TWI375743B - - Google Patents
Download PDFInfo
- Publication number
- TWI375743B TWI375743B TW98125529A TW98125529A TWI375743B TW I375743 B TWI375743 B TW I375743B TW 98125529 A TW98125529 A TW 98125529A TW 98125529 A TW98125529 A TW 98125529A TW I375743 B TWI375743 B TW I375743B
- Authority
- TW
- Taiwan
- Prior art keywords
- unit
- monitoring
- sensing
- riverbed
- monitoring device
- Prior art date
Links
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
- Alarm Systems (AREA)
- Bridges Or Land Bridges (AREA)
Description
1375743 六、發明說明: 【發明所屬之技術領域】 本發明是有關於一種監測裝置’特別是指一種針對河 床的結構變化進行監測的監測裝置。 【先前技術】 在地勢起伏劇烈、河水湍急的地理環境,復加上山坡 地過度開發、盜採砂石等人為因素影響,造成河床掏空、1375743 VI. Description of the Invention: TECHNICAL FIELD OF THE INVENTION The present invention relates to a monitoring device', particularly to a monitoring device that monitors structural changes in a riverbed. [Prior Art] In the geographical environment where the terrain is undulating and the rivers are rushing, and the human factors such as excessive development of hillsides and the loss of sand and gravel are added, the riverbed is hollowed out.
沖刷情況加劇,以及山坡地滑動等土石流問題,特別是針 對橋樑的安全更是嚴重威脅。 橋樑冲刷監測裝置的主要目的,在於即時反應橋標地 基的沖刷掏空深度,以判斷橋樑的安全性。 參閱圖1 ’為習知用於監測橋樑地基的掏空深度的方 主要疋將一個監測裝置9〇〇埋設於橋樑之橋墩91〇附 近的河床920中,藉由偵測監測裝置刪的數量來判斷河 〇的木度舉例來說,若接收到三個監測裝置900所 發出的訊號,即表示目前的河床92G的深度為X。但是河 〇丄過π水或疋土石流的沖刷,會使最上層的監測裝 置900外露於河床920 ’使該監測裝置900隨著河水或土石 ^中刷而被帶走’此時,工程人員將僅會收到下面二個監 /貝J裝置900所發出的% $ φIncreasing scouring and the problem of earth-rock flow such as sliding on hillsides, especially the safety of bridges, is a serious threat. The main purpose of the bridge scouring monitoring device is to instantaneously reflect the scouring depth of the bridge foundation to judge the safety of the bridge. Referring to Figure 1 'is the conventional method for monitoring the hollow depth of the bridge foundation, a monitoring device 9〇〇 is buried in the riverbed 920 near the bridge pier 91〇, by detecting the number of monitoring devices. Judging the woodiness of the river raft, for example, if the signals sent by the three monitoring devices 900 are received, the depth of the current river bed 92G is X. However, the scouring of the π water or the 疋 soil flow will cause the uppermost monitoring device 900 to be exposed to the riverbed 920 'to make the monitoring device 900 be taken away with the river or earth stone brushing'. At this time, the engineers will Only receive the following $ % φ issued by the J/J device 900
。代戒,即表示河床92〇的深度已從X 下降至X,。 I知的方式雖然可以達到監測河床92〇深度之目的, ^益監職4 9GG會隨著河水或土石的沖刷而被帶走, …、法回收,還會成為下游河川中的廢棄物。此外,每 1375743 例如:電池,使 如此更造成製作0 個監測裝置900令皆必須裝設供應電源 得其中的電路能夠正常運作而發出訊號 成本上的耗費。 【發明内容】 因此本發明之目的’即在提供—種可以不需要額外 的供應電源且可以重複使用的監測裝置。 於是,本發明河床結構的監測農置’用以針對一位於 水面下的河床的結構變化進行監測並輪出_對應該河床結 構變化的感測訊號,其中包含:—H型支標單元及至少一 監測單元。 Η型支標單元至少部分埋設於河床中;監測單元設置於 該Η型支撑單元上並埋設於河床中,監測單元於河床結構 發生變化而外露於河床外時,送出感測訊號。 較佳地’監測裝置還包含一數量與監測單元對應的防 撞早兀’ i Η型支撐單元包括二相對側板及一連接並間隔 該等側板的隔板,而該隔板的前、後面與二側板之間形成 二凹陷部,防撞單元裝設於Η型支撐單元的其中一 ^陷 部,並具有一頂壁、一側壁及一底壁,頂壁及側壁是由^ 數支柱並排組成,底壁則為一基板,頂壁、側壁、底壁與Η 型支撐單元的隔板共同界定出一供監測單元設置的容置办 間。 今二 較佳地,在至少一個監測單元_具有一發電機,該發 電機具有一轉盤、一感測電路及一計算電路。轉盤受河水 的沖刷水流力而旋轉’使發電機產生供應監測裝置所需的. On behalf of the ring, it means that the depth of the riverbed 92〇 has dropped from X to X. Although the way of knowing I can achieve the purpose of monitoring the depth of 92 inches of riverbed, the 4 GG will be taken away with the scouring of river water or earth and stone, and it will be recycled in the downstream rivers. In addition, every 1375743, for example, a battery, makes it even more necessary to make 0 monitoring devices 900. It is necessary to install a power supply circuit in which the circuit can operate normally and the signal cost is incurred. SUMMARY OF THE INVENTION It is therefore an object of the present invention to provide a monitoring device that can be reused without the need for additional power supply. Therefore, the monitoring of the riverbed structure of the present invention is used to monitor and change the structural changes of a river bed located under the water surface, and the sensing signals corresponding to the structural changes of the riverbed include: - H-type branch unit and at least A monitoring unit. The squat type branch unit is at least partially buried in the riverbed; the monitoring unit is disposed on the raft type support unit and buried in the riverbed, and the monitoring unit sends the sensing signal when the riverbed structure changes and is exposed outside the riverbed. Preferably, the monitoring device further comprises an anti-collision type corresponding to the monitoring unit. The i-type support unit comprises two opposite side plates and a partition connecting and spacing the side plates, and the front and back of the partition are Two recessed portions are formed between the two side plates, and the anti-collision unit is installed in one of the trapezoidal support units, and has a top wall, a side wall and a bottom wall, and the top wall and the side wall are composed of a plurality of pillars side by side The bottom wall is a substrate, and the top wall, the side wall and the bottom wall together with the partition of the 支撑-type supporting unit define a accommodating room for the monitoring unit. Preferably, in at least one of the monitoring units _ having a generator, the generator has a turntable, a sensing circuit and a computing circuit. The turntable is rotated by the flow of water from the river's water to make the generator produce the necessary monitoring device
4 13757434 1375743
