CN208329250U - A kind of two-way energy consumption mild steel damper applied to workshop beam-ends - Google Patents

A kind of two-way energy consumption mild steel damper applied to workshop beam-ends Download PDF

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CN208329250U
CN208329250U CN201820951483.7U CN201820951483U CN208329250U CN 208329250 U CN208329250 U CN 208329250U CN 201820951483 U CN201820951483 U CN 201820951483U CN 208329250 U CN208329250 U CN 208329250U
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shaped energy
energy dissipation
diamond
web
end plate
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CN201820951483.7U
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Chinese (zh)
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王威
向照兴
徐金兰
梁宇建
侯铭岳
韩斌
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Xian University of Architecture and Technology
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Xian University of Architecture and Technology
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Abstract

本实用新型公开了一种应用于厂房梁端的双向耗能软钢阻尼器,包括上端板、下端板、Z型耗能腹板、第一菱形耗能构件及第二菱形耗能构件;Z型耗能腹板的上端固定于上端板的底部,Z型耗能腹板的下端固定于下端板的上表面上,第一菱形耗能构件与第二菱形耗能构件位于Z型耗能腹板的两侧,第一菱形耗能构件的上端固定于Z型耗能腹板上侧的底部,第一菱形耗能构件的下端固定于下端板的上表面上,第二菱形耗能构件的上端固定于上端板的底部,第二菱形耗能构件的下端固定于Z型耗能腹板下侧的上表面上;上端板的顶部及下端板的底部均设置有用于连接外部构件的连接板,该阻尼器能够实现厂房梁端在多个方向的耗能。

The utility model discloses a two-way energy-dissipating mild steel damper applied to beam ends of workshops, comprising an upper end plate, a lower end plate, a Z-shaped energy-dissipating web, a first diamond-shaped energy-dissipating member and a second diamond-shaped energy-dissipating member; The upper end of the energy dissipation web is fixed on the bottom of the upper end plate, the lower end of the Z-shaped energy dissipation web is fixed on the upper surface of the lower end plate, and the first diamond-shaped energy dissipation member and the second diamond-shaped energy dissipation member are located on the Z-shaped energy dissipation web. The upper end of the first diamond-shaped energy dissipation member is fixed on the bottom of the upper side of the Z-shaped energy dissipation web, the lower end of the first diamond-shaped energy dissipation member is fixed on the upper surface of the lower end plate, and the upper end of the second diamond-shaped energy dissipation member It is fixed on the bottom of the upper end plate, and the lower end of the second diamond-shaped energy dissipation member is fixed on the upper surface of the lower side of the Z-shaped energy dissipation web; the top of the upper end plate and the bottom of the lower end plate are provided with connecting plates for connecting external components, The damper can realize the energy dissipation of the beam end of the workshop in multiple directions.

