CN211690187U - A novel manger plate dam for hydraulic and hydroelectric engineering - Google Patents
A novel manger plate dam for hydraulic and hydroelectric engineering Download PDFInfo
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- CN211690187U CN211690187U CN202020059905.7U CN202020059905U CN211690187U CN 211690187 U CN211690187 U CN 211690187U CN 202020059905 U CN202020059905 U CN 202020059905U CN 211690187 U CN211690187 U CN 211690187U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract
Description
技术领域technical field
本实用新型涉及挡水坝的技术领域,尤其是涉及一种用于水利水电工程的新型挡水坝。The utility model relates to the technical field of water retaining dams, in particular to a novel retaining dam for water conservancy and hydropower projects.
背景技术Background technique
挡水坝通常应用于农业灌溉、渔业、船闸、海水挡潮、城市河道景观、工程和水电站,是世界领先的活动坝技术,结构科学、不阻水、不怕泥砂淤积、不受漂浮物影响、结构坚固可靠、抗洪水冲击能力强,攻克了传统活动坝型所有缺点,具备传统坝型所有优点。Dams are usually used in agricultural irrigation, fisheries, ship locks, sea water tide blocking, urban river landscapes, engineering and hydropower stations. They are the world's leading movable dam technology. Sturdy and reliable, with strong anti-flood impact ability, it overcomes all the shortcomings of the traditional movable dam type and has all the advantages of the traditional dam type.
目前,公告号为CN208844494U的专利公开了一种用于水利水电工程的挡水坝,涉及挡水坝技术领域,具体为包括坝体,所述坝体的正面从上至下依次开设有第一凹槽和第二凹槽,所述第一凹槽的内部设置有挡水板,所述挡水板的底部固定连接有底板,所述坝体的中部开设有通孔,所述通孔的内部设置有闸门,该一种用于水利水电工程的挡水坝,通过第一凹槽、第二凹槽、挡水板、第一滑道和底板的设置,当水位超过第二凹槽时,水会流进第一凹槽底部,从而形成水压来推动底板往上移动,降低了底板与第一凹槽内壁的摩擦,使底板和挡水板在上升过程中更加顺畅,通过在底板的外表面设置防水圈,有效的避免了底板顶部进水的问题。At present, the patent with the publication number of CN208844494U discloses a water retaining dam for water conservancy and hydropower projects, which relates to the technical field of water retaining dams, and specifically includes a dam body, the front of the dam body is sequentially opened with first grooves from top to bottom and a second groove, the inside of the first groove is provided with a water blocking plate, the bottom of the water blocking plate is fixedly connected with a bottom plate, the middle part of the dam body is provided with a through hole, and the interior of the through hole is provided There is a sluice gate, which is a kind of retaining dam for water conservancy and hydropower projects. Through the setting of the first groove, the second groove, the water retaining plate, the first slideway and the bottom plate, when the water level exceeds the second groove, the water will It flows into the bottom of the first groove, thereby forming water pressure to push the bottom plate to move up, reducing the friction between the bottom plate and the inner wall of the first groove, so that the bottom plate and the water retaining plate can be more smoothly in the process of rising, and the outer surface of the bottom plate can pass through the bottom plate. The waterproof ring is set to effectively avoid the problem of water entering the top of the bottom plate.
上述中的现有技术方案存在以下缺陷:虽然上述挡水坝达到了自动控制挡水板升降的目的,省时省力,但实际应用中,挡水板上升后仍可能受到冲击,从而导致挡水板的挡水高度向下浮动,影响挡水板的挡水效果,因此仍有待进一步的改进。The above-mentioned prior art scheme has the following defects: although the above-mentioned water retaining dam achieves the purpose of automatically controlling the lifting of the water retaining plate, saving time and effort, in practical applications, the water retaining plate may still be impacted after rising, thereby causing the water retaining plate to rise. The height of the water retaining plate floats downward, which affects the water retaining effect of the water retaining plate, so it still needs to be further improved.
实用新型内容Utility model content
针对现有技术存在的不足,本实用新型的目的在于提供一种用于水利水电工程的新型挡水坝,使挡水板上升后不会向下浮动,避免影响挡水板的挡水效果。In view of the deficiencies in the prior art, the purpose of the present invention is to provide a new type of water retaining dam for water conservancy and hydropower projects, so that the water retaining plate will not float downward after rising, so as to avoid affecting the water retaining effect of the water retaining plate.