二:“電路根據河水的沖刷水流力強度而產生感測訊 號/鼻電路用以計算轉盤的轉速。然而,每一個監測單 :二:有-印刷電路板及至少—感測元件,印刷電路板電 且感測元件設置於印刷電路板,用以感測河 床結構中的一環境參數。 測計一_)。 感心件可為加速度感 較佳地’H型支樓單元的隔板上具有數量與發電機對應 的穿孔’供發電機卡固於其中。此外,防撞單元亦可為一 防撞盒,該防撞盒具有一第一孔洞及一第二孔洞,第一孔 洞、第二孔洞及Η型支擇單元的穿孔的位置相互對應,且 發電機穿過第一孔洞並卡固於穿孔中。 在另-較佳實施例十,至少一個監測單元中具有一沖 刷碑及多數個振動元件’該等振動元件的—端固定於沖刷 磚’振動元件受到外力振動而產生供應監測裝置所需的電 力及感測訊號。較佳地,振動元件的材質為锆鈦酸鉛(ΡΖΤ) 或是鈦酸鋇(BaTi〇3) ’且是以並排或是梳狀的方式固定於沖 刷磚上。 監測單元還具有-印刷電路板及至少一感測元件,印 刷電路板電連接沖料,且感測元件設置於印刷電路板, 用以感測河床結構中的__環境參數。較佳地感測元件可 為加速度感測叶(accelerometer^。 此外’本發明之另—㈣,即在提供_種針對橋標安 全性監測的監測系統。 監測系統’用以針對一位於水面中的河床的結構變化 1375743 進行監測並輸出-對應該河床結構變化的感測訊號,該監 測系統包含: 本發明河床結構的監測系 用以針對一位於河水下 的河床的結構變化進行監測並輸出—對應河床結構變化的 感測訊號,其中包含:-監測裝置及一訊號擷取裝置。 監測裝置包括:- Η型支標單元、至少一監測單元及 至少-訊號傳送器。其中’ Η型支至少部分埋設於河 床中;監測單元設置於Η型切單元上並埋設於河床中, 監測單元於河床結構發生變化而外露於河床外時,送出感 測訊號;訊號傳送—接監測單元1以輸出感測訊號; 訊號操取裝置用以接收並分析感測訊號。 較佳地,訊號傳送器是以無線微波射頻的方式傳送感 測訊號至訊賴取裝置,且訊號傳送器的數量等於或小於 監測單元的數量。 ' 較佳地,監測裝置還包含一數量與監測單元對應的防 2單疋,且Η型支撐單疋包括有二相對側板及一連接並間 隔該等側板的隔板,而該隔板前、後面與二側板之間形成 —凹陷部,防撞單元裝設於Η型支撐單元的其中一凹陷 部,並具有一頂壁、一側壁及一底壁,頂壁及侧壁是由多 數支柱並排組成,底壁則為一基板,頂壁、側壁、底壁與^ 型支撐單元的隔板共同界定出一供監測單元設置的容置办 間。 二 較佳地,在至少一個監測單元中具有一發電機,該發 電機具有一轉盤、一感測電路及一計算電路。轉盤受河水 6 測計(accelerometer) :沖刷水流力而旋轉,使發電機產生供應監測裝置所需的 電力’感測電路根據河水的沖刷水流力強度而產生感測訊 號丄計算電路用以計算轉盤的轉速。然而,每一個監測單 一八有p刷電路板及至少一感測元件,印刷電路板電 連接發電機’ 感測S件設置於印刷電路板,用以感測河 床結構中的-環境參數。進—步,感測元件可為加速度感 較佳地’ Η型支樓單^的隔板上具有數量與發電機對應 的穿孔,供發電機卡固於其中。此外,防撞單元亦可為一 防撞盒’該防撞盒具有一第一孔洞及—第二孔洞,第一孔 洞、第二孔洞及Η型支撐單元的穿孔的位置相互對應且 發電機穿過第二孔洞並卡固於穿孔中。 在另一較佳實施例中,至少一個監測單元中具有一設 置於防撞單元中的沖刷磚及多數個振動元件,該等振動元 件的一端固定於沖刷碑,振動元件受到外力振動而產生供 應監測裝置所需的電力及感測訊號《較佳地,振動元件的 材質為銘·鈦酸船(ΡΖΤ)或是鈦酸鋇(BaTi〇3),且是以並排戍 是梳狀的方式固定於沖刷磚上。 監測單元還具有一印刷電路板及至少一感測元件,印 刷電路板電連接沖刷磚,且感測元件設置於印刷電路板, 用以感測河床結構中的一環境參數。較佳地,感測元件可 為加逮度感測計(accelerometer)。 本發明之功效在於’本發明之監測裝置利用發電機或 振動元件因河水的沖刷水流力而發電,使得監測裝置將不 1375743 需要額外的供應電源,此外,本發明是將監測單元容置於 ’方才里單元t α防止監測單元隨著河水四處漂流,故可達 到重複使用之功效。 【實施方式】 有關本發明之别述及其他技術内容、特點與功效,在 以下配合參考圖式之三個較佳實施例的詳細說明中,將可 清楚的呈現。 參閱圖2’為本發明河床結構的監測系統之第—較佳實 施例’該監測系統100用以監測-河床200經過土石流、、 雨水、河水長期的沖刷、崩㈣、㈣後的結構變化,而在 本實施例中,監測系統1〇〇特別應用於監測一橋樑之 橋墩310附近水面下的河床2〇〇的結構變化(例如:沖刷深 度、·;回游深度等)及河水4〇〇的流速,以掌握橋们1〇附近 河床200 #變化,並適時地發出警訊,以確保行經該橋標 300之車輛及行人的安全。監測系統⑽包含一埋設於橋徵 310附近的河床扇中並與橋缴則連接的監測裂置1〇, 及一設置於橋樑300上的訊號擷取裝置2〇〇 配合參閱圖3及圖4,監測裝置10中包括一 H型支撐 單元1、多數個防撞單元2及多數個監測單元3。H型支撐 單元1為一 H_型鋼架(H_beam),但不以此為限,任何形狀 為Η型且能夠支撐、固定的材質皆可。H型支撐單元1至 少部分埋設於橋墩310旁邊的河床2〇〇中,並利用多個支 撐架30(或鋼架)與橋墩31〇連接,以防止H型支撐單元1 隨著河水400的沖刷而移動。此外,H型支撐單元i的縱向Second: "The circuit generates a sensing signal according to the flow intensity of the river water. The nose circuit is used to calculate the rotational speed of the turntable. However, each monitoring list: two: there - printed circuit board and at least - sensing components, printed circuit boards The electrical sensing component is disposed on the printed circuit board for sensing an environmental parameter in the riverbed structure. The measuring device is _). The sensing component can have a sense of acceleration, preferably the number of the partition of the 'H-type branch unit The perforation corresponding to the generator is fixed in the generator. In addition, the anti-collision unit may also be a crash box having a first hole and a second hole, the first hole and the second hole. And the positions of the perforations of the 支-type selection unit correspond to each other, and the generator passes through the first hole and is fixed in the perforation. In another preferred embodiment, at least one monitoring unit has a scouring monument and a plurality of vibrations. The component 'the end of the vibrating element is fixed to the flushing brick'. The vibrating element is vibrated by an external force to generate power and sensing signals required for supplying the monitoring device. Preferably, the vibrating element is made of lead zirconate titanate (ΡΖΤ) or Yes Barium titanate (BaTi〇3)' is fixed on the flushing brick in a side-by-side or comb-like manner. The monitoring unit also has a printed circuit board and at least one sensing component, the printed circuit board is electrically connected to the punching material, and the sense The measuring component is disposed on the printed circuit board for sensing the __environment parameter in the riverbed structure. Preferably, the sensing component can be an accelerometer (accelerometer). In addition, the invention is further characterized by (4) A monitoring system for bridge safety monitoring. The monitoring system is used to monitor and output a sensing signal corresponding to a structural change of the riverbed for a river bed in the water surface, the monitoring system comprising: the river bed of the present invention The structural monitoring is used to monitor and output the structural changes of a river bed located under the river—the sensing signals corresponding to the structural changes of the riverbed, including: - monitoring device and a signal extraction device. The monitoring devices include: - Η type a sizing unit, at least one monitoring unit, and at least a signal transmitter, wherein the Η type branch is at least partially embedded in the river bed; the monitoring unit is disposed in the Η type cutting unit And embedded in the riverbed, the monitoring unit sends a sensing signal when the riverbed structure changes and is exposed outside the riverbed; the signal transmission-connecting monitoring unit 1 outputs a sensing signal; and the signal processing device receives and analyzes the sensing signal Preferably, the signal transmitter transmits the sensing signal to the information acquisition device by means of a wireless microwave radio frequency, and the number of the signal transmitters is equal to or smaller than the number of the monitoring units. Preferably, the monitoring device further comprises a quantity. The anti-two single 对应 corresponding to the monitoring