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TW201818000A - Earthquake resistance module of a hydraulic controller - Google Patents

Earthquake resistance module of a hydraulic controller Download PDF

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TW201818000A
TW201818000A TW105136108A TW105136108A TW201818000A TW 201818000 A TW201818000 A TW 201818000A TW 105136108 A TW105136108 A TW 105136108A TW 105136108 A TW105136108 A TW 105136108A TW 201818000 A TW201818000 A TW 201818000A
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node
control
hydraulic
controller
assembly
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TW105136108A
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TWI603017B (en
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施明祥
宋文沛
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國立暨南國際大學
國立勤益科技大學
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Abstract

The present invention relates to an earthquake resistance module of a hydraulic controller, which is disposed between a first and a second fulcrum of a structure. It comprises a controller assembly, a damper assembly and a loop unit. The controller assembly is respectively provided with a first node and a second node on both sides thereof, and the damper assembly is respectively provided with a third node and a fourth node on both sides thereof, Furthermore. The first and the third node are disposed on the first fulcrum, and the second and the fourth node are disposed on the second fulcrum. The controller assembly and the damper assembly are provided with hydraulic oil therein, and the loop unit is connected to the controller assembly and the damper assembly for allowing the hydraulic oil to flow therethrough.

Description

液壓控制器之制震模組Vibration control module of hydraulic controller

本發明係有關於一種制震模組,尤其係指一種液壓控制器之制震模組,其會設置於結構物之一第一支點以及一第二支點間,藉由阻尼器總成以及全液壓控制的控制器總成,能夠在第一支點與第二支點間的距離變長或縮短時,讓控制器總成的控制部得以控制中央閥位到合適的位置,以抵銷讓第一支點與第二支點間之距離產生變化的外力。The invention relates to a vibration damping module, in particular to a vibration damping module of a hydraulic controller, which is arranged between a first fulcrum and a second fulcrum of a structure. The hydraulically controlled controller assembly can allow the control unit of the controller assembly to control the central valve position to a suitable position when the distance between the first fulcrum and the second fulcrum becomes longer or shorter, so as to offset the first The distance between the fulcrum and the second fulcrum produces a varying external force.

按,台灣的地理位置位於菲律賓海板塊與歐亞板塊的交界處,由於板塊間的碰撞,讓台灣的各個地區時常有地震的發生,根據中央氣象局2001年~2015年的觀測及統計,每年台灣平均發生約26000次地震,其中包括了約1000次的有感地震,其中只要震度達到4級以上,即有可能造成家具的倒塌,甚至牆面會產生裂痕,建築物結構也會受到損害。過去所發生的大地震中,已經造成了不少的建築物倒塌,甚至有大量的民眾傷亡,因此,在地震頻繁發生的台灣,使民眾對於建築物的抗震程度越來越要求,建築法規中亦明訂了耐震的規範。According to Taiwan's geographical location, it is located at the junction of the Philippine Sea Plate and the Eurasian Plate. Due to collisions between the plates, earthquakes often occur in various regions of Taiwan. According to observations and statistics from 2001 to 2015 by the Central Meteorological Administration, each year On average, there are about 26,000 earthquakes in Taiwan, including about 1,000 sensitive earthquakes. As long as the magnitude of the earthquake reaches 4 or more, it may cause the collapse of furniture, even cracks on the wall, and damage to the structure of the building. Many major earthquakes in the past have caused many buildings to collapse, and even caused a large number of civilian casualties. Therefore, in Taiwan, where earthquakes occur frequently, people have become increasingly demanding of the earthquake resistance of buildings. It also specifies the specifications for earthquake resistance.

以目前的抗震方式而言,一般建築所施作的有耐震、隔震、制震三種方式,不管使用何種抗震工法,皆必須能夠消除25%的地震能量,才可以被稱為有效的抗震,現代的公共建築普遍採用隔震及制震的建築工法,隔震工法係在樓層之間加裝了一個或數個隔震器,以減緩從地層傳達上來的地震能量,而制震工法即係加裝「制震壁」或「阻尼器」於建築物各樓層的牆面中,可以抵消地震能量,減低地震之震幅,有效地讓建築結構免於被破壞,其中隔震工法的施作成本上會較制震工法來得高,因此建築工程仍然係以制震工法為主。In terms of the current seismic methods, three methods of earthquake resistance, isolation, and damping are used in general buildings. No matter which seismic method is used, 25% of the seismic energy must be eliminated before it can be called effective earthquake resistance. Modern public buildings generally adopt the construction method of seismic isolation and seismic isolation. The seismic isolation method is to install one or more isolators between floors to reduce the seismic energy transmitted from the ground. The seismic isolation method is The installation of "seismic wall" or "damper" in the walls of each floor of the building can offset the seismic energy, reduce the magnitude of the earthquake, and effectively prevent the building structure from being damaged. The application of the seismic isolation method The construction cost will be higher than the seismic construction method, so the construction project is still mainly based on the seismic construction method.

制震工法所使用的阻尼器係需要藉由控制器以能夠靈活的應對地震之活動情形,例如中華民國專利公告號TW 593908 B「半主動油壓阻尼器」,其提供一種油壓阻尼器的半主動控制方式,其中方向控制閥為四口三位的電磁閥,藉由震動感應器偵測震動大小及震動方向後,激磁電磁閥,讓方向控制閥可以左推或右推,以控制各閥位之切換,使液壓油無法流動,以維持住建築物的結構。然而,此種使用電磁閥的方向控制閥係靠著電力激磁而作動,且通常會搭配著其他電子元件同時使用,不過複雜的電子元件會導致反應時間的延遲,且損壞的機率亦較高,在一般檢修頻率較低的情況下,電磁閥及其他電子元件的損壞係不容易察覺,因此,當地震突然來臨時,電路的損壞會使阻尼器無法有效地作動,減少了對建築結構的保護;故,如何改善控制阻尼器的方式,降低控制器的損壞率,即為發明人研究之方向。The damper used in the seismic damping method needs a controller to be able to flexibly respond to earthquake activities, such as the Republic of China Patent Publication No. TW 593908 B "Semi-active Hydraulic Damper", which provides a hydraulic damper Semi-active control method, in which the directional control valve is a four-port three-position solenoid valve. After detecting the magnitude and direction of the vibration by the vibration sensor, the solenoid valve is excited so that the directional control valve can be pushed left or right to control each The switching of the valve position prevents the hydraulic oil from flowing to maintain the structure of the building. However, this type of directional control valve using a solenoid valve is actuated by electric excitation and is usually used together with other electronic components. However, complex electronic components will cause a delay in response time and a high probability of damage. In the case of low maintenance frequency, the damage of solenoid valves and other electronic components is not easy to detect. Therefore, when the earthquake suddenly comes, the damage of the circuit will make the damper unable to operate effectively, reducing the protection of the building structure. Therefore, how to improve the way of controlling the damper and reduce the damage rate of the controller is the research direction of the inventors.