为实现上述目的,本实用新型提供了如下技术方案:To achieve the above object, the utility model provides the following technical solutions:
一种用于水利水电工程的新型挡水坝,包括位于河床内的地基和坝体,坝体上开设有第一凹槽和第二凹槽,第一凹槽内活动连接有挡水板,第二凹槽的侧壁上开设有与第一凹槽连通的贯通孔,所述挡水板通过抵接结构抵接于坝体上部;所述抵接结构包括抵接板和拉伸弹簧,所述挡水板远离第一凹槽的侧壁上开设有抵接槽,所述抵接板容置于所述抵接槽内,所述拉伸弹簧固定连接于抵接板和抵接槽之间使抵接板穿设于抵接槽外。A new type of water retaining dam for water conservancy and hydropower engineering, comprising a foundation and a dam body located in a river bed, a first groove and a second groove are opened on the dam body, a water retaining plate is movably connected in the first groove, and a second groove is provided on the dam body. The side walls of the two grooves are provided with through holes communicating with the first groove, and the water blocking plate is abutted on the upper part of the dam body through an abutting structure; the abutting structure includes an abutting plate and a tension spring, so An abutting groove is formed on the side wall of the water blocking plate away from the first groove, the abutting plate is accommodated in the abutting groove, and the tension spring is fixedly connected between the abutting plate and the abutting groove. The abutting plate is penetrated outside the abutting groove.
通过采用上述技术方案,当水流从第一凹槽进入第二凹槽使挡水板上升时,抵接板从坝体内脱出,此时容置于抵接槽中的抵接板在拉伸弹簧的弹力作用下穿设出抵接槽,通过抵接板抵接于坝体的上部,使挡水板上升后不会向下浮动,避免影响挡水板的挡水效果。By adopting the above technical solution, when the water flow enters the second groove from the first groove and the water retaining plate rises, the abutting plate is released from the dam body, and the abutting plate accommodated in the abutting groove is in the tension spring. Under the action of the elastic force of the dam, an abutment groove is pierced, and the abutment plate is in contact with the upper part of the dam body, so that the water retaining plate will not float downward after rising, so as to avoid affecting the water retaining effect of the water retaining plate.
本实用新型在一较佳示例中可以进一步配置为:所述抵接板的底部形成有倾斜面,所述倾斜面向下朝向靠近挡水板的一侧倾斜。In a preferred example of the present invention, an inclined surface is formed at the bottom of the abutting plate, and the inclined surface is inclined downward toward the side close to the water blocking plate.
通过采用上述技术方案,抵接板底部的倾斜面可辅助抵接板在挡水板向下运动时的自动复位过程。By adopting the above technical solution, the inclined surface at the bottom of the abutting plate can assist the automatic reset process of the abutting plate when the water blocking plate moves downward.
本实用新型在一较佳示例中可以进一步配置为:所述挡水板通过复位机构复位。In a preferred example of the present invention, it can be further configured that: the water blocking plate is reset by a reset mechanism.
通过采用上述技术方案,复位机构实现挡水板的向下移动和复位。By adopting the above technical solution, the reset mechanism realizes the downward movement and reset of the water blocking plate.
本实用新型在一较佳示例中可以进一步配置为:所述复位机构包括配合块、复位块和驱动电机,所述驱动电机固定于坝体上,所述复位块位于坝体内,所述配合块固定于挡水板的侧壁上且位于抵接板的一侧,驱动电机上固定有驱动轴,所述驱动轴转动连接于复位块上,所述复位块推动配合块复位。In a preferred example of the present invention, the reset mechanism can be further configured as follows: the reset mechanism includes a matching block, a reset block and a driving motor, the driving motor is fixed on the dam body, the reset block is located in the dam body, and the matching block It is fixed on the side wall of the water blocking plate and is located on one side of the abutting plate, and a driving shaft is fixed on the driving motor. The driving shaft is rotatably connected to the reset block, and the reset block pushes the matching block to reset.
通过采用上述技术方案,坝体上的驱动电机控制驱动轴转动,从而带动复位块作升降运动,推动挡水板上的配合板向下移动,从而实现挡水板的复位。By adopting the above technical solution, the drive motor on the dam body controls the rotation of the drive shaft, thereby driving the reset block to move up and down, and pushes the matching plate on the water baffle to move downward, thereby realizing the reset of the water baffle.
