CN206706712U - A kind of split type net cage for intercepting floating object - Google Patents

A kind of split type net cage for intercepting floating object Download PDF

Info

Publication number
CN206706712U
CN206706712U CN201720342225.4U CN201720342225U CN206706712U CN 206706712 U CN206706712 U CN 206706712U CN 201720342225 U CN201720342225 U CN 201720342225U CN 206706712 U CN206706712 U CN 206706712U
Authority
CN
China
Prior art keywords
floating objects
net
cage
intercepting
net cage
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN201720342225.4U
Other languages
Chinese (zh)
Inventor
陈和春
向晨光
王继保
杨盼
宋基权
陈艳超
夏伟
董瑞瑞
李光浩
胡旭
吴欢
申其明
程鑫
程一鑫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Three Gorges University CTGU
Original Assignee
China Three Gorges University CTGU
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 China Three Gorges University CTGU filed Critical China Three Gorges University CTGU
Priority to CN201720342225.4U priority Critical patent/CN206706712U/en
Application granted granted Critical
Publication of CN206706712U publication Critical patent/CN206706712U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

一种拦截漂浮物的分体式网箱,包括拦网,拦网通过支撑框架制成三面网状结构,网状结构内设有导流板,网状结构前端两侧设有导流连接网板,导流连接网板紧靠河道内壁。本实用新型提供的一种拦截漂浮物的分体式网箱,通过三面网状结构既有防止漂浮物扩散的作用,又有“堵而不死”的特点,不会堵塞河渠,使渠道基本保持畅通,对于我国的漂浮物的治理有着重要的现实意义。

A split-type net cage for intercepting floating objects, including nets, the nets are made into a three-sided net structure through a supporting frame, deflectors are arranged inside the net structure, and diversion connecting net plates are arranged on both sides of the front end of the net structure, and the guides The flow connection mesh plate is close to the inner wall of the channel. The utility model provides a split-type net cage for intercepting floating objects, which not only prevents floating objects from spreading through the three-sided mesh structure, but also has the characteristics of "blocking but not dead", which will not block the river canal and keep the canal basically unblocked , has important practical significance for the governance of floating objects in our country.

Description

一种拦截漂浮物的分体式网箱A split net cage for intercepting floating objects

技术领域technical field

本实用新型涉及河道垃圾清理领域,尤其是一种电站引水渠拦截漂浮物的分体式网箱。The utility model relates to the field of river course garbage cleaning, in particular to a split net cage for intercepting floating objects in a water diversion channel of a power station.

背景技术Background technique

现阶段治理漂浮物的措施,归纳起来主要有以下几类。The current measures to control floating objects can be summarized into the following categories.

1、拦漂:即在引水渠适当位置设置拦漂浮排,这是拦截漂浮物的第一道防线。在平静水域,为防止漂浮物进入上游引航道采用围栏拦截漂浮物。设在电站进水口的拦污栅是最后一道防线,拦污栅拦截漂浮物后利用坝顶清污机械清漂;1. Block floating: that is to set up blocking floating row at the appropriate position of the diversion channel, which is the first line of defense to intercept floating objects. In calm waters, fences are used to intercept floating objects to prevent floating objects from entering the upstream approach channel. The trash rack installed at the water inlet of the power station is the last line of defense. After the trash rack intercepts the floating debris, it is cleaned by the dam crest cleaning machine;

2、排漂:即利用枢纽泄建筑物排泄漂浮物。溢流式电站汛期利用溢流堰排漂,非溢流电站是在靠近厂房设置排漂孔排放漂浮物。有的工程直接开启泄洪闸排漂,近些年有些工程为了减少排漂弃水量采用带舌瓣组合闸门排漂;2. Float discharge: use the hub to drain the building to discharge floating objects. The overflow type power station uses the overflow weir to drain the drift during the flood season, and the non-overflow power station sets the drift hole near the powerhouse to discharge the float. Some projects directly open the floodgates to discharge drifts. In recent years, some projects have adopted combined gates with tongue flaps to discharge drifts in order to reduce the amount of drifting water;

3、清漂:即利用机械和人工直接打捞漂浮物。为及时清理附着在拦污栅上的漂浮物,工程须配置合适的清污机,当漂浮物大量聚集后需要使用人力或船只紧急清漂。3. Drift cleaning: that is to directly salvage floating objects by means of machinery and manual work. In order to clean up the floating debris attached to the trash rack in time, the project must be equipped with a suitable cleaning machine. When a large amount of floating debris accumulates, it is necessary to use manpower or boats for emergency cleaning.

