,第一三角垫块与第二三角垫块之间设置有第一平钢板及第二平钢板,其中,第一平钢板与第一三角垫块的斜面之间设置有若干第一波形钢板,第二平钢板与第二三角垫块的斜面之间设置有若干第二波形钢板,第一平钢板与第二平钢板之间固定有若干记忆合金圆柱。The pad is fixed on the side of the bottom of the column, the first triangular pad is fixed on the pad, the second triangular pad is fixed on the bottom plate, and a first flat steel plate and a second triangular pad are arranged between the first triangular pad and the second triangular pad. The second flat steel plate, wherein several first corrugated steel plates are arranged between the first flat steel plate and the inclined surface of the first triangular spacer, and several second corrugated steel plates are disposed between the second flat steel plate and the inclined surface of the second triangular spacer , a number of memory alloy cylinders are fixed between the first flat steel plate and the second flat steel plate.
第一三角垫块与垫板之间以及第二三角垫块与底板之间均设置有若干加劲肋。Several stiffening ribs are arranged between the first triangular spacer block and the backing plate and between the second triangular spacer block and the bottom plate.
第一波形钢板的数目为四块,四块第一波形钢板沿周向依次分布,第二波形钢板的数目为四块,四块第二波形钢板沿周向依次分布。The number of the first corrugated steel plates is four, and the four first corrugated steel plates are sequentially distributed along the circumferential direction, and the number of the second corrugated steel plates is four, and the four second corrugated steel plates are sequentially distributed along the circumferential direction.
记忆合金圆柱的数目为四根,其中,四根记忆合金圆柱沿周向依次分布。The number of memory alloy cylinders is four, wherein the four memory alloy cylinders are sequentially distributed along the circumferential direction.
第一三角垫块的横截面及第二三角垫块的横截面均为直角三角形。The cross-section of the first triangular spacer and the cross-section of the second triangular spacer are both right-angled triangles.
各第一波形钢板的端部与第一三角垫块的斜面相垂直,各第二波形钢板的端部与第二三角垫块的斜面相垂直。The end of each first corrugated steel plate is perpendicular to the inclined surface of the first triangular spacer, and the end of each second corrugated steel plate is perpendicular to the inclined surface of the second triangular spacer.
各第一波形钢板的端部与第一平钢板相垂直,各第二波形钢板的端部与第二平钢板相垂直。The end of each first corrugated steel plate is perpendicular to the first flat steel plate, and the end of each second corrugated steel plate is perpendicular to the second flat steel plate.
第一波形钢板与第一平钢板的连接位置距第一平钢板边缘的最小距离为20cm;第二波形钢板与第二平钢板的连接位置距第二平钢板边缘的最小距离为20cm。The minimum distance between the connection position of the first corrugated steel plate and the first flat steel plate from the edge of the first flat steel plate is 20cm; the minimum distance between the connection position of the second corrugated steel plate and the second flat steel plate from the edge of the second flat steel plate is 20cm.
记忆合金圆柱的轴线垂直于第一平钢板及第二平钢板,第一平钢板与水平面的夹角为45°,第二平钢板与水平面的夹角为45°。The axis of the memory alloy cylinder is perpendicular to the first flat steel plate and the second flat steel plate, the included angle between the first flat steel plate and the horizontal plane is 45°, and the included angle between the second flat steel plate and the horizontal plane is 45°.
垫板及底板上均设置于孔洞,其中,垫板与柱底部的侧面通过螺栓相连接。Both the backing plate and the bottom plate are arranged in the holes, wherein the backing plate and the side surface of the bottom of the column are connected by bolts.
本实用新型具有以下有益效果:The utility model has the following beneficial effects:
本实用新型所述的用于柱底可更换波形钢板加记忆合金圆柱耗能斜支撑在具体操作时,在输入外部能量时,通过记忆合金圆柱、第一波形钢板及第二波形钢板压缩变形进行耗能,进而保护柱底免遭破坏,防止在柱底处形成塑性铰,大大提升经济效益,有效的提高了柱子的承载力,确保柱子不因震动而发生损坏,结构简单,操作方便,实用性极强。The energy-consuming oblique support of the replaceable corrugated steel plate at the bottom of the column and the memory alloy cylindrical energy-dissipating support according to the present utility model is carried out through the compression deformation of the memory alloy column, the first corrugated steel plate and the second corrugated steel plate when external energy is input during the specific operation. Energy consumption, thereby protecting the bottom of the column from damage, preventing the formation of plastic hinges at the bottom of the column, greatly improving economic benefits, effectively improving the bearing capacity of the column, and ensuring that the column is not damaged due to vibration. The structure is simple, easy to operate, and practical Extremely sexual.