今,發明人即是鑑於上述現有之液壓控制器之制震模組於實際實施使用時仍具有多處缺失,於是乃一本孜孜不倦之精神,並藉由其豐富專業知識及多年之實務經驗所輔佐,而加以改善,並據此研創出本發明。Today, the inventor is in view of the fact that the above-mentioned existing vibration control module of the hydraulic controller still has many missing points in practical implementation, so it is a tireless spirit, and with its rich professional knowledge and years of practical experience The invention has been improved, and the invention has been developed accordingly.

本發明主要目的為提供一種液壓控制器之制震模組,係為利用無電腦半主動控制技術,其應用於建築物上,藉由阻尼器總成之阻尼器以及全液壓控制的控制器總成,能夠在各個節點間的距離變長或縮短時,讓控制器總成的控制部得以控制中央閥位到合適的位置,使阻尼器能夠抵銷讓節點間之距離產生變化的外力。The main purpose of the present invention is to provide a shock-control module of a hydraulic controller, which is a non-computer semi-active control technology, which is applied to a building. Therefore, when the distance between the nodes becomes longer or shorter, the control unit of the controller assembly can control the central valve position to an appropriate position, so that the damper can offset the external force that changes the distance between the nodes.

為了達到上述實施目的,本發明一種液壓控制器之制震模組,係設置於結構物之一第一支點以及一第二支點間,其包含有一控制器總成、一阻尼器總成以及一迴路單元,於控制器總成相對之兩側係分別設置一第一節點及一第二節點,於阻尼器總成相對之兩側係分別設置一第三節點及一第四節點,並且第一節點與第三節點固設於第一支點,第二節點與第四節點固設於第二支點上,其中控制器總成與阻尼器總成之內部係含有一液壓油,迴路單元係連通該控制器總成及該阻尼器總成,提供該液壓油流通。In order to achieve the above-mentioned implementation objective, a vibration control module of a hydraulic controller of the present invention is disposed between a first fulcrum and a second fulcrum of a structure, and includes a controller assembly, a damper assembly, and a A loop unit is provided with a first node and a second node respectively on opposite sides of the controller assembly, and a third node and a fourth node are respectively provided on opposite sides of the damper assembly, and the first The node and the third node are fixed at the first fulcrum, and the second node and the fourth node are fixed at the second fulcrum. The internal system of the controller assembly and the damper assembly contains a hydraulic oil, and the circuit unit is connected to the The controller assembly and the damper assembly provide the hydraulic oil circulation.

於本發明之一實施例中,阻尼器總成係進一步包含有一阻尼缸體,其內部係有一穿設一阻尼滑桿之阻尼活塞,阻尼滑桿之一端有凸出阻尼缸體之外部,並延伸至連接一彈性體,再連接至該第三節點。In an embodiment of the present invention, the damper assembly system further includes a damping cylinder body, and a damping piston penetrating a damping slide bar is arranged inside the damping slide bar. It extends to connect an elastic body, and then connect to the third node.

於本發明之一實施例中,控制器總成係進一步包含有一控制缸體以及一液壓閥裝置,控制缸體內部有一穿設一控制滑桿之控制活塞,控制滑桿之一端有凸出控制缸體之外部,並延伸至連接第一節點。In one embodiment of the present invention, the controller assembly further includes a control cylinder and a hydraulic valve device. The control cylinder includes a control piston penetrating a control slide rod, and one end of the control slide rod has a protruding control. The outside of the cylinder body extends to the first node.

於本發明之一實施例中,液壓閥裝置係具有一第一控制部、一第二控制部以及一中央閥位,第一控制部係與中央閥位連接,中央閥位再與第二控制部連接。In one embodiment of the present invention, the hydraulic valve device has a first control portion, a second control portion, and a central valve position. The first control portion is connected to the central valve position, and the central valve position is then connected to the second control position.部 连接。 Connection.

於本發明之一實施例中,第一控制部與第二控制部係為液壓控制,內部皆具有油路供液壓油流動,並設有一微型活塞。In one embodiment of the present invention, the first control unit and the second control unit are hydraulically controlled, and each of them has an oil circuit for hydraulic oil to flow, and a micro piston is provided.

於本發明之一實施例中,微型活塞之面積係為子活塞之面積的1/10~1/1000。In one embodiment of the present invention, the area of the micro-piston is 1/10 to 1/1000 of the area of the sub-piston.

於本發明之一實施例中,中央閥位可為四口三位或四口二位之閥位構造。四口三位可為中立通閥位或中立止閥位。In one embodiment of the present invention, the central valve position may be a four-port three-position or four-port two-position valve position structure. Four ports and three positions can be neutral on valve position or neutral stop valve position.

於本發明之一實施例中,中央閥位係可選擇性進一步連接一蓄壓器以及一油箱。In one embodiment of the present invention, the central valve position can be further connected to a pressure accumulator and an oil tank.

於本發明之一實施例中,迴路單元係具有一第一油路、一第二油路、第三油路、第四油路以及一溢流閥裝置,第一油路連通控制器總成之一端以及溢流閥裝置,第二油路連通控制器總成之另一端以及溢流閥裝置;第三油路連通控制器總成以及阻尼器總成之一端,第四油路連通控制器總成以及阻尼器總成之另一端。In one embodiment of the present invention, the circuit unit includes a first oil circuit, a second oil circuit, a third oil circuit, a fourth oil circuit, and a relief valve device. The first oil circuit communicates with the controller assembly. One end and the relief valve device, the other end of the second oil path communication controller assembly and the relief valve device; the third end of the oil path communication controller assembly and the damper assembly, and the fourth oil path communication controller Assembly and the other end of the damper assembly.

本發明之目的及其結構功能上的優點,將依據以下圖面所示之結構,配合具體實施例予以說明,俾使審查委員能對本發明有更深入且具體之瞭解。The purpose of the present invention and its structural and functional advantages will be explained based on the structure shown in the following drawings, in conjunction with specific embodiments, so that the reviewing committee can have a deeper and more specific understanding of the present invention.