然而,从目前的情况来看,在实际运行中以上防漂措施仍存在有待发展完善的地方,主要有以下这些问题:However, judging from the current situation, the above anti-drifting measures still need to be developed and improved in actual operation, mainly including the following problems:

1、拦漂排漂造成漂浮物聚集,导漂作用不明显。漂浮物聚集后有些自然下沉,在引流作用下同样会堵塞拦污栅;聚集的漂浮物在引流、风力等作用下挤压拦漂排,可能会损坏拦漂排;在水流、风、波浪等因素的作用下,漂浮物容易越过拦漂排;在拦漂排前清理漂浮物会导致漂浮物泄漏,清漂工作存在安全隐患,难以确保工程安全运行。1. Blocking and discharging floats cause floating objects to gather, and the drift guiding effect is not obvious. After the floating objects gather, they sink naturally, and they will also block the trash rack under the action of drainage; the accumulated floating objects squeeze the floating block under the action of drainage, wind, etc., which may damage the floating block; Under the action of other factors, the floating objects are easy to cross the floating block; cleaning up the floating objects before the floating block will cause the floating objects to leak.

2、河道漂浮物多暴发在雨洪期,受水流、气候、夜晚等多种因素限制,简单的人力清漂难以保持长期稳定的治漂效果,也存在不安全隐患。在坝顶拦污栅前清污受到场地、清理能力等多种条件限制,清漂能力不足。2. Most of the floating objects in rivers occur during the rain and flood period. Due to the limitation of various factors such as water flow, climate, and night, simple manual cleaning is difficult to maintain long-term and stable drift control effects, and there are also hidden dangers. The cleaning before the trash rack on the crest of the dam is limited by various conditions such as the site and cleaning capacity, and the cleaning and drifting capacity is insufficient.

3、漂浮物运移、聚集形态与工程运行工况相关,电站前引水渠内漂浮物聚集部位经常变化,利用固定建筑物泄流排漂对漂浮物直接吸引范围有限。排漂孔运行受坝前水位影响,孔口被淹没后排漂效率更低。3. The migration and accumulation forms of floating objects are related to the operating conditions of the project. The location where the floating objects gather in the diversion channel in front of the power station changes frequently, and the direct attraction of floating objects by the drainage of fixed buildings is limited. The operation of the drift hole is affected by the water level in front of the dam, and the drift efficiency is lower after the orifice is submerged.

发明内容Contents of the invention

本实用新型所要解决的技术问题是提供一种拦截漂浮物的分体式网箱, 安装简易,运行方便,可大大提高工程效率,改善水面环境。The technical problem to be solved by the utility model is to provide a split-type net cage for intercepting floating objects, which is easy to install and easy to operate, can greatly improve engineering efficiency and improve the water surface environment.

为解决上述技术问题,本实用新型所采用的技术方案是:In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is:

一种拦截漂浮物的分体式网箱,包括拦网,拦网通过框架制成三面网状拦截结构,三面网状拦截结构内设有导流板,三面网状拦截结构前端两侧设有导流连接网板,导流连接网板紧靠河道内壁。A split-type net cage for intercepting floating objects, including a net, the net is formed into a three-sided mesh interception structure through a frame, a deflector is arranged inside the three-sided mesh interception structure, and diversion connections are provided on both sides of the front end of the three-sided mesh interception structure The mesh plate, the diversion connection mesh plate is close to the inner wall of the river channel.

