TWI842964B - Gate - Google Patents

Gate Download PDF

Info

Publication number
TWI842964B
TWI842964B TW109135597A TW109135597A TWI842964B TW I842964 B TWI842964 B TW I842964B TW 109135597 A TW109135597 A TW 109135597A TW 109135597 A TW109135597 A TW 109135597A TW I842964 B TWI842964 B TW I842964B
Authority
TW
Taiwan
Prior art keywords
water
water area
opening
water level
gate
Prior art date
Application number
TW109135597A
Other languages
Chinese (zh)
Other versions
TW202117136A (en
Inventor
森井俊明
吉識竜太
宮本訓兄
仲保京一
Original Assignee
日商日立造船股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日商日立造船股份有限公司 filed Critical 日商日立造船股份有限公司
Publication of TW202117136A publication Critical patent/TW202117136A/en
Application granted granted Critical
Publication of TWI842964B publication Critical patent/TWI842964B/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/40Swinging or turning gates
    • E02B7/44Hinged-leaf gates

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)
  • Special Wing (AREA)

Abstract

本發明的起伏閘門1包括:門體10,將開口91予以開閉;閉合機構30,使門體10關閉開口91;以及浮標54,檢測水位。門體10以下述方式構成,即:於通常時成為將開口91打開的打開狀態以便使水於第一水域A與第二水域B之間流通,另一方面於第一水域A的水位增大而需要阻止水自第一水域A向第二水域B的流動的緊急時,成為將開口91關閉的關閉狀態。閉合機構30當於緊急時阻止水自第一水域A向第二水域B的流動的情況下,於藉由浮標54檢測到的水位上升並達到規定的水位時,藉由將門體10設為關閉狀態而使開口91關閉。浮標54藉由檢測於第二水域B中偏離將開口91延長而成的水域的水域的水位而檢測第二水域B的水位。The undulating gate 1 of the present invention includes: a gate body 10 for opening and closing an opening 91; a closing mechanism 30 for closing the opening 91 of the gate body 10; and a float 54 for detecting a water level. The gate body 10 is configured in such a manner that the opening 91 is opened in normal times to allow water to flow between the first water area A and the second water area B, and the opening 91 is closed in an emergency when the water level of the first water area A increases and it is necessary to prevent the flow of water from the first water area A to the second water area B. When the closing mechanism 30 prevents the flow of water from the first water area A to the second water area B in an emergency, the opening 91 is closed by setting the gate body 10 to a closed state when the water level detected by the float 54 rises and reaches a predetermined water level. The buoy 54 detects the water level of the second water area B by detecting the water level of a water area in the second water area B that is separated from the water area formed by extending the opening 91 .

Description

閘門Gate

此處所揭示的技術是有關於一種設置於使第一水域與第二水域連通的開口的閘門。 The technology disclosed herein is related to a gate arranged at an opening that connects a first water area with a second water area.

自先前以來,已知一種設置於開口且將開口予以開閉的閘門。例如,於專利文獻1中,揭示一種將排水路予以開閉的閘門。所述閘門以基於閘門的上游側與下游側的水位差而進行開閉的方式構成。 A gate that is disposed at an opening and opens and closes the opening has been known for a long time. For example, Patent Document 1 discloses a gate that opens and closes a drainage passage. The gate is constructed in a manner that opens and closes based on the water level difference between the upstream side and the downstream side of the gate.

[現有技術文獻] [Prior art literature]

[專利文獻] [Patent Literature]

[專利文獻1]日本專利特開平2-80708號公報 [Patent document 1] Japanese Patent Publication No. 2-80708

於將開口予以開閉的閘門中,需要準確地判定將開口閉合的必要性。而且,將閘門予以開閉的基準根據閘門的使用狀況而不同。例如,有時並非基於閘門的上游與下游的水位差,而是僅基於某水域的水位將閘門予以開閉。 In a gate that opens and closes an opening, it is necessary to accurately determine the necessity of closing the opening. Furthermore, the criteria for opening and closing the gate differ depending on the use of the gate. For example, sometimes the gate is opened and closed based only on the water level of a certain water area, not based on the water level difference between the upstream and downstream of the gate.

此處所揭示的技術是鑒於所述方面而完成,其目的在於並非根據閘門的上游與下游的水位差,而是僅根據水位將開口閉 合,並且準確地判定開口的閉合的必要性。 The technology disclosed here is completed in view of the above aspects, and its purpose is not to close the opening according to the water level difference between the upstream and downstream of the gate, but only according to the water level, and accurately determine the necessity of closing the opening.

此處所揭示的技術的對象是設置於使第一水域與第二水域連通的開口的閘門。閘門包括:門體,將所述開口予以開閉;閉合機構,使所述門體關閉所述開口;以及水位檢測部,檢測水位,且所述門體以下述方式構成,即:於通常時成為將所述開口打開的打開狀態以便使水於所述第一水域與所述第二水域之間流通,另一方面於所述第一水域的水位增大而需要阻止水自所述第一水域向所述第二水域的流動的緊急時,成為將所述開口關閉的關閉狀態,所述閉合機構當於所述緊急時阻止水自所述第一水域向所述第二水域的流動的情況下,於藉由所述水位檢測部檢測到的水位上升並達到規定的水位時,藉由將所述門體設為所述關閉狀態而使所述開口關閉,所述水位檢測部藉由檢測於所述第二水域中偏離將所述開口延長而成的水域的水域的水位而檢測所述第二水域的水位。 The object of the technology disclosed here is a gate installed at an opening that connects a first water area with a second water area. The gate includes: a door body that opens and closes the opening; a closing mechanism that causes the door body to close the opening; and a water level detection unit that detects the water level, and the door body is constructed in the following manner: in normal times, the opening is opened to allow water to flow between the first water area and the second water area, and on the other hand, when the water level of the first water area increases and it is necessary to prevent the flow of water from the first water area to the second water area, the door body is in an open state to open the opening to allow water to flow between the first water area and the second water area. The closing state of the opening is closed. When the closing mechanism prevents the flow of water from the first water area to the second water area in the emergency, when the water level detected by the water level detection unit rises and reaches a specified water level, the opening is closed by setting the door body to the closed state. The water level detection unit detects the water level of the second water area by detecting the water level of the water area that deviates from the water area formed by extending the opening in the second water area.

根據所述閘門,可並非根據閘門的上游與下游的水位差,而是僅根據水位將開口閉合,並且準確地判定開口的閉合的必要性。 According to the gate, the opening can be closed based on the water level instead of the water level difference between the upstream and downstream of the gate, and the necessity of closing the opening can be accurately determined.

1:起伏閘門(閘門) 1: Up and down gate (gate)

3:閉合機構 3: Closing mechanism

9:堤體 9: Embankment

10:門體 10: Door body

11:旋轉軸 11: Rotation axis

13:卡合部 13: Snap-fit section

20:收納部 20: Storage Department

30:係留機構 30: Retention institution

31:鉤(卡合部) 31: Hook (engagement part)

32:銷 32: Sales

33:軸 33: Axis

34:重錘 34: Heavy Hammer

35:液壓缸 35: Hydraulic cylinder

35a:活塞桿 35a: Piston rod

40:傳遞機構 40: Delivery mechanism

41:第一桿 41: First shot

42:第二桿 42: Second shot

43:第三桿 43: Third pole

44:第一連桿 44: First connecting rod

45:第二連桿 45: Second connecting rod

46:繩索 46: Rope

47:滑輪(動滑輪) 47: Pulley (movable pulley)

48:彈簧機構 48: Spring mechanism

50:液壓回路 50: Hydraulic circuit

51:第一閥 51: First valve

52:第二閥 52: Second valve

53:止回閥 53: Check valve

54:浮標(水位檢測部) 54: buoy (water level detection unit)

55:供給管 55: Supply pipe

56:第一排出管 56: First discharge pipe

57:第二排出管 57: Second discharge pipe

58:合流管 58: Combined pipe

59:控制部 59: Control Department

61:第一側壁 61: First side wall

62:第二側壁 62: Second side wall

63:機械室 63: Machinery room

64:儲水室 64: Water storage room

65:導水管 65: Aqueduct

91:開口 91: Open mouth

100:起伏閘門式防波堤 100: Heaving gate breakwater

A:第一水域 A: The first water area

B:第二水域 B: Second water area

b1:將開口延長而成的水域 b1: The water area formed by extending the opening

b2:偏離將開口延長而成的水域的水域 b2: The water area that deviates from the water area formed by extending the opening

b3:與門體為相反側的水域 b3: The water area on the opposite side of the gate

圖1是設置有起伏閘門式防波堤的港口的概觀圖。 Figure 1 is an overview of a port with a heaving gate breakwater.

