JP2019214926A - Single pendulum - viscous liquid combination damper - Google Patents
Single pendulum - viscous liquid combination damper Download PDFInfo
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- JP2019214926A JP2019214926A JP2018246332A JP2018246332A JP2019214926A JP 2019214926 A JP2019214926 A JP 2019214926A JP 2018246332 A JP2018246332 A JP 2018246332A JP 2018246332 A JP2018246332 A JP 2018246332A JP 2019214926 A JP2019214926 A JP 2019214926A
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- 239000007788 liquid Substances 0.000 title claims abstract description 116
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 67
- 239000010959 steel Substances 0.000 claims abstract description 67
- 239000000243 solution Substances 0.000 claims abstract description 25
- 238000002347 injection Methods 0.000 claims abstract description 16
- 239000007924 injection Substances 0.000 claims abstract description 16
- 239000000725 suspension Substances 0.000 claims abstract description 13
- 230000002265 prevention Effects 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims description 5
- 229920002545 silicone oil Polymers 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 description 9
- 239000002184 metal Substances 0.000 description 7
- 238000013016 damping Methods 0.000 description 6
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000001629 suppression Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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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
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Abstract
Description
本発明は建築耐震技術分野を取り上げて、具体的には単振り子ー粘性液体連合ダンパーである。 The present invention covers the field of building seismic technology, specifically a single pendulum-viscous liquid combined damper.
高層建築、特に１５０ｍを超えた超高層建築は、水平方向での荷重効果が著しく、そのため風荷重と、地震荷重が構造デザインの主要なコントロール要素である。風荷重と地震荷重がいすれもランダム荷重であり、構造振動を引き起こし、構造にダンパーなどの適合な減衰装置を装着することにより構造振動の影響を有効に下がらせることができ（例えば構造の層間横変位、頂部変位、頂部加速度、土台転覆曲げモーメントとトルクなど）、それにより構造の耐風と耐震の性能が上げられる。
常用のダンパーがTMD（Tuned Mass Damper チューニング質量ダンパー）とTLD（Tuned Liquid Damper チューニング液体ダンパー）。普通の場合には、TMDあるいはTLDシステムの一階固有振動数が構造総体の一階固有振動数と比較的に近いことを必要とし、且つTMDあるいはTLDシステムの質量が十分に大きいことを必要とし、それにより主体構造の振動位相と逆であって十分に大きな振動が生み出され、このようにTMDあるいはTLDシステムは振動が主体構造に対して生じた力により主体構造振動の振り幅を有効に抑制することができ、そこからエネンルギー消散と減衰の効果ができる。但し通常のTMDあるいはTLDシステムは下記の問題が往往にしてある：（１）TLDシステムは構造の水平方向の振動に対してより効果的に抑制するには一般により大きい質量が必要であり、、特に構造の総質量が比較的に高い高層建築に対しては、巨大な容器でなければ十分の溶体を収容することができなく、スペースを占用する他、施工も不便である；（２）TMDシステムが比較的に大きい質量を必要とし、TMD質量は主体構造の質量の１％ぐらいに達しなければ、よりよく振動抑制の効果ができないと普通に考えられ、しかし大きすぎる質量がホスティング工事に大きな困難をもたらし、その同時に構造総体のリスクが増加される；（３）現有のTMDシステムは一般に上部が吊りバーを主体構造と接続させ、下部が金属制動連接棒を利用しサポートとし、且つ金属制動連接棒が下部の構造と接続され（例えば台北の１０１建物のTMDの振動コントロールシステム）、このようなシステムの機械構造が比較的に複雑であり、建造コストと、メンテナンスコストがいずれもより高い。
Tall buildings, especially skyscrapers over 150m, have a significant horizontal loading effect, so wind and seismic loads are the main control elements of structural design. Both wind and seismic loads are random loads, which can cause structural vibrations and reduce the effects of structural vibrations effectively by installing suitable damping devices such as dampers on the structure (for example, the structure Displacement, top displacement, top acceleration, base overturning bending moment and torque, etc., thereby improving the wind and seismic performance of the structure.