unit, and the 支撑-shaped support 疋 includes two opposite side plates and a partition connecting and spacing the side plates, and a recessed portion is formed between the front and rear sides of the partition and the two side plates, The anti-collision unit is mounted on one of the recessed portions of the 支撑-type support unit, and has a top wall, a side wall and a bottom wall. The top wall and the side wall are composed of a plurality of struts side by side, and the bottom wall is a substrate and a top wall. The side wall and the bottom wall together with the partition of the ^-type supporting unit define a receiving room for the monitoring unit. Preferably, there is a generator in at least one of the monitoring units, the generator having a turntable, a sensing circuit and a computing circuit. The turntable is measured by the river water accelerometer: the water is rotated to make the generator generate the power required to supply the monitoring device. The sensing circuit generates the sensing signal according to the flow intensity of the river water. The calculation circuit is used to calculate the turntable. Speed. However, each monitoring unit has a p-brush circuit board and at least one sensing element, and the printed circuit board is electrically connected to the generator. The sensing S component is disposed on the printed circuit board for sensing the environmental parameters in the riverbed structure. Further, the sensing element may be a sense of acceleration. Preferably, the partition of the 支-type slab has a number of perforations corresponding to the generator for the generator to be clamped therein. In addition, the anti-collision unit may also be a crash box. The anti-collision box has a first hole and a second hole. The positions of the first hole, the second hole and the perforation of the 支撑-type support unit correspond to each other and the generator wears Pass through the second hole and snap into the perforation. In another preferred embodiment, at least one of the monitoring units has a flushing brick disposed in the collision avoidance unit and a plurality of vibrating elements, one end of the vibrating elements being fixed to the scouring monument, and the vibrating element being vibrated by an external force to supply The power and sensing signals required for the monitoring device "Better, the material of the vibrating element is Ming Titanium Tank (ΡΖΤ) or Barium Titanate (BaTi〇3), and is fixed in a comb-like manner. On the bricks. The monitoring unit further has a printed circuit board and at least one sensing component. The printed circuit board is electrically connected to the flushing brick, and the sensing component is disposed on the printed circuit board for sensing an environmental parameter in the riverbed structure. Preferably, the sensing element can be an accelerometer. The effect of the present invention is that the monitoring device of the present invention utilizes a generator or a vibrating element to generate electricity due to the flushing water flow of the river water, so that the monitoring device will not require additional power supply for the 1357743. In addition, the present invention accommodates the monitoring unit. The unit t α prevents the monitoring unit from drifting around the river, so it can achieve the effect of repeated use. The detailed description of the three preferred embodiments of the present invention will be apparent from the following detailed description of the preferred embodiments of the invention. Referring to Fig. 2' is a first embodiment of a monitoring system for a riverbed structure according to the present invention. The monitoring system 100 is used to monitor the structural changes of the riverbed 200 after the long-term erosion, collapse (4), and (4) of the earth-rock flow, the rainwater, and the river water. In the present embodiment, the monitoring system 1〇〇 is particularly used to monitor the structural changes of the riverbed 2〇〇 under the water surface near the bridge pier 310 (for example: scouring depth, • depth of reentry, etc.) and river water 4〇〇 The flow rate to grasp the bridges in the vicinity of the bridge 1 200 change, and timely issued a warning to ensure the safety of vehicles and pedestrians passing the bridge 300. The monitoring system (10) includes a monitoring slit 1 embedded in the river bed fan near the bridge sign 310 and connected to the bridge, and a signal picking device 2 disposed on the bridge 300. Referring to FIG. 3 and FIG. 4 The monitoring device 10 includes an H-type support unit 1, a plurality of collision avoidance units 2, and a plurality of monitoring units 3. The H-type support unit 1 is an H_shaped steel frame (H_beam), but it is not limited thereto, and any material having a shape of a Η type and capable of being supported and fixed may be used. The H-shaped support unit 1 is at least partially embedded in the riverbed 2 beside the pier 310, and is connected to the pier 31〇 by a plurality of support frames 30 (or steel frames) to prevent the H-type support unit 1 from being washed away by the river 400 And move. In addition, the longitudinal direction of the H-shaped support unit i
8 1375743 方向會與橋墩3Π)之縱向方向平行,且具有二相對側板i4 及-連接並間隔兩側板14的隔板12,而於隔板i2的前、 後面與二侧板14之間形成二個凹陷部11。8 1375743 The direction is parallel to the longitudinal direction of the pier 3), and has two opposite side plates i4 and a partition 12 connecting and spacing the side plates 14, and forming a front between the front and rear of the partition i2 and the two side plates 14. a recessed portion 11.