圖2是處於倒伏狀態的起伏閘門的概略性的剖面圖。 Figure 2 is a schematic cross-sectional view of the heave gate in a fallen state.

圖3是表示閉合機構的概略性的結構的圖。 FIG3 is a diagram showing the schematic structure of the closing mechanism.

以下,基於圖式對例示性的實施形態詳細地進行說明。圖1是設置有起伏閘門式防波堤100的港口的概觀圖。圖2是處於倒伏狀態下的起伏閘門1的概略性的剖面圖。圖3是表示閉合機構3的概略性的結構的圖。 Below, the exemplary implementation form is described in detail based on the drawings. FIG. 1 is an overview of a port equipped with a heaving gate breakwater 100. FIG. 2 is a schematic cross-sectional view of the heaving gate 1 in a fallen state. FIG. 3 is a diagram showing the schematic structure of the closing mechanism 3.

例如,起伏閘門式防波堤100作為海嘯或漲潮對策而設置於海洋、更具體而言設置於港灣。起伏閘門式防波堤100以將第一水域A與第二水域B隔斷的方式配置。例如,第二水域B是周圍由陸地等覆蓋的閉合性水域。於起伏閘門式防波堤100設置於港灣的情況下,港外的水域為第一水域A,港內的水域為第二水域B。 For example, the heaving gate breakwater 100 is installed in the ocean, more specifically in a harbor, as a countermeasure against tsunamis or high tides. The heaving gate breakwater 100 is configured to separate the first water area A from the second water area B. For example, the second water area B is a closed water area surrounded by land and the like. When the heaving gate breakwater 100 is installed in a harbor, the water area outside the harbor is the first water area A, and the water area inside the harbor is the second water area B.

起伏閘門式防波堤100包括:起伏閘門1、以及堤體9。 The undulating gate type breakwater 100 includes: an undulating gate 1, and a dam body 9.

堤體9形成有使第一水域A與第二水域B連通的開口91。起伏閘門1設置於開口91。 The dike body 9 is formed with an opening 91 that connects the first water area A and the second water area B. The fluctuating gate 1 is disposed at the opening 91.

如圖2、圖3所示,起伏閘門1包括:門體10,將開口91予以開閉;閉合機構3,使門體10關閉開口91;以及浮標(float)54,檢測水位。如圖1所示,起伏閘門1可更包括以彼此相向的方式配置且區劃開口91的第一側壁61及第二側壁62。起伏閘門1為閘門的一例,浮標54為水位檢測部的一例。 As shown in Figures 2 and 3, the fluctuating gate 1 includes: a door body 10, which opens and closes the opening 91; a closing mechanism 3, which closes the opening 91 with the door body 10; and a float 54, which detects the water level. As shown in Figure 1, the fluctuating gate 1 may further include a first side wall 61 and a second side wall 62, which are arranged in a manner facing each other and divide the opening 91. The fluctuating gate 1 is an example of a gate, and the float 54 is an example of a water level detection unit.

如圖1所示,門體10配置於第一側壁61與第二側壁62 之間。門體10的個數可任意設定。於所述示例中,起伏閘門1具有四個門體10。四個門體10排列於第一側壁61與第二側壁62之間。 As shown in FIG1 , the door body 10 is disposed between the first side wall 61 and the second side wall 62. The number of door bodies 10 can be set arbitrarily. In the example, the up-and-down gate 1 has four door bodies 10. The four door bodies 10 are arranged between the first side wall 61 and the second side wall 62.

如圖2所示,門體10構成為於將開口91打開的倒伏狀態(參照實線)與將開口91關閉的立起狀態(參照一點鏈線)之間旋轉。詳細而言,門體10具有旋轉軸11。例如,門體10形成為大致矩形的平板狀。旋轉軸11設置於門體10中的相當於矩形的一邊的部分。門體10以旋轉軸11為中心而旋轉,於倒伏狀態與立起狀態之間旋轉。旋轉軸11配置於水中(即,海中)。如圖1所示,多個(四個)門體10以旋轉軸11於一直線上並排的方式排列。 As shown in FIG2 , the door body 10 is configured to rotate between a lying state (see solid line) in which the opening 91 is opened and an erected state (see one-point chain line) in which the opening 91 is closed. Specifically, the door body 10 has a rotation axis 11. For example, the door body 10 is formed into a substantially rectangular flat plate. The rotation axis 11 is disposed in a portion of the door body 10 corresponding to one side of the rectangle. The door body 10 rotates around the rotation axis 11, rotating between a lying state and an erected state. The rotation axis 11 is disposed in the water (i.e., in the sea). As shown in FIG1 , a plurality of (four) door bodies 10 are arranged in a manner that the rotation axis 11 is arranged side by side in a straight line.

於倒伏狀態下,整個門體10沈沒於水中。於倒伏狀態下,門體10以門體10中的旋轉軸11為第二水域B側,門體10中的與旋轉軸11為相反側的端部為第一水域A側的方式倒伏(參照圖1)。於立起狀態下,門體10成為局部地突出至水上(參照圖2)且將開口91關閉的狀態。於門體10的內部,形成有空氣室(省略圖示)。門體10藉由門體10受到的浮力而自倒伏狀態向立起狀態旋轉。 In the fallen state, the entire door body 10 is submerged in the water. In the fallen state, the door body 10 is fallen in a manner such that the rotation axis 11 in the door body 10 is on the second water area B side, and the end of the door body 10 on the opposite side to the rotation axis 11 is on the first water area A side (see Figure 1). In the upright state, the door body 10 is partially protruding above the water (see Figure 2) and the opening 91 is closed. An air chamber (not shown) is formed inside the door body 10. The door body 10 rotates from the fallen state to the upright state by the buoyancy exerted on the door body 10.

如圖2所示,於水底(即,海底),形成有供收納倒伏狀態的門體10的收納部20。收納部20形成為於上方開口的箱狀。收納部20的平面形狀為大致矩形,呈略微大於門體10的形狀。於所述示例中,針對四個門體10設置一個共用的收納部20。 As shown in FIG. 2 , a storage section 20 for storing the door body 10 in a fallen state is formed at the bottom of the water (i.e., the seabed). The storage section 20 is formed in a box shape with an opening at the top. The plane shape of the storage section 20 is roughly rectangular and slightly larger than the door body 10. In the example described, a common storage section 20 is provided for four door bodies 10.

閉合機構3於阻止水自第一水域A向第二水域B的流動的情況下,於藉由浮標54檢測到的水位達到規定的水位時,使門體10關閉開口91。於所述示例中,閉合機構3具有:係留機構30,係留倒伏狀態的門體10;以及液壓回路50,使係留機構30工作。即,閉合機構3將門體10係留為倒伏狀態,另一方面,藉由解除係留而使門體10利用浮力向立起狀態旋轉,而使開口91關閉。進而,閉合機構3除了基於藉由浮標54檢測到的水位以外,亦基於來自外部的通知或作業者的操作等使門體10關閉開口91。 When the water level detected by the buoy 54 reaches a predetermined water level, the closing mechanism 3 causes the door body 10 to close the opening 91 while preventing the water from flowing from the first water area A to the second water area B. In the example described above, the closing mechanism 3 includes: a retention mechanism 30 for retaining the door body 10 in a fallen state; and a hydraulic circuit 50 for operating the retention mechanism 30. That is, the closing mechanism 3 retains the door body 10 in a fallen state, and on the other hand, by releasing the retention, the door body 10 rotates to an upright state by buoyancy, thereby closing the opening 91. Furthermore, in addition to the water level detected by the buoy 54, the closing mechanism 3 also causes the door body 10 to close the opening 91 based on external notifications or operator operations.

如圖3所示,係留機構30具有:鉤(hook)31,卡合於倒伏狀態的門體10;以及液壓缸35,對鉤31進行驅動。進而,係留機構30具有將液壓缸35的動力傳遞至鉤31的傳遞機構40。鉤31被液壓缸35經由傳遞機構40而驅動。鉤31為卡合部的一例。 As shown in FIG3 , the tie-down mechanism 30 includes: a hook 31 that engages with the door body 10 in the fallen state; and a hydraulic cylinder 35 that drives the hook 31. Furthermore, the tie-down mechanism 30 includes a transmission mechanism 40 that transmits the power of the hydraulic cylinder 35 to the hook 31. The hook 31 is driven by the hydraulic cylinder 35 via the transmission mechanism 40. The hook 31 is an example of an engaging portion.