Common dampers are TMD (Tuned Mass Damper Tuning Mass Damper) and TLD (Tuned Liquid Damper Tuning Liquid Damper). In the normal case, the first order natural frequency of the TMD or TLD system needs to be relatively close to the first order natural frequency of the structural body, and the mass of the TMD or TLD system needs to be sufficiently large. , Thereby producing a sufficiently large vibration that is opposite to the vibration phase of the main structure. In this way, the TMD or TLD system effectively suppresses the amplitude of the main structure vibration by the force generated by the vibration on the main structure Which can have the effect of energy dissipation and attenuation. However, conventional TMD or TLD systems suffer from the following problems: (1) TLD systems generally require a higher mass to more effectively suppress the horizontal vibration of the structure; Especially for high-rise buildings where the total mass of the structure is relatively high, a large container cannot accommodate enough solution, occupies space and is inconvenient to construct; (2) TMD If the system requires a relatively large mass, and the TMD mass does not reach about 1% of the mass of the main structure, it is generally considered that the effect of vibration suppression cannot be improved, but too large mass is large for hosting work. Presents difficulties and at the same time increases the risk of the overall structure; (3) existing TMD systems generally use a suspension bar connected to the main structure at the top and support using metal brake connecting rods at the bottom. In addition, the metal brake connecting rod is connected to the lower structure (for example, the vibration control system of TMD of 101 building in Taipei), the mechanical structure of such system is relatively complicated, and both the construction cost and the maintenance cost are low. Also higher.
上記の問題に対して、本発明は振り子単振り子ー粘性液体連合制振器ダンパーを提供し、振り子単振り子ー粘性液体連合制振器ダンパーは構造がより簡単で、体積質量がより小さく、エネルギー消費と振動減衰の効果がよく、騒音が小さいなどのメリットがある。 In response to the above problems, the present invention provides a pendulum-single pendulum-viscous liquid combined damper, wherein the pendulum-single pendulum-viscous liquid combined damper has a simpler structure, smaller volume mass, lower energy It has the advantages of good consumption and vibration damping and low noise.
単振り子ー粘性液体連合ダンパーは鋼索吊り付けノードと、鋼索と、単振り子質量ブロックと、液体容器と、粘性有機溶体と、こぼれ防止溝を含む；こぼれ防止溝が建築の内部の台に装着され、液体容器がこぼれ防止溝の中に置かれ、液体容器の上部には若干の液体注入穴が設置され、液体容器の中には粘性有機液体が添加されている；鋼索吊り付けノードが建築内部の上部に設置され、且つ液体容器の上方に位置する；鋼索の首端が鋼索吊り付けノードに固定され、鋼索の末端に単振り子質量ブロックを装着し、且つ単振り子質量ブロックを粘性有機溶体の中に浸ける。この構造を採用すると、単振り子システムの逆方向の振動を利用して主体構造の振動エネルギーを転移し、また単振り子質量ブロックと粘性有機液体との間の摩擦及び粘性有機液体と容器壁との間の摩擦を利用してエネルギーを消費することができ、そこからエネルギー消費の手段を増やし、ダンパーシステムが主体構造の振動を抑制する効果を増強することができる。その同時に構造が簡単で、施工が便利で、占用体積と質量がより小さく、且つ騒音が小さい。 Simple pendulum-viscous liquid combined damper includes steel rope suspension node, steel rope, simple pendulum mass block, liquid container, viscous organic solution, and spill-prevention groove; spill-prevention groove is mounted on the platform inside the building The liquid container is placed in the spill-prevention groove, the top of the liquid container is provided with a small liquid injection hole, and the liquid container is filled with viscous organic liquid; Installed on top of and above the liquid container; the neck end of the steel cable is fixed to the steel cable suspension node, a simple pendulum mass block is attached to the end of the steel cable, and the simple pendulum mass block is attached to the viscous organic solution. Soak in. When this structure is adopted, the vibration energy of the main structure is transferred by using the vibration in the opposite direction of the simple pendulum system, and the friction between the simple pendulum mass block and the viscous organic liquid and the viscosity of the viscous organic liquid and the container wall are changed. Energy can be consumed by utilizing friction between them, and from this, energy consumption can be increased, and the effect of the damper system to suppress vibration of the main structure can be enhanced. At the same time, the structure is simple, the construction is convenient, the occupation volume and mass are smaller, and the noise is small.