Description

A kind of two-way energy consumption mild steel damper applied to workshop beam-ends
Technical field
The utility model belongs to civil engineering antidetonation and field of shock absorption, is related to a kind of two-way energy consumption applied to workshop beam-ends Mild steel damper.
Background technique
As antidetonation is more and more important in the structure, the use of high-strength light material, the tall and slender structures such as high level, Super High and Bridge with super-large span continues to bring out, relevant research is also more and more, damping from earthquake-resistant structure to structure again to structure every Vibration, various theories emerges one after another, and so in antidetonation, now more convenient and more commonly used is exactly to be added in building structure Damper, to absorb the energy of earthquake or wind load generation, to improve the anti-seismic performance of structure, with the development of science and technology, respectively Kind of damper constantly updates innovation, carrys out optimal damping device with various principles, for it is various informative, require different engineering Structure selects suitable dashpot type and carries out the reasonably optimizing design of damper how when promoting and applying energy-dissipating tech The development prospect of this technology will be related to, had important practical significance, research worthy of further study.
Energy dissipation is the key that reduction building structure or component are damaged and destroyed in earthquake, applied metal energy consumption damping Device is one of the important means of dissipation seismic energy.Since metal has good hysteretic characteristic after entering mecystasis, and The principle of big energy can be inhaled in elastoplasticity hysteresis deformation process, it has the advantages that cheap, energy dissipation capacity is stable, because And it is used to the energy dissipative device of manufacture different type and construction.
Only being able to satisfy for common damper is consumed energy in one direction, and energy efficiency is lower and limitation is larger.
Utility model content
The shortcomings that the purpose of the utility model is to overcome the above-mentioned prior arts provides a kind of applied to workshop beam-ends Two-way energy consumption mild steel damper, the damper can be realized workshop beam-ends in the energy consumption of multiple directions.
In order to achieve the above objectives, the two-way energy consumption mild steel damper described in the utility model applied to workshop beam-ends includes Upper head plate, bottom plate, Z-type energy consumption web, the first diamond shape dissipative member and the second diamond shape dissipative member;
The bottom of upper head plate is fixed in the upper end of Z-type energy consumption web, and the upper of bottom plate is fixed in the lower end of Z-type energy consumption web On surface, the first diamond shape dissipative member and the second diamond shape dissipative member are located at the two sides of Z-type energy consumption web, and the first diamond shape consumes energy structure The bottom on the upside of Z-type energy consumption web is fixed in the upper end of part, and the upper table of bottom plate is fixed in the lower end of the first diamond shape dissipative member On face, the bottom of upper head plate is fixed in the upper end of the second diamond shape dissipative member, and Z-type is fixed in the lower end of the second diamond shape dissipative member On upper surface on the downside of energy consumption web;
The top of upper head plate and the bottom of bottom plate are provided with the connecting plate for connecting external component.
The first diamond shape dissipative member and the second diamond shape dissipative member are fastened by two V-type energy consumption webs and pass through spiral shell Bolt is formed by connecting.
It is connected between the upper end of first diamond shape dissipative member, the upside and upper head plate of Z-type energy consumption web by the first bolt It connects;
The lower end of first diamond shape dissipative member is fixed on bottom plate by the second bolt;
The upper end of second diamond shape dissipative member is fixed on upper head plate by third bolt;
Second diamond shape dissipative member, Z-type energy consumption web downside and bottom plate between be connected by the 4th bolt;
It is connected between upper head plate and the connecting plate being attached to by the 5th bolt;
It is connected between bottom plate and the connecting plate being attached to by the 6th bolt.
The thickness for the position being in contact on upper head plate with Z-type energy consumption web is less than the thickness of other positions on Z-type energy consumption web Degree.
The thickness for the position being in contact on bottom plate with Z-type energy consumption web is less than the thickness of other positions on Z-type energy consumption web Degree.
The thickness of upper head plate and bottom plate is 20mm.