於鉤31設置有銷(pin)32。鉤31具有軸33,以軸33為中心旋轉自如地設置。鉤31藉由進行旋轉,而卡合於設置在門體10的卡合部13。詳細而言,鉤31向以軸33為中心的圓周方向上的其中一方向(圖3中為順時針,以下稱為「卡合方向」)旋轉,自上方卡合於倒伏狀態的門體10的卡合部13。於鉤31設置有使鉤31向以軸33為中心的圓周方向的另一方向(圖3中為逆時針,以下稱為「解除方向」)旋轉的重錘(counterweight)34。 A pin 32 is provided on the hook 31. The hook 31 has a shaft 33 and is rotatably provided around the shaft 33. The hook 31 is engaged with the engaging portion 13 provided on the door body 10 by rotating. Specifically, the hook 31 rotates in one direction (clockwise in FIG. 3, hereinafter referred to as the "engaging direction") of the circumferential direction around the shaft 33, and engages with the engaging portion 13 of the door body 10 in the fallen state from above. A counterweight 34 is provided on the hook 31 to rotate the hook 31 in the other direction (counterclockwise in FIG. 3, hereinafter referred to as the "releasing direction") of the circumferential direction around the shaft 33.

傳遞機構40具有:第一桿(rod)41、第二桿42、第三桿43、第一連桿(link)44、第二連桿45、繩索(wire)46、滑 輪47(動滑輪)、以及彈簧機構48。 The transmission mechanism 40 has: a first rod 41, a second rod 42, a third rod 43, a first link 44, a second link 45, a wire 46, a pulley 47 (movable pulley), and a spring mechanism 48.

第一桿41的一端部連結於鉤31的銷32。鉤31藉由被第一桿41拉曳而向卡合方向旋轉。 One end of the first rod 41 is connected to the pin 32 of the hook 31. The hook 31 rotates in the engagement direction by being pulled by the first rod 41.

第一桿41的另一端部連結於第一連桿44。於第一連桿44亦連結有第二桿42的一端部。第二桿42的另一端部連結於第二連桿45。於第二連桿45亦連結有第三桿43的一端部。於第三桿43的另一端部連結有繩索46。繩索46的另一端部連結於彈簧機構48。繩索46捲繞於滑輪47。即,於鉤31,依序連結有第一桿41、第一連桿44、第二桿42、第二連桿45、第三桿43、繩索46及彈簧機構48。於圖3的示例中,第一桿41及第三桿43以於大致鉛垂方向上延伸的方式配置。第二桿42以於大致水平方向上延伸的方式配置。第一連桿44及第二連桿45形成為雙臂曲柄(bell crank)狀。 The other end of the first rod 41 is connected to the first link 44. One end of the second rod 42 is also connected to the first link 44. The other end of the second rod 42 is connected to the second link 45. One end of the third rod 43 is also connected to the second link 45. A rope 46 is connected to the other end of the third rod 43. The other end of the rope 46 is connected to the spring mechanism 48. The rope 46 is wound around the pulley 47. That is, the first rod 41, the first link 44, the second rod 42, the second link 45, the third rod 43, the rope 46 and the spring mechanism 48 are connected to the hook 31 in order. In the example of FIG. 3, the first rod 41 and the third rod 43 are arranged so as to extend in a substantially vertical direction. The second rod 42 is arranged to extend in a substantially horizontal direction. The first link 44 and the second link 45 are formed in a bell crank shape.

滑輪47安裝於液壓缸35的活塞桿(piston rod)35a的前端,相應於活塞桿35a的進退運作而移動。於圖3的示例中,活塞桿35a以於上下方向上進退的方式配置。 The pulley 47 is mounted on the front end of the piston rod 35a of the hydraulic cylinder 35, and moves in accordance with the forward and backward movement of the piston rod 35a. In the example of FIG. 3 , the piston rod 35a is configured to move forward and backward in the vertical direction.

於液壓缸35連接有液壓回路50,經由液壓回路50供給油,或將油排出。 The hydraulic cylinder 35 is connected to a hydraulic circuit 50, through which oil is supplied or discharged.

閉合機構3的一部分配置於設置在第一側壁61內的機械室63。具體而言,至少液壓缸35、滑輪47、彈簧機構48及液壓回路50配置於機械室63。 A portion of the closing mechanism 3 is disposed in a mechanical chamber 63 provided in the first side wall 61. Specifically, at least the hydraulic cylinder 35, the pulley 47, the spring mechanism 48 and the hydraulic circuit 50 are disposed in the mechanical chamber 63.

於如此般構成的閉合機構3中,當油被供給至液壓缸35 時,活塞桿35a前進(向上方移動)。滑輪47亦與活塞桿35a連動地移動,鉤31經由第一桿41、第二桿42、第三桿43、第一連桿44、第二連桿45及繩索46向卡合方向旋轉。藉此,鉤31卡合於處於倒伏狀態的門體10的卡合部13。藉由鉤31卡合於卡合部13,而門體10以倒伏狀態被係留。另一方面,當液壓缸35的壓力釋放時,釋放對鉤31的拉曳力。藉此,門體10藉由浮力而向立起狀態不斷旋轉。此時,伴隨著門體10的旋轉,鉤31對卡合部13的卡合被解除。 In the closing mechanism 3 thus constructed, when oil is supplied to the hydraulic cylinder 35, the piston rod 35a advances (moves upward). The pulley 47 also moves in conjunction with the piston rod 35a, and the hook 31 rotates in the engagement direction via the first rod 41, the second rod 42, the third rod 43, the first connecting rod 44, the second connecting rod 45, and the rope 46. Thereby, the hook 31 is engaged with the engaging portion 13 of the door body 10 in the fallen state. By the hook 31 being engaged with the engaging portion 13, the door body 10 is tied in the fallen state. On the other hand, when the pressure of the hydraulic cylinder 35 is released, the pulling force on the hook 31 is released. Thereby, the door body 10 is continuously rotated toward the upright state by the buoyancy. At this time, as the door body 10 rotates, the engagement of the hook 31 with the engagement portion 13 is released.

再者,由波浪引起的、使門體10上下擺動的力可作用於倒伏狀態的門體10。係留機構30在係留倒伏狀態的門體10的狀態下,藉由彈簧機構48的伸縮作用而在不解除門體10的係留的範圍內容許因波浪產生的門體10的擺動。例如,當水位因波浪而降低時,門體10欲向上方旋轉。此時,彈簧機構48伸長,而第一桿41、第二桿42、第三桿43、第一連桿44、第二連桿45及繩索46向圖3中以實線箭頭所示的方向變位。其結果為,門體10能夠向上方旋轉。另一方面,當水位因波浪而上升時,門體10欲向下方旋轉。由於鉤31僅限制門體10向上方的旋轉,故門體10向下方旋轉。此時,彈簧機構48收縮,而第一桿41、第二桿42、第三桿43、第一連桿44、第二連桿45及繩索46向圖2中以虛線箭頭所示的方向變位。如此,繩索46的鬆弛被吸收,而維持鉤31卡合於卡合部13的狀態。彈簧機構48的伸縮幅度設定為不解除鉤31卡合於卡合部13的範圍。因此,即便門體10擺動,仍維持 門體10的係留。 Furthermore, the force caused by waves that causes the door body 10 to swing up and down can act on the door body 10 in the fallen state. When the door body 10 is moored in the fallen state, the mooring mechanism 30 allows the door body 10 to swing due to waves within the range of not releasing the mooring of the door body 10 by the expansion and contraction action of the spring mechanism 48. For example, when the water level is lowered by waves, the door body 10 wants to rotate upward. At this time, the spring mechanism 48 is extended, and the first rod 41, the second rod 42, the third rod 43, the first connecting rod 44, the second connecting rod 45 and the rope 46 are displaced in the direction shown by the solid arrow in Figure 3. As a result, the door body 10 can rotate upward. On the other hand, when the water level rises due to waves, the door body 10 wants to rotate downward. Since the hook 31 only restricts the upward rotation of the door body 10, the door body 10 rotates downward. At this time, the spring mechanism 48 contracts, and the first rod 41, the second rod 42, the third rod 43, the first connecting rod 44, the second connecting rod 45 and the rope 46 are displaced in the direction indicated by the dotted arrow in Figure 2. In this way, the slack of the rope 46 is absorbed, and the hook 31 is kept engaged with the engaging portion 13. The extension and contraction range of the spring mechanism 48 is set to a range that does not release the hook 31 from the engaging portion 13. Therefore, even if the door body 10 swings, the door body 10 is still kept.