所述拦网的网孔为5目/cm2The mesh of the blocking net is 5 mesh/cm 2 .

所述导流板与拦网平面的夹角为45度~60度。The included angle between the deflector and the blocking plane is 45 degrees to 60 degrees.

所述三面网状拦截结构由多个支段串联而成,每个支段上设有滑槽,滑槽内选择性插入挡板。The three-sided net-like intercepting structure is formed by connecting multiple branch sections in series, each branch section is provided with a chute, and baffle plates are selectively inserted into the chute.

所述该三面网状拦截结构分多个设置在渠道中。The three-sided mesh intercepting structure is arranged in multiple channels.

本实用新型一种拦截漂浮物的分体式网箱,具有以下技术效果:The utility model is a split-type cage for intercepting floating objects, which has the following technical effects:

1)、由于网箱三面均可过水,网箱被漂浮物堆积堵死后,仍能形成透水区和渗水区,水流仍能通过透水区和渗水区流动,具有“堵而不死”的特点。1) Since the three sides of the net cage can pass through the water, after the net cage is blocked by the accumulation of floating objects, a water permeable area and a seepage area can still be formed, and the water flow can still flow through the water seepage area and the water seepage area, which has the characteristics of "blocking but not dead" .

2)、导流板可以尽量使漂浮物由里向外堆积,达到增加网箱使用时效的目的。这主要是网箱内的导流板起到了调节水流的作用,它使水流在网箱中线的主流方向上更加集中,漂浮物在集中水流的作用下沿中线向网箱里漂移,减小网箱侧壁的堵塞,另外导流板间产生的小漩涡的剪切力大于横向水流所产生的压力时,就会把漂浮物从网箱侧壁上脱离下来,从新随水流向后运动。2) The deflector can make the floating matter accumulate from the inside to the outside as much as possible, so as to increase the service life of the cage. This is mainly because the deflector in the net cage plays a role in regulating the water flow, which makes the water flow more concentrated in the mainstream direction of the center line of the net cage, and the floating objects drift into the net cage along the center line under the action of the concentrated water flow, reducing the net flow. The blockage of the side wall of the cage, and when the shear force of the small vortex generated between the deflectors is greater than the pressure generated by the lateral water flow, the floating objects will be separated from the side wall of the cage and move backward with the water flow.

3)、在河道中设置多个网箱拦截漂浮物,就可分时分段清理网箱,这样就始终能保证渠道中有网箱在拦截漂浮物,而不至于出现漂浮物随水流扩散的现象,同时减少清理工作量,克服清理难度大等缺点。3) Set up multiple net cages in the river to intercept floating objects, and the cages can be cleaned in time and in sections, so that it can always be ensured that there are net cages intercepting floating objects in the channel, so that the floating objects will not spread with the water flow Phenomenon, while reducing the workload of cleaning, to overcome the difficulty of cleaning and other shortcomings.

附图说明Description of drawings

下面结合附图和实施例对本实用新型作进一步说明:Below in conjunction with accompanying drawing and embodiment the utility model is further described:

图1为本实用新型的示意图。Fig. 1 is the schematic diagram of the utility model.

图2为本实用新型俯视布置图。Fig. 2 is a top view layout diagram of the utility model.

图3为本实用新型主视布置图。Fig. 3 is a front layout view of the utility model.

图4为本实用新型拦截漂浮物的俯视图(第一种)。Fig. 4 is a top view (first type) of the utility model for intercepting floating objects.

图5为本实用新型拦截漂浮物的主视图(第一种)。Fig. 5 is a front view (first type) of the utility model for intercepting floating objects.

图6为本实用新型拦截漂浮物的俯视图(第二种)。Fig. 6 is a top view of the utility model for intercepting floating objects (the second type).

图7为本实用新型拦截漂浮物的主视图(第二种)。Fig. 7 is a front view of the utility model for intercepting floating objects (the second type).