好ましい形態の一つとして、液体容器が円柱形を呈し、液体容器の上端が開口している；単振り子質量ブロックが球状を呈する；且つ液体容器の高さが単振り子質量ブロックの直径より大きく、液体容器の直径が単振り子質量ブロックの直径より大きい。この構造を採用すると、単振り子質量ブロックが粘性有機溶体の中に浸かることができ、単振り子質量ブロックと粘性有機液体との間の摩擦をより多く利用してエネルギー消費することができ、エネルギー消費と減衰効果が上がれる。 In one preferred form, the liquid container has a cylindrical shape and the upper end of the liquid container is open; the single pendulum mass block has a spherical shape; and the height of the liquid container is larger than the diameter of the single pendulum mass block, The diameter of the liquid container is larger than the diameter of the simple pendulum mass block. By adopting this structure, the simple pendulum mass block can be immersed in the viscous organic solution, and the friction between the simple pendulum mass block and the viscous organic liquid can be used more and energy can be consumed. And the damping effect increases.
好ましい形態の一つとして、液体容器の高さが単振り子質量ブロックの直径の1.5倍より大きい。液体容器の直径が単振り子質量ブロックの直径の2.5倍より大きい。この構造を採用すると、より多い体積の粘性有機溶体が単振り子質量ブロックをより完全に粘性有機溶体の中に浸からせることができる他、粘性郵送液体と液体容器壁との間の摩擦が増えることにより、エネルギー消費の効果をより十分に上げ、エネルギー消費と減衰効果を高めることができる。 In one preferred form, the height of the liquid container is greater than 1.5 times the diameter of the simple pendulum mass block. The diameter of the liquid container is greater than 2.5 times the diameter of the single pendulum mass block. This structure allows a larger volume of viscous organic solution to immerse the single pendulum mass block more completely into the viscous organic solution and increases friction between the viscous mailed liquid and the liquid container wall As a result, the effect of energy consumption can be more sufficiently increased, and the energy consumption and the damping effect can be enhanced.
好ましい形態の一つとして、粘性有機溶体は２０℃での動的粘度が５００〜３０００mPa.sの粘性有機溶体である。この構造を採用すると、粘性係数が適合な有機溶体を採用し、単振り子システムのエネルギー消費の作用を妨碍しない上に、単振り子質量ブロックと粘性有機液体との間の摩擦及び粘性有機液体と容器壁との間の摩擦を増加することができ、更にエネルギー消費と減衰を増強し、エネルギー消費と減衰の効果を高めることができる。 In one preferred form, the viscous organic solution is a viscous organic solution having a dynamic viscosity at 20 ° C. of 500 to 3000 mPa.s. When this structure is adopted, an organic solution with a suitable viscosity coefficient is adopted, not only does not hinder the effect of energy consumption of the simple pendulum system, but also the friction between the simple pendulum mass block and the viscous organic liquid, and the viscous organic liquid and the container Friction between the walls can be increased, energy consumption and damping can be enhanced, and the effect of energy consumption and damping can be enhanced.
好ましい形態の一つとして、粘性有機溶体がシリコン油である。この構造を採用すると、同時に単振り子の減衰と粘性有機液体の摩擦減衰をより良好に両立させることができる。 In one preferred form, the viscous organic solution is silicone oil. By adopting this structure, it is possible to simultaneously achieve both the attenuation of the simple pendulum and the friction attenuation of the viscous organic liquid.