防撞單7L 2為活㈣混凝土(RPC),或任何耐磨耗的材 例如:不銹鋼製成的不銹鋼架或是塑膠架等等,用以 「保護」監測單it 3避免受到河水侧中的石頭或漂流物 的撞擊而造成損壞。防撞單元2具有三個壁:一頂壁21、 一側壁22及-底壁23。頂壁21及側壁22是由多數個支柱 所組成’底壁23則是為-個基板,防撞單元2裝設於H型 支撐單元1的其中一個凹陷部u中,使得三個壁與Η型支 撐單元1的隔板12共同界定出一容置空間。在本實施例 中,防撞單元2的數量為五,且全部裝設於同一個凹陷部 11中’但其裝設的位置及數量皆不以此為限。The anti-collision single 7L 2 is a live (four) concrete (RPC), or any wear-resistant material such as a stainless steel frame made of stainless steel or a plastic frame, etc., to "protect" the monitoring unit it 3 to avoid being in the river side. Damage caused by the impact of stones or drifting objects. The collision avoidance unit 2 has three walls: a top wall 21, a side wall 22 and a bottom wall 23. The top wall 21 and the side wall 22 are composed of a plurality of pillars. The bottom wall 23 is a substrate, and the collision avoidance unit 2 is installed in one of the recesses u of the H-type support unit 1, so that the three walls and the crucible The partitions 12 of the type of support unit 1 collectively define an accommodation space. In the present embodiment, the number of the collision avoidance units 2 is five, and all of them are installed in the same recessed portion 11 but the position and number of the installation are not limited thereto.
監測單元3的數量與防撞單元2相對應,且一對一的 设置於防撞單元2的容置空間中,其設置的方法有很多 種:粘著、鎖合、綑綁等等。在本實施例中,監測單元3 具有一於水中運作的發電機(generat〇r)31,例如:交流式或 直*_l式永磁馬達(Permanent-Magnet Motor)或盤式馬達等 等’及一連接於發電機31的印刷電路板(pcb)32,而在圖4 中’發電機31是以永磁馬達31來說明》永磁馬達31具有 一轉盤310、一感測電路311及一計算電路312,轉盤310 藉由河水400的沖刷水流力而旋轉,使得永磁馬達31可產 生供應整個監測單元3運作的電力(1〇〜3〇瓦),若永磁馬達 31位於河水400中’受到河水400的沖刷水流力較大,則 9 1375743 轉盤310的轉速越快,感測訊號的頻率與振幅越大;反 之’若永磁馬達31位於河床200的土壤中,受到河水400 的沖刷水流力較小’則轉盤310的轉速較慢,感測訊號的 頻率與振幅也會越小。此外,感測電路311根據河水400的 沖刷水流力強度而產生感測訊號,藉由分析該感測訊號即 可得知河床200結構變化的程度,且計算電路312可在轉 盤3 10旋轉時同時計算出其轉速,如此即可得知河水4〇〇 的沖刷速度,因此,本實施例之永磁馬達31具有三種功 能:發電、產生代表河水400的沖刷水流力強度的感測訊 號,及測得河水400的沖刷速度。 印刷電路板32上設置(電連接)有至少一感測元件33及 一訊號傳送器34。感測元件33用以感測河床2〇〇結構中的 一環境參數,在本實施例中,感測元件33為加速度感測計 (aCCelerometer)33。加速度感測計33利用其本體受到河水 400的沖刷水流力而產生移動或轉動,使其内部結構產生位 移’藉此感測河水400及河床200内部加速度的變化。此 外’加速度感測計33也可以應用於傾斜角度感測計,用以 根據河床200結構之傾斜角度的不同而輸出對應該傾斜角 度的感測訊號。 值得一提的是’永磁馬達31及加速度感測計33皆可 以分析出河水400的沖刷水流力強度,而本實施例是同時 接收且分析兩者所發出的感測訊號及環境參數,以增加分 析結果的精確度。當然,僅接收感測訊號同樣可達到分析 河水400的沖刷水流力強度之功效,換言之,監測單元The number of the monitoring units 3 corresponds to the collision avoidance unit 2, and one-to-one is disposed in the accommodating space of the collision avoidance unit 2, and there are many methods of setting them: sticking, locking, binding, and the like. In this embodiment, the monitoring unit 3 has a generator (generat〇r) 31 operating in water, such as an alternating current or a permanent magnet motor (Permanent-Magnet Motor) or a disk motor, etc. A printed circuit board (pcb) 32 is connected to the generator 31, and in FIG. 4, the 'generator 31 is illustrated by a permanent magnet motor 31. The permanent magnet motor 31 has a turntable 310, a sensing circuit 311, and a calculation. The circuit 312, the turntable 310 is rotated by the flushing water flow of the river 400, so that the permanent magnet motor 31 can generate electric power (1 〇 3 〇 watts) for supplying the entire monitoring unit 3, if the permanent magnet motor 31 is located in the river 400 The flow of the water of the river 400 is relatively large, and the faster the speed of the 9 1375743 turntable 310, the greater the frequency and amplitude of the sensing signal; otherwise, if the permanent magnet motor 31 is located in the soil of the river bed 200, the water flow of the river 400 is washed. If the force is small, the rotation speed of the turntable 310 is slow, and the frequency and amplitude of the sensing signal are also small. In addition, the sensing circuit 311 generates a sensing signal according to the intensity of the flushing water flow of the river 400, and the degree of structural change of the riverbed 200 can be known by analyzing the sensing signal, and the calculating circuit 312 can simultaneously rotate the turntable 3 10 The rotation speed is calculated, so that the scouring speed of the river water can be known. Therefore, the permanent magnet motor 31 of the present embodiment has three functions: power generation, generating a sensing signal representing the flow intensity of the scouring water of the river water 400, and measuring The scouring speed of the river 400. The printed circuit board 32 is provided (electrically connected) with at least one sensing element 33 and a signal transmitter 34. The sensing element 33 is used to sense an environmental parameter in the structure of the riverbed. In the present embodiment, the sensing element 33 is an aCCelerometer 33. The acceleration sensor 33 utilizes its body to be moved or rotated by the flow of the flushing water of the river 400 to cause its internal structure to shift, thereby sensing changes in the internal acceleration of the river 400 and the river bed 200. Further, the acceleration sensor 33 can also be applied to a tilt angle sensor for outputting a sensing signal corresponding to the tilt angle depending on the tilt angle of the structure of the river bed 200. It is worth mentioning that both the permanent magnet motor 31 and the acceleration sensor 33 can analyze the flow intensity of the flushing water of the river 400. In this embodiment, the sensing signals and environmental parameters emitted by the two are simultaneously received and analyzed. Increase the accuracy of the analysis results. Of course, only receiving the sensing signal can also achieve the effect of analyzing the intensity of the flushing water of the river 400, in other words, the monitoring unit.