本实用新型在一较佳示例中可以进一步配置为:所述复位块的一侧朝向配合块延伸形成有延伸杆,且延伸杆的底部固定有压块,所述压块抵接于配合块。In a preferred example of the present invention, an extension rod is formed on one side of the reset block extending toward the matching block, and a pressing block is fixed on the bottom of the extending rod, and the pressing block abuts against the matching block.
通过采用上述技术方案,通过延伸杆和压块延伸复位块与配合块之间的距离,从而无需较长的驱动轴即可实现配合块的下降复位,使配合块的复位更便捷。By adopting the above technical solution, the distance between the reset block and the matching block is extended by the extension rod and the pressing block, so that the lowering and reset of the matching block can be realized without a long drive shaft, and the reset of the matching block is more convenient.
本实用新型在一较佳示例中可以进一步配置为:所述复位块通过连接结构与驱动轴配合。In a preferred example of the present invention, it can be further configured that: the reset block is matched with the drive shaft through a connection structure.
通过采用上述技术方案,连接结构使驱动轴可驱动复位块稳定升降。By adopting the above technical solution, the connection structure enables the drive shaft to drive the reset block to rise and fall stably.
本实用新型在一较佳示例中可以进一步配置为:所述连接结构包括连接螺纹和配合螺纹,所述连接螺纹形成于驱动轴的侧壁上,所述复位块上形成有供驱动轴插接的穿透孔,所述配合螺纹形成于穿透孔的侧壁上并与连接螺纹配合。In a preferred example of the present invention, it can be further configured as follows: the connecting structure includes a connecting thread and a mating thread, the connecting thread is formed on the side wall of the drive shaft, and the reset block is formed with a connecting thread for the drive shaft to be inserted into. The penetrating hole, the matching thread is formed on the side wall of the penetrating hole and cooperates with the connecting thread.
通过采用上述技术方案,驱动轴侧壁上的连接螺纹与复位块上的配合螺纹配合,当驱动轴转动,复位块相对驱动轴升降。By adopting the above technical solution, the connecting thread on the side wall of the drive shaft cooperates with the matching thread on the reset block, and when the drive shaft rotates, the reset block moves up and down relative to the drive shaft.
本实用新型在一较佳示例中可以进一步配置为:所述坝体内开设有与复位块、延伸杆和压块配合的升降槽并供复位块、延伸杆和压块滑动。In a preferred example of the present invention, it can be further configured that: the dam body is provided with a lifting groove which cooperates with the reset block, the extension rod and the pressing block and allows the reset block, the extending rod and the pressing block to slide.
通过采用上述技术方案,通过升降槽与复位块、延伸杆和压块配合,可为复位块、延伸杆和压块的升降过程起导向作用。By adopting the above technical solution, the lifting groove is matched with the reset block, the extension rod and the pressing block, so that the lifting process of the reset block, the extending rod and the pressing block can be guided.
综上所述,本实用新型包括以下至少一种有益技术效果:To sum up, the present utility model includes at least one of the following beneficial technical effects:
1.当水流从第一凹槽进入第二凹槽使挡水板上升时,抵接板从坝体内脱出,此时容置于抵接槽中的抵接板在拉伸弹簧的弹力作用下穿设出抵接槽,通过抵接板抵接于坝体的上部,使挡水板上升后不会向下浮动,避免影响挡水板的挡水效果;1. When the water flow enters the second groove from the first groove and the water retaining plate rises, the abutting plate is released from the dam body, and the abutting plate accommodated in the abutting groove is under the elastic force of the tension spring. An abutment groove is drilled, and the abutment plate is abutted on the upper part of the dam body, so that the water retaining plate will not float downward after rising, so as to avoid affecting the water retaining effect of the water retaining plate;
2.坝体上的驱动电机控制驱动轴转动,从而带动复位块作升降运动,推动挡水板上的配合板向下移动,从而实现挡水板的复位;2. The drive motor on the dam body controls the rotation of the drive shaft, thereby driving the reset block to move up and down, and pushes the matching plate on the water retaining plate to move downward, thereby realizing the reset of the water retaining plate;
3.通过延伸杆和压块延伸复位块与配合块之间的距离,从而无需较长的驱动轴即可实现配合块的下降复位,使配合块的复位更便捷。3. The distance between the reset block and the matching block is extended by the extension rod and the pressing block, so that the matching block can be lowered and reset without a long drive shaft, which makes the reset of the matching block more convenient.