好ましい形態の一つとして、鋼索は引張強さが２１６０MPaである高強度の索条で作られる。鋼索の平均外径が単振り子質量ブロックの重さにより計算され、弾性抗張力が単振り子質量ブロックの重さの三倍以上であることを要求とする。この構造を採用すると、鋼索の弾性張力がよく、単振り子質量ブロックが限界に至る場合の運動とストレスに耐え、システム運行の安定と安全を維持することができる。 In one preferred form, the steel cord is made of a high-strength cord having a tensile strength of 2160 MPa. The average outer diameter of the steel cable is calculated by the weight of the single pendulum mass block, and requires that the elastic tensile strength be at least three times the weight of the single pendulum mass block. When this structure is adopted, the elastic tension of the steel cable is good, the movement and stress when the single pendulum mass block reaches the limit can be maintained, and the stability and safety of the system operation can be maintained.
好ましい形態の一つとして、鋼索吊り付けノードが十字型を呈し、鋼索吊り付けノードの中心には円溝が設置され、円溝の底部には円穴が設置される；鋼索吊り付けノードが建築内の上層床のビームに架けられる。この構造を採用すると、吊り付けノードの構造が簡単であり、構造が堅牢であり、鋼索を安定に固定することができる。 In one preferred form, the steel cable hanging node has a cross shape, a circular groove is provided at the center of the steel cable hanging node, and a circular hole is provided at the bottom of the circular groove; It is hung on the beam of the upper floor inside. With this structure, the structure of the suspension node is simple, the structure is robust, and the steel cable can be fixed stably.
好ましい形態の一つとして、鋼索が四本に分けられ、且つ鋼索吊り付けノードの円溝内壁にアンカボルト固定され、アンカボルト固定された後、四本の鋼索が一つの鋼索に混ぜ合わされて円溝底部の円穴から突き通る。この構造を採用すると、鋼索をより安定に装着することができ、且つ四つから混ぜ合わされた鋼索の強さと装着堅牢さがより良く、システムがより安定である。 In one preferred form, the steel cable is divided into four parts, fixed to the inner wall of the groove of the steel cable suspension node with anchor bolts, fixed to the anchor bolts, and then mixed with one steel cable to form a circle. Penetrate through the circular hole at the bottom of the groove. By adopting this structure, the steel cable can be mounted more stably, and the strength and mounting robustness of the steel cable mixed from four are better, and the system is more stable.
好ましい形態の一つとして、単振り子質量ブロックが不銹鋼材質で作られるのである。この構造を採用すると、耐蝕で、単振り子質量ブロックが長持ちできる。 In one preferred form, the single pendulum mass block is made of stainless steel material. If this structure is adopted, the single pendulum mass block can be durable because of corrosion resistance.
好ましい形態の一つとして、液体容器の上部の液体注入穴が液体注入パイプと接続され、こぼれ防止溝には液体排出穴が設置され、液体排出穴がビルの液体排出パイプと接続され、この構造を採用すると、粘性有機液体を注ぐことに便利で、且つ注ぐ速度が速くなる；溢れた液体はタイムリーに排出されることが保証でき、想像以外の場合に液体が外へ溢れ出ることを防止することができる。 In one preferred form, the liquid injection hole at the top of the liquid container is connected to the liquid injection pipe, the liquid discharge hole is installed in the spill prevention groove, and the liquid discharge hole is connected to the liquid discharge pipe of the building. Adopting viscous organic liquid makes it convenient and quick to pour; overflowing liquid can be guaranteed to be discharged in a timely manner, preventing liquid from overflowing outside of the imagination can do.
本発明のメリット： Advantages of the present invention:
単振り子質量ブロックと粘性液体を利用して連合組み合わせて高層建築の振動をコントロールするダンパーシステムは、単振り子システムの逆方向の振動を利用し主体構造の振動エネルギーを転移した他、また単振り子質量ブロックと粘性液体との間の摩擦及び粘性液体と容器壁との間の摩擦を利用してエネルギーを消費し、そこからエネルギー消費の手段が増え、ダンパーシステムが主体構造の振動を抑制する効果を強めることができる。 The damper system, which controls the vibration of a high-rise building by combining a single pendulum mass block and a viscous liquid, is used to transfer the vibration energy of the main structure using the vibration of the single pendulum system in the opposite direction. Energy is consumed by utilizing the friction between the block and the viscous liquid and the friction between the viscous liquid and the container wall, and the means of energy consumption increase from there, and the damper system has the effect of suppressing vibration of the main structure. Can be strengthened.
