CN207130674U - A kind of active blocking dam - Google Patents
A kind of active blocking dam Download PDFInfo
- Publication number
- CN207130674U CN207130674U CN201720740765.8U CN201720740765U CN207130674U CN 207130674 U CN207130674 U CN 207130674U CN 201720740765 U CN201720740765 U CN 201720740765U CN 207130674 U CN207130674 U CN 207130674U
- Authority
- CN
- China
- Prior art keywords
- lever
- checkdam
- blocking dam
- active blocking
- floor
- 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.)
- Active
Links
Classifications
-
- 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
Landscapes
- Revetment (AREA)
Abstract
The utility model provides a kind of active blocking dam, it is arranged side by side and is formed by least one checkdam unit, checkdam unit includes gate floor, the bottom support bracket on gate floor, be hinged axle sleeve, checkdam panel, hydraulic jack and drag link mechanism on bottom support bracket;Drag link mechanism includes two rotatable lamellas be arrangeding in parallel, by the first lever clamped by two rotatable lamellas, the second lever and the 3rd lever, and two compensation linkages for connecting rotatable lamella and bottom support bracket respectively, by adjusting the longitudinal length of compensation linkage, it is finely adjusted with the angle to checkdam panel and horizontal plane.In the utility model, by the compensation linkage for setting adjustable longitudinal length, realize minimum angles during to maximum angle of the checkdam unit when lifting and lodging to be adjusted, solve the problems, such as that active blocking dam leak occurs caused by out-of-flatness existing for base foundation in checkdam unit sidepiece and bottom.
Description
Technical field
It the utility model is related to water conservancy projects technical field, more particularly to a kind of active blocking dam.
Background technology
Active blocking dam, which is provided in river course, is used for lifting water level and a kind of water conservancy projects of water storage, to adjust river
All multiactions such as landscape are irrigated and formed in the water level of upstream and downstream, flood control in road.Active blocking dam is generally by multiple checkdam lists
Member, which is arranged side by side, to be formed, and sets bottom waterstop mechanism and sidepiece Water stop mechanism respectively in the sidepiece of checkdam unit and bottom,
To prevent water from being leaked from the stitching portion of checkdam unit sidepiece and bottom.
The advance casting concrete basis in riverbed or river course is needed when installing checkdam unit, and gate floor is pacified
In concrete foundation, and checkdam unit is finally installed.However, because concrete foundation is not likely to form absolutely in construction
To horizontal plane, therefore the multiple checkdam units being arranged side by side can not definitely keep synchronous when lifting or lodging.It is this
The presence of phenomenon causes also can not effectively prevent water from the side of two adjacent checkdam units even if sidepiece Water stop mechanism being present
Portion and bottom go out to leak, so as to cause the water storage effect of active blocking dam that ultimately forms bad.
In view of this, it is necessary to active blocking dam of the prior art is improved, to solve the above problems.
Utility model content
The purpose of this utility model is to disclose a kind of active blocking dam, to overcome active blocking of the prior art
In checkdam unit sidepiece and bottom caused by out-of-flatness existing for base foundation there is the problem of leak in dam, to carry
The water storage effect of high active blocking dam;On the other hand, in order to realize to maximum angle of the checkdam unit when lifting and fall
Minimum angles during volt are adjusted, to realize the flexible modulation to the active blocking dam reservoir storage.
To achieve the above object, the utility model provides a kind of active blocking dam, by least one checkdam unit
It is arranged side by side and forms, wherein, the checkdam unit includes:Gate floor, the bottom support bracket on gate floor, the bottom of installed in
Be hinged axle sleeve, checkdam panel, hydraulic jack and drag link mechanism on portion's bearing;
The bottom of the checkdam panel is provided with the rotary shaft through hinge axle sleeve, and the checkdam panel is with hydraulic jack
The elongation of push rod to realize lift or lodge with shortening to rotate around rotary shaft;
The drag link mechanism includes two rotatable lamellas be arrangeding in parallel, by the first lever clamped by two rotatable lamellas,
Two levers and the 3rd lever, and two compensation linkages for connecting rotatable lamella and bottom support bracket respectively;
The top of the push rod of the hydraulic jack is fixedly connected with the second lever, the both ends rotation connection of first lever
Rotatable lamella and compensation linkage, the floor of the 3rd lever and checkdam panel itself are rotatablely connected;By can described in regulation
The longitudinal length of adjusting yoke, it is finely adjusted with the angle to checkdam panel and horizontal plane.