請參閱第一圖~第四圖所示,本發明一種液壓控制器之制震模組,係設置於結構物之一第一支點(1)以及一第二支點(2)間,其包含有一控制器總成(3)、一阻尼器總成(4)以及一迴路單元(5),一第一節點(31)及一第二節點(32)係分別設置於控制器總成(3)相對之兩側,一第三節點(41)及一第四節點(42)係分別設於阻尼器總成(4)相對之兩側,並且第一節點(31)與第三節點(41)固設於第一支點(1)上,第二節點(32)與第四節點(42)固設於第二支點(2)上,其中控制器總成(3)與阻尼器總成(4)之內部係含有一液壓油,迴路單元(5)係連通該控制器總成(3)及該阻尼器總成(4),提供該液壓油流通。Please refer to the first to fourth figures. The vibration damping module of a hydraulic controller according to the present invention is disposed between a first fulcrum (1) and a second fulcrum (2) of a structure. The controller assembly (3), a damper assembly (4) and a loop unit (5), a first node (31) and a second node (32) are respectively arranged in the controller assembly (3) On the opposite sides, a third node (41) and a fourth node (42) are respectively disposed on opposite sides of the damper assembly (4), and the first node (31) and the third node (41) Fixed on the first fulcrum (1), second node (32) and fourth node (42) are fixed on the second fulcrum (2), where the controller assembly (3) and the damper assembly (4) ) Contains a hydraulic oil, and the circuit unit (5) is connected to the controller assembly (3) and the damper assembly (4) to provide the hydraulic oil circulation.

其中控制器總成(3)係進一步包含有一控制缸體(33)以及一液壓閥裝置(34),控制缸體(33)內部有一穿設一控制滑桿(331)之控制活塞(332),控制滑桿(331)之一端有凸出控制缸體(33)之外部,並延伸至連接第一節點(31)。其中液壓閥裝置(34)具有一第一控制部(341)、一第二控制部(342)以及一中央閥位(343),第一控制部(341)係與中央閥位(343)連接,中央閥位(343)再與第二控制部(342)連接,第一控制部(341)與第二控制部(342)皆為液壓控制,且內部皆具有油路供液壓油流動,並個別設有一微型活塞(344);其中控制活塞(332)之面積係為微型活塞(344)之面積的10~1000倍;中央閥位(343)可為四口三位或四口二位之閥位構造,中央閥位(343)可為四口三位或四口二位之閥位構造,且如第四圖所示,四口三位可為中立通閥位或中立止閥位。The controller assembly (3) further includes a control cylinder (33) and a hydraulic valve device (34). Inside the control cylinder (33) is a control piston (332) penetrating a control slide rod (331). , One end of the control slide bar (331) has an exterior protruding from the control cylinder (33), and extends to connect to the first node (31). The hydraulic valve device (34) has a first control portion (341), a second control portion (342), and a central valve position (343). The first control portion (341) is connected to the central valve position (343). The central valve position (343) is then connected to the second control unit (342). Both the first control unit (341) and the second control unit (342) are hydraulically controlled, and there are oil circuits inside for hydraulic oil to flow, and A micro piston (344) is provided individually; the area of the control piston (332) is 10 to 1000 times the area of the micro piston (344); the central valve position (343) can be four or three positions or four or two positions. Valve position structure, the central valve position (343) can be a four-port three-position or four-port two-position valve position structure, and as shown in the fourth figure, the four-port three-position can be a neutral pass valve position or a neutral stop valve position.

進一步地,阻尼器總成(4)係進一步包含有一阻尼缸體(43),其內部係有一穿設一阻尼滑桿(431)之阻尼活塞(432),阻尼滑桿(431)之一端有凸出阻尼缸體(43)之外部,並延伸至連接一彈性體(433),再連接至該第三節點(41),其中彈性體(433)可例如為鋼管、彈簧鋼片或彈簧鋼圈其中之一。Further, the damper assembly (4) further includes a damping cylinder (43), and a damping piston (432) penetrating a damping slide rod (431) is arranged inside the damping slide rod (431). Protruding from the outside of the damping cylinder (43) and extending to connect an elastic body (433) and then to the third node (41), wherein the elastic body (433) may be, for example, a steel pipe, a spring steel sheet or a spring steel Circle one of them.

再者,迴路單元(5)係具有一第一油路(51)、一第二油路(52)、一第三油路(53)、一第四油路(54)以及一溢流閥裝置(55),第一油路(51)連通控制器總成(3)之一端以及溢流閥裝置(55)之間,第二油路(52)連通控制器總成(3)之另一端以及溢流閥裝置(55)之間;第三油路(53)連通控制器總成(3)以及阻尼器總成(4)之一端,第四油路(54)連通控制器總成(3)以及阻尼器總成(4)之另一端。Furthermore, the circuit unit (5) has a first oil passage (51), a second oil passage (52), a third oil passage (53), a fourth oil passage (54), and an overflow valve. Device (55), the first oil passage (51) communicates with one end of the controller assembly (3) and the relief valve device (55), the second oil passage (52) communicates with the other of the controller assembly (3) Between one end and the relief valve device (55); the third oil passage (53) communicates with one end of the controller assembly (3) and the damper assembly (4), and the fourth oil passage (54) communicates with the controller assembly (3) and the other end of the damper assembly (4).

藉此,本發明液壓控制器之制震模組能夠安裝於建築物之第一支點(1)及第二支點(2)上,其中的阻尼器總成(4)即為一種液壓式的阻尼器,控制器總成(3)即可根據第一節點(31)及第二節點(32)的距離變化,控制中央閥位(343)的動作,以抵銷掉外力之能量。Therefore, the vibration damping module of the hydraulic controller of the present invention can be installed on the first fulcrum (1) and the second fulcrum (2) of the building, and the damper assembly (4) is a hydraulic damping Controller, the controller assembly (3) can control the action of the central valve position (343) according to the change in the distance between the first node (31) and the second node (32) to offset the energy of the external force.

此外,藉由下述具體實施例,可進一步證明本發明可實際應用之範圍,但不意欲以任何形式限制本發明之範圍。In addition, through the following specific examples, the scope of the present invention can be further proved, but it is not intended to limit the scope of the present invention in any form.

先前的半主動控制系統通常具有速度正負值感應器(以位移增減判斷速度正負值)、控制電腦(負責訊號處理、預測分析、控制律執行與控制訊號的產生)、開關控制器(負責切換電磁閥)以及電磁閥中的電磁鐵等四個重要元件,藉由電子元件達到控制阻尼器的目的,其動作的流程係先將力轉為變形能,再由速度正負值感應器將變形能轉為電能、而控制電腦會產生一系列運算與開關動作、最後再由電能產生力量推動方向控制閥的開關控制器,使電磁閥作動。上述這些動作是半主動控制唯一需要外來能量(電力)供應的地方,但卻也是讓半主動控制法產生時間延遲的主要來源。在地震波有所不同的情況下,控制系統的時間延遲會造成阻尼器的反應不及,進而減少了保護建築結構的效果。Previous semi-active control systems usually had speed positive and negative sensors (judging speed positive and negative based on displacement increase and decrease), control computer (responsible for signal processing, predictive analysis, control law execution and control signal generation), switch controller (responsible for switching The solenoid valve) and the electromagnet in the solenoid valve are four important components. The electronic components are used to control the damper. The flow of its action is to first convert the force into deformation energy, and then the deformation energy is converted by the positive and negative speed sensors. When it is converted to electric energy, the control computer will generate a series of calculations and switching actions. Finally, the electric power will generate the power to push the switch controller of the directional control valve to make the solenoid valve actuate. These actions are the only places where semi-active control requires external energy (electricity) supply, but they are also the main source of time delay for semi-active control. In the case of different seismic waves, the time delay of the control system will cause the damper to respond less well, thereby reducing the effect of protecting the building structure.