The utility model has the following beneficial effects:
Two-way energy consumption mild steel damper described in the utility model applied to workshop beam-ends passes through Z when specifically used The cell breath of the Z-type variation of type energy consumption web and the first diamond shape dissipative member and the second diamond shape dissipative member realizes energy consumption, real In the horizontal direction and the energy consumption of vertical direction, to improve whole energy efficiency, effective solution building structure exists existing workshop beam-ends Geological process or the safety issue of other destructions, are effectively protected main structure damage, structure is simple, operation side Just, practicability is extremely strong.
Further, each section is bolted to connection, the residual stress and residual deformation for avoiding welding procedure from generating, together When be easily installed and dismounting and change.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the main view of the utility model;
Fig. 3 is the left view of the utility model;
Fig. 4 is the top view of the utility model;
Fig. 5 is the cross-sectional view of the utility model;
Fig. 6 is the structural schematic diagram of the first diamond shape dissipative member 4 in the utility model;
Fig. 7 is the structural schematic diagram of Z-type energy consumption web 3 in the utility model.
Wherein, 1 it is upper head plate, 2 be bottom plate, 3 be Z-type energy consumption web, 4 be the first diamond shape dissipative member, 5 is the second water chestnut Shape dissipative member, 6 are connecting plate.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing:
As shown in Figures 1 to 7, the two-way energy consumption mild steel damper described in the utility model applied to workshop beam-ends includes Upper head plate 1, bottom plate 2, Z-type energy consumption web 3, the first diamond shape dissipative member 4 and the second diamond shape dissipative member 5;Z-type energy consumption web The bottom of upper head plate 1 is fixed in 3 upper end, and the lower end of Z-type energy consumption web 3 is fixed on the upper surface of bottom plate 2, the first diamond shape Dissipative member 4 and the second diamond shape dissipative member 5 are located at the two sides of Z-type energy consumption web 3, and the upper end of the first diamond shape dissipative member 4 is solid Due to the bottom of 3 upside of Z-type energy consumption web, the lower end of the first diamond shape dissipative member 4 is fixed on the upper surface of bottom plate 2, the The bottom of upper head plate 1 is fixed in the upper end of two diamond shape dissipative members 5, and Z-type energy consumption is fixed in the lower end of the second diamond shape dissipative member 5 On the upper surface of 3 downside of web;The top of upper head plate 1 and the bottom of bottom plate 2 are provided with the company for connecting external component Fishplate bar 6.
The first diamond shape dissipative member 4 and the second diamond shape dissipative member 5 are fastened and are passed through by two V-type energy consumption webs It is bolted;Pass through first between the upper end of first diamond shape dissipative member 4, the upside and upper head plate 1 of Z-type energy consumption web 3 Bolt is connected;The lower end of first diamond shape dissipative member 4 is fixed on bottom plate 2 by the second bolt;Second diamond shape energy consumption structure The upper end of part 5 is fixed on upper head plate 1 by third bolt;Second diamond shape dissipative member 5, Z-type energy consumption web 3 downside and under It is connected between end plate 2 by the 4th bolt;It is connected between upper head plate 1 and the connecting plate 6 being attached to by the 5th bolt It connects;It is connected between bottom plate 2 and the connecting plate 6 being attached to by the 6th bolt.
The thickness for the position being in contact on upper head plate 1 with Z-type energy consumption web 3 is less than other positions on Z-type energy consumption web 3 Thickness, so that the bottom of 3 upside of Z-type energy consumption web and the bottom surface of 1 other positions of upper head plate are flush.
The thickness for the position being in contact on bottom plate 2 with Z-type energy consumption web 3 is less than other positions on Z-type energy consumption web 3 Thickness, the upper surface of Z-type energy consumption web 3 and the upper surface of 2 other positions of bottom plate are flush.
Upper head plate 1 and bottom plate 2 are all made of yield strength as the steel of 345MPa, and the thickness of upper head plate 1 and bottom plate 2 is equal For 20mm, Z-type energy consumption web 3, the first diamond shape dissipative member 4 and the second diamond shape dissipative member 5 are all made of yield strength and are 80Mpa-220MPa, the low-yield mild steel with a thickness of 8mm.
Each section is all made of bolt and is attached in the utility model, is easily installed and dismantles, and avoids due to welding And the welding stress and welding deformation generated.