图中:拦网1,框架2,导流板3,导流连接网板4,挡板5,水平面6,拦污区域7。In the figure: block 1, frame 2, deflector 3, diversion connection net plate 4, baffle 5, horizontal plane 6, and trash blocking area 7.

具体实施方式detailed description

如图1所示,一种拦截漂浮物的分体式网箱,包括拦网1,拦网1通过框架2制成三面网状拦截结构的网箱本体,三面网状拦截结构为长方体结构,下面、左右两面为金属网,上面沿网箱本体长度方向上固定有多个横向支撑板。为了方便后期吊起除渣,可将网箱本体制成前后两段支段,两段支段串联放入水渠中。每个支段后端滑动设有挡板5,当后段漂浮物过多时,可将挡板5插入到前支段的滑槽内,前支段可实现拦截,后段实现吊起清理。由于渠道较长,为了分时分段清理网箱,可在渠道中设置多个网箱本体,这样就始终能保证渠道中有网箱在拦截漂浮物。另外,网状结构内镜像对称设有导流板3,网状结构前端两侧设有导流连接网板4,导流连接网板4紧靠河道内壁。As shown in Figure 1, a kind of split-type net cage for intercepting floating objects includes a net block 1, and the net net 1 is made into a net cage body with a three-sided mesh interception structure through a frame 2, and the three-sided mesh interception structure is a cuboid structure, and the bottom, left and right The two sides are metal nets, on which a plurality of transverse support plates are fixed along the length direction of the cage body. In order to facilitate the lifting and removal of slag in the later stage, the cage body can be made into two sections at the front and back, and the two sections are connected in series and put into the ditch. Each branch rear end slides and is provided with baffle plate 5, and when there are too many floating objects in the rear section, baffle plate 5 can be inserted in the chute of the front branch section, the front section can realize interception, and the rear section realizes lifting and cleaning. Because the channel is long, in order to clean the net cages in time and by section, multiple net cage bodies can be set in the channel, so that it can always be guaranteed that there are net cages in the channel to intercept the floating objects. In addition, there are deflectors 3 mirror-symmetrically arranged in the mesh structure, and diversion connecting mesh panels 4 are arranged on both sides of the front end of the mesh structure, and the diversion connecting mesh panels 4 are close to the inner wall of the channel.

如图2-3所示,网箱长度依据渠道确定,通常情况布置1个分体式网箱,总长为15~20m为宜。网箱宽度与河道宽度之比为(0.8~0.9):1,网箱的高度一般高于水深。网箱的拦网面积与闸孔过流面积之比为(7~20):1,一般以不影响过流能力为宜。拦截漂浮物的拦网1的孔径一般为5目/cm2。在网箱长度方向上加有横向金属板支撑,用螺钉固定在框架2上,以防止网箱承受载体而发生变形。网箱前的连接段的宽度为网箱外侧与渠道间距的1.4~1.5倍,高度与网箱高度一致,张开的角度一般在45°左右,连接段前段紧靠渠道内壁。活动挡板的高度和宽度都与网箱的高度和宽度一致。在网箱内两侧分别等距离装置4个长方体金属导流板3,随网箱纵向布置,与与拦网平面的夹角为120度,导流板宽度与河道宽度之比为3.5~4,导流板的间距应尽量在前一块导流板对水流作用影响的末端再装置相邻的后一块导流板。As shown in Figure 2-3, the length of the cage is determined according to the channel. Usually, a split cage is arranged, and the total length is 15-20m. The ratio of the cage width to the river width is (0.8~0.9):1, and the height of the cage is generally higher than the water depth. The ratio of the blocking area of the cage to the flow area of the sluice hole is (7~20): 1, and it is generally appropriate not to affect the flow capacity. The aperture of the screen 1 for intercepting floating objects is generally 5 mesh/cm 2 . A transverse metal plate support is added on the length direction of the net cage, which is fixed on the frame 2 with screws to prevent the net cage from being deformed due to bearing the carrier. The width of the connecting section in front of the cage is 1.4 to 1.5 times the distance between the outside of the cage and the channel, and the height is consistent with the height of the cage. The opening angle is generally about 45°, and the front section of the connecting section is close to the inner wall of the channel. The height and width of movable baffle are all consistent with the height and width of cage. Install 4 cuboid metal deflectors 3 equidistantly on both sides of the net cage, arranged longitudinally with the cage, with an included angle of 120 degrees with the blocking plane, and the ratio of the width of the deflectors to the width of the channel is 3.5-4. The spacing of the deflectors should be as far as possible at the end of the impact of the previous deflector on the water flow, and then the adjacent rear deflector should be installed.