據此,請參閱第一圖~第四圖,控制器總成(3)具有第一節點(31)、第二節點(32)、控制缸體(33)以及液壓閥裝置(34),一般而言,第一節點(31)與第二節點(32)會分別固定連接於結構物的第一支點(1)和第二支點(2)上,而控制缸體(33)之內部有一穿設一控制滑桿(331)之控制活塞(332),控制滑桿(331)之一端有凸出控制缸體(33)之外部,並延伸至連接第一節點(31);Accordingly, please refer to the first to fourth figures. The controller assembly (3) has a first node (31), a second node (32), a control cylinder (33), and a hydraulic valve device (34). For example, the first node (31) and the second node (32) are fixedly connected to the first fulcrum (1) and the second fulcrum (2) of the structure, respectively. A control piston (332) of a control slide bar (331) is provided, and one end of the control slide bar (331) has a protrusion protruding from the outside of the control cylinder (33), and extends to the first node (31);

液壓閥裝置(34)的第一控制部(341)與第二控制部(342)係為液壓控制,內部皆具有油路供液壓油流動,並個別設有一微型活塞(344),而第一控制部(341)與第二控制部(342)係設置於中央閥位(343)之兩邊,中央閥位(343)可為一個四口三位或四口二位的控制閥,藉由從第一控制部(341)或第二控制部(342)的液壓油流入,會將中央閥位(343)推動至正確的位置;其中由於控制活塞(332)之面積為微型活塞(344)之面積的10~1000倍,所以控制活塞(332)只要受到一點位移影響,即可讓能量傳達到微型活塞(344),係具有很大的位移放大倍率。本發明以全液壓控制的控制部,省去了能量轉換的過程,直接將液壓油的力傳達至中央閥位(343),達到控制的效果,係完全擺脫了對外來能量(電力)的依賴,能免除時間延遲的損失,以及有效地控制延遲位移量,產生更好的制震效果。The first control section (341) and the second control section (342) of the hydraulic valve device (34) are hydraulic control, and each has an oil passage for the hydraulic oil to flow, and a micro piston (344) is individually provided, and the first The control part (341) and the second control part (342) are arranged on both sides of the central valve position (343). The central valve position (343) can be a four-port three-position or four-port two-position control valve. The inflow of hydraulic oil from the first control part (341) or the second control part (342) will push the central valve position (343) to the correct position; wherein the area of the control piston (332) is the same as that of the micro piston (344) The area is 10 to 1000 times, so the control piston (332) can transmit energy to the micro piston (344) as long as it is affected by a little displacement, which has a large displacement magnification. In the present invention, the control unit with full hydraulic control eliminates the energy conversion process and directly transmits the force of the hydraulic oil to the central valve position (343), thereby achieving the control effect and completely eliminating the dependence on external energy (electricity). , Can avoid the loss of time delay, and effectively control the amount of delay displacement, resulting in better vibration damping effect.

再者,阻尼器總成(4)即為一種液壓式的阻尼器,包含有一第三節點(41)、一第四節點(42)以及一阻尼缸體(43),第三節點(41)及第四節點(42)會分別固定於結構物的第一支點(1)與第二支點(2)上,而阻尼缸體(43)之內部有一穿設阻尼滑桿(431)之阻尼活塞(432),阻尼滑桿(431)之一端有凸出阻尼缸體(43)之外部,並延伸連接有一彈性體(433),再與第三節點(41)連接,其中彈性體(433)可例如為鋼管、彈簧鋼片或彈簧鋼圈其中之一,第四節點(42)設置於阻尼缸體(43)上,係相對第三節點(41)的另一側。Furthermore, the damper assembly (4) is a hydraulic damper, which includes a third node (41), a fourth node (42), a damping cylinder (43), and a third node (41). And the fourth node (42) are respectively fixed on the first fulcrum (1) and the second fulcrum (2) of the structure, and the damping cylinder (43) has a damping piston through a damping slider (431). (432), one end of the damping slide bar (431) has an exterior protruding from the damping cylinder body (43), and an elastic body (433) is extended and connected to the third node (41), wherein the elastic body (433) For example, it may be one of a steel pipe, a spring steel sheet, or a spring steel ring. The fourth node (42) is disposed on the damping cylinder (43) and is opposite to the third node (41).

除了控制器總成(3)以及阻尼器總成(4)外,必須藉由迴路單元(5)串聯起整個構造才能進行控制,因此,迴路單元(5)有第一油路(51)連通控制器總成(3)之控制缸體(33)的右方油室、液壓閥裝置(34)之第一控制部(341)以及溢流閥裝置(55)之間,第二油路(52)連通控制器總成(3)之控制缸體(33)的左方油室、液壓閥裝置(34)之第二控制部(342)以及溢流閥裝置(55)之間;第三油路(53)連通控制器總成(3)之液壓閥裝置(34)的中央閥位(343)與阻尼器總成(4)之阻尼缸體(43)的右方油室,第四油路(54)連通控制器總成(3)之液壓閥裝置(34)的中央閥位(343)與阻尼器總成(4)之阻尼缸體(43)的左方油室。Except for the controller assembly (3) and the damper assembly (4), the entire structure must be connected in series by the loop unit (5) to control. Therefore, the loop unit (5) is connected by the first oil circuit (51). Between the right oil chamber of the control cylinder block (33) of the controller assembly (3), the first control section (341) of the hydraulic valve device (34), and the relief valve device (55), the second oil path ( 52) Communication between the left oil chamber of the control cylinder (33) of the controller assembly (3), the second control unit (342) of the hydraulic valve device (34), and the relief valve device (55); the third The oil circuit (53) communicates with the central valve position (343) of the hydraulic valve device (34) of the controller assembly (3) and the right oil chamber of the damper cylinder (43) of the damper assembly (4). The oil circuit (54) communicates with the central valve position (343) of the hydraulic valve device (34) of the controller assembly (3) and the left oil chamber of the damper cylinder (43) of the damper assembly (4).