本発明の中に発生した単振り子質量ブロックと粘性液体との間の摩擦及び粘性液体と容器壁との間の摩擦がいずれも固体と液体との間の摩擦であり、普通の摩擦振り子ダンパーが固体と固体との間の摩擦を利用してエネルギーを消費することより、本ダンパーは仕事している時にあまり騒音が出なく、利用者に対する妨碍がより小さく、利用者がより楽に利用できる。 The friction between the single pendulum mass block and the viscous liquid and the friction between the viscous liquid and the container wall generated in the present invention are both the friction between the solid and the liquid, and the ordinary friction pendulum damper is used. By consuming energy using the friction between solids, the damper produces less noise when working, has less obstruction to the user, and is more comfortable for the user.
下記には付図を参照し本発明をさらなる詳しく説明する。 The present invention will be described in more detail below with reference to the accompanying drawings.
単振り子ー粘性液体連合ダンパーが鋼索吊り付けノードと、鋼索と、単振り子質量ブロックと、液体容器と、粘性有機溶体と、こぼれ防止溝を含む；こぼれ防止溝が定盤に装着され、こぼれ防止溝の側壁には液体排出穴が設置され、液体容器がこぼれ防止溝の中に置かれ、液体容器の上部には液体注入穴が設置され、液体注入穴の数は若干であり、液体容器の中には粘性有機液体が添加される；鋼索吊り付けノードが液体容器の上方に設置され、鋼索の一端が鋼索吊り付けノードにアンカボルト固定され、鋼索の他端には単振り子質量ブロックが固定され、鋼索の長さが十分に長いことで、単振り子質量ブロックが粘性溶体の中に浸けることができる。 Simple pendulum-viscous liquid combined damper includes steel rope suspension node, steel rope, simple pendulum mass block, liquid container, viscous organic solution, and spill-prevention groove; spill-prevention groove is mounted on surface plate to prevent spill A liquid discharge hole is provided on the side wall of the groove, a liquid container is placed in the spill prevention groove, and a liquid injection hole is provided at the top of the liquid container. Inside is a viscous organic liquid; a steel cable hanging node is installed above the liquid container, one end of the steel cable is anchored to the steel cable hanging node, and a single pendulum mass block is fixed to the other end of the steel cable When the length of the steel cable is long enough, the simple pendulum mass block can be immersed in the viscous solution.
鋼索吊り付けノードが十字型を呈し、鋼索吊り付けノードは十字に交差して接続するロッドにより形成されて、鋼索吊り付けノードの中心には円溝が設置され、円溝の底部には円穴が設置される；鋼索吊り付けノードが建築内の上層床のビームに架けられる。鋼索が四本に分けられ、円溝内壁に均一分布され、且つ鋼索吊り付けノードの円溝内壁にアンカボルト固定される；各鋼索が円溝内壁により鋼索吊り付けノードのロッドの中にアンカボルト固定される；アンカボルト固定された後、四本の鋼索が一本の鋼索に混ぜ合わして円溝底部の円穴から突き通る。 The steel cable hanging node has a cross shape, and the steel cable hanging node is formed by rods crossing and connecting in a cross. A circular groove is installed at the center of the steel cable hanging node, and a circular hole is provided at the bottom of the circular groove. Will be installed; steel cable suspension nodes will be hung on beams on the upper floor in the building. The steel cable is divided into four parts, uniformly distributed on the inner wall of the groove, and anchor bolts are fixed to the inner wall of the steel cable hanging node; each steel cable is anchored by the inner wall of the steel cable in the rod of the steel cable hanging node. After being fixed with anchor bolts, four steel cords are mixed into one steel cord and penetrate through the circular hole at the bottom of the groove.