10 1375743 中可以只有發電機31而不需要裝置感測元件33,同樣可利 用感測訊號來進行河床200的分析,故不以本實施例為 限。再者,印刷電路板32上可以因應河床2〇〇的結構需求 多加整合如溫度感測計、溼度感測計等各類感測元件B。 訊號傳送器34用以將感測訊號及環境參數傳送至訊號 擷取裝置20,其傳送訊號的方式是利用無線微波射頻 (Radio Frequency,RF)技術,當然也可以利用紅外線、藍芽 (bluetooth)或是有線傳輸的方式傳送,並不以本實施例為 限。 ’·'、 此外,參閱圖5 ,訊號傳送器34也可以獨立裝設於H 型支標單it 1上,各個監測單元3可透過傳輸線4()而彼此 電連接,用以傳送感測訊號及環境參數,並且由訊號傳送 器34統一將所有的感測訊號及環境參數傳送至訊號擷取裝 置20進行分析,如此一來,此方式僅需裝設一個訊號傳送 器34即可。特別說明的是,若使用圖5之方式設置訊號傳 送器34,則為了避免訊號傳送器34受到河水4⑻中的漂流 物撞擊而造成損壞,可在訊號傳送器34外部增加防撞單元 2 ’其原理及架構如同上述。 然而,整個監測裝置1〇中也可以只有一個監測單元3 中具有永磁馬達31、加速度感測計33及訊號傳送器34。 如圖6所示,其中,該監測單元3裝設於最上層的防撞單 元2中,其餘的監測單元3則僅具有印刷電路板32及其上 的加速度感測計33即可,利用該永磁馬達31進行發電並 供應給所有加速度感測計33所需的電力,而永磁馬達31 11 1375743 的感測訊號及所有㈣境參數則透過該訊號傳送器34傳送 至訊號擷取裝置20。 總括上述三種方式,參閱圖3,每一個監測單元3中皆 具有永磁馬達3卜加速度感測計33及訊號傳送器34,因 此’各個監測單元3可以自行發電轉送感測訊號;參閱 圖5 ’每-個監測單元3中僅具有永磁馬達31及加速度感 測計33,及-個獨立設置的訊號傳送器34,各個監測單元 3可以自行發電並供應給加速度感料33,使其感測出的 感測訊號’再透過傳輸線40傳送至訊號傳送器Μ ;參閱圖 6,只有一個監測單元3中具有永磁馬達31及訊號傳送器 34 ,其餘的監測單元3中皆僅具有加速度感測計33,因 此,永磁馬達31將供應所有的加速度感測計33所需的電 力,而訊號傳送器34則負責傳送所有的感測訊號。特別強 調的是,訊號傳送器34的數量會等於或小於監測單元3的 數量。 參閱圖2及圖7,訊號擁取裝置20包括一訊號接收器 2〇1及一分析單元2〇2。訊號接收器201用以接收訊號傳送 器34所發出之感測訊號,並傳送至分析單元2〇2 ;分析單 疋202為一電腦’用以分析河床2〇〇的結構變化,以便作 後續的處理與警示。 參閱圖2,在一開始埋設監測裝置1〇時,本實施例是 將五個防撞單元2皆埋入河床200中,僅部份的H型支撐 單元1外露且於河水400之中,此時,每一個監測單元3 中的加速度感測計33皆於河床200中,其所受到的水壓較 r^sIn 10 1375743, only the generator 31 can be used without the device sensing element 33, and the sensing signal can also be used for the analysis of the riverbed 200, so it is not limited to this embodiment. Furthermore, the printed circuit board 32 can be integrated with various sensing elements B such as a temperature sensor and a humidity sensor in response to the structural requirements of the river bed. The signal transmitter 34 is configured to transmit the sensing signal and the environmental parameters to the signal capturing device 20, and the signal is transmitted by using a wireless radio frequency (RF) technology, and of course, an infrared, bluetooth (bluetooth) It is transmitted by means of wired transmission, and is not limited to this embodiment. In addition, referring to FIG. 5, the signal transmitter 34 can also be independently mounted on the H-type standard single unit 1, and each monitoring unit 3 can be electrically connected to each other through the transmission line 4 () for transmitting the sensing signal. And the environmental parameters, and all the sensing signals and environmental parameters are uniformly transmitted by the signal transmitter 34 to the signal capturing device 20 for analysis, so that only one signal transmitter 34 needs to be installed in this manner. Specifically, if the signal transmitter 34 is provided in the manner of FIG. 5, in order to prevent the signal transmitter 34 from being damaged by the drift of the drift in the river 4 (8), the collision avoidance unit 2' may be added outside the signal transmitter 34. The principle and architecture are as above. However, only one monitoring unit 3 in the entire monitoring device 1 may have a permanent magnet motor 31, an acceleration sensor 33 and a signal transmitter 34. As shown in FIG. 6 , the monitoring unit 3 is installed in the uppermost collision avoidance unit 2 , and the remaining monitoring unit 3 only has the printed circuit board 32 and the acceleration sensor 33 thereon. The permanent magnet motor 31 generates power and supplies power to all the accelerometers 33, and the sensing signals and all (four) parameters of the permanent magnet motor 31 11 1375743 are transmitted to the signal capturing device 20 through the signal transmitter 34. . In summary, the above three methods, referring to FIG. 3, each of the monitoring units 3 has a permanent magnet motor 3 accelerometer 33 and a signal transmitter 34, so that each monitoring unit 3 can generate a self-generating transfer sensing signal; Each of the monitoring units 3 has only a permanent magnet motor 31 and an acceleration sensor 33, and an independently arranged signal transmitter 34. Each of the monitoring units 3 can generate electricity by itself and supply it to the acceleration sensor 33 to make it feel The measured sensing signal 'is transmitted to the signal transmitter 透过 through the transmission line 40. Referring to FIG. 6, only one monitoring unit 3 has a permanent magnet motor 31 and a signal transmitter 34, and the remaining monitoring units 3 only have a sense of acceleration. The meter 33, therefore, the permanent magnet motor 31 will supply all of the power required by the accelerometer 33, while the signal transmitter 34 is responsible for transmitting all of the sense signals. It is particularly emphasized that the number of signal transmitters 34 will be equal to or less than the number of monitoring units 3. Referring to FIG. 2 and FIG. 7, the signal acquisition device 20 includes a signal receiver 2〇1 and an analysis unit 2〇2. The signal receiver 201 is configured to receive the sensing signal sent by the signal transmitter 34 and transmit it to the analyzing unit 2〇2; the analyzing unit 202 is a computer for analyzing the structural changes of the riverbed for subsequent use. Handling and warning. Referring to FIG. 2, when the monitoring device 1 is buried at the beginning, in this embodiment, five anti-collision units 2 are buried in the riverbed 200, and only part of the H-type supporting unit 1 is exposed and is in the river 400. At this time, the acceleration sensor 33 in each monitoring unit 3 is in the river bed 200, and the water pressure it receives is more than r^s.