此外,迴路單元(5)之溢流閥裝置(55),係藉由第一油路(51)或第二油路(52)連通溢流閥裝置(55)以及控制器總成(3)之間,完成閥位的切換後,迴路單元(5)到達預設的溢流壓力後,便不會再增加對控制器總成(3)的壓力,而使液壓油能夠流過溢流閥裝置(55),流通於控制缸體(33)左右兩室之間,以進行逐漸洩壓的動作,讓中央閥位(343)的壓力不會無止境的上升而損壞。In addition, the relief valve device (55) of the circuit unit (5) is connected to the relief valve device (55) and the controller assembly (3) through the first oil passage (51) or the second oil passage (52). After the valve position is changed, the circuit unit (5) reaches the preset overflow pressure, and the pressure on the controller assembly (3) is increased, so that the hydraulic oil can flow through the overflow valve. The device (55) is circulated between the left and right chambers of the control cylinder (33) to perform a gradual pressure relief action, so that the pressure of the central valve position (343) will not rise and endlessly be damaged.

當地震發生時,由於第一節點(31)與第三節點(41)設置於建築物結構的第一支點(1)上,第二節點(32)與第四節點(42)設置於建築物結構的第二支點(2)上,如第三圖所示。建築物的晃動會導致第一支點(1)與第二支點(2)間有距離的變化,而導致第一節點(31)與第二節點(32)對應產生位移,本發明即係偵測節點間相對運動方向改變的時間點。當第一節點(31)開始遠離第二節點(32)時,會拉動控制滑桿(331)向第一節點(31)靠攏,控制缸體(33)內的右方油室壓力會升高,第一油路(51)會輸送液壓油至第一控制部(341),第一控制部(341)則產生一壓力,以向左推動中央閥位(343),意即為利用控制活塞(332)帶動微型活塞(344),變換中央閥位(343)的位置;此時,阻尼器總成(4)之阻尼缸體(43)的右方油室則會因中央閥位(343)位置變換的關係,讓液壓油只能由左室流向右室卻不能由右室流向左室。因此,阻尼活塞(432)能往左移動,不能往右移動。所以若原本彈性體(433)處於壓縮狀態,其彈性體(433)會伸長回復原始長度,而使內力歸零。因而在第一支點(1)與第二支點(2)間距繼續增加時,彈性體(433)立刻處於伸長狀態,故,阻尼器總成(4)對結構物支點的力量係用以阻止第一支點(1)與第二支點(2)間距繼續增加的阻力。進而限制住第三節點(41)與第四節點(42)間的位移,以保護建築物的結構。When an earthquake occurs, since the first node (31) and the third node (41) are set on the first fulcrum (1) of the building structure, the second node (32) and the fourth node (42) are set on the building The second fulcrum (2) of the structure is shown in the third figure. The shaking of the building will cause a change in the distance between the first fulcrum (1) and the second fulcrum (2), which will cause the first node (31) and the second node (32) to shift correspondingly. The present invention is to detect The point in time when the relative motion direction between nodes changes. When the first node (31) starts to be far away from the second node (32), the control slider (331) will be moved closer to the first node (31), and the pressure of the right oil chamber in the control cylinder (33) will increase. The first oil circuit (51) will send hydraulic oil to the first control unit (341), and the first control unit (341) generates a pressure to push the central valve position (343) to the left, which means using the control piston (332) Drive the micro piston (344) to change the position of the central valve position (343); at this time, the right oil chamber of the damping cylinder (43) of the damper assembly (4) will be caused by the central valve position (343). The relationship between the position changes allows the hydraulic oil to flow from the left ventricle to the right ventricle but not from the right ventricle to the left ventricle. Therefore, the damping piston (432) can move to the left and cannot move to the right. Therefore, if the original elastic body (433) is in a compressed state, the elastic body (433) will stretch back to its original length, and the internal force will be zero. Therefore, when the distance between the first fulcrum (1) and the second fulcrum (2) continues to increase, the elastic body (433) is immediately in an extended state, so the force of the damper assembly (4) on the fulcrum of the structure is used to prevent the first Resistance that the distance between one fulcrum (1) and the second fulcrum (2) continues to increase. Furthermore, the displacement between the third node (41) and the fourth node (42) is restricted to protect the structure of the building.

當第一節點(31)停止遠離第二節點(32)的動作,且開始迴轉而接近第二節點(32)時,控制缸體(33)內的左方油室壓力會升高,第二油路(52)會輸送液壓油至第二控制部(342),第二控制部(342)則產生一壓力,以向右推動中央閥位(343),使阻尼器總成(4)之阻尼缸體(43)的液壓油只能由右室流向左室卻不能由左室流向右室。因此,阻尼活塞(432)能往右移動,不能往左移動。所以若原本彈性體處(433)於伸長狀態,其彈性體(433)會縮短回復原始長度,而使內力歸零。因而在第一支點(1)與第二支點(2)間距繼續減少時,彈性體(433)立刻處於縮短狀態,故,阻尼器總成(4)對結構物支點的力量是阻止第一支點(1)與第二支點(2)間距繼續減少的阻力。When the first node (31) stops moving farther away from the second node (32), and starts to rotate and approaches the second node (32), the pressure of the left oil chamber in the control cylinder (33) will rise, and the second The oil circuit (52) sends hydraulic oil to the second control unit (342), and the second control unit (342) generates a pressure to push the central valve position (343) to the right, so that the damper assembly (4) The hydraulic oil of the damping cylinder (43) can only flow from the right chamber to the left chamber, but cannot flow from the left chamber to the right chamber. Therefore, the damping piston (432) can move to the right and cannot move to the left. Therefore, if the original elastic body (433) is in an extended state, the elastic body (433) will shorten the original length and return the internal force to zero. Therefore, when the distance between the first fulcrum (1) and the second fulcrum (2) continues to decrease, the elastic body (433) is immediately shortened. Therefore, the force of the damper assembly (4) on the fulcrum of the structure is to prevent the first fulcrum (1) Resistance to the distance from the second fulcrum (2) continues to decrease.

在方向轉換時,控制滑桿(331)能馬上帶動微型活塞(344),使其向後滑動至完成切換中央閥位(343)的動作,如此週而復始,控制器總成(3)之液壓閥裝置(34)在建築物結構運動方向反轉時便會迅速地被切換一次。再者,除了在控制器總成(3)之中的第一油路(51)與第二油路(52)之間可以設置溢流閥裝置(55)以外,亦可如第五圖所示,於阻尼器總成(4)之中的第三油路(53)與第四油路(54)之間多設置一組溢流閥裝置(55),以避免阻尼器總成(4)壓力過高。When the direction is changed, the control slide rod (331) can immediately drive the micro piston (344) to slide it backward to complete the action of changing the central valve position (343). This way, the hydraulic valve device of the controller assembly (3) begins. (34) When the direction of movement of a building structure is reversed, it will be quickly changed once. In addition, in addition to the relief valve device (55) may be provided between the first oil passage (51) and the second oil passage (52) in the controller assembly (3), as shown in the fifth figure As shown, an additional set of relief valve device (55) is provided between the third oil passage (53) and the fourth oil passage (54) in the damper assembly (4) to avoid the damper assembly (4). ) The pressure is too high.