鋼索が高強度であり、鋼索の弾性限界に相応する抗張力が少なくとも単振り子質量ブロックの純量の三倍以上であることで、ダンパーシステムの安全を保証することができる。本実施例の中に、鋼索は抗張力強度が２１６０MPaの高強度の索条で作られるのである。鋼索は十分な長さが必要で、それにより単振り子質量ブロックが粘性溶体の中に浸かることができる。 The safety of the damper system can be assured because the steel cable has high strength and the tensile strength corresponding to the elastic limit of the steel cable is at least three times or more than the net amount of the single pendulum mass block. In this embodiment, the steel cable is made of a high-strength cable having a tensile strength of 2160 MPa. The steel cord must be long enough so that the single pendulum mass block can be immersed in the viscous solution.
本実施例には単振り子質量ブロックが球状の金属ブロックである。球状金属ブロックの質量が高層建築自体の質量により推算されることができ、球状金属ブロックの材質は耐蝕で、密度が大きく、好ましくは不銹鋼材質である。 In this embodiment, the simple pendulum mass block is a spherical metal block. The mass of the spherical metal block can be estimated from the mass of the high-rise building itself, and the material of the spherical metal block is corrosion resistant, has a high density, and is preferably a stainless steel material.
粘性有機溶体は四つの基本的な条件を満たす必要がある：粘性率が大きく、揮発しにくく、発火点が高く、無毒性である。本実施例には、粘性有機溶体がシリコーン油である。 Viscous organic solutions must meet four basic conditions: high viscosity, low volatility, high ignition point, and non-toxic. In this embodiment, the viscous organic solution is silicone oil.
本実施例には、液体容器が円柱形を呈し、液体容器の上端が開口しており、液体容器の上部の側壁には四つの液体注入穴があり、専用の液体注入パイプが液体容器の液体注入穴と接続され、液体を注ぐ速度を上げるために、四つの液体注入パイプを通して同時に液体を注ぐことができる。液体容器の直径は単振り子質量ブロックが往復運動している時に容器壁にぶつからないことを保証できることが必要である；そのため液体容器の高さが球状金属ブロックの直径より大きく、液体容器の直径が単振り子質量ブロックの直径より大きく、それにより単振り子質量ブロックがダンパーの作業中にずっと完全に溶体の中に浸かることを保証する。よりよくエネルギー消費と振動抑制の効果を取るために、液体容器の高さが球状金属ブロックの直径の1.5倍より大きく、液体容器の直径が単振り子質量ブロックの直径の2.5倍より大きいことを要求とする。 In this embodiment, the liquid container has a cylindrical shape, the upper end of the liquid container is open, the upper side wall of the liquid container has four liquid injection holes, and a dedicated liquid injection pipe is provided for the liquid container. Connected with the injection hole, the liquid can be simultaneously poured through four liquid injection pipes to increase the liquid injection speed. The diameter of the liquid container needs to be able to guarantee that the simple pendulum mass block does not hit the container wall during reciprocating motion; therefore, the height of the liquid container is greater than the diameter of the spherical metal block, and the diameter of the liquid container is It is larger than the diameter of the simple pendulum mass block, thereby ensuring that the simple pendulum mass block is completely immersed in the solution during operation of the damper. For better energy consumption and vibration suppression effects, the height of the liquid container must be greater than 1.5 times the diameter of the spherical metal block and the diameter of the liquid container must be greater than 2.5 times the diameter of the single pendulum mass block And
こぼれ防止溝には液体排出穴が設置され、液体排出穴がビルの専用液体排出パイプと接続され、これで溢れた液体をタイムリーに排出することを保証し、想像以外の場合に液体が外へ溢れ出ることを防止することができる。 A liquid discharge hole is installed in the spill prevention groove, and the liquid discharge hole is connected to the dedicated liquid discharge pipe of the building, which ensures that the overflowing liquid is discharged in a timely manner, and the liquid is discharged in a case other than expected Can be prevented from overflowing.