Xj) 12 1375743 小,故感測訊號的振幅將會於一個預設的變動範圍内變 動;配合參閱圖8’當發生颱風或是土石流等天災時,河床 200會被河水400或與雨水沖刷,以致於最上層的監測單元 3外露於河床200而浸入河水400之中,使得該最上層的監 測單元3的加速度感測計33會受到較大的水壓,使得其所 產生的環境參數之振幅將會超出變動範圍。 訊號接收器201接收到訊號傳送器34所發出之感測訊 號,由於母一個監測單元3中加速度感測計33受到的水壓 及被埋設於河床200的深度不同,因此,分析單元2〇2能 夠根據感測sil號的振幅及頻率判別出當時河床2〇〇的深 度’及河水400對河床200的沖刷程度。換言之,分析單 元202分析出最上層的監測單元3所發出之感測訊號的振 幅超出變動範圍,即表示當時河床200的高度已從X下降 至X’。如此一來,本實施例之監測裝置1〇將可以精確且即 時的得知橋墩310底下河床200的結構,且監測單元3裝 設於防撞單元2中,不僅可防止被石塊或重物擊中而損 室又,也不會因 >可水400的沖刷而散落於河床2〇〇或河水4〇〇 之中。再者,永磁馬達31僅需透過外界的壓力(水壓)即可 發電,如此將不需要額外的供應電源,以節省成本。 參閱圖9,為本發明河床結構的監測系統1〇〇之第二較 佳貫施例,大致與第一較佳實施例相同,其不同之處在 於,本實施例之監測單A 3,包括一沖刷冑35、多數個振動 疋件36、一印刷電路板32、一加速度感測計及訊號傳 送器34。其中,本實施例是利用振動元件%來取代第一較 13 1375743 佳實施例中的發電機(永磁馬達)31 » 沖刷磚35具有多數個針腳351,並藉由該針腳351插 設於印刷電路板32上。振動元件36的材料為鍅鈦酸鉛 (PZT),或疋欽酸鋇(BaTi03)等具有的優良壓電特性的材 料’且以並排或是梳狀(Comb)的方式固定於沖刷磚35上。 當振動元件36受到外界壓力時,例如:水墨,其振動元件 36内之電偶極矩(圖未示)會隨材質之壓縮而變短,此時,振 動元件36内為抵抗此種外力而將產生電力及感測訊號,以 保持其原本的狀態。振動元件36所產生之電力可提供給監 測單元3,使其可以正常運作,而印刷電路板32、加速度 感測計33及訊號傳送器34皆與第一較佳實施例相同,故 不再贊述。 參閱圖10,為本發明河床結構的監測系統1〇〇之第三 較佳實施例,大致與第一較佳實施例相同,其不同之處在 於,Η型支撐單元1的隔板12上穿設多數個穿孔13,該等 穿孔13的數量及大小皆對應於監測單元3的永磁馬達(發電 機)31,使得每個永磁馬達31可分別卡固於各個對應的穿孔 ^中’以防止永磁馬達31隨著河水4〇〇的沖刷而流動。 此外’防撞單元2的型態也不同於上述實施例,在本 實施例中,防撞單元2為一防撞盒2,,該防撞盒2,具有一 第一孔洞24及一第二孔洞25,第一孔洞24、第二孔洞25 及Η型支撐單元丨的穿孔13的位置相互對應,發電機 穿過第二孔洞25並卡固於Η型支撐單元丨的穿孔13中。 當防撞盒2,外露於河水400中時,河水4〇〇會由第一孔洞 \ 0 14 U75743 24進入防撞盒2,中,並帶動永磁馬達μ的轉盤3ι〇旋轉, 再由第二孔洞25及Η型支撐單元1的穿孔13流出,如圖 U之箭頭所示。然而,第一孔洞24及第二孔洞25的數量 及位置皆不以本實施例為限,只要能使河水4〇〇能夠進入 防撞盒2’ ’以帶動永磁馬達31的轉盤31〇旋轉即可。Xj) 12 1375743 is small, so the amplitude of the sensing signal will change within a preset range of variation; with reference to Figure 8', when a typhoon or earth-rock flow occurs, the riverbed 200 will be washed by the river 400 or with rainwater. Therefore, the uppermost monitoring unit 3 is exposed to the river bed 200 and immersed in the river water 400, so that the acceleration sensor 33 of the uppermost monitoring unit 3 is subjected to a large water pressure, so that the amplitude of the environmental parameters generated thereby Will exceed the scope of the change. The signal receiver 201 receives the sensing signal from the signal transmitter 34. Since the water pressure received by the acceleration sensor 33 in the parent monitoring unit 3 is different from the depth embedded in the river bed 200, the analyzing unit 2〇2 According to the amplitude and frequency of the sensing sil, the depth of the river bed 2' and the river 400 to the river bed 200 can be discriminated. In other words, the analysis unit 202 analyzes that the amplitude of the sensing signal emitted by the uppermost monitoring unit 3 exceeds the variation range, that is, the height of the river bed 200 has decreased from X to X'. In this way, the monitoring device 1 of the embodiment can accurately and instantly know the structure of the river bed 200 under the bridge 310, and the monitoring unit 3 is installed in the collision avoidance unit 2, which can prevent not only the stone or the heavy object. If you hit the room and the room is damaged, it will not be scattered in the riverbed 2 or the river 4 because of the scouring of the water 400. Furthermore, the permanent magnet motor 31 can generate electricity only by external pressure (water pressure), so that no additional power supply is required to save costs. Referring to FIG. 9, a second preferred embodiment of the monitoring system for a riverbed structure of the present invention is substantially the same as the first preferred embodiment, except that the monitoring list A3 of the embodiment includes A scouring unit 35, a plurality of vibrating elements 36, a printed circuit board 32, an acceleration sensor and a signal transmitter 34 are provided. In this embodiment, the vibration element % is used instead of the first one 13 1375743. The generator (permanent magnet motor) 31 in the preferred embodiment is provided. The flushing brick 35 has a plurality of pins 351, and is inserted into the printing by the pins 351. On the circuit board 32. The material of the vibrating member 36 is a material having excellent piezoelectric characteristics such as lead zirconate titanate (PZT) or barium phthalate (BaTi03) and is fixed to the flushing brick 35 in a side-by-side or comb-like manner (Comb). . When the vibrating element 36 is subjected to external pressure, such as ink, the electric dipole moment (not shown) in the vibrating element 36 is shortened as the material is compressed. At this time, the vibrating element 36 is resistant to such external force. Power and sensing signals will be generated to maintain their original state. The power generated by the vibrating element 36 can be supplied to the monitoring unit 3 so that it can operate normally, and the printed circuit board 32, the acceleration sensor 33 and the signal transmitter 