此外,本發明亦利用振動台,模擬實際地震的情形,測試共分為三個階段,並將槓桿式控制器作為比較例,與本發明作一比較。首先將建築物放置於振動台上,而本發明液壓控制器之制震模組之第一節點(31)與第三節點(41)會設置於建築物之第一支點(1)上,而第二節點(32)與第四節點(42)固定設置於建築物之第二支點(2)上,由振動台對建築物進行振動及搖動,以模擬地震發生的情形。In addition, the present invention also uses a shaking table to simulate the actual earthquake situation. The test is divided into three stages, and a lever controller is used as a comparative example to compare with the present invention. The building is first placed on a vibration table, and the first node (31) and the third node (41) of the vibration control module of the hydraulic controller of the present invention will be set on the first fulcrum (1) of the building, and The second node (32) and the fourth node (42) are fixedly arranged on the second fulcrum (2) of the building, and the building is vibrated and shaken by a shaking table to simulate the occurrence of an earthquake.

第一階段The first stage

先觀察本發明之遲滯消能行為,第一階段測試的參數為位移振幅10 mm,頻率分別有0.1 Hz、0.3 Hz、0.5 Hz,本發明抗震控制器所受的外力為25 kN,以觀察液壓控制器之制震模組的遲滯消能行為。測試結果如第七圖~第九圖所示,係本發明分別於位移10 mm,頻率0.1 Hz、0.3 Hz、0.5 Hz的情況下測試而成。First observe the hysteretic energy dissipation behavior of the present invention. The chirp tested in the first stage is a displacement amplitude of 10 mm, and the frequency chirps are 0.1 Hz, 0.3 Hz, and 0.5 Hz. The external force to which the seismic controller of the present invention is subjected is 25 kN to observe the hydraulic pressure. Hysteretic energy dissipation behavior of the controller's vibration damping module. The test results are shown in the seventh to ninth diagrams, which are obtained by testing the present invention with a displacement of 10 mm and a frequency of 0.1 Hz, 0.3 Hz, and 0.5 Hz.

由遲滯曲線中可以知道,本發明與比較例均於消能過程中發生延遲量,但也確實展現於被動方式下仍產生與半主動控制下相似之消能效果,且即使在沒有溢流的狀況下,消能行為仍能保持在線彈性狀態,且具有相當可觀的消能面積。It can be known from the hysteresis curve that both the present invention and the comparative example have a delay amount during the energy dissipating process, but they also show that the passive mode still produces a similar energy dissipating effect under semi-active control, and even in the absence of overflow, Under the condition, the energy dissipation behavior can still maintain the online elastic state, and has a considerable energy dissipation area.

第二階段second stage

接續測試並比較本發明與比較例的消能率,第二階段的測試參數為位移振幅10mm,頻率的部分皆由0.1 Hz~2.0 Hz,本發明所受的外力分別有20 kN、36 kN。第二階段的測試結果,如第十圖所示,可以發現本發明受相同簡諧波形強迫位移時,於20 kN外力作用時的消能率約為30%~75%,係優於大外力36 kN作用時的消能率20%~45%。而比較例受到相同簡諧波形強迫位移低頻時的消能率約為15%~42%,整體而言,本發明之消能率係明顯優於比較率之消能率。The energy dissipation rates of the present invention and the comparative example are continuously tested and compared. The test parameters of the second stage are displacement amplitude of 10 mm, and the frequency parts are all from 0.1 Hz to 2.0 Hz. The external forces to which the present invention is subjected are 20 kN and 36 kN, respectively. The test results of the second stage, as shown in the tenth figure, can be found that when the invention is subjected to the same simple harmonic force forced displacement, the energy dissipation rate at the external force of 20 kN is about 30% to 75%, which is better than the large external force. The energy dissipation rate at the time of 36 kN is 20% ~ 45%. While the comparative example is subjected to the same simple harmonic-shaped forced displacement at a low frequency, the energy dissipation rate is about 15% to 42%. On the whole, the energy dissipation rate of the present invention is significantly better than the comparison rate.

第三階段The third stage

請參閱第六圖所示,可將本發明加裝一組蓄壓器(6)(Accumulator)以及一油箱(61),係能夠將地震的能量儲存起來,並提供一個建築物結構運動方向的反向力,以提高消能率,而油箱(61)係用以平衡流入蓄壓器(6)的液壓油量。第三階段本發明測試的參數為位移振幅20 mm、25 mm,所受的外力分別有20 kN、40 kN,蓄壓器(6)的蓄壓力為30 kN;而比較例的位移振幅為15 mm、20 mm,頻率的部分皆由0.1 Hz~2.0 Hz,同樣觀察兩者的消能率。Please refer to the sixth figure, a set of pressure accumulator (6) (Accumulator) and a fuel tank (61) can be added to the present invention, which can store the energy of the earthquake and provide a direction of movement of the building structure. The reverse force increases the energy dissipation rate, and the oil tank (61) is used to balance the amount of hydraulic oil flowing into the pressure accumulator (6). In the third stage, the parameters tested by the present invention are the displacement amplitudes of 20 mm and 25 mm. The external forces received are 20 kN and 40 kN, respectively. The accumulator pressure of the accumulator (6) is 30 kN. The displacement amplitude of the comparative example is 15 mm, 20 mm, the frequency part is from 0.1 Hz to 2.0 Hz, observe the energy dissipation rate of both.

第三階段的測試結果如第十一圖所示,加裝蓄壓器(6)之本發明的消能率明顯最佳,其消能率約為55%~95%,表現係相當優異,而未加裝蓄壓器(6)的本發明消能率亦可達到約為55%~82%,尤其在高頻反應的區間,與加裝蓄壓器(6)的實施態樣具有相當的消能率;至於比較例的消能率,顯示隨振幅增加而增加,但整體之消能率明顯低於本發明。據此,可以證明本發明於地震時,確實能夠有效地抵銷掉地震能量。The test results of the third stage are shown in the eleventh figure. The energy dissipation rate of the present invention with the pressure accumulator (6) is obviously the best. Its energy dissipation rate is about 55% to 95%. The energy dissipation rate of the present invention with the pressure accumulator (6) can also reach about 55% to 82%, especially in the high-frequency reaction section, which has a considerable energy dissipation rate with the implementation mode of the pressure accumulator (6). As for the energy dissipation rate of the comparative example, it is shown that the energy dissipation rate increases as the amplitude increases, but the overall energy dissipation rate is significantly lower than the present invention. Based on this, it can be proved that the present invention can effectively offset the seismic energy during an earthquake.