単振り子ー粘性液体連合ダンパーのステップは下記のように示す： The steps of the simple pendulum-viscous liquid combined damper are shown below:
（1）建物の主体構造の施工が完了した後、鋼索吊り付けノードを装着し、それから鋼索を絞りしごきして引張試験を行い、鋼索の弾性変形限界に相応する最大な抗張力が単振り子質量ブロックの純量の三倍以上であることを要求とし、鋼索の首端を鋼索吊り付けノードに装着する。 (1) After the construction of the main structure of the building is completed, a steel cable hanging node is installed, then the steel cable is drawn and ironed, and a tensile test is performed. The maximum tensile strength corresponding to the elastic deformation limit of the steel cable is a single pendulum mass block. It is required to be at least three times the net amount of the steel cable, and the neck end of the steel cable is attached to the steel cable suspension node.
（2）円柱形液体容器を装着し、容器が床板と固く接続されることを確保する。 (2) Attach a cylindrical liquid container and ensure that the container is firmly connected to the floorboard.
（3）液体容器の外周にこぼれ防止溝を装着し、こぼれ防止溝の溝底に四層以上の浸透防止材料を舗装し、溝底と溝壁との間がプラスチック銃でシール溶接され、こぼれ防止溝から液体が漏れることを防止することを保証する。 (3) Attach a spill prevention groove on the outer periphery of the liquid container, pave four or more layers of anti-penetration material on the bottom of the spill prevention groove, and seal the gap between the groove bottom and the groove wall with a plastic gun and spill. Ensures that liquid is prevented from leaking out of the gutter.
（4）液体容器の中に四つの臨時突き上げ用のジャッキが設置され、単振り子質量ブロックを液体容器の上方まで吊り上げてからゆっくりとジャッキに置き、吊り具を取り外して、ジャックで質量ブロックをゆっくりと予定の位置まで突き上げ、それから鋼索と単振り子質量ブロックの接続部品を溶接し、少なくとも四十八時間静置した後、ジャックを撤去する。 (4) Four temporary lifting jacks are installed in the liquid container, and the simple pendulum mass block is lifted up above the liquid container, then slowly placed on the jack, the lifting device is removed, and the mass block is slowly released with the jack. Then, the connecting parts of the steel cord and the single pendulum mass block are welded, and the jack is removed after standing for at least 48 hours.
（5）液体注入穴と液体注入パイプとを接続し、液体排出パイプと液体排出穴とを接続し、液体容器の中に粘性有機溶体を予定の高さまで注ぐ。 (5) Connect the liquid injection hole and the liquid injection pipe, connect the liquid discharge pipe and the liquid discharge hole, and pour the viscous organic solution into the liquid container to a predetermined height.
本発明の働き原理は：高層建物構造は風あるいは地震の作用により水平横向きの振動が発生する時、単振り子がそれにより揺れ動き、単振り子のダンパー固有振動数が主体構造の土台と段階の固有振動数に近づく時、主体構造と逆位相の振動が発生することができ、そこから主体構造の振動エネルギーを単振り子システムに転移し；その同時に、本発明の中には、液体容器の中に盛られた液体は単振り子が揺れ動いている時に、粘性有機液体と単振り子質量ブロックとの間には摩擦が発生しエネルギーも消費することができ、その同時に粘性有機液体自体の揺れ動きと液体容器壁との間の摩擦がエネルギーを消費することができるため、エネルギー消費の手段が増え、システムの主体構造の振動を抑制する効率が上がる。 The working principle of the present invention is: When a high-rise building structure generates horizontal and horizontal vibrations due to the action of wind or earthquake, the simple pendulum swings by it, and the natural frequency of the damper of the simple pendulum is based on the main structure and the natural vibration of the stage When approaching a number, vibrations in phase opposition to the main structure can be generated, from which the vibration energy of the main structure is transferred to a single pendulum system; When the simple pendulum is oscillating, friction occurs between the viscous organic liquid and the single pendulum mass block, and energy can be consumed.At the same time, the viscous organic liquid itself oscillates and the liquid container wall Can consume energy, so that the means of energy consumption increases and the efficiency of suppressing vibration of the main structure of the system increases.