對液壓回路50進一步進行說明。液壓回路50至少包含第一閥(valve)51及第二閥52。詳細而言,液壓回路50包含:供給管55、第一排出管56、第二排出管57、以及合流管58。供給管55與第一排出管56連接於合流管58。第二排出管57與合流管58連接於液壓缸35。於供給管55設置有止回閥53,所述止回閥53容許油向合流管58流動,且遮斷來自合流管58的油的流動。第一閥51及第二閥52分別構成為能夠在遮斷來自液壓缸35的油的排出的關閉狀態、與可排出來自液壓缸35的油的打開狀態之間切換。於第一閥51及第二閥52為關閉狀態的情況下,停止排出來自液壓缸35的油。將第一閥51及第二閥52設為關閉狀態,藉由經由供給管55及合流管58對液壓缸35供給油,而活塞桿35a前進。於第一閥51及第二閥52中的至少一者為打開狀態的情況下,成為可自液壓缸35排出油的狀態。藉此,釋放經由繩索46等對鉤31的拉拽力。鉤31藉由門體10的浮力,而向解除方向旋轉,活塞桿35a與此相應而後退。 The hydraulic circuit 50 is further described. The hydraulic circuit 50 includes at least a first valve 51 and a second valve 52. Specifically, the hydraulic circuit 50 includes a supply pipe 55, a first discharge pipe 56, a second discharge pipe 57, and a confluence pipe 58. The supply pipe 55 and the first discharge pipe 56 are connected to the confluence pipe 58. The second discharge pipe 57 and the confluence pipe 58 are connected to the hydraulic cylinder 35. A check valve 53 is provided on the supply pipe 55, and the check valve 53 allows oil to flow to the confluence pipe 58 and blocks the flow of oil from the confluence pipe 58. The first valve 51 and the second valve 52 are configured to be switchable between a closed state that blocks the discharge of oil from the hydraulic cylinder 35 and an open state that allows the discharge of oil from the hydraulic cylinder 35. When the first valve 51 and the second valve 52 are in the closed state, the discharge of oil from the hydraulic cylinder 35 is stopped. The first valve 51 and the second valve 52 are set to the closed state, and the oil is supplied to the hydraulic cylinder 35 through the supply pipe 55 and the confluence pipe 58, so that the piston rod 35a advances. When at least one of the first valve 51 and the second valve 52 is in the open state, the oil can be discharged from the hydraulic cylinder 35. Thereby, the pulling force on the hook 31 through the rope 46 and the like is released. The hook 31 rotates in the release direction due to the buoyancy of the door body 10, and the piston rod 35a moves backward accordingly.

第一閥51自關閉狀態切換為打開狀態的條件(以下稱為「第一切換條件」)、與第二閥52自關閉狀態切換為打開狀態的條件(以下稱為「第二切換條件」)不同。 The condition for the first valve 51 to switch from the closed state to the open state (hereinafter referred to as the "first switching condition") is different from the condition for the second valve 52 to switch from the closed state to the open state (hereinafter referred to as the "second switching condition")

例如,第一閥51是通常使用於鉤31的係留解除運作的閥,且被控制部59控制。例如,第一閥51是電磁式關斷(shut-off)閥,且基於來自控制部59的指令而運作。控制部59接收來自外 部的通知或作業者的操作並將指令輸出至第一閥51。即,第一切換條件自控制部59輸入向打開狀態切換的指令。 For example, the first valve 51 is a valve generally used for the release operation of the hook 31, and is controlled by the control unit 59. For example, the first valve 51 is an electromagnetic shut-off valve, and operates based on an instruction from the control unit 59. The control unit 59 receives a notification from the outside or an operation by an operator and outputs an instruction to the first valve 51. That is, the first switching condition is an instruction to switch to the open state input from the control unit 59.

例如,第二閥52是第一閥51的備用(backup)閥。第二閥52與第一閥51獨立地運作。例如,第二閥52是機械式的關斷閥。第二閥52根據規定的水域的水位而被機械性地驅動。所謂「機械式」及「機械性地」,意指不經由藉由電氣而驅動的構件。於第二閥52,經由一根或多根槓桿(lever)或連桿等而機械性地連結有浮標54。第二閥52與浮標54的變位相連動而機械性地切換關閉狀態與打開狀態。 For example, the second valve 52 is a backup valve for the first valve 51. The second valve 52 operates independently of the first valve 51. For example, the second valve 52 is a mechanical shut-off valve. The second valve 52 is mechanically driven according to the water level of the specified water area. The so-called "mechanical" and "mechanically" mean a component that is not driven by electricity. The second valve 52 is mechanically connected to the float 54 via one or more levers or connecting rods. The second valve 52 is linked to the displacement of the float 54 to mechanically switch the closed state and the open state.

浮標54檢測第二水域B的水位。例如,浮標54配置於第一側壁61內的儲水室64。於儲水室64,連接有導水管65。如圖1所示,導水管65的一端部(與儲水室64為相反側的端部)朝第二水域B開口。又,儲水室64朝大氣開放。於儲水室64,水自導水管65的一端部所處的水域被導入。儲水室64的水位與導水管65的一端部開口的水域的水位大致相同。即,浮標54檢測第二水域B(具體而言為水域b2、更具體而言為水域b3)的水位。即,於儲水室64,被導入來自藉由浮標54檢測的檢測對象的水域的水。 The buoy 54 detects the water level of the second water area B. For example, the buoy 54 is arranged in the water storage chamber 64 in the first side wall 61. A water pipe 65 is connected to the water storage chamber 64. As shown in FIG1 , one end of the water pipe 65 (the end on the opposite side to the water storage chamber 64) opens toward the second water area B. In addition, the water storage chamber 64 is open to the atmosphere. In the water storage chamber 64, water is introduced from the water area where one end of the water pipe 65 is located. The water level of the water storage chamber 64 is roughly the same as the water level of the water area where one end of the water pipe 65 opens. That is, the buoy 54 detects the water level of the second water area B (specifically, the water area b2, more specifically, the water area b3). That is, water from the water area of the detection object detected by the buoy 54 is introduced into the water storage chamber 64.

較佳的是,浮標54檢測於第二水域B中偏離將開口91延長而成的流域(圖1中以一點鏈線夾著的流域)b1的水域b2的水位。於圖3的示例中,浮標54檢測於第二水域B中相對於第一側壁61與門體10為相反側的水域b3的水位。 Preferably, the buoy 54 detects the water level of the water area b2 in the second water area B that deviates from the water area b1 formed by extending the opening 91 (the water area enclosed by a one-point chain in FIG1 ). In the example of FIG3 , the buoy 54 detects the water level of the water area b3 in the second water area B that is on the opposite side of the first side wall 61 and the door body 10 .

詳細而言,導水管65的一端部於第二水域B中朝偏離將開口91延長而成的水域b1的水域b2開口。更具體而言,導水管65的一端部於第二水域B中朝相對於第一側壁61與門體10為相反側的水域b3開口。即,儲水室64的水位與第二水域B(具體而言為水域b2,更具體而言為水域b3)的水位大致相同。 Specifically, one end of the water pipe 65 opens in the second water area B toward the water area b2 which is away from the water area b1 formed by extending the opening 91. More specifically, one end of the water pipe 65 opens in the second water area B toward the water area b3 which is on the opposite side of the first side wall 61 and the door body 10. That is, the water level of the water storage chamber 64 is roughly the same as the water level of the second water area B (specifically, the water area b2, more specifically, the water area b3).

浮標54於通常時、即於通常的潮汐時位於較儲水室64的水面更靠上方,而不浸於水面。當儲水室64的水位達到超過了通常的滿潮的規定的水位時,浮標54浸於儲水室64的水面,伴隨著水位的上升而浮起。當儲水室64的水位達到需要使開口91閉合的規定的水位時,浮標54機械性地驅動第二閥52,將第二閥52設為打開狀態。即,第二切換條件為藉由浮標54檢測到的水位達到規定的水位。 The buoy 54 is located above the water surface of the water storage chamber 64 at normal times, that is, at normal tides, and is not immersed in the water surface. When the water level of the water storage chamber 64 reaches a prescribed water level exceeding the normal high tide, the buoy 54 is immersed in the water surface of the water storage chamber 64 and floats up with the rise of the water level. When the water level of the water storage chamber 64 reaches a prescribed water level that requires the opening 91 to be closed, the buoy 54 mechanically drives the second valve 52 to set the second valve 52 to an open state. That is, the second switching condition is that the water level detected by the buoy 54 reaches a prescribed water level.