34 are the same as the first preferred embodiment, so no longer like Said. Referring to FIG. 10, a third preferred embodiment of the monitoring system for a riverbed structure of the present invention is substantially the same as the first preferred embodiment except that the partition 12 of the 支撑-shaped support unit 1 is worn. A plurality of perforations 13 are provided, and the number and size of the perforations 13 correspond to the permanent magnet motor (generator) 31 of the monitoring unit 3, so that each of the permanent magnet motors 31 can be respectively engaged in each corresponding perforation The permanent magnet motor 31 is prevented from flowing as the river water is washed. In addition, the type of the anti-collision unit 2 is different from the above embodiment. In the embodiment, the anti-collision unit 2 is a crash box 2 having a first hole 24 and a second The holes 25, the first holes 24, the second holes 25, and the perforations 13 of the 支撑-shaped support unit 相互 correspond to each other, and the generator passes through the second holes 25 and is fixed in the through holes 13 of the 支撑-shaped support unit 丨. When the anti-collision box 2 is exposed in the river water 400, the river water 4 〇〇 will enter the anti-collision box 2 from the first hole \ 0 14 U75743 24, and the rotating wheel 3 〇 of the permanent magnet motor μ will be rotated, and then The two holes 25 and the perforations 13 of the crucible support unit 1 flow out as indicated by the arrows of U. However, the number and position of the first hole 24 and the second hole 25 are not limited to the embodiment, as long as the river water can be inserted into the crash box 2'' to rotate the turntable 31 of the permanent magnet motor 31. Just fine.
综上所述,本發明監測系統100利用發電機31或是振 動元件36藉由河水400的流動與沖刷而產生電力,以供應 給各個感測元件33(例如:加速度感測計、溫度感測計、溼 度感測計等)所需的電力,如此將不需要額外的供應電源: 以降低成本。此外,本發明監測系統1〇〇還多加裝防撞單 元或是防撞盒2,)’不僅可以防止監測單元3受到河水 4〇〇中的石頭或是漂流物的撞擊而損毀,且還可以避免監測 單元3隨著河水400的沖刷而四處漂流,甚至消失於:水 4〇〇之中,使得監測單元3能夠重複使用。 惟以上所述者,僅為本發明之較佳實施例而已,當不In summary, the monitoring system 100 of the present invention generates power by the flow or erosion of the river water 400 by the generator 31 or the vibrating element 36 to be supplied to the respective sensing elements 33 (for example, an acceleration sensor, temperature sensing). The power required for the meter, humidity sensor, etc., so no additional power supply will be required: to reduce costs. In addition, the monitoring system of the present invention further includes an anti-collision unit or a crash box 2, which not only prevents the monitoring unit 3 from being damaged by the impact of stones or drifting objects in the river, but also It is possible to prevent the monitoring unit 3 from drifting around with the flushing of the river 400, or even disappearing into the water 4, so that the monitoring unit 3 can be reused. However, the above is only the preferred embodiment of the present invention, when not
能以此限定本發明實施之範圍,即大凡依本發明申請:利 範圍及發明說明内容所作之簡單的等效變化與修飾,皆仍 屬本發明專利涵蓋之範圍内。 【圖式簡單說明】 圖1是一平面示意圖,說明習知監測裝置埋設於河床 中的實施態樣; 圖2是一平面示意圖 統之第一較佳實施例; 說明本發明河床結構的監測系The scope of the present invention is to be construed as being limited by the scope of the invention and the scope of the invention. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a plan view schematically showing an embodiment in which a conventional monitoring device is embedded in a riverbed; Fig. 2 is a first preferred embodiment of a planar schematic; illustrating a monitoring system for a riverbed structure of the present invention
是一立體圖 說明該第一較佳實施例之監測裝置 15 1375743 的内部構造; 圖4是一立體圖,說明該第一較佳實施例之監測單元 的内部構造; 圖5是一平面圖,說明該第一較佳實施例之監測裝置 的另一種態樣; 圖6是一平面圖,說明該第一較佳實施例之監測裝置 的另一種態樣; 圖7是-示意圖’說明該第-較佳實施例之訊號操取 裝置的内部構造; 圖8疋一平面示思圖,說明河戍我不丨、1 |丄 ^ 7床又到河水沖刷後的結 吸%不發明河床結構的監測 第二較佳實施例中監測單元的内部構造;及 圖10是一平面圖,爷明士找。 第- 說月本發明河床結構的監測系统4 弟二較佳實施例。Is a perspective view illustrating the internal configuration of the monitoring device 15 1375743 of the first preferred embodiment; FIG. 4 is a perspective view showing the internal structure of the monitoring unit of the first preferred embodiment; FIG. 5 is a plan view illustrating the first Another aspect of the monitoring device of a preferred embodiment; FIG. 6 is a plan view showing another aspect of the monitoring device of the first preferred embodiment; FIG. 7 is a schematic view showing the first preferred embodiment. The internal structure of the signal operation device of the example; Fig. 8 is a plan view of the plane, which shows that the river is not 丨, 1 | 丄 ^ 7 bed and the suction after the river washes. The internal structure of the monitoring unit in the preferred embodiment; and Figure 10 is a plan view of the Lord Mings. - The preferred embodiment of the monitoring system for the riverbed structure of the present invention.
