子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 41 | 一种船闸安全绳索系统及控制方法 | CN201410845740.5 | 2014-12-31 | CN104594322A | 2015-05-06 | 孔俊; 翟秋 |
| 本发明涉及一种船闸安全绳索系统，包括PLC指令控制模块、水位测量模块、船闸视频监控模块、气囊移动运输装置、气囊本体、气囊充放气管、气囊压力感应装置、闸壁吸附装置、充放气分析控制装置、第一充放气装置和电源；闸壁吸附装置和气囊压力感应装置设置在气囊本体的表面上；第一充放气装置经气囊充放气管与气囊本体相连接，为气囊本体进行充气或放气，气囊本体设置在气囊移动运输装置上；本发明还涉及船闸安全绳索系统控制方法，上述船闸安全绳索系统及控制方法，针对现有已建船闸进行设计，针对船闸脱缆，能够有效防止船闸闸门受到船舶撞击，不仅能够保证船闸闸门运行的安全，而且能有效保护过闸船舶及船员生命和财产安全。 | ||||||
| 42 | 过鱼式船闸及过鱼方法 | CN201410788580.5 | 2014-12-17 | CN104594320A | 2015-05-06 | 钮新强; 童迪; 朱世洪; 宋志忠; 吴俊东; 蒋筱民 |
| 本发明公开了过鱼式船闸及过鱼方法，包括：入口端在上游引航道中，出口端在下游引航道中的集鱼补水廊道系统；入口端在上游引航道中，出口端在船闸闸室中的诱鱼补水廊道系统；入口端在上游引航道中，出口端在上闸首帷墙的上闸首补水廊道系统；包括拦鱼电栅和拦鱼网的拦鱼系统。在通航河流已建拦河工程的船闸和新建拦河工程的船闸上，采用本过鱼式船闸，可大大节省修建过鱼设施的工程投资，同保证河道的生态平衡。 | ||||||
| 43 | 鱼道与船闸相结合的过鱼设施及方法 | CN201410685677.3 | 2014-11-25 | CN104480914A | 2015-04-01 | 刘锐 |
| 本发明公开了一种鱼道与船闸相结合的过鱼设施及方法，涉及一种用于解决洄游鱼类通过拦河建筑物上溯的设施及方法。它包括入口端设置在大坝下游河道中的诱鱼梯道，为内部设有低堰整体向上游方向倾斜向船闸闸室方向延伸的斜坡型通道；诱鱼梯道的出口端连接集鱼池；集鱼池通过连接渠道和转移池相连接；转移池内设置有引水支管；转移池被横向隔墙隔成主转移池和副转移池；横向隔墙内有下游闸门；船闸闸室的侧墙中开有流水通道连通转移池和船闸闸室；该流水通道上安装有上游闸门。本发明将鱼道和船闸结合，将鱼道的上游端设置在船闸闸室内，利用船闸来克服大坝上下游水头，实现洄游鱼群过坝；能够明显减少鱼道工程的长度，从而降低投资成本。 | ||||||
| 44 | 预防闸室墙身裂缝的后张预应力加固方法 | CN201410442011.5 | 2014-09-02 | CN104264725A | 2015-01-07 | 杭永山; 王轩; 王仙美; 苏超; 赵世航; 沈旭鸿 |
| 本发明公开了一种预防闸室墙身裂缝的后张预应力加固方法，适用于船闸工程或一般水工构筑物。本发明在船闸闸室墙下部倒角部位及其邻近墙身处设置预应力束，待混凝土浇筑养护≥7天后，采用后张预应力方式对闸墙进行加固，预应力张拉采用二次张拉方式和先靠临土面侧、后临闸室侧的张拉顺序，在保证施工和易性的前提下，以提高了闸室墙身结构的整体性。本发明在闸墙倒角和墙身处后张预应力法的应用，解决了船闸工程中闸墙裂缝这一常见病害，避免了倒角裂缝对墙身耐久性的影响，是一种技术科学、经济节约、环境友好的闸墙加固方法。 | ||||||
| 45 | 用于船闸人字门顶升的导向装置 | CN201410506419.4 | 2014-09-28 | CN104264649A | 2015-01-07 | 田劲松 |
| 本发明公开了一种用于船闸人字门顶升的导向装置，包括底座和导向轴，底座连接于闸墙上、且位于人字门顶枢与闸墙的连接处，导向轴穿过顶枢后与底座紧固连接，顶升人字门时，顶枢和门叶沿导向轴作竖直运动。该导向装置具有结构简单、操作方便、可有效防止人字门产生水平位移的优点。 | ||||||
| 46 | Air-lift type lock gate | JP23987389 | 1989-09-18 | JPH03103525A | 1991-04-30 | OMACHI TOSHIKATSU |
| PURPOSE: To greatly save the water consumption by providing air-chambers capable of expansion to the lower parts of a plurality of lock rooms provided between lower stage and upper stage waterways, and connecting the air- chambers each other with suction and exhaust pipes to form an air-lift lock gate. CONSTITUTION: An air-lift type lock gate is constituted of lock rooms 5, 7 and 9 of upper, middle and lower stages, and it is formed between a lower stage waterway 1 and an upper stage waterway 3. Air-chambers 21, 23 and 25 capable of expansion connecting with exhaust pipes 27, 29 and 31 are provided to the lower part of each of the lock rooms. In addition, opening and closing valves 33, 35 and 37 are respectively provided to the exhaust pipes 27, 29 and 31. Then, after a ship K in the lower stage waterway 1 is led into the lock room 5 by opening a gate 13 of the lower stage lock room 5, the opening and closing valve 33 is opened to send air from the exhaust pipe 27, the air chamber 21 is expanded to raise a horizontal plane, and simultaneously the horizontal surface of lock room 7 is lowered to move the ship K. According to the constitution, the water consumption can be greatly saved. COPYRIGHT: (C)1991,JPO&Japio | ||||||
| 47 | JPH042126B2 - | JP23987389 | 1989-09-18 | JPH042126B2 | 1992-01-16 | |
| A lock using lock chambers and lock gates capable of reducing the water consumption in the operations of raising or lowering the boat passing through the lock from one level to another. The lock includes flexible air chambers capable of being inflated with air, located on bases of the lock chambers which are connected by a pipe equipped with a valve for controlling a flow of air between the air chambers. | ||||||