對於如此般構成的起伏閘門1的運作進行說明。 The operation of the thus constructed up-and-down gate 1 is explained.

於通常時,門體10以倒伏狀態被係留機構30係留。開口91被開放,水(即,海水)於第一水域A與第二水域B之間經由開口91而流通。此處,所謂通常時,意指產生通常的海潮的潮汐的情況等、無需將開口91閉合的情況。 Normally, the door body 10 is locked by the locking mechanism 30 in a fallen state. The opening 91 is opened, and water (i.e., seawater) flows between the first water area A and the second water area B through the opening 91. Here, the so-called normal time means a situation where the opening 91 does not need to be closed, such as a situation where a normal tide is generated.

詳細而言,門體10成為倒伏狀態,油經由液壓回路50被供給至液壓缸35。此時,第一閥51及第二閥52成為關閉狀態。液壓缸35的活塞桿35a藉由油的供給而前進(向上方移動),與此相應,鉤31經由傳遞機構40向卡合方向旋轉。鉤31卡合於處於倒伏狀態的門體10的卡合部13。其結果為,門體10以倒伏狀 態被係留。 Specifically, the door body 10 is in a fallen state, and oil is supplied to the hydraulic cylinder 35 through the hydraulic circuit 50. At this time, the first valve 51 and the second valve 52 are in a closed state. The piston rod 35a of the hydraulic cylinder 35 advances (moves upward) by the supply of oil, and accordingly, the hook 31 rotates in the engagement direction through the transmission mechanism 40. The hook 31 engages with the engagement portion 13 of the door body 10 in the fallen state. As a result, the door body 10 is tied in a fallen state.

另一方面,在發生高潮或海嘯的情況下等、需要將開口91閉合的緊急時,控制部59解除由係留機構30實施的係留,使門體10自倒伏狀態成為起伏狀態。具體而言,當發生海嘯或高潮等時,控制部59自外部接收通知。控制部59基於來自外部的通知對第一閥51輸出指令,將第一閥51自關閉狀態切換為打開狀態。或者,於發生海嘯或高潮等的情況下,作業者操作控制部59。控制部59基於作業者的操作對第一閥51輸出指令,將第一閥51自關閉狀態切換為打開狀態。 On the other hand, in an emergency such as a high tide or a tsunami, when the opening 91 needs to be closed, the control unit 59 releases the mooring implemented by the mooring mechanism 30, so that the door body 10 changes from a collapsed state to an up-and-down state. Specifically, when a tsunami or a high tide occurs, the control unit 59 receives a notification from the outside. Based on the notification from the outside, the control unit 59 outputs a command to the first valve 51 to switch the first valve 51 from a closed state to an open state. Alternatively, in the event of a tsunami or a high tide, the operator operates the control unit 59. Based on the operator's operation, the control unit 59 outputs a command to the first valve 51 to switch the first valve 51 from a closed state to an open state.

當第一閥51為打開狀態時,液壓缸35的壓力被釋放。藉此,釋放經由傳遞機構40的對鉤31的拉拽力。門體10藉由浮力向立起狀態不斷旋轉。與此相伴,鉤31向解除方向旋轉,而解除鉤31對卡合部13的卡合。最終,門體10將開口91閉合,而阻止水自第一水域A向第二水域B的流動。 When the first valve 51 is in the open state, the pressure of the hydraulic cylinder 35 is released. Thus, the pulling force on the hook 31 through the transmission mechanism 40 is released. The door body 10 continuously rotates toward the upright state by buoyancy. Along with this, the hook 31 rotates in the release direction, and the engagement of the hook 31 with the engagement part 13 is released. Finally, the door body 10 closes the opening 91, preventing the flow of water from the first water area A to the second water area B.

以上是起伏閘門1的基本性的運作。然而,有可能發生下述事態,即:儘管需要阻止水自第一水域A向第二水域B的流動,但卻未進行由控制部59的主導對門體10的係留解除。例如,在發生因如海嘯或高潮般預先設想的事象以外的事象,而需要阻止水自第一水域A向第二水域B的流動的現象的情況下,有可能不向控制部59發送來自外部的通知。同樣地,亦有可能不向作業者發送來自外部的通知。或者,當於控制部59等發生不良狀況的情況下,無法進行由控制部59實施的門體10的係留解除。 The above is the basic operation of the undulating gate 1. However, the following situation may occur: although it is necessary to prevent the flow of water from the first water area A to the second water area B, the mooring of the gate body 10 is not released by the control unit 59. For example, in the case where it is necessary to prevent the flow of water from the first water area A to the second water area B due to an event other than the pre-conceived event such as a tsunami or a high tide, a notification from the outside may not be sent to the control unit 59. Similarly, a notification from the outside may not be sent to the operator. Or, when a malfunction occurs in the control unit 59, the mooring of the gate body 10 implemented by the control unit 59 cannot be released.

為了應對此種狀況,起伏閘門1包括第二閥52作為備用閥。第二閥52根據第二水域B的水位自關閉狀態向打開狀態切換。向打開狀態切換的水位為可判定為需要將開口91關閉的水位,例如,為與有可能於第二水域B或與第二水域B相連的陸地發生損害的水位相比略微低的水位。具體而言,浮標54檢測第二水域B的水位,當水位達到規定的水位時,第二閥52向打開狀態切換。藉此,可排出液壓缸35的油,而釋放對鉤31的拉曳力。鉤31對門體10的係留被解除,而門體10藉由浮力向立起狀態不斷旋轉。第二閥52與第一閥51獨立地工作。即,即便第一閥51為關閉狀態,當水位達到規定的水位時,第二閥52亦成為打開狀態。 In order to cope with such a situation, the ups and downs gate 1 includes a second valve 52 as a backup valve. The second valve 52 switches from a closed state to an open state according to the water level of the second water area B. The water level for switching to the open state is a water level at which it can be determined that the opening 91 needs to be closed, for example, a water level slightly lower than a water level at which damage may occur in the second water area B or the land connected to the second water area B. Specifically, the buoy 54 detects the water level of the second water area B, and when the water level reaches a specified water level, the second valve 52 switches to the open state. Thereby, the oil in the hydraulic cylinder 35 can be discharged, and the pulling force on the hook 31 can be released. The hook 31 is released from the door body 10, and the door body 10 is continuously rotated to the upright state by buoyancy. The second valve 52 works independently of the first valve 51. That is, even if the first valve 51 is in a closed state, when the water level reaches a specified level, the second valve 52 will also be in an open state.

如此,即便未執行由控制部59的主導實施的係留解除,當第二水域B達到規定的水位時,第二閥52亦切換為打開狀態,開口91藉由門體10而閉合。 In this way, even if the mooring release is not executed under the control of the control unit 59, when the second water area B reaches the specified water level, the second valve 52 is switched to the open state, and the opening 91 is closed by the door body 10.

此時,第二閥52並非根據第一水域A的水位,而是根據第二水域B的水位自關閉狀態切換為打開狀態。在判定是否需要阻止水自第一水域A向第二水域B的流動上,乍一看,會認為監視上游側即第一水域A的水位可更早期地應對而為較佳。然而,第一水域A較第二水域B為更上游側且為通過開口91之前,故水位的變化(具體而言為上升)雖然更早地顯現,但其變化幅度大,而難以準確地判定將開口91閉合的必要性。對此,通過開口91之後的第二水域B較第一水域A的水面平穩,故易於正確地檢測 水位。又,藉由將開口91閉合而欲保護的是第二水域B或與第二水域B相連的陸地。因此,藉由並非監視第一水域A的水位,而是監視第二水域B的水位而可準確地判定保護的必要性。 At this time, the second valve 52 switches from the closed state to the open state according to the water level of the second water area B, not according to the water level of the first water area A. In determining whether it is necessary to prevent the flow of water from the first water area A to the second water area B, at first glance, it would be better to monitor the water level of the upstream side, that is, the first water area A, so that it can be dealt with earlier. However, the first water area A is more upstream than the second water area B and before passing through the opening 91, so although the change in water level (specifically, the rise) appears earlier, the change range is large, and it is difficult to accurately determine the necessity of closing the opening 91. In contrast, the water surface of the second water area B after passing through the opening 91 is more stable than that of the first water area A, so it is easy to accurately detect the water level. In addition, what is intended to be protected by closing the opening 91 is the second water area B or the land connected to the second water area B. Therefore, the necessity of protection can be accurately determined by monitoring the water level of the second water area B instead of the first water area A.