As further improvement of the utility model, the both ends end of first lever, the second lever and the 3rd lever
It is connected with two rotatable lamella lateral rotations.
As further improvement of the utility model, the rotatable lamella is configured as triangle.
As further improvement of the utility model, the distance between described first lever and the second lever are less than the second thick stick
The distance between bar and the 3rd lever.
As further improvement of the utility model, the compensation linkage includes the sleeve of two tool internal threads, both ends
The pull bar for having external screw thread and being spirally connected with sleeve and the connector with sleeve connection, the connector rotation connection rotatable lamella and bottom
Portion's bearing.
As further improvement of the utility model, the checkdam panel includes:Housing, it is arranged at turning for housing bottom
Moving axis, multiple floors with rotating axis connection, laterally consecutive some tube-like pieces through multiple floors, and laterally consecutive run through
Some plate-like pieces of multiple floors, the rotary shaft are in one-piece connection with floor, and the tube-like piece and plate-like piece and floor are equal
In integral structure.
As further improvement of the utility model, the checkdam panel is provided with partial receipt drag link mechanism in back side
And be in some depressed parts of open state, two reinforcing plates longitudinally disposed and in strip are provided with each depressed part, it is described to add
One end of strong plate connects floor by the 3rd lever rotation, and the other end of the reinforcing plate is extended transversely through and and floor by tube-like piece
In integral structure.
As further improvement of the utility model, tool hollow structure inside the tube-like piece.
As further improvement of the utility model, when active blocking dam is in raised state, the plate-like piece and water
The angle of plane is -30 degree to+30 degree.
As further improvement of the utility model, when active blocking dam is in raised state, the plate-like piece and water
The angle of plane is 0 degree.
Compared with prior art, the beneficial effects of the utility model are:In the utility model, by setting adjustable draw
Bar, and by adjusting the longitudinal length of the compensation linkage, be finely adjusted with the angle to checkdam panel and horizontal plane, from
And the minimum angles realized during to maximum angle of the checkdam unit when lifting and lodging are adjusted, to realize to the work
The flexible modulation of dynamic formula checkdam reservoir storage, solves active blocking dam caused by out-of-flatness existing for base foundation
There is the problem of leak in checkdam unit sidepiece and bottom, and significantly improve the water storage effect of the active blocking dam.
Brief description of the drawings
Fig. 1 is that a checkdam unit in a kind of active blocking dam of the utility model conceals housing and when lifting
Stereogram;
Fig. 2 is the side view of checkdam unit illustrated in fig. 1;
Fig. 3 is stereogram of the drag link mechanism when checkdam lifts in checkdam unit;
Fig. 4 is stereogram of the drag link mechanism when checkdam lodges in checkdam unit;
Fig. 5 is the stereogram of the checkdam unit of assembling shell;
Fig. 6 is that checkdam unit conceals housing and the stereogram in lodging.
Embodiment
The utility model is described in detail shown each embodiment below in conjunction with the accompanying drawings, but it should explanation,
These embodiments are not limitation of the utility model, and those of ordinary skill in the art are according to these embodiment institute works
Energy, method or equivalent transformation or replacement in structure, are belonged within the scope of protection of the utility model.
A kind of active blocking dam shown by present embodiment, is arranged side by side by least one checkdam unit and formed.
Each checkdam unit is as shown in Figure 5.Represented to simplify, two sidepieces of the checkdam unit shown in Fig. 5 and rotation
The bottom of axle 2 has concealed water sealing part., can when the active blocking dam is arranged in river course on default coagulation soil matrix dam
The mounting hole (not shown) reserved by gate floor 30 and on Ji Ba is installed by bolt, and in the bottom of rotary shaft 2 and
Two sidepieces installation water sealing part of checkdam panel 1.Specifically, the water sealing part can be configured to by the spacing extruding of angle steel
Rubber tube or p-type watertight rubber.
In order to adapt to the wide river course of different faces, the length for the multiple checkdam units being arranged side by side in the checkdam unit can
It is configured to inconsistent, each checkdam unit can pass through the push rod 444 of one, two or more hydraulic jack 40
Elongation is shortened, axially pivoting to drive checkdam panel 1 to carry out around rotary shaft 2, to drive checkdam panel 1 to lift
Or lodging action, to each serve as a variety of effects such as the water conservancy landscape of water storage, flood discharge and formation different height.
It should be noted that in the present embodiment, any one in the active blocking dam or multiple checkdams
Unit can independent execution lift or lodging action.