| 48 | Method of floating and moving construction | JP5706475 | 1975-05-13 | JPS51132609A | 1976-11-17 | YOSHIDA TOSHIO |
| A large, heavy built structure is moved safely and rapidly from a first position to a second position both on a common ground surface by installing on the ground surface a temporary water-retaining wall enclosure surrounding commonly the built structure at the first position and the second position, supplying water into the enclosure thereby to raise the structure by flotation off the ground surface, applying force to move the structure in the raised state to a position immediately above the second position, and draining the water out of the enclosure thereby to cause the structure to descend onto the second position. A buoyant built structure is floated as it is, while a non-buoyant structure is provided with floats. A structure which must not be wetted is built beforehand in a tray-like vessel of sufficient buoyancy. | ||||||
| 49 | Concrete sluice | JP14642882 | 1982-08-24 | JPS5938409A | 1984-03-02 | FUJIO KOUICHIROU |
| PURPOSE:To easily assemble a floor slab, weir pillars, connecting beams, and weir walls, each being made of precast concrete, on site. CONSTITUTION:A sluice consists of a floor slab 1, paired weir pillars 2, connecting beams 3, and retaining walls 4, each being made of precast concrete. The floor slab 1 consists of an upstream river bed 1A and a downstream river bed 1B. Coupling grooves 5 to be coupled with the side edges of a gate door are formed in the weir pillars 2 which are connected to the floor slab 1 with steel bars 6. The connecting beams 3 are laid between the upper ends of the weir pillars 2 and connected with the weir pillars 2 with steel bars 7, and the retaining walls 4 are connected with the weir pillars 2 by clamping metals, e.g., bolts, etc. The floor slab 1, the weir pillars 2, the connecting beams 3, and the retaining walls 4 are produced in a factory and assembled on site. | ||||||
| 50 | JPS4910479B1 - | JP10493569 | 1969-12-27 | JPS4910479B1 | 1974-03-11 | |
| 1314740 Dry docks NIPPON KOKAN KK 29 Dec 1970 [27 Dec 1969] 61408/70 Heading B7S Two basins 1 of a dry dock are connected by tunnels 5 so that equipment can be moved within the basins without the use of a crane for lifting it over the dividing wall 3. The tunnels can also be used to store equipment. The basins and tunnels have watertight gates 2 and 6. When one basin is to be emptied and the other is to be filled, the tunnels may be used to equalize the water levels in the basins before draining and flooding proper are commenced. Water gates may divide one or both basins into compartments to be used for the building of ship sections. In another arrangement, Figs. 3 and 4 (not shown), each basin has a sea gate at one end only. | ||||||
| 51 | Dispositif de manoeuvre de mécanismes associés aux écluses et de régulation de flux de rivières | EP03362014.7 | 2003-08-13 | EP1389653B1 | 2007-05-02 | Nomballais, Jean-Jacques |
| 52 | Dispositif de manoeuvre de mécanismes associés aux écluses et de régulation de flux de rivières | EP03362014.7 | 2003-08-13 | EP1389653A1 | 2004-02-18 | Nomballais, Jean-Jacques |
L'objet de l'invention est un dispositif de manoeuvre de mécanismes associés à des écluses, tels que des vantaux et vantelles d'écluses et/ou des seuils de niveaux, grâce à des vérins hydrauliques (22,24), double effet, alimentés par des conduits, souples ou rigides, caractérisé en ce qu'il comprend un caisson (20) indépendant mécaniquement du vérin ou des vérins, contenant au moins une pompe hydraulique à motorisation électrique, un bloc foré hydraulique et une centrale de pilotage et d'alimentation, du fluide hydraulique étant contenu dans ledit caisson, la pompe avec sa motorisation électrique, le distributeur et la centrale étant immergés dans ce fluide hydraulique |