進而,第二閥52根據第二水域B中的、偏離將開口91延長而成的水域b1的水域b2的水位而切換為打開狀態。於第二水域B中將開口91延長而成的水域b1具有自第一水域A流入第二水域B的水的流速快、水位降低的傾向。即,偏離所述水域b1的水域b2與水域b1相比更平穩。藉由監視水域b2的水位而可更準確地判定保護的必要性。 Furthermore, the second valve 52 is switched to an open state according to the water level of the water area b2 in the second water area B, which is separated from the water area b1 formed by extending the opening 91. The water area b1 formed by extending the opening 91 in the second water area B has a tendency that the flow rate of water flowing from the first water area A into the second water area B is fast and the water level is lowered. That is, the water area b2 separated from the water area b1 is more stable than the water area b1. By monitoring the water level of the water area b2, the necessity of protection can be determined more accurately.

更具體而言,第二閥52根據水域b2中的、相對於第一側壁61與門體10為相反側的水域b3的水位,而切換為打開狀態。第一側壁61局部地區劃開口91,相對於第一側壁61門體10之側為開口91。第一側壁61阻礙於開口91中流通的水流入與門體10為相反側的水域b3。於開口91中流通的水為了流入相對於第一側壁61與門體10為相反側的水域b3,必須繞過第一側壁61。水域b3不易受到於開口91中流通的水的影響。即,水域b3即便在水域b2之中亦比較平穩。因此,藉由監視水域b3的水位可更準確地判定保護的必要性。 More specifically, the second valve 52 switches to an open state according to the water level of the water area b3 on the opposite side of the first side wall 61 and the door body 10 in the water area b2. The first side wall 61 is partially divided into an opening 91, and the side of the door body 10 opposite to the first side wall 61 is the opening 91. The first side wall 61 prevents the water flowing in the opening 91 from flowing into the water area b3 on the opposite side of the door body 10. In order to flow into the water area b3 on the opposite side of the first side wall 61 and the door body 10, the water flowing in the opening 91 must bypass the first side wall 61. The water area b3 is not easily affected by the water flowing in the opening 91. That is, the water area b3 is relatively stable even in the water area b2. Therefore, by monitoring the water level of the water area b3, the necessity of protection can be more accurately determined.

又,藉由設置第一閥51及第二閥52,而可使第一閥切換為打開狀態的條件與第二閥52切換為打開狀態的條件不同。例如,即便在第一閥51不解除門體10的係留的狀況下,若滿足第二閥52的第二切換條件,則第二閥52可解除門體10的係留,而 利用門體10將開口91閉合。即,可捕捉更多的事象,根據所述事象而將開口91閉合。 Furthermore, by providing the first valve 51 and the second valve 52, the conditions for switching the first valve to the open state can be different from the conditions for switching the second valve 52 to the open state. For example, even when the first valve 51 does not release the door body 10, if the second switching condition of the second valve 52 is satisfied, the second valve 52 can release the door body 10 and use the door body 10 to close the opening 91. That is, more phenomena can be captured, and the opening 91 can be closed according to the phenomena.

進而,第二閥52相應於浮標54檢測到的水位而被機械性地驅動。因此,即便發生停電或控制部59的不良狀況,第二閥52仍可正常地工作,而可利用門體10將開口91閉合。 Furthermore, the second valve 52 is mechanically driven in response to the water level detected by the float 54. Therefore, even if a power outage or a malfunction of the control unit 59 occurs, the second valve 52 can still operate normally, and the door body 10 can be used to close the opening 91.

如以上所述,起伏閘門1包括:門體10,將開口91予以開閉;閉合機構3,使門體10關閉開口91;以及浮標54(水位檢測部),檢測水位,閉合機構3於阻止水自第一水域A向第二水域B的流動的情況下,於藉由浮標54檢測到的水位達到規定的水位時,使門體10關閉開口91,浮標54檢測第二水域B的水位。 As described above, the fluctuating gate 1 includes: a gate body 10, which opens and closes the opening 91; a closing mechanism 3, which closes the opening 91 by the gate body 10; and a buoy 54 (water level detection unit) which detects the water level. When the closing mechanism 3 prevents the flow of water from the first water area A to the second water area B, when the water level detected by the buoy 54 reaches a specified water level, the gate body 10 closes the opening 91, and the buoy 54 detects the water level of the second water area B.

根據所述結構,門體10並非基於第一水域A的水位,而是基於第二水域B的水位,將開口91關閉。通過開口91之後的第二水域B較通過開口91之前的第一水域A更平穩。因此,藉由監視第二水域B的水位而可準確地判定將開口91閉合的必要性。 According to the structure, the door body 10 closes the opening 91 based on the water level of the second water area B instead of the water level of the first water area A. The second water area B after passing through the opening 91 is more stable than the first water area A before passing through the opening 91. Therefore, by monitoring the water level of the second water area B, the necessity of closing the opening 91 can be accurately determined.

又,浮標54於第二水域B中檢測偏離將開口91延長而成的水域b1的水域b2的水位。 In addition, the buoy 54 detects the water level of the water area b2 which is separated from the water area b1 formed by extending the opening 91 in the second water area B.

根據所述結構,即便於第二水域B中亦基於更平穩的水域的水位來判定開口91的閉合。即,第二水域B中的將開口91延長而成的水域b1發生水自第一水域A流入第二水域B的流動。相應於所述流動的流速而水域b1的水面發生變動。因此,偏離水域b1的水域b2與水域b1相比更平穩。藉由監視水域b2的水位,而可更準確地判定將開口91閉合的必要性。 According to the structure, even in the second water area B, the closing of the opening 91 is determined based on the water level of the more stable water area. That is, in the water area b1 formed by extending the opening 91 in the second water area B, water flows from the first water area A into the second water area B. The water surface of the water area b1 changes according to the flow rate. Therefore, the water area b2 deviating from the water area b1 is more stable than the water area b1. By monitoring the water level of the water area b2, the necessity of closing the opening 91 can be determined more accurately.

進而,起伏閘門1更包括以彼此相向的方式配置且區劃開口91的第一側壁61及第二側壁62,門體10配置於第一側壁61與第二側壁62之間,浮標54檢測於第二水域B中相對於第一側壁61與門體10為相反側的水域b3的水位。 Furthermore, the fluctuating gate 1 further includes a first side wall 61 and a second side wall 62 arranged in a manner facing each other and demarcating the opening 91, the gate body 10 is arranged between the first side wall 61 and the second side wall 62, and the buoy 54 detects the water level of the water area b3 in the second water area B which is on the opposite side of the first side wall 61 and the gate body 10.

根據所述結構,基於在第二水域B中更加平穩的水域的水位來判定開口91的閉合。即,水域b3不易受到在開口91中流通的水的影響。因此,藉由監視水域b3的水位,而可更加準確地判定將開口91閉合的必要性。 According to the above structure, the closing of the opening 91 is determined based on the water level of the more stable water area in the second water area B. That is, the water area b3 is not easily affected by the water flowing in the opening 91. Therefore, by monitoring the water level of the water area b3, the necessity of closing the opening 91 can be determined more accurately.

又,門體10構成為於將開口91打開的倒伏狀態與將開口91關閉的立起狀態之間旋轉,藉由門體10受到的浮力而自倒伏狀態向立起狀態旋轉。 Furthermore, the door body 10 is configured to rotate between a lying state with the opening 91 opened and an upright state with the opening 91 closed, and the door body 10 rotates from the lying state to the upright state due to the buoyancy received by the door body 10.

根據所述結構,起伏閘門1是藉由門體10受到的浮力而自倒伏狀態向立起狀態旋轉的類型的閘門。與滑動閘門(slide gate)或輥式閘門(roller gate)相比,起伏閘門1將開口91閉合的速度更快。因此,可推遲判定開口91的閉合的時機。藉此,可更準確地判定將開口91閉合的必要性。 According to the structure, the fluctuating gate 1 is a type of gate that rotates from a fallen state to an upright state by the buoyancy of the door body 10. Compared with a slide gate or a roller gate, the fluctuating gate 1 closes the opening 91 faster. Therefore, the timing of determining the closing of the opening 91 can be postponed. In this way, the necessity of closing the opening 91 can be determined more accurately.