Specifically, in the present embodiment, the checkdam unit includes:Gate floor 30, the bottom on gate floor 30
Portion's bearing 301, be hinged axle sleeve 20, checkdam panel 1 on bottom support bracket 301, hydraulic jack 40 and drag link mechanism (weight
Shown in point ginseng Fig. 3 and Fig. 4).Rotary shaft 2 runs through be hinged axle sleeve 20, and two risers 301 of be hinged axle sleeve 20 and gate floor 30 weld
It is fixed.Rotary shaft 2 is limited to be hinged axle sleeve 20, and can be moved pivotally under the driving of hydraulic jack 40 around rotary shaft 2.Especially
Its, in the present embodiment, the push rod 444 of the hydraulic jack 40 and with directly being contacted with checkdam panel 1, but in hydraulic pressure
The action that the coordinated drive checkdam panel 1 of oil cylinder 40 and drag link mechanism lifts or lodged.
Gate floor 30 is rectangular, and sets some through holes 302 in long edge position.When installing gate floor 30, can by bolt,
The mounting hole that nut is reserved with base dam crest portion carries out the fixation that is spirally connected, reliably to install gate floor 30.Gate floor 30 is in face of current
Flow direction on be arranged in parallel two risers 301.Riser 301 sets rotating shaft 411 in the tail end of back side, and passes through rotating shaft
Axle sleeve rotation connection hydraulic jack 40 at 411, so that the push rod 444 of hydraulic jack 40 is during extending with shortening
It may be such that the tail end of hydraulic jack 40 is pivoted with rotating shaft 411 for rotary shaft.The lateral ends of rotating shaft 411 set hydraulic joint
401, it is defeated into hydraulic jack 40 to realize to be connected by hydraulic joint 401 with the petroleum pipeline (not shown) of delivery hydraulic pressure oil
The effect of liquor charging force feed.
With reference to shown in reference picture 1, Fig. 3, Fig. 4 and Fig. 6, in the present embodiment, the bottom of the checkdam panel 1, which is provided with, to be passed through
The rotary shaft 2 of hinge axle sleeve 20 is worn, the checkdam panel 1 turns with the elongation of the push rod 444 of hydraulic jack 40 with shortening to surround
Moving axis 2, which rotates, to be lifted or lodges to realize.
As shown in Figures 3 and 4, the drag link mechanism includes two rotatable lamellas 403 be arrangeding in parallel, by two rotatable lamellas 403
Clamped the first lever 404, the second lever 402 and the 3rd lever 409, and two connect rotatable lamella 403 and bottom respectively
The compensation linkage of bearing 301.Specifically, the compensation linkage includes:The sleeve 415 of two tool internal threads, both ends have outer spiral shell
Line and the pull bar 406 being spirally connected with sleeve 415 and the connector being connected with sleeve 415, the connector are rotatablely connected rotatable lamella
403 and bottom support bracket 301.Specifically, the both ends end of the first lever 404, the second lever 402 and the 3rd lever 409 passes through
The axle sleeve and rotatable lamella 403 for being built-in with bearing form rotation connection.
Specifically, sleeve 415 by connector 407 be rotatablely connected rotating shaft 411, and further by the rotating shaft 411 with
Riser 301 is rotatablely connected.The both ends of pull bar 406 pass through one sleeve 415 of adjustable flexible connection of internal and external screw thread.It is another
Individual sleeve 415 is rotatablely connected by connector 405 and the first lever 404.The push rod 444 of hydraulic jack 40 is extending or shortened
During, the second lever 402 is moved pivotally with axle 400, and is driven in the presence of two rotatable lamellas 403 using lever principle
Dynamic 3rd lever 409 and the first lever 404 self move, and eventually through the 3rd lever 409 to the applying power of floor 6, with
The action that driving checkdam panel 1 is completed to lift or lodge around rotary shaft 2.
Pull bar 406 can be rotated in the direction of arrow 414 along Fig. 3, so as to the connection being flexibly connected to its both ends end
Part 407 and connector 405 make move toward one another and remote motion simultaneously, so as to enter to the length of whole compensation linkage in the vertical
The flexible adjustment of row.
Meanwhile in the present embodiment, the both sides of hydraulic jack 40 are symmetrical arranged two compensation linkages, and each adjustable
Longitudinal extending direction of section scuffing of cylinder bore and hydraulic jack 40 is obliquely installed.Preferably, each compensation linkage and the institute of hydraulic jack 40
The angle of formation is 20 degree~30 degree, so that checkdam panel 1 can be rotated in 0 degree~90 degree of scope, to carry
The reservoir storage for the active blocking dam that height is ultimately formed.