附图说明Description of drawings
图1是本实施例的结构示意图;Fig. 1 is the structural representation of this embodiment;
图2是本实施例的第一凹槽和第二凹槽连通的局部剖视示意图;2 is a partial cross-sectional schematic diagram of the communication between the first groove and the second groove of the present embodiment;
图3是凸显的本实施例的抵接板和抵接槽配合的局部剖视示意图;FIG. 3 is a partial cross-sectional schematic diagram showing the engagement of the abutment plate and the abutment groove of the present embodiment;
图4是凸显的本实施例的驱动电机和复位块以及压块与配合块配合的局部剖视示意图。FIG. 4 is a schematic partial cross-sectional view of the driving motor and the reset block, and the cooperation between the pressing block and the matching block of the present embodiment.
附图标记:1、地基;2、坝体;21、第一凹槽;22、第二凹槽;23、滑道;24、升降槽;3、挡水板;31、抵接槽;4、抵接结构;41、抵接板;411、倾斜面;42、拉伸弹簧;5、复位机构;51、配合块;52、复位块;521、延伸杆;522、压块;53、驱动电机;531、驱动轴;6、连接结构;61、连接螺纹;62、配合螺纹;7、贯通孔。Reference numerals: 1. foundation; 2. dam body; 21, first groove; 22, second groove; 23, slideway; 24, lifting groove; 3, water retaining plate; 31, abutting groove; 4 , abutting structure; 41, abutting plate; 411, inclined surface; 42, tension spring; 5, reset mechanism; 51, matching block; 52, reset block; 521, extension rod; 522, pressing block; 53, drive Motor; 531, drive shaft; 6, connection structure; 61, connection thread; 62, matching thread; 7, through hole.
具体实施方式Detailed ways
以下结合附图对本实用新型作进一步详细说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.
参照图1和图2,为本实用新型公开的一种用于水利水电工程的新型挡水坝,包括位于河床内的地基1和坝体2,坝体2上开设有第一凹槽21和第二凹槽22,第一凹槽21内活动连接有挡水板3,第二凹槽22的侧壁上开设有与第一凹槽21连通的贯通孔7,当水流进入第一凹槽21,经贯通孔7进入第二凹槽22,使挡水板3向上浮动,起更好的挡水效果。1 and 2, it is a new type of water retaining dam for water conservancy and hydropower projects disclosed by the utility model, including a foundation 1 and a
如图1、3所示,挡水板3通过抵接结构4抵接于坝体2上部;抵接结构4包括抵接板41和拉伸弹簧42,挡水板3远离第一凹槽21的侧壁的左右两端均开设有抵接槽31,且挡水板3侧壁上同一端的抵接槽31沿竖直方向间隔设置,若干抵接板41容置于对应的抵接槽31内,拉伸弹簧42固定连接于抵接板41和抵接槽31之间,在拉伸弹簧42的弹力作用下,抵接板41穿设于抵接槽31外,当挡水板3上移,穿设于抵接槽31外的抵接板41可抵接于坝体2上。As shown in FIGS. 1 and 3 , the
如图3所示,抵接板41远离挡水板3一端的底部形成有倾斜面411,倾斜面411向下朝向靠近挡水板3的一侧倾斜,使挡水板3向下移动复位时,辅助抵接板41收纳于对应的抵接槽31内。As shown in FIG. 3 , an
如图3、4所示,挡水板3通过复位机构5驱动复位。复位机构5包括配合块51、复位块52和驱动电机53,两个驱动电机53固定于坝体2的上方,配合块51固定于挡水板3远离第一凹槽21的侧壁的左右两端的底部并位于抵接板41的下方的一侧,坝体2内开设有供配合块51滑动的滑道23,将配合块51与抵接板41错开设置,可避免配合块51在滑道23中活动时,滑道23为抵接板41穿设于抵接槽31提供空间,从而影响抵接板41在抵接槽31中的稳定容置的问题;复位块52位于坝体2内且位于配合块51的上方,驱动电机53的底部固定有驱动轴531,驱动轴531转动连接于复位块52上,复位块52推动配合块51复位。As shown in FIGS. 3 and 4 , the
如图4所示,复位块52通过连接结构6与驱动轴531配合,连接结构6包括连接螺纹61和配合螺纹62,连接螺纹61形成于驱动轴531的侧壁上,复位块52上形成有供驱动轴531插接的穿透孔,配合螺纹62形成于穿透孔的侧壁上并与连接螺纹61配合,从而使驱动轴531可稳定驱动复位块52的升降。As shown in FIG. 4 , the
如图4所示,复位块52的底部竖直向下延伸形成有延伸杆521,且延伸杆521的底部固定有压块522,压块522抵接于配合块51,通过延伸杆521和压块522延伸复位块52与配合块51之间的距离,从而无需较长的驱动轴531即可实现配合块51的下降复位,使配合块51的复位更便捷;坝体2内开设有与复位块52、延伸杆521和压块522配合的升降槽24,且升降槽24与滑道23连通,通过升降槽24与复位块52、延伸杆521和压块522配合,可为复位块52、延伸杆521和压块522的升降过程起导向作用,避免复位块52和驱动轴531同步转动。As shown in FIG. 4 , the bottom of the