由上述之實施說明可知,本發明與現有技術相較之下,本發明具有以下優點:As can be seen from the foregoing implementation description, compared with the prior art, the present invention has the following advantages:

1. 本發明液壓控制器之制震模組,其將第一節點與第三節點設置於結構物的第一支點,第二節點與第四節點設置於結構物的第二支點上,建築物的晃動會導致第一支點與第二支點間有距離的變化,本發明偵測節點間相對運動方向改變的時間點,使控制器總成之液壓閥裝置在結構物運動方向反轉時便會迅速地切換,能夠將地震能量大幅抵銷。1. The vibration damping module of the hydraulic controller of the present invention, wherein the first node and the third node are arranged on the first fulcrum of the structure, the second node and the fourth node are arranged on the second fulcrum of the structure, and the building The shaking will cause a change in the distance between the first fulcrum and the second fulcrum. The present invention detects the point in time when the relative movement direction between the nodes changes, so that the hydraulic valve device of the controller assembly will not respond when the movement direction of the structure is reversed. The rapid conversion can greatly offset the seismic energy.

2. 本發明液壓控制器之制震模組根據第一節點與第二節點的距離變長或縮短時,使液壓閥裝置的第一控制部或第二控制部接收到液壓油的推動,讓中央閥位得以順利的作動,以移動到正確的位置,使阻尼器總成能夠產生阻止第三節點與第四節點相對位移的力量,能夠抵銷讓節點間之距離產生變化的外力。2. When the vibration damping module of the hydraulic controller of the present invention becomes longer or shorter according to the distance between the first node and the second node, the first control part or the second control part of the hydraulic valve device receives the pushing force of the hydraulic oil, so that The central valve position can be smoothly operated to move to the correct position, so that the damper assembly can generate a force that prevents the third node and the fourth node from being displaced relative to each other, and can offset the external force that changes the distance between the nodes.

3. 本發明液壓控制器之制震模組之液壓閥裝置為全液壓裝置,藉由液壓油即可控制液壓式阻尼器的動作,相較於先前的控制器需要用到多種電子元件,而具有容易損壞的缺失,本發明採用全液壓的控制器總成損壞率較低,在地震突然來臨時,能夠有效地使阻尼器作動,以保護建築物之結構。3. The hydraulic valve device of the vibration control module of the hydraulic controller of the present invention is a full hydraulic device, and the action of the hydraulic damper can be controlled by hydraulic oil. Compared with the previous controller, a variety of electronic components are required, and With the lack of easy damage, the full-hydraulic controller assembly of the present invention has a low damage rate, and can effectively activate the damper to protect the structure of the building when an earthquake suddenly comes.

4. 本發明液壓控制器之制震模組的控制活塞面積係為微型活塞面積的10~1000倍,所以控制活塞只要受到一點位移影響,即可讓能量傳達到微型活塞,係具有很大的位移放大倍率,能夠有效控制延遲位移量,讓整體的反應速度更為靈敏,以抵銷更多的地震能量。4. The area of the control piston of the vibration control module of the hydraulic controller of the present invention is 10 to 1000 times the area of the micro piston. Therefore, as long as the control piston is affected by a little displacement, the energy can be transmitted to the micro piston. The displacement magnification 率 can effectively control the amount of delayed displacement and make the overall response speed more sensitive to offset more seismic energy.

綜上所述,本發明之液壓控制器之制震模組,的確能藉由上述所揭露之實施例,達到所預期之使用功效,且本發明亦未曾公開於申請前,誠已完全符合專利法之規定與要求。爰依法提出發明專利之申請,懇請惠予審查,並賜准專利,則實感德便。In summary, the vibration damping module of the hydraulic controller of the present invention can indeed achieve the expected use effect through the above-disclosed embodiments, and the invention has not been disclosed before the application, and it has fully complied with the patent. Regulations and requirements. I filed an application for an invention patent in accordance with the law, and I urge you to examine it and grant the patent.

惟,上述所揭之圖示及說明,僅為本發明之較佳實施例,非為限定本發明之保護範圍;大凡熟悉該項技藝之人士,其所依本發明之特徵範疇,所作之其它等效變化或修飾,皆應視為不脫離本發明之設計範疇。However, the illustrations and descriptions disclosed above are only preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Anyone who is familiar with the technology, according to the characteristic scope of the present invention, makes other Equivalent changes or modifications should be regarded as not departing from the design scope of the present invention.

(1)‧‧‧第一支點(1) ‧‧‧First pivot

(2)‧‧‧第二支點(2) ‧‧‧ second fulcrum

(3)‧‧‧控制器總成(3) ‧‧‧Controller Assembly

(31)‧‧‧第一節點(31) ‧‧‧First Node

(32)‧‧‧第二節點(32) ‧‧‧Second Node

(33)‧‧‧控制缸體(33) ‧‧‧Control cylinder

(331)‧‧‧控制滑桿(331) ‧‧‧Control slider

(332)‧‧‧控制活塞(332) ‧‧‧Control Piston

(34)‧‧‧液壓閥裝置(34) ‧‧‧Hydraulic valve device

(341)‧‧‧第一控制部(341) ‧‧‧First Control Department

(342)‧‧‧第二控制部(342) ‧‧‧Second Control Department

(343)‧‧‧中央閥位(343) ‧‧‧Central valve position

(344)‧‧‧微型活塞(344) ‧‧‧Mini Piston

(4)‧‧‧阻尼器總成(4) ‧‧‧Damper assembly

(41)‧‧‧第三節點(41) ‧‧‧ third node

(42)‧‧‧第四節點(42) ‧‧‧ fourth node

(43)‧‧‧阻尼缸體(43) ‧‧‧Damper cylinder

(431)‧‧‧阻尼滑桿(431) ‧‧‧Damper slider

(432)‧‧‧阻尼活塞(432) ‧‧‧Damping piston

(433)‧‧‧彈性體(433) ‧‧‧Elastomer

(5)‧‧‧迴路單元(5) ‧‧‧loop unit

(51)‧‧‧第一油路(51) ‧‧‧First Oil Road

(52)‧‧‧第二油路(52) ‧‧‧Second Oil Road

(53)‧‧‧第三油路(53) ‧‧‧Third Oil Road

(54)‧‧‧第四油路(54) ‧‧‧Fourth Oil Road

(55)‧‧‧溢流閥裝置(55) ‧‧‧Relief valve device

(56)‧‧‧止回閥(56) ‧‧‧Check valve

(6)‧‧‧蓄壓器(6) ‧‧‧Pressure accumulator

(61)‧‧‧油箱(61) ‧‧‧ Fuel tank

第一圖:本發明其較佳實施例之整體構造圖First picture: Overall structure diagram of the preferred embodiment of the present invention