上記説明した実施例は本発明のより効果的な実施方式であり、但し本発明の実施方式が上記説明した実施例に制限られなく、本発明の精神実質と原理に従うあらゆる改変と、装飾と、立ち代わりと、組み合わせと、簡略化とのいずれも同じ効果の置き換え方式であり、本発明の保護範囲に含む。 The embodiments described above are more effective implementation modes of the present invention, provided that the implementation modes of the present invention are not limited to the above-described embodiments, and that all modifications, decorations, and decorations according to the spirit and principle of the present invention, Substitution, combination, and simplification are all replacement methods of the same effect, and are included in the protection scope of the present invention.
Claims (2)
液体容器が円柱形を呈し、液体容器の上端が開口している；単振り子質量ブロックが球状を呈する；且つ液体容器の高さが単振り子質量ブロックの直径より大きく、液体容器の直径が単振り子質量ブロックの直径より大きく、
粘性有機溶体は２０℃での動的粘度が５００〜３０００mPa.sの粘性有機溶体であり、
粘性有機溶体がシリコン油であり、
鋼索は引張強さが２１６０MPaである高強度の索条で作られ、
鋼索吊り付けノードが十字型を呈し、鋼索吊り付けノードの中心には円溝が設置され、円溝の底部には円穴が設置される；鋼索吊り付けノードが建築内の上層床のビームに架けられ、
鋼索が四本に分けられ、且つ鋼索吊り付けノードの円溝内壁にアンカボルト固定され、アンカボルト固定された後、四本の鋼索が一つの鋼索に混ぜ合わされて円溝底部の円穴から突き通り、
単振り子質量ブロックが不銹鋼材質で作られるのであり、液体容器の上部の液体注入穴が液体注入パイプと接続され、こぼれ防止溝には液体排出穴が設置され、液体排出穴がビルの液体排出パイプと接続されることを特徴とする単振り子ー粘性液体連合ダンパー。 Includes steel cable hanging node, steel cable, single pendulum mass block, liquid container, viscous organic solution, and spill-prevention groove; spill-prevention groove is mounted on the platform inside the building, and the liquid container is And a liquid injection hole is installed in the upper part of the liquid container, and the viscous organic liquid is added in the liquid container; Located above the vessel; the neck end of the steel cable is fixed to the steel cable suspension node, the simple pendulum mass block is mounted at the end of the steel cable, and the single pendulum mass block is immersed in a viscous organic solution;
The liquid container has a cylindrical shape and the upper end of the liquid container is open; the single pendulum mass block has a spherical shape; and the height of the liquid container is larger than the diameter of the single pendulum mass block, and the diameter of the liquid container is a single pendulum. Larger than the diameter of the mass block,
The viscous organic solution is a viscous organic solution having a dynamic viscosity at 20 ° C. of 500 to 3000 mPa.s,
The viscous organic solution is silicone oil,
The steel cable is made of high strength cable with tensile strength of 2160MPa,
The steel cable hanging node has a cross shape, a circular groove is installed at the center of the steel cable hanging node, and a circular hole is installed at the bottom of the circular groove; the steel cable hanging node is connected to the beam on the upper floor in the building. Can be hung,
The steel cable is divided into four, and anchor bolts are fixed to the inner wall of the groove of the steel cable suspension node. After the anchor bolts are fixed, the four steel cables are mixed into one steel cable and protrude from the circular hole at the bottom of the groove. Street,
The simple pendulum mass block is made of stainless steel material, the liquid injection hole at the top of the liquid container is connected to the liquid injection pipe, the liquid discharge hole is installed in the spill prevention groove, and the liquid discharge hole is connected to the building liquid discharge pipe. A pendulum-viscous liquid combined damper characterized by being connected to:
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