16 1375743 【主要元件符號說明】 100 ···. •…監測系統 21......... 頂壁 200 ··.. 22......... 側壁 300… …·橋樑 23......... 底壁 310… …橋缴 24......... •弟 孔洞 400 ·· 25......... •第二孔洞 10…… •…監測裝置 3、3,… •監測單元 20…… •…訊號擷取裝置 31......... •發電機(永磁馬達) 201 ··· •…訊號接收器 310....... •轉盤 202… •…分析單元 311 ....... •感測電路 30·...· •…支撐架 312…… •計算電路 40····· •…傳輸線 32........· •印刷電路板 1…… 型支撐單元 33........ •感測元件(加速度 1卜… •…凹陷部 感測計) 12.··· 隔板 34........ •訊號傳送器 13•…· …·穿孔 35........ •沖刷碑 14·.... •…侧板 351…… •針腳 2…… •…防撞單元 36........ •振動元件 2’ ··… •…防撞盒 1716 1375743 [Description of main component symbols] 100 ···. •...Monitoring system 21......... Top wall 200 ··.. 22......... Side wall 300... Bridge 23......... Bottom wall 310... Bridge payment 24......... • Brother hole 400 ·· 25......... • Second hole 10... •...monitoring device 3,3,... •Monitoring unit 20... •...signal capture device 31....... generator (permanent magnet motor) 201 ··· •...signal receiver 310. ...... • Turntable 202... •... Analysis unit 311 . . . • Sensing circuit 30·...·...Support frame 312... • Calculation circuit 40····· •... Transmission line 32........• Printed circuit board 1... Type support unit 33........ • Sensing element (acceleration 1 bu...•...recessed sensor) 12.· ··Baffle 34........ •Signal Transmitter 13•...·...·Perforation 35........ • Scouring the monument 14·.... •...Side plate 351... • Pin 2... •... Collision avoidance unit 36........ • Vibrating element 2' ··... •...Anti-collision box 17
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW98125529A TW201104042A (en) | 2009-07-29 | 2009-07-29 | Monitoring system and monitoring device for riverbed structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW98125529A TW201104042A (en) | 2009-07-29 | 2009-07-29 | Monitoring system and monitoring device for riverbed structure |
Publications (2)
Publication Number | Publication Date |
---|---|
TW201104042A TW201104042A (en) | 2011-02-01 |
TWI375743B true TWI375743B (en) | 2012-11-01 |
Family
ID=44813409
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW98125529A TW201104042A (en) | 2009-07-29 | 2009-07-29 | Monitoring system and monitoring device for riverbed structure |
Country Status (1)
Country | Link |
---|---|
TW (1) | TW201104042A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI668410B (en) * | 2018-10-12 | 2019-08-11 | 國立交通大學 | River erosion conditions monitoring system |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI480515B (en) * | 2013-04-03 | 2015-04-11 | Nat Univ Chung Hsing | Buried Method of River Depth Monitoring Device |
-
2009
- 2009-07-29 TW TW98125529A patent/TW201104042A/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI668410B (en) * | 2018-10-12 | 2019-08-11 | 國立交通大學 | River erosion conditions monitoring system |
Also Published As
Publication number | Publication date |
---|---|
TW201104042A (en) | 2011-02-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203518994U (en) | Permanent magnet inclinometer for industrial machinery | |
Li et al. | Bi-resonant structure with piezoelectric PVDF films for energy harvesting from random vibration sources at low frequency | |
TWI484209B (en) | Magnetic device for measuring scour depth | |
Hu et al. | Triboelectric nanogenerator built on suspended 3D spiral structure as vibration and positioning sensor and wave energy harvester | |
JP5566693B2 (en) | Device for converting mechanical impact energy to electrical energy with optimized efficiency | |
CN105445369B (en) | Detection system and detection method | |
IT201800002465A1 (en) | System for remote and real-time automatic wireless monitoring of structures, infrastructures and slope sectors with high hydrogeological risk aimed at safeguarding public and private safety | |
JP5360561B2 (en) | Micro displacement display device and abnormal vibration monitoring system of building using the same | |
JP5396177B2 (en) | Scour protection block abnormality detection device and scour protection block abnormality detection system | |
JP7101088B2 (en) | Devices for ground compaction and methods for operating and monitoring them | |
TWI375743B (en) | ||
US8560240B2 (en) | Sensor network for detecting riverbed scour | |
CN104428733A (en) | Time-reversal tactile stimulation interface | |
JP2009225503A5 (en) | ||
CN107843334A (en) | The intelligent monitor system that a kind of soft base sluice plate comes to nothing | |
CN101988829B (en) | Monitoring system and monitoring device of riverbed structure | |
GB2510383A (en) | A sensor device with a tilt meter, wireless communication facility and magnetic fixing | |
TW201629450A (en) | Wireless sensing device | |
KR101259619B1 (en) | Power generating device and its method of a vessel | |
CN207891885U (en) | A kind of Level System for the control of broken stone pile machine driving depth | |
EP1841921B1 (en) | System for monitoring level variations in a soil subjected to erosive and sedimentary agents, and monitoring method | |
ES2288103B1 (en) | AUTONOMOUS ASSETS-LIABILITIES FOR VIBRATION CONTROL AND DEFECT DETECTION. | |
CN105374168B (en) | The vibration signals collecting part of the landslide early warning system of slope of highway support engineering | |
Dove et al. | Hardware design of hierarchal active-sensing networks for structural health monitoring | |
JP7056097B2 (en) | Diagnostic equipment and methods |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM4A | Annulment or lapse of patent due to non-payment of fees |