Claims (6)

1.一种应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,包括上端板(1)、下端板(2)、Z型耗能腹板(3)、第一菱形耗能构件(4)及第二菱形耗能构件(5);1. A two-way energy-dissipating mild steel damper applied to a beam end of a factory building, characterized in that it comprises an upper end plate (1), a lower end plate (2), a Z-shaped energy dissipation web (3), a first diamond-shaped energy dissipation member (4) and the second diamond-shaped energy dissipation member (5); Z型耗能腹板(3)的上端固定于上端板(1)的底部,Z型耗能腹板(3)的下端固定于下端板(2)的上表面上,第一菱形耗能构件(4)与第二菱形耗能构件(5)位于Z型耗能腹板(3)的两侧,第一菱形耗能构件(4)的上端固定于Z型耗能腹板(3)上侧的底部,第一菱形耗能构件(4)的下端固定于下端板(2)的上表面上,第二菱形耗能构件(5)的上端固定于上端板(1)的底部,第二菱形耗能构件(5)的下端固定于Z型耗能腹板(3)下侧的上表面上;The upper end of the Z-shaped energy dissipation web (3) is fixed on the bottom of the upper end plate (1), the lower end of the Z-shaped energy dissipation web (3) is fixed on the upper surface of the lower end plate (2), and the first diamond-shaped energy dissipation member (4) and the second diamond-shaped energy dissipation member (5) are located on both sides of the Z-shaped energy dissipation web (3), and the upper end of the first diamond-shaped energy dissipation member (4) is fixed on the Z-shaped energy dissipation web (3). the bottom of the side, the lower end of the first diamond-shaped energy dissipation member (4) is fixed on the upper surface of the lower end plate (2), the upper end of the second diamond-shaped energy dissipation member (5) is fixed at the bottom of the upper end plate (1), the second The lower end of the diamond-shaped energy dissipation member (5) is fixed on the upper surface of the lower side of the Z-shaped energy dissipation web (3); 上端板(1)的顶部及下端板(2)的底部均设置有用于连接外部构件的连接板(6)。The top of the upper end plate (1) and the bottom of the lower end plate (2) are provided with connecting plates (6) for connecting external components. 2.根据权利要求1所述的应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,所述第一菱形耗能构件(4)及第二菱形耗能构件(5)均由两个V型耗能腹板扣合且通过螺栓连接而成。2. The two-way energy-dissipating mild steel damper applied to the beam end of a factory building according to claim 1, wherein the first diamond-shaped energy-dissipating member (4) and the second diamond-shaped energy-dissipating member (5) are composed of two A V-shaped energy dissipation web is fastened and connected by bolts. 3.根据权利要求1所述的应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,第一菱形耗能构件(4)的上端、Z型耗能腹板(3)的上侧及上端板(1)之间通过第一螺栓相连接;3. The two-way energy-dissipating mild steel damper applied to the beam end of a factory building according to claim 1, characterized in that the upper end of the first diamond-shaped energy-dissipating member (4) and the upper side of the Z-shaped energy-dissipating web (3) and the upper end plate (1) are connected by a first bolt; 第一菱形耗能构件(4)的下端通过第二螺栓固定于下端板(2)上;The lower end of the first diamond-shaped energy dissipation member (4) is fixed on the lower end plate (2) by the second bolt; 第二菱形耗能构件(5)的上端通过第三螺栓固定于上端板(1)上;The upper end of the second diamond-shaped energy dissipation member (5) is fixed on the upper end plate (1) by the third bolt; 第二菱形耗能构件(5)、Z型耗能腹板(3)的下侧及下端板(2)之间通过第四螺栓相连接;The second diamond-shaped energy dissipation member (5), the lower side of the Z-shaped energy dissipation web (3) and the lower end plate (2) are connected by fourth bolts; 上端板(1)与连接于其上的连接板(6)之间通过第五螺栓相连接;The upper end plate (1) and the connecting plate (6) connected to it are connected by a fifth bolt; 下端板(2)与连接于其上的连接板(6)之间通过第六螺栓相连接。The lower end plate (2) and the connecting plate (6) connected to it are connected by sixth bolts. 4.根据权利要求1所述的应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,上端板(1)上与Z型耗能腹板(3)相接触的位置的厚度小于Z型耗能腹板(3)上其他位置的厚度。4. The two-way energy-dissipating mild steel damper applied to the beam end of a factory building according to claim 1, wherein the thickness of the position where the upper end plate (1) is in contact with the Z-shaped energy-dissipating web (3) is less than Z thickness at other locations on the dissipative web (3). 5.根据权利要求1所述的应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,下端板(2)上与Z型耗能腹板(3)相接触的位置的厚度小于Z型耗能腹板(3)上其他位置的厚度。5. The two-way energy-dissipating mild steel damper applied to the beam end of a factory building according to claim 1, wherein the thickness of the position where the lower end plate (2) is in contact with the Z-shaped energy-dissipating web (3) is less than Z thickness at other locations on the dissipative web (3). 6.根据权利要求1所述的应用于厂房梁端的双向耗能软钢阻尼器,其特征在于,上端板(1)及下端板(2)的厚度均为20mm。6 . The two-way energy-dissipating mild steel damper applied to the beam end of a factory building according to claim 1 , wherein the thicknesses of the upper end plate ( 1 ) and the lower end plate ( 2 ) are both 20 mm. 7 .
CN201820951483.7U 2018-06-20 2018-06-20 A kind of two-way energy consumption mild steel damper applied to workshop beam-ends Expired - Fee Related CN208329250U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111173158A (en) * 2020-02-11 2020-05-19 辽宁科技大学 A graded yielding Z-shaped mild steel damper

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111173158A (en) * 2020-02-11 2020-05-19 辽宁科技大学 A graded yielding Z-shaped mild steel damper
CN111173158B (en) * 2020-02-11 2025-04-25 辽宁科技大学 A graded yield Z-shaped mild steel damper

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