又,閉合機構3具有:係留機構30,係留倒伏狀態的門體10;以及液壓回路50,使係留機構30工作,係留機構30具有:鉤31(卡合部),卡合於倒伏狀態的門體10;以及液壓缸35,對鉤31進行驅動,液壓回路50包含:第一閥51,被控制部59控制,可自液壓缸35排出油;以及第二閥52,根據浮標54檢測到的水位而被機械性地驅動,可自液壓缸35排出油,第二閥52於藉由 浮標54檢測到的水位達到規定的水位時,可自液壓缸35排出油而解除鉤31對門體10的卡合,藉此使門體10自倒伏狀態向立起狀態旋轉。 In addition, the closing mechanism 3 comprises: a retention mechanism 30, which retains the door body 10 in the inverted state; and a hydraulic circuit 50, which operates the retention mechanism 30. The retention mechanism 30 comprises: a hook 31 (engaging portion), which engages with the door body 10 in the inverted state; and a hydraulic cylinder 35, which drives the hook 31. The hydraulic circuit 50 comprises: a first valve 51, which is controlled by a control unit 59 and can be automatically The hydraulic cylinder 35 discharges oil; and the second valve 52 is mechanically driven according to the water level detected by the float 54, and can discharge oil from the hydraulic cylinder 35. When the water level detected by the float 54 reaches a specified water level, the second valve 52 can discharge oil from the hydraulic cylinder 35 to release the engagement of the hook 31 with the door body 10, thereby rotating the door body 10 from the inverted state to the upright state.

根據所述結構,閉合機構3藉由解除鉤31對門體10的卡合,而使門體10關閉開口91。詳細而言,閉合機構3具有用於解除鉤31對門體10的卡合的兩個閥、即第一閥51及第二閥52。第一閥51被控制部59控制。另一方面,第二閥52根據浮標54檢測到的水位而被機械性地驅動。因此,第二閥52作為第一閥51的備用閥而發揮功能。即,即便在因某些理由而第一閥51不工作的情況下,當水位達到規定的水位時,第二閥52亦解除鉤31對門體10的卡合。其結果為,可根據各種狀況,利用門體10將開口91關閉。 According to the structure, the closing mechanism 3 closes the opening 91 of the door body 10 by releasing the engagement of the hook 31 with the door body 10. In detail, the closing mechanism 3 has two valves, namely, the first valve 51 and the second valve 52, for releasing the engagement of the hook 31 with the door body 10. The first valve 51 is controlled by the control unit 59. On the other hand, the second valve 52 is mechanically driven according to the water level detected by the float 54. Therefore, the second valve 52 functions as a backup valve for the first valve 51. That is, even if the first valve 51 does not work for some reason, when the water level reaches a specified water level, the second valve 52 releases the engagement of the hook 31 with the door body 10. As a result, the opening 91 can be closed using the door body 10 according to various conditions.

《其他實施形態》 《Other implementation forms》

如以上所述般,作為本申請案中揭示的技術的例示,對所述實施形態進行了說明。然而,本揭示的技術並不限定於此,亦可應用於適當進行了變更、置換、添加、省略等的實施形態。又,亦可將所述實施形態中所說明的各構成構件進行組合,而作為新的實施形態。又,於附圖及詳細的說明中所記載的構成構件中,不僅包含為了解決課題所必需的構成構件,亦可包含為了例示所述技術、並非為了解決課題所必需的構成構件。因此,不應因所述並非必需的構成構件記載於附圖或詳細的說明中,而即刻認定所述並非必需的構成構件為必需。 As described above, the implementation form is described as an example of the technology disclosed in this application. However, the technology disclosed in this application is not limited to this, and can also be applied to implementation forms that have been appropriately changed, replaced, added, omitted, etc. In addition, the various components described in the implementation form can also be combined to form a new implementation form. In addition, the components recorded in the attached drawings and detailed descriptions include not only components necessary to solve the problem, but also components that are not necessary to solve the problem in order to illustrate the technology. Therefore, it should not be immediately recognized that the non-essential components are necessary because they are recorded in the attached drawings or detailed descriptions.

例如,閘門並不限定於設置於港灣。閘門亦可設置於河川或河口等。又,閘門可不與堤體9一起形成閘門式防波堤。即,閘門並非設置於堤體的開口,而是於河川、河口中,設置於如由第一側壁及第二側壁般的、相向的側壁予以區劃的開口。 For example, the gate is not limited to being installed in a harbor. The gate can also be installed in a river or an estuary. In addition, the gate may not form a gate-type breakwater together with the dike 9. That is, the gate is not installed in the opening of the dike, but in the river or the estuary, it is installed in an opening divided by the opposite side walls such as the first side wall and the second side wall.

閘門不限定於在倒伏狀態與立起狀態之間旋轉的類型的閘門、即起伏閘門。閘門亦可為滑動閘門或輥式閘門等。 The gate is not limited to a gate that rotates between a lying state and an upright state, i.e., a lifting gate. The gate may also be a sliding gate or a roller gate, etc.

起伏閘門1具有四個門體10,但門體10的個數不限定於此。門體10的個數亦可為一個、兩個、三個、或五個以上。 The lifting gate 1 has four door bodies 10, but the number of door bodies 10 is not limited thereto. The number of door bodies 10 may also be one, two, three, or more than five.

水位檢測部不限定於浮標54。水位檢測部例如亦可為水位感測器。水位檢測部不限定於檢測儲水室64的水位。水位檢測部(例如,浮標54)亦可直接配置於第二水域B(例如,水域b3)。 The water level detection unit is not limited to the buoy 54. The water level detection unit may also be a water level sensor, for example. The water level detection unit is not limited to detecting the water level of the water storage chamber 64. The water level detection unit (for example, the buoy 54) may also be directly configured in the second water area B (for example, water area b3).

供水位檢測部檢測水位的水域不限定於水域b3。供水位檢測部檢測水位的水域只要為第二水域B即可。然而,自於水位變動小的水域檢測水位的觀點而言,較佳為水域b2,更佳為水域b3。 The water area where the water level detection unit detects the water level is not limited to the water area b3. The water area where the water level detection unit detects the water level can be the second water area B. However, from the perspective of detecting the water level in a water area with small water level changes, the water area b2 is preferred, and the water area b3 is more preferred.

閉合機構3不限定於所述的結構。例如,傳遞機構40只要可將液壓缸35的動力傳遞至鉤31,則可設為任意結構。又,鉤31的驅動源不限定於液壓缸35,亦可為馬達(motor)等。又,只要可將門體10係留及解除係留,則可採用任意構件來代替鉤31。又,如前文所述般,於閘門為滑動閘門或輥式閘門的情況下,採用與閘門類型相應的閉合機構。又,閉合機構只要具有使門體10將開口91閉合的功能即可,以開口91被開放的狀態將門體10 予以保持的功能對於閉合機構而言非為必須。 The closing mechanism 3 is not limited to the above-mentioned structure. For example, the transmission mechanism 40 can be set to any structure as long as it can transmit the power of the hydraulic cylinder 35 to the hook 31. In addition, the driving source of the hook 31 is not limited to the hydraulic cylinder 35, but can also be a motor. In addition, as long as the door body 10 can be tied and untied, any component can be used to replace the hook 31. In addition, as described above, when the gate is a sliding gate or a roller gate, a closing mechanism corresponding to the gate type is used. In addition, the closing mechanism only needs to have the function of making the door body 10 close the opening 91, and the function of keeping the door body 10 in the open state of the opening 91 is not necessary for the closing mechanism.

又,亦可不於閘門設置第一閥51。即,閉合機構3可不具有第一閥51,而僅具有第二閥52。此種情況下,門體10以並非基於來自外部的通知或作業者的操作等,而是基於水位檢測部檢測到的水位,將開口91閉合的方式運作。 Furthermore, the first valve 51 may not be provided on the gate. That is, the closing mechanism 3 may not have the first valve 51 but only have the second valve 52. In this case, the door body 10 operates in a manner that closes the opening 91 based on the water level detected by the water level detection unit, rather than based on external notification or operator operation.

[產業上的可利用性] [Industrial availability]

如以上所說明般,此處所揭示的技術對於閘門而言為有用。 As described above, the technology disclosed herein is useful for gates.