Meanwhile in the present embodiment, the top of the push rod 444 of the hydraulic jack 40 is fixedly connected with the second lever 402,
The both ends rotation connection rotatable lamella 403 of first lever 404 and two compensation linkages, the 3rd lever 409 and dash
Floor 6 inside dam facing plate 1 is rotatablely connected.By adjusting the longitudinal length of the compensation linkage, with to checkdam panel 1 with
The angle of horizontal plane is finely adjusted.The both ends end of first lever 404, the second lever 402 and the 3rd lever 409 turns with two
The lateral rotation of moving plate 403 connects.Specifically, the rotatable lamella 403 is configured as triangle.
In the present embodiment, the checkdam panel 1 includes:Housing 11, the rotary shaft 2 of the bottom of housing 11 is arranged at, with
Multiple floors that rotary shaft 2 connects, laterally consecutive some tube-like pieces 70 through multiple floors 6, and it is laterally consecutive through more
Some plate-like pieces 71 of individual floor, the rotary shaft 2 are in one-piece connection with floor 6, the tube-like piece 70 and plate-like piece 71 with
Floor 6 is in integral structure.
Floor 6 offers the circular through hole of multiple regular arrangements and the slot of rectangle in advance, wherein, circular through hole supplies
The continuous transverse of tube-like piece 70 penetrates multiple floors 6 and solderable fixation, or only positioned at two ends of tube-like piece 70
It is welded and fixed.Meanwhile the slot of rectangle penetrates multiple floors 6 and by way of welding by plate for the continuous transverse of plate-like piece 71
Shape part 71 is fixedly connected with multiple floors 6, to form the skeleton with sufficient intensity, and cladding housing 11 outside skeleton.
In the present embodiment, the tube-like piece 70, plate-like piece 71, floor 6 and housing 11, which can be adopted, is made of a steel, to be formed
Inside is in the steel-slag sand of hollow structure.Specifically, the inside of the tube-like piece 70 tool hollow structure, such as tube-like piece 70 can use nothing
Seam steel pipe is made, and plate-like piece 71 can use thickness to be made up of 1~30mm steel plate.
In order to further increase the structural strength of checkdam panel 1, in the present embodiment, in plate-like piece 71 and tube-like piece
70 intensive can also have additional floor 4 and floor 3 near the both ends end of transverse direction.Wherein, the distance between floor 4 and floor 3
Need to be significantly less than the spacing between spacing and floor 6 and the floor 4 between multiple floors 6 in housing 11.In addition, housing
The equally arrangement between multiple floors 6 in 11.
With reference to shown in Fig. 5, in the present embodiment, the checkdam panel 1 is provided with partial receipt drag link mechanism in back side
And be in some depressed parts 12 of open state, two reinforcing plates 410 longitudinally disposed and in strip are provided with each depressed part 12,
One end of the reinforcing plate 410 is rotatablely connected floor 6 by the 3rd lever 409, and the other end of the reinforcing plate 410 is by tube-like piece
70 extend transversely through and are in integral structure with floor 6.Reinforcing plate 410 is set in parallel with multiple floors 6, and and water (flow) direction
It is arranged in parallel.Reinforcing plate 410 extends transversely through two tube-like pieces 70, and tube-like piece 70 connects with two adjacent floors 6 in rigidity
Connect, so as to drive checkdam panel 1 to be pivoted around rotary shaft 2 by the rotation of the lever 409 of rotatable lamella 403 and the 3rd, collaboration
Motion.
When active blocking dam is in raised state, the angle of the plate-like piece 71 and horizontal plane is -30 degree to+30 degree,
Further, when active blocking dam is in raised state, the angle of the plate-like piece 71 and horizontal plane is 0 degree.By this
Mode, it may be such that skeleton has higher structural strength, significantly improve the structural strength of checkdam panel 1, especially can
The transversary intensity of checkdam panel 1 is significantly improved, and effectively prevent checkdam panel 1 and become in the presence of hydraulic pressure
The problem of shape and leak.