第二圖:本發明其較佳實施例之控制器總成局部構造圖Second diagram: Partial structure diagram of the controller assembly of the preferred embodiment of the present invention

第三圖:本發明其較佳實施例之實施態樣圖The third diagram: the implementation of the preferred embodiment of the present invention

第四圖:本發明其較佳實施例之中央閥位態樣圖Figure 4: A sample of the central valve position of the preferred embodiment of the present invention

第五圖:本發明其較佳實施例之雙溢流閥整體構造圖Fifth Figure: Overall structure of a double relief valve according to a preferred embodiment of the present invention

第六圖:本發明其較佳實施例之有蓄壓器整體構造圖Figure 6: Overall structure of a pressure accumulator according to a preferred embodiment of the present invention

第七圖:本發明其較佳實施例之測試曲線圖(一)Figure 7: Test curve diagram of the preferred embodiment of the present invention (1)

第八圖:本發明其較佳實施例之測試曲線圖(二)Figure 8: Test curve diagram of the preferred embodiment of the present invention (2)

第九圖:本發明其較佳實施例之測試曲線圖(三)Figure 9: Test curve diagram of the preferred embodiment of the present invention (3)

第十圖:本發明其較佳實施例之測試曲線圖(四)Fig. 10: Test curve diagram of the preferred embodiment of the present invention (4)

第十一圖:本發明其較佳實施例之測試曲線圖(五)Fig. 11: Test curve diagram of the preferred embodiment of the present invention (5)

Claims (10)

一種液壓控制器之制震模組,係設置於結構物之一第一支點以及一第二支點間,其包含有一控制器總成、一阻尼器總成以及一迴路單元,於該控制器總成相對之兩側係分別設置一第一節點及一第二節點,於該阻尼器總成相對之兩側係分別設置一第三節點及一第四節點,並且該第一節點與該第三節點固設於該第一支點上,該第二節點與該第四節點固設於該第二支點上,其中該控制器總成與該阻尼器總成之內部係含有一液壓油,該迴路單元係連通該控制器總成及該阻尼器總成,提供該液壓油流通。A damping module of a hydraulic controller is provided between a first fulcrum and a second fulcrum of a structure, and includes a controller assembly, a damper assembly, and a loop unit. A first node and a second node are respectively provided on opposite sides, and a third node and a fourth node are respectively provided on opposite sides of the damper assembly, and the first node and the third node A node is fixed on the first fulcrum, and the second node and the fourth node are fixed on the second fulcrum, wherein the internal system of the controller assembly and the damper assembly contains a hydraulic oil, and the circuit The unit is connected to the controller assembly and the damper assembly to provide the hydraulic oil circulation. 如申請專利範圍第1項所述液壓控制器之制震模組,其中該阻尼器總成係進一步包含有一阻尼缸體,該阻尼缸體之內部係有一穿設一阻尼滑桿之阻尼活塞,該阻尼滑桿之一端有凸出該阻尼缸體之外部,並延伸至連接一彈性體,再連接至該第三節點。For example, the damping module of the hydraulic controller described in the first patent application range, wherein the damper assembly further includes a damping cylinder, and a damping piston through a damping slider is arranged inside the damping cylinder. One end of the damping slide bar protrudes from the outside of the damping cylinder and extends to connect an elastic body and then to the third node. 如申請專利範圍第1項所述液壓控制器之制震模組,其中該控制器總成係進一步包含有一控制缸體以及一液壓閥裝置,該控制缸體內部有一穿設一控制滑桿之控制活塞,該控制滑桿之一端有凸出該控制缸體之外部,並延伸至連接該第一節點。For example, the vibration damping module of the hydraulic controller described in item 1 of the scope of the patent application, wherein the controller assembly further includes a control cylinder and a hydraulic valve device, and a control slide rod is arranged inside the control cylinder. A control piston, one end of the control slide bar protrudes from the outside of the control cylinder, and extends to connect to the first node. 如申請專利範圍第3項所述液壓控制器之制震模組,其中該液壓閥裝置係具有一第一控制部、一第二控制部以及一中央閥位,該第一控制部係與該中央閥位連接,該中央閥位再與該第二控制部連接。According to the shock control module of the hydraulic controller according to item 3 of the scope of patent application, the hydraulic valve device has a first control portion, a second control portion, and a central valve position, and the first control portion is connected with the The central valve position is connected to the second control portion. 如申請專利範圍第4項所述液壓控制器之制震模組,其中該第一控制部與該第二控制部係為液壓控制,內部皆具有油路供該液壓油流動,並設有一微型活塞。For example, the shock control module of the hydraulic controller described in the fourth item of the patent application scope, wherein the first control part and the second control part are hydraulic control, and there are oil circuits inside for the hydraulic oil to flow, and a micro piston. 如申請專利範圍第5項所述液壓控制器之制震模組,其中該微型活塞之面積係為該控制活塞之面積的1/10~1/1000。For example, the vibration control module of the hydraulic controller described in item 5 of the scope of the patent application, wherein the area of the miniature piston is 1/10 to 1/1000 of the area of the control piston. 如申請專利範圍第4項所述液壓控制器之制震模組,其中該中央閥位為四口三位或四口二位之閥位構造。For example, the shock-control module of the hydraulic controller described in item 4 of the scope of patent application, wherein the central valve position is a four-port three-position or four-port two-position valve position structure. 如申請專利範圍第4項所述液壓控制器之制震模組,其中該中央閥位係選擇性進一步連接一蓄壓器以及一油箱。For example, the vibration damping module of the hydraulic controller described in item 4 of the scope of patent application, wherein the central valve position is optionally further connected with a pressure accumulator and a fuel tank. 如申請專利範圍第1項所述液壓控制器之制震模組,其中該迴路單元係具有一第一油路、一第二油路、第三油路、第四油路以及一溢流閥裝置,該第一油路連通該控制器總成之一端以及該溢流閥裝置,該第二油路連通該控制器總成之另一端以及該溢流閥裝置。For example, the vibration damping module of the hydraulic controller described in item 1 of the patent application scope, wherein the circuit unit has a first oil passage, a second oil passage, a third oil passage, a fourth oil passage, and a relief valve. Device, the first oil path communicates with one end of the controller assembly and the relief valve device, and the second oil path communicates with the other end of the controller assembly and the relief valve device. 如申請專利範圍第9項所述液壓控制器之制震模組,其中該第三油路連通該控制器總成以及該阻尼器總成之一端,該第四油路連通該控制器總成以及該阻尼器總成之另一端。For example, the vibration damping module of the hydraulic controller according to item 9 of the scope of the patent application, wherein the third oil passage communicates with the controller assembly and one end of the damper assembly, and the fourth oil passage communicates with the controller assembly And the other end of the damper assembly.
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