1:起伏閘門(閘門)1: Up and down gate (gate)

9:堤體9: Embankment

10:門體10: Door

11:旋轉軸11: Rotation axis

61:第一側壁61: First side wall

62:第二側壁62: Second side wall

64:儲水室64: Water storage room

65:導水管65: Aqueduct

91:開口91: Open

100:起伏閘門式防波堤100: Heaving Gate Breakwater

A:第一水域A: First Water Area

B:第二水域B: Second Water Area

b1:將開口延長而成的水域b1: Water area formed by extending the opening

b2:偏離將開口延長而成的水域的水域b2: The water area that deviates from the water area formed by extending the opening

b3:與門體為相反側的水域b3: The water area on the opposite side of the gate

Claims (3)

一種閘門,設置於使第一水域與第二水域連通的開口,且包括:門體,將所述開口予以開閉;閉合機構,使所述門體關閉所述開口;水位檢測部,檢測水位;以及第一側壁及第二側壁,以彼此相向的方式配置,且所述開口被所述第一側壁及所述第二側壁的彼此相向的壁面區劃於所述第一側壁與所述第二側壁之間,所述門體配置於所述第一側壁與所述第二側壁之間,且構成為:於通常時成為將所述開口打開的打開狀態以便使水於所述第一水域與所述第二水域之間流通,另一方面於所述第一水域的水位增大而需要阻止水自所述第一水域向所述第二水域的流動的緊急時,成為將所述開口關閉的關閉狀態,所述閉合機構當於所述緊急時阻止水自所述第一水域向所述第二水域的流動的情況下,於藉由所述水位檢測部檢測到的水位上升並達到規定的水位時,藉由將所述門體設為所述關閉狀態而使所述開口關閉,所述水位檢測部藉由檢測自於所述第二水域中偏離將所述第一側壁及所述第二側壁的區劃所述開口的所述壁面向所述第二水域延長而成的水域的水域導入儲水室的水的水位,而檢測所述第二水域中的所述偏離的水域的水位。 A gate is provided at an opening that connects a first water area with a second water area, and comprises: a door body that opens and closes the opening; a closing mechanism that closes the door body; a water level detection unit that detects the water level; and a first side wall and a second side wall that are arranged in a manner facing each other, and the opening is divided between the first side wall and the second side wall by the mutually facing wall surfaces of the first side wall and the second side wall, and the door body is arranged between the first side wall and the second side wall, and is configured such that: the opening is normally opened so that water can flow between the first water area and the second water area, and the water level in the first water area increases and needs to be blocked. In an emergency to stop the flow of water from the first water area to the second water area, the opening is closed. When the closing mechanism stops the flow of water from the first water area to the second water area in the emergency, when the water level detected by the water level detection unit rises and reaches a predetermined water level, the opening is closed by setting the door body to the closed state. The water level detection unit detects the water level of the deviated water area in the second water area by detecting the water level of the water introduced into the water storage chamber from the water area deviated from the water area formed by extending the wall surface of the opening divided by the first side wall and the second side wall to the second water area. 如請求項1所述的閘門,其中所述第一側壁、所述第二側壁及所述開口設置於隔斷所述第一水域與所述第二水域的堤體,所述第一側壁自所述堤體向所述第二水域延伸,所述水位檢測部藉由檢測自於所述第二水域中相對於所述第一側壁與所述門體為相反側的水域導入所述儲水室的水的水位,而檢測所述第二水域的水位。 The gate as claimed in claim 1, wherein the first side wall, the second side wall and the opening are arranged on a dike separating the first water area and the second water area, the first side wall extends from the dike to the second water area, and the water level detection unit detects the water level of the second water area by detecting the water level introduced into the water storage chamber from a water area on the opposite side of the first side wall and the gate body in the second water area. 如請求項1或請求項2所述的閘門,其中所述門體構成為於將所述開口打開的倒伏狀態與將所述開口關閉的立起狀態之間旋轉,藉由所述門體受到的浮力而自所述倒伏狀態向所述立起狀態旋轉。 A gate as described in claim 1 or claim 2, wherein the gate body is configured to rotate between a lying state in which the opening is opened and an upright state in which the opening is closed, and the gate body rotates from the lying state to the upright state by the buoyancy exerted on the gate body.
TW109135597A 2019-10-25 2020-10-15 Gate TWI842964B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2019194318A JP7329415B2 (en) 2019-10-25 2019-10-25 Gate
JP2019-194318 2019-10-25

Publications (2)

Publication Number Publication Date
TW202117136A TW202117136A (en) 2021-05-01
TWI842964B true TWI842964B (en) 2024-05-21

Family

ID=75620450

Family Applications (1)

Application Number Title Priority Date Filing Date
TW109135597A TWI842964B (en) 2019-10-25 2020-10-15 Gate

Country Status (3)

Country Link
JP (1) JP7329415B2 (en)
TW (1) TWI842964B (en)
WO (1) WO2021079546A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189232A (en) * 1993-12-25 1995-07-28 Hokoku Kogyo Co Ltd Chain gate device
JPH09195250A (en) * 1996-01-22 1997-07-29 Hokoku Kogyo Co Ltd Flow rate responding gate
TW200510608A (en) * 2003-09-02 2005-03-16 China Engineering Consultants Inc Water system monitoring device and monitoring method thereof
CN104250964A (en) * 2013-06-26 2014-12-31 曾立宇 Induction-type full-automatic electric flood control rolling gate and automatic-locating reinforcing post thereof

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10311018A (en) * 1997-03-12 1998-11-24 Kaisei Kogyo Kk Counter-flow preventive gate
JP2002021052A (en) * 2000-07-11 2002-01-23 Nishida Marine Boiler Co Ltd Upstream and downstream water level adjusting mechanism for automatic water level adjusting gate
US7114879B2 (en) * 2001-07-09 2006-10-03 Henry K. Obermeyer Water control gate and actuator therefore
JP3090081U (en) * 2002-05-17 2002-11-22 金義 上野 Switch for water gate
JP4055057B2 (en) * 2002-08-27 2008-03-05 独立行政法人水資源機構 Downstream water level control device
JP3957212B2 (en) * 2003-11-12 2007-08-15 国土交通省九州地方整備局長 Actuator for rolling gate equipment
JP3150989U (en) * 2009-03-24 2009-06-04 邦義 石川 Water tank with timer
JP5358650B2 (en) * 2011-11-04 2013-12-04 中国電力株式会社 Intake gate control system and intake volume control unit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189232A (en) * 1993-12-25 1995-07-28 Hokoku Kogyo Co Ltd Chain gate device
JPH09195250A (en) * 1996-01-22 1997-07-29 Hokoku Kogyo Co Ltd Flow rate responding gate
TW200510608A (en) * 2003-09-02 2005-03-16 China Engineering Consultants Inc Water system monitoring device and monitoring method thereof
CN104250964A (en) * 2013-06-26 2014-12-31 曾立宇 Induction-type full-automatic electric flood control rolling gate and automatic-locating reinforcing post thereof

Also Published As

Publication number Publication date
JP2021067118A (en) 2021-04-30
TW202117136A (en) 2021-05-01
WO2021079546A1 (en) 2021-04-29
JP7329415B2 (en) 2023-08-18

Similar Documents

Publication Publication Date Title
JP5697695B2 (en) Pull-up type flap in gate
TWI842964B (en) Gate
JP2013096122A (en) Flap gate
JP2013040545A (en) Flap type breakwater
JP2006257841A (en) Tidal wave sluice
JP2015014167A (en) Hydraulic type opening/closing device of tide gate
JP6405006B1 (en) Tsunami and storm surge flap gates
US2763940A (en) Stationary sand dredger
WO2019131212A1 (en) Hydraulic control device
JP2006124910A (en) Tsunami protection breakwater
JP6101574B2 (en) Underground drainage station and operation method thereof
JP3913729B2 (en) Siphon type automatic lodging device
JP5672559B2 (en) Hydraulic control circuit for undulating automatic gate equipment
JP2000045255A (en) Openable apparatus of flap gate
JP6431401B2 (en) Tsunami run-up prevention gate to river
JP6033711B2 (en) Undulating gate breakwater
RU2593265C1 (en) Borehole inter-pool gate
JP3894369B2 (en) Monitoring system for floating undulating gate equipment with actuator
JP6138522B2 (en) Undulating gate breakwater
JP4675089B2 (en) Automatic detection device of gate water level rise using air pressure
JP2014001498A (en) Gate device
JP6894609B2 (en) Floating and sinking fences and floating and sinking fence systems
Hekal et al. A Substitute Technology for the Currently Applied Bridge-Like Water Intake along the River Nile in Egypt
JP2620531B2 (en) Up and down weir made of flexible membrane
KR101305921B1 (en) Automatic throw-down apparatus for rise gate