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为本实用新型中倾斜支撑构件的结构示意图。FIG. 2 is a schematic structural diagram of an inclined support member in the utility model.
其中,11为垫板、12为底板、21为第一三角垫块、22为第二三角垫块、31为第一波形钢板、32为第二波形钢板、41为第一平钢板、42为第二平钢板、5为记忆合金圆柱、6为加劲肋。Among them, 11 is the backing plate, 12 is the bottom plate, 21 is the first triangular pad, 22 is the second triangular pad, 31 is the first corrugated steel plate, 32 is the second corrugated steel plate, 41 is the first flat steel plate, 42 is the The second flat steel plate, 5 is a memory alloy cylinder, and 6 is a stiffening rib.
具体实施方式Detailed ways
下面结合附图对本实用新型做进一步详细描述:Below in conjunction with accompanying drawing, the utility model is described in further detail:
参考图1至图2,本实用新型所述的用于柱底可更换波形钢板加记忆合金圆柱耗能斜支撑包括四根倾斜支撑构件,其中,四个倾斜支撑构件依次设置于柱的四个侧面,且各倾斜支撑构件均包括垫板11、第一三角垫块21、第二三角垫块22及底板12;垫板11固定于柱底部的侧面,第一三角垫块21固定于垫板11上,第二三角垫块22固定于底板12上,第一三角垫块21与第二三角垫块22之间设置有第一平钢板41及第二平钢板42,其中,第一平钢板41与第一三角垫块21的斜面之间设置有若干第一波形钢板31,第二平钢板42与第二三角垫块22的斜面之间设置有若干第二波形钢板32,第一平钢板41与第二平钢板42之间固定有若干记忆合金圆柱5,其中,第一三角垫块21与垫板11之间以及第二三角垫块22与底板12之间均设置有若干加劲肋6。Referring to FIGS. 1 to 2 , the energy-dissipating oblique support used for the column bottom replaceable corrugated steel plate and memory alloy cylinder according to the present invention includes four inclined support members, wherein the four inclined support members are sequentially arranged on four of the columns. side, and each inclined support member includes a
第一波形钢板31的数目为四块,四块第一波形钢板31沿周向依次分布,第二波形钢板32的数目为四块,四块第二波形钢板32沿周向依次分布;记忆合金圆柱5的数目为四根,其中,四根记忆合金圆柱5沿周向依次分布。The number of the first
第一三角垫块21的横截面及第二三角垫块22的横截面均为直角三角形;各第一波形钢板31的端部与第一三角垫块21的斜面相垂直,各第二波形钢板32的端部与第二三角垫块22的斜面相垂直;各第一波形钢板31的端部与第一平钢板41相垂直,各第二波形钢板32的端部与第二平钢板42相垂直。The cross-section of the first
第一波形钢板31与第一平钢板41的连接位置距第一平钢板41边缘的最小距离为20cm;第二波形钢板32与第二平钢板42的连接位置距第二平钢板42边缘的最小距离为20cm;记忆合金圆柱5的轴线垂直于第一平钢板41及第二平钢板42,第一平钢板41与水平面的夹角为45°,第二平钢板42与水平面的夹角为45°;垫板11及底板12上均设置于孔洞,其中,垫板11与柱底部的侧面通过螺栓相连接。The minimum distance between the connection position of the first
本实用新型能够对既有建筑物在不破坏的情况下对柱子进行加固处理;同时还能够避免柱子在发生震动时在柱底形成塑性铰,大大提升柱子延性,加强了柱子承载能力;同时还能够吸收地震对柱子造成的损坏,即提升了经济效益,也提升了安全性,能够降低了因柱子倾斜而发生的倒塌的可能性。The utility model can reinforce the columns without destroying the existing buildings; at the same time, it can avoid the formation of plastic hinges at the bottom of the columns when the columns vibrate, greatly improve the ductility of the columns, and strengthen the bearing capacity of the columns; It can absorb the damage caused by the earthquake to the column, which not only improves the economic efficiency, but also improves the safety, and can reduce the possibility of collapse due to the tilt of the column.
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