It should be noted that the rotatable lamella 403 is not necessarily defined to triangle, such as rotatable lamella can be also configured to parallel
Quadrangle, rhombus, trapezoidal or other irregular shapes.Top and the second lever 402 due to the push rod 444 of hydraulic jack 40
It is fixedly connected, therefore in push rod 444 during elongation or shortening, the first lever 404 and the second lever 402 and the 3rd lever
The 409 i.e. achievable above-mentioned effects of dislocation arrangement on floor projection direction, meanwhile, on floor projection direction, the first lever 404
It is located at the both sides of the second lever 402 respectively with the 3rd lever 409.Preferably, in the present embodiment, first lever 404 with
The distance between second lever 402 is less than the distance between the second lever 402 and the 3rd lever 409.In this way, can be with
So that the push rod 444 of hydraulic jack 40 can drive the 3rd lever 409 to complete swing by a relatively large margin under less stroke, from
And drive the pivoting action of checkdam panel 1.
In the present embodiment, two hydraulic jacks 40 are provided with each checkdam unit, and in each hydraulic jack
40 both sides are symmetrical arranged two compensation linkages, therefore, by rotating each pull bar 406, to adjust each checkdam unit
With the angle in base dam crest portion, and cause the active blocking dam that is spliced side by side Ji Ba tools uneven to bottom or unhorizontal
There is more preferable adaptability.By setting compensation linkage, and by adjusting the longitudinal length of the compensation linkage, with to dash
The angle of dam facing plate 1 and horizontal plane is finely adjusted, it is achieved thereby that to maximum angle of the checkdam unit when lifting and lodging
When minimum angles be adjusted, to realize to the flexible modulation of the active blocking dam reservoir storage, solve movable dash
Dam in checkdam unit sidepiece and bottom caused by out-of-flatness existing for base foundation occurring the problem of leak, significantly carrying
The high water storage effect of the active blocking dam.
Herein described maximum angle when lifting refers to, checkdam panel 1 is when lifting to maximum angle and horizontal plane
The maximum angle formed;The minimum angles during lodging refer to, checkdam panel 1 is when the limit arrive in lodging and horizontal plane institute
The minimum angle of formation.
The a series of tool described in detail only for feasibility embodiment of the present utility model of those listed above
Body illustrates that they are simultaneously not used to limit the scope of protection of the utility model, all to be made without departing from the utility model skill spirit
Equivalent implementations or change should be included within the scope of protection of the utility model.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (10)
- A kind of 1. active blocking dam, it is characterised in that it is arranged side by side and is formed by least one checkdam unit, wherein, it is described Checkdam unit includes:Gate floor (30), the bottom support bracket (301) on gate floor (30), installed in bottom support bracket (301) be hinged axle sleeve (20), checkdam panel (1) on, hydraulic jack (40) and drag link mechanism;The bottom of the checkdam panel (1) is provided with the rotary shaft (2) through hinge axle sleeve (20), the checkdam panel (1) Lift or lodge to realize with shortening to rotate around rotary shaft (2) with the elongation of the push rod (444) of hydraulic jack (40);The drag link mechanism includes two rotatable lamellas (403) be arrangeding in parallel, by the first thick stick clamped by two rotatable lamellas (403) Bar (404), the second lever (402) and the 3rd lever (409), and two connect rotatable lamella (403) and bottom support bracket respectively (301) compensation linkage;The top of the push rod (444) of the hydraulic jack (40) is fixedly connected with the second lever (402), first lever (404) both ends rotation connection rotatable lamella (403) and compensation linkage, the 3rd lever (409) are interior with checkdam panel (1) Floor (6) rotation connection in portion;By adjusting the longitudinal length of the compensation linkage, with to checkdam panel (1) and level The angle in face is finely adjusted.
- 2. active blocking dam according to claim 1, it is characterised in that first lever (404), the second lever (402) it is connected with the both ends end of the 3rd lever (409) with two rotatable lamella (403) lateral rotations.
- 3. active blocking dam according to claim 1, it is characterised in that the rotatable lamella (403) is configured as triangle Shape.
- 4. according to the active blocking dam described in claim 1 or 3, it is characterised in that first lever (404) and second The distance between lever (402) is less than the distance between the second lever (402) and the 3rd lever (409).
- 5. active blocking dam according to claim 4, it is characterised in that the compensation linkage includes spiral shell in two tools The sleeve (415) of line, both ends have external screw thread and the pull bar (406) being spirally connected with sleeve (415) and the company being connected with sleeve (415) Fitting, the connector rotation connection rotatable lamella (403) and bottom support bracket (301).