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| 53 | Selbstreinigungseinrichtung für Schleusentoranlagen | EP97118580.6 | 1997-10-25 | EP0839963A3 | 1998-09-30 | Dirla, Manfred; Kleu, Alfred; Reinert, Patrick |
Schleusentoranlagen in Schleusenkammern als Wasserbauwerke wurden bislang mit aufwendigen manuellen Verfahren sedimentations- und eisfrei gehalten. Die Erfindung betrifft eine Selbstreinigungseinrichtung für Schleusentoranlagen sowie ein Verfahren zur kontinuierlichen Reinigung von Schleusentoranlagen oder dergleichen beweglichen Einbauteilen in Schleusenkammern. Erfindungsgemäß ist vorgesehen, daß mittels einer an sich bekannten Strömungsmaschine (7) eine gerichtete Wasserströmung erzeugt wird, die die Verschiebe- oder Verschwenkbereiche (4) wenigstens eines Schleusentors (1) frei von Sedimentationen und Eis hält. |
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| 54 | COMPLEX OCEAN POWER SYSTEM COMBINING SLUICE POWER AND OCEAN CURRENT POWER | EP08753219 | 2008-04-29 | EP2268916A4 | 2012-09-19 | JANG JAE WON; JANG SEUNG WON; JANG KYUNG SOO; LEE JUNG EUN |
| There is provided with a complex ocean power system combining ocean current power generation for generating electricity by forming a plurality of ocean current generators in front and rear of sluice structures of tidal power dams and sluice power generation for generating electricity by forming a plurality of ocean current generators in sluice conduits of the sluice structures, comprising: constructing barrages, which cross over the sea, to make up a lake; installing sluice structures of tidal power dams between the barrages 10 to generate electricity by changing a potential energy difference between seawaters caused by tides and ebbs to kinetic energy; installing ocean current generators in front and rear of the sluice structures and in the sluice conduits of the sluice structures to generate electricity by rotating turbine blades using the flow of the incoming seawater from a sea side into a lake side during flood tide and the flow of the seawater discharged from the lake side into the sea side during ebb tide; and installing sluice gates in the sluice structures 102, 210 to close and open the sluice conduits during flood tide and ebb tide. | ||||||
| 55 | COMPLEX OCEAN POWER SYSTEM COMBINING SLUICE POWER AND OCEAN CURRENT POWER | EP08753219.8 | 2008-04-29 | EP2268916A1 | 2011-01-05 | JANG, Jae Won; JANG, Seung Won; JANG, Kyung Soo; Lee, Jung Eun |
| There is provided with a complex ocean power system combining ocean current power generation for generating electricity by forming a plurality of ocean current generators in front and rear of sluice structures of tidal power dams and sluice power generation for generating electricity by forming a plurality of ocean current generators in sluice conduits of the sluice structures, comprising: constructing barrages, which cross over the sea, to make up a lake; installing sluice structures of tidal power dams between the barrages 10 to generate electricity by changing a potential energy difference between seawaters caused by tides and ebbs to kinetic energy; installing ocean current generators in front and rear of the sluice structures and in the sluice conduits of the sluice structures to generate electricity by rotating turbine blades using the flow of the incoming seawater from a sea side into a lake side during flood tide and the flow of the seawater discharged from the lake side into the sea side during ebb tide; and installing sluice gates in the sluice structures 102, 210 to close and open the sluice conduits during flood tide and ebb tide. | ||||||