实施例1:Example 1:

如图4-7所示,某工程灌溉流量为0.9m3/s,渠深为1.72m,渠内水深为1.22m,底宽4.5m,边坡为1:2,流速为0.14m/s。根据试验的研究成果,网箱的网孔孔径采取5目/cm2,网箱的高度至少应该在1.22~1.72m范围内,根据现场条件确定网箱的参数,取网箱高1.5m,长15m,与渠底同宽。另外在应用时也可以在网箱的长度方向上将网箱分成几段,并分别在连接处加上横向支撑,这样既可防止网箱发生纵向变形,也可以在清理时分段进行。网箱前进口前同样设导流连接网板,以使水流平顺进入网箱内,防止漂浮物从网箱外扩散,从而能够更有效地拦截漂浮物。As shown in Figure 4-7, the irrigation flow rate of a certain project is 0.9m 3 /s, the canal depth is 1.72m, the water depth in the canal is 1.22m, the bottom width is 4.5m, the side slope is 1:2, and the flow velocity is 0.14m/s . According to the research results of the experiment, the mesh aperture of the cage is 5 mesh/cm 2 , and the height of the cage should be at least within the range of 1.22-1.72m. The parameters of the cage are determined according to the site conditions. 15m, the same width as the bottom of the canal. In addition, the net cage can be divided into several sections along the length direction of the net cage during application, and horizontal support can be added at the joints respectively, so as to prevent longitudinal deformation of the net cage, and can also be carried out in sections during cleaning. Before the entrance of the net cage, there is also a diversion connecting net plate, so that the water flow can enter the net cage smoothly, and prevent the floating matter from diffusing from the outside of the net cage, so that the floating matter can be intercepted more effectively.

Claims (5)

1.一种拦截漂浮物的分体式网箱,其特征在于:包括拦网(1),拦网(1)通过框架(2)制成三面网状拦截结构,三面网状拦截结构内设有导流板(3),三面网状拦截结构前端两侧设有导流连接网板(4),导流连接网板(4)紧靠河道内壁。1. A split-type net cage for intercepting floating objects, characterized in that: it includes a net block (1), and the net block (1) is made into a three-sided mesh interception structure through a frame (2), and a diversion is provided in the three-sided mesh interception structure The plate (3), the two sides of the front end of the three-sided mesh interception structure are provided with a diversion connection net plate (4), and the diversion connection net plate (4) is close to the inner wall of the river channel. 2.根据权利要求1所述的一种拦截漂浮物的分体式网箱,其特征在于:所述拦网(1)的网孔为5目/cm22 . The split cage for intercepting floating objects according to claim 1 , characterized in that: the mesh of the blocking net ( 1 ) is 5 mesh/cm 2 . 3.根据权利要求1所述的一种拦截漂浮物的分体式网箱,其特征在于:所述导流板(3)与拦网(1)平面的夹角为45度~60度。3. The split-type net cage for intercepting floating objects according to claim 1, characterized in that: the included angle between the deflector (3) and the plane of the net (1) is 45 degrees to 60 degrees. 4.根据权利要求1所述的一种拦截漂浮物的分体式网箱,其特征在于:所述三面网状拦截结构由多个支段串联而成,每个支段上设有滑槽,滑槽内选择性插入挡板(5)。4. A split-type net cage for intercepting floating objects according to claim 1, characterized in that: the three-sided mesh intercepting structure is formed by connecting a plurality of branches in series, each branch is provided with a chute, A baffle (5) is selectively inserted in the chute. 5.根据权利要求1所述的一种拦截漂浮物的分体式网箱,其特征在于:所述该三面网状拦截结构分多个设置在渠道中。5. A split-type net cage for intercepting floating objects according to claim 1, characterized in that: the three-sided mesh intercepting structure is arranged in multiple channels.
CN201720342225.4U 2017-04-01 2017-04-01 A kind of split type net cage for intercepting floating object Expired - Fee Related CN206706712U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720342225.4U CN206706712U (en) 2017-04-01 2017-04-01 A kind of split type net cage for intercepting floating object