本实施例的实施原理为:The implementation principle of this embodiment is:
当水流推动挡水板3向上移动,抵接板41穿设出对应的抵接槽31并抵接于坝体2的上部,避免挡水板3向下浮动。需要使挡水板3复位时,启动驱动电机53,使驱动轴531转动,带动复位块52和压块522向下运动,压块522抵接于配合块51,在倾斜面411的辅助下抵接板41随着挡水板3的下降重新容置于对应的抵接槽31内,从而使挡水板3便捷快速复位。When the water flow pushes the
本具体实施方式的实施例均为本实用新型的较佳实施例,并非依此限制本实用新型的保护范围,故:凡依本实用新型的结构、形状、原理所做的等效变化,均应涵盖于本实用新型的保护范围之内。The embodiments of this specific embodiment are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention, therefore: all equivalent changes made according to the structure, shape and principle of the present invention are It should be covered within the protection scope of the present invention.
Claims (8)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020059905.7U CN211690187U (en) | 2020-01-11 | 2020-01-11 | A novel manger plate dam for hydraulic and hydroelectric engineering |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020059905.7U CN211690187U (en) | 2020-01-11 | 2020-01-11 | A novel manger plate dam for hydraulic and hydroelectric engineering |
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| CN211690187U true CN211690187U (en) | 2020-10-16 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900356A (en) * | 2021-04-10 | 2021-06-04 | 河北工程大学 | Ecological arc floating wave wall of precast concrete |
| CN113152371A (en) * | 2021-04-23 | 2021-07-23 | 四川鑫博大园林工程有限公司 | Hydraulic engineering vertical water stop structure and construction method thereof |
| CN113481934A (en) * | 2021-06-25 | 2021-10-08 | 乐清市大禹水利水电工程有限公司 | Hydraulic engineering vertical water stop structure and construction method thereof |
-
2020
- 2020-01-11 CN CN202020059905.7U patent/CN211690187U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900356A (en) * | 2021-04-10 | 2021-06-04 | 河北工程大学 | Ecological arc floating wave wall of precast concrete |
| CN113152371A (en) * | 2021-04-23 | 2021-07-23 | 四川鑫博大园林工程有限公司 | Hydraulic engineering vertical water stop structure and construction method thereof |
| CN113152371B (en) * | 2021-04-23 | 2022-12-27 | 四川鑫博大园林工程有限公司 | Hydraulic engineering vertical water stop structure and construction method thereof |
| CN113481934A (en) * | 2021-06-25 | 2021-10-08 | 乐清市大禹水利水电工程有限公司 | Hydraulic engineering vertical water stop structure and construction method thereof |
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Effective date of registration: 20250424 Address after: Shop No. 109, Building 28, Fudi Phase III, Ningzhou Second Road, Xinning Town, Ning County, Qingyang City, Gansu Province 745000 Patentee after: Gansu Zhengxin Engineering Construction Co.,Ltd. Country or region after: China Address before: 410000 room 1512, building 4, Yuhua Mingyuan, No. 88, Yuhua Road, Yuhua District, Changsha City, Hunan Province Patentee before: Hunan CITIC Hydropower Construction Co.,Ltd. Country or region before: China |
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