| 56 | OUVRAGE ET PROCEDE DE FRANCHISSEMENT DE DENIVELLATION, ET CANAL DE NAVIGATION | EP98908145.0 | 1998-02-06 | EP1053371A1 | 2000-11-22 | Deplaix, Jean-Marc |
| The invention concerns a structure for crossing a head drop on a waterway, comprising a succession of at least three substantially horizontal head races (41, 42, 43), separated by gates (31) mobile between an open position and a closed position. The invention also concerns a method for crossing a head drop, which consists in successively controlling the structure gates (31) so as to enable the water in two adjacent head races to be at the same level. Finally the invention concerns a navigation canal with vertical walls comprising a structure for head race crossing. | ||||||
| 57 | Selbstreinigungseinrichtung für Schleusentoranlagen | EP97118580.6 | 1997-10-25 | EP0839963A2 | 1998-05-06 | Dirla, Manfred; Kleu, Alfred; Reinert, Patrick |
Schleusentoranlagen in Schleusenkammern als Wasserbauwerke wurden bislang mit aufwendigen manuellen Verfahren sedimentations- und eisfrei gehalten. Die Erfindung betrifft eine Selbstreinigungseinrichtung für Schleusentoranlagen sowie ein Verfahren zur kontinuierlichen Reinigung von Schleusentoranlagen oder dergleichen beweglichen Einbauteilen in Schleusenkammern. Erfindungsgemäß ist vorgesehen, daß mittels einer an sich bekannten Strömungsmaschine (7) eine gerichtete Wasserströmung erzeugt wird, die die Verschiebe- oder Verschwenkbereiche (4) wenigstens eines Schleusentors (1) frei von Sedimentationen und Eis hält. |
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| 58 | 드라이 도크용 게이트 | KR2020130004811 | 2013-06-14 | KR2020140006399U | 2014-12-24 | 최정호 |
| 본고안은드라이도크용게이트에관한것으로서, 드라이도크를차단또는개방하는게이트에있어서, 소정의크기를가지는전면부와; 상기전면부의양측에각각장착되고끝단이드라이도크에고정되는측면부와; 상기전면부와측면부의하부에장착되는바닥부;를포함하여이루어진것을특징으로한다. 본고안에따르면, 선박의건조시사용되는도크를차단또는개방하는게이트를변경하여도크의길이보다긴 선박도건조할수 있을뿐만아니라작업장을확대할수 있어작업효율을향상시킬수 있는효과가있다. | ||||||
| 59 | Method and equipment for maintaining ice-free locks | US866066 | 1992-04-09 | US5232309A | 1993-08-03 | Esko Pontynen |
| The method and equipment for keeping locks free of ice utilizes the natural energy resources of the waterway itself. Gravity is utilized to conduct warm water from the depths of the upper waterway via a pipe (1) into the lock where it is distributed by a network of pipes punctuated with holes (3) along the lock floor and around the lock gates. Cooled water is discharged through outlets (6) located in the lower lock gates or lock wall just below the level of the upper waterway. Warm water can effectively be brought to the surface by the use of compressed air conducted to the lock floor either through a special network of pipes or through the existing system (3). The piping may be laid on or under the lock floor. Heatloss can be reduced by insulating the sides of the lock and by fitting the lock with a cover the underside of which is coated with a heat-reflecting material. All the necessary equipment for maintaining an ice-free lock can be installed in both already existing and new locks, thus facilitating inland navigation all year round. | ||||||
| 60 | Means for power, navigation, and flood control | US14881437 | 1937-06-17 | US2161529A | 1939-06-06 | POWERS WILBUR F |
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