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720342225.4U CN206706712U (en) 2017-04-01 2017-04-01 A kind of split type net cage for intercepting floating object

Publications (1)

Publication Number Publication Date
CN206706712U true CN206706712U (en) 2017-12-05

Family

ID=60468596

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720342225.4U Expired - Fee Related CN206706712U (en) 2017-04-01 2017-04-01 A kind of split type net cage for intercepting floating object

Country Status (1)

Country Link
CN (1) CN206706712U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110203979A (en) * 2019-04-19 2019-09-06 成都市排水有限责任公司 A kind of grid waste-blocking position reason system
CN113047234A (en) * 2021-04-06 2021-06-29 山东核电有限公司 Sewage blocking construction method for water intake open channel of nuclear power station
CN113106929A (en) * 2021-03-31 2021-07-13 三峡大学 Multilayer ecological water purification and silt removal dam device and water purification and silt removal method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110203979A (en) * 2019-04-19 2019-09-06 成都市排水有限责任公司 A kind of grid waste-blocking position reason system
CN110203979B (en) * 2019-04-19 2024-07-05 成都市排水有限责任公司 Grid dirt blocking treatment system
CN113106929A (en) * 2021-03-31 2021-07-13 三峡大学 Multilayer ecological water purification and silt removal dam device and water purification and silt removal method
CN113047234A (en) * 2021-04-06 2021-06-29 山东核电有限公司 Sewage blocking construction method for water intake open channel of nuclear power station

Similar Documents

Publication Publication Date Title
Larinier Location of fishways
CN202298575U (en) Water and stone separation system for debris flow
CN108005040A (en) Minisize ecological natural flow station
CN206706712U (en) A kind of split type net cage for intercepting floating object
CN115262436B (en) Domatic mud-rock flow prevention and control device and method
CN105756179A (en) Debris-retaining and backflow-preventing intercepting well with sewage flow controllable
CN109853491B (en) Gate valve pipeline type fish passing facility
CN105064274A (en) Storing and discharging integrated box-type revetment
CN110528475A (en) A water intake system for water conservancy projects
CN204753696U (en) Water intaking structure for mountain channel
CN105863039A (en) Transverse floating residue-intercepting device of intercepting well
CN204959682U (en) Water lowering and waterlogging facility for prevention and control are gushed to regional inland river
CN106702968A (en) Arc type overflow dam capable of automatically washing away sand and reducing siltation and running method of arc type overflow dam
CN211665715U (en) High-low dam and water taking structure
CN212103957U (en) Low-head dam fishway with high silt content and large fluctuation of water head
CN103614986B (en) It a kind of is applicable to the pressure free current inlet method that Tailings Dam drains off floodwaters
RU157640U1 (en) WATER INTAKE STRUCTURE FOR MOUNTAIN RIVERS
CN104963379A (en) Water taking structure for mountainous area river course
CN109853492B (en) Gate valve pipeline type fish passing method
CN209323605U (en) A simple sediment discharge system for river water intake
CN220318445U (en) Mud-rock flow thing combined type barrage structure
CN211772960U (en) Culvert structure for hydraulic engineering
CN215715071U (en) Water intake dam
CN213296605U (en) Drainage device is collected to massif rain flood
CN204356878U (en) A kind of drainage system utilizing green water pump

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171205

Termination date: 20190401