- 6. active blocking dam according to claim 1, it is characterised in that the checkdam panel (1) includes:Housing (11) rotary shaft (2) of housing (11) bottom, is arranged at, the multiple floors being connected with rotary shaft (2) are laterally consecutive through multiple Some tube-like pieces (70) of floor, and laterally consecutive some plate-like pieces (71) through multiple floors, the rotary shaft (2) with Floor (6) is in one-piece connection, and the tube-like piece (70) and plate-like piece (71) and floor (6) are in integral structure.
- 7. active blocking dam according to claim 6, it is characterised in that the checkdam panel (1) sets in back side There is partial receipt drag link mechanism and in some depressed parts (12) of open state, set provided with two longitudinal directions in each depressed part (12) Put and be in the reinforcing plate (410) of strip, one end of the reinforcing plate (410) passes through the 3rd lever (409) and is rotatablely connected floor (6), the other end of the reinforcing plate (410) is extended transversely through by tube-like piece (70) and is in integral structure with floor (6).
- 8. active blocking dam according to claim 6, it is characterised in that tool hollow structure inside the tube-like piece (70).
- 9. active blocking dam according to claim 6, it is characterised in that when active blocking dam is in raised state, The angle of the plate-like piece (71) and horizontal plane is -30 degree to+30 degree.
- 10. active blocking dam according to claim 9, it is characterised in that when active blocking dam is in raised state, The plate-like piece (71) and the angle of horizontal plane are 0 degree.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720740765.8U CN207130674U (en) | 2017-06-23 | 2017-06-23 | A kind of active blocking dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720740765.8U CN207130674U (en) | 2017-06-23 | 2017-06-23 | A kind of active blocking dam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207130674U true CN207130674U (en) | 2018-03-23 |
Family
ID=61632105
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720740765.8U Active CN207130674U (en) | 2017-06-23 | 2017-06-23 | A kind of active blocking dam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207130674U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107059779A (en) * | 2017-06-23 | 2017-08-18 | 无锡启集智能科技有限公司 | A kind of active blocking dam |
-
2017
- 2017-06-23 CN CN201720740765.8U patent/CN207130674U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107059779A (en) * | 2017-06-23 | 2017-08-18 | 无锡启集智能科技有限公司 | A kind of active blocking dam |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103306247A (en) | Movable water retaining dam for water conservancy landscape | |
CN104831691B (en) | Hinged movable dam and power unit thereof | |
CN103911975B (en) | Movable dam | |
CN207130674U (en) | A kind of active blocking dam | |
CN106869087A (en) | A kind of rainbow gate | |
CN204940217U (en) | A kind of ultra-large type plane splits arc triangle gate | |
CN104563519A (en) | Jib of concrete ejecting machine | |
CN107299622A (en) | A kind of cover type hydraulic pressure dam | |
CN107059779A (en) | A kind of active blocking dam | |
CN204112288U (en) | Movable dam | |
CN105239614A (en) | Deflection type excavation work device of excavation loader | |
CN202347502U (en) | Trunnion lodging type gate | |
CN203795274U (en) | Flexible stop plate support device, spiral distributor and paver | |
CN207130697U (en) | A kind of checkdam panel of active blocking dam | |
CN107558527A (en) | A kind of bridge construction, which carries on construction work at night, uses dust arrester | |
CN204435886U (en) | A kind of arm support for concrete spraying machine | |
CN207331640U (en) | A kind of hydraulic pressure landscape dam mechanical-hydraulic lock support device | |
CN107119640A (en) | A kind of checkdam panel of active blocking dam | |
CN209669822U (en) | A kind of hydraulic lifting dam | |
CN206015616U (en) | A kind of double leval jib folds dam | |
CN206034383U (en) | Extra -high -speed flood peak fixed wheel gate | |
CN107558518A (en) | Can automatic adjustable level degree beach soil flattening device | |
CN208533598U (en) | Digging arm and excavating equipment | |
CN203334330U (en) | Excavator bucket rod and excavator | |
CN203963241U (en) | The outer concreting form-board device of pipeline |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 214200 Wuxi City, Wuxi, Jiangsu Province, Yixing city and Qiao Town, Yongxing village, goose State South Road No. 40 Patentee after: Jiangsu Hengchuan Water Conservancy Technology Co., Ltd. Address before: 214200 Wuxi City, Wuxi, Jiangsu Province, Yixing city and Qiao Town, Yongxing village, goose State South Road No. 40 Patentee before: Yixing Heng Chuan Landscape Co., Ltd. |
|
CP01 | Change in the name or title of a patent holder |