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 retaining, to adjust river
All multiactions such as landscape are irrigated and formed in the water level of upstream and downstream, flood control in road.In order to ensure that active blocking dam has enough
Strength and stiffness, active blocking dam of the prior art is generally arranged side by side by multiple checkdam panels and formed.
Current checkdam panel mainly includes rubber panel, concrete slab and steel panel.There is intensity in rubber panel
With the defect of insufficient rigidity, therefore had some limitations in the wide larger river course in face, so in being in and gradually eliminating.
There is larger defect of conducting oneself with dignity in concrete slab, therefore heavier during lifting or lodging, therefore also less fit
Conjunction face is used in wide river course.Steel panel, which has, conducts oneself with dignity smaller and has enough rigidity and intensity, therefore is turning into master
The technological development direction of stream.
Traditional firm panel processed is generally used to form stable structure using the shorter steel pipe of floor and longitudinal length
The mode of segmentation welding forms inner skeleton, and internally the outside of skeleton coats steel plate to form a checkdam panel.This
Planting the checkdam panel of structure needs to be welded and fixed each steel pipe and floor in the fabrication process, so as to there is process
Complexity, the higher defect of manufacturing cost;The checkdam panel of this structure of what is more important exist structural strength it is not good lack
Fall into, checkdam panel is easily caused the problem of being deformed in the presence of hydraulic pressure, so as to cause whole active blocking dam
Intensity is not high, the problem of the sidepiece of checkdam panel and the easy leak in bottom.
In view of this, it is necessary to which the checkdam panel of active blocking dam of the prior art is improved, with solution
Above mentioned problem.
The content of the invention
It is an object of the invention to disclose a kind of checkdam panel of active blocking dam, to simplify manufacturing process, carry
The structural strength of high single checkdam panel, prevent single checkdam panel occur deforming and single checkdam panel bottom with
There is the phenomenon of leak in sidepiece, and improves the water storage effect of active blocking dam on the whole.
To achieve the above object, the invention provides a kind of checkdam panel of active blocking dam, the dash dam facing
Plate includes:Housing, is arranged at the rotary shaft of housing bottom, the multiple floors being connected with rotary shaft, laterally consecutive to run through multiple ribs
Some tube-like pieces of plate, and laterally consecutive some plate-like pieces through multiple floors, the rotary shaft are in integral type with floor
Connection, the tube-like piece and plate-like piece are in integral structure, the housing integral coating floor with floor.
As a further improvement on the present invention, the checkdam panel is provided with some depressions in open state in back side
Provided with two reinforcing plates longitudinally disposed and in strip in portion, each depressed part, one end of the reinforcing plate is rotated by bearing pin
Floor is connected, the other end of the reinforcing plate is extended transversely through by least one tube-like piece and is in integral structure with floor.
As a further improvement on the present invention, tool hollow structure inside the tube-like piece.
As a further improvement on the present invention, when the checkdam panel is in raised state, the plate-like piece and level
The angle in face is -30 degree to+30 degree.
As a further improvement on the present invention, when the checkdam panel is in raised state, the plate-like piece and level
The angle in face is 0 degree.
As a further improvement on the present invention, the top of the checkdam panel is overall to the horizontal bending of back side, with shape
Into bending part and flat part.
As a further improvement on the present invention, the bending part is more than described with flat part in the angle that upstream face is formed
The angle that bending part is formed with flat part in back side.
As a further improvement on the present invention, the housing is steel plate.
As a further improvement on the present invention, the reinforcing plate is set in parallel with floor, and each parallel to current side
To.
Compared with prior art, the beneficial effects of the invention are as follows:In the present invention, some tube-like pieces and some tabulars are passed through
The laterally consecutive assembling mode through floor of part, simplifies the manufacturing process of the checkdam panel, improves single dash dam facing
The structural strength of plate, effectively prevent single checkdam panel and occurs deforming and the bottom of single checkdam panel and sidepiece appearance
The phenomenon of leak, formed active blocking dam is arranged side by side by multiple checkdam panels so as to improve on the whole
Water storage effect.
Embodiment
The present invention is described in detail for shown each embodiment below in conjunction with the accompanying drawings, but it should explanation, these
Embodiment not limitation of the present invention, those of ordinary skill in the art according to these embodiment institute work energy, method,
Or equivalent transformation or replacement in structure, belong within protection scope of the present invention.
It please join Fig. 1 to a kind of one kind specific implementation of checkdam panel of active blocking dam of the invention illustrated in fig. 3
Mode.
In the present embodiment, the checkdam panel 1 is arranged on gate floor 30 by being hinged axle sleeve 20, and passes through hydraulic pressure
The elongation and shortening of the push rod 444 of oil cylinder 40, realization are lifted or lodged, to form a checkdam unit.Multiple checkdams
Unit forms an active blocking dam side by side.It is arranged in the active blocking dam in river course on default coagulation soil matrix dam
When, it can be installed by gate floor 30 with the mounting hole (not shown) reserved on Ji Ba by bolt, and at the bottom of rotary shaft 2
Two sidepieces of portion and checkdam panel 1 install water sealing part.Specifically, the water sealing part can be configured to it is spacing by angle steel
The rubber tube or p-type watertight rubber of extruding.
Gate floor 30 is rectangular, and sets some through holes 302 in long edge position.Install gate floor 30 when, can by bolt,
Nut carries out the fixation that is spirally connected with the mounting hole that base dam crest portion is reserved, 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 at 411 rotates connection hydraulic jack 40, so that the push rod 444 of hydraulic jack 40 is during elongation 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.
In order to adapt to the river course that different faces are wide, 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 be carried out around rotary shaft 2, to drive checkdam panel 1 to lift
Or lodging is acted, a variety of effects such as water conservancy landscape to each serve as retaining, flood discharge and formation different height.
In the present embodiment, the checkdam panel 1 includes:Housing 11, is arranged at the rotary shaft 2 of the bottom of housing 11, with
Multiple floors that rotary shaft 2 is connected, laterally consecutive some tube-like pieces 70 through multiple floors 6, and it is laterally consecutive through many
Some plate-like pieces 71 of individual floor, the rotary shaft 2 is 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 is supplied
The continuous transverse of tube-like piece 70 penetrates multiple floors 6 and solderable fixation, or only in two ends positioned at 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 cladding housing 11 outside the skeleton with sufficient intensity, and 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 horizontal two ends end.Wherein, the distance between floor 4 and floor 3
Need to be significantly less than the spacing between the spacing and floor 6 and floor 4 between multiple floors 6 in housing 11.In addition, housing
The equally arrangement between multiple floors 6 in 11.In the present embodiment, what housing 11 was overall is coated on floor 3, floor
4 and floor 6 outside and including above-mentioned floor.
With reference to shown in Fig. 2, in the present embodiment, active blocking dam be in raised state when, the plate-like piece 71 with
The angle of horizontal plane be -30 degree to+30 degree, further, active blocking dam be in raised state when, the plate-like piece 71 with
The angle of horizontal plane is 0 degree.In this way, it may be such that skeleton has higher structural strength, significantly improve checkdam
The structural strength of panel 1, effectively prevent checkdam panel 1 and is occurring deforming in the presence of hydraulic pressure and the problem of leak.Especially
, the transversary intensity of checkdam panel 1 can be dramatically increased by increasing plate-like piece 71, effectively prevents checkdam panel 1 from sending out
Raw torsional deformation.
The top of checkdam panel 1 is overall to the horizontal bending of back side, to form bending part 111 and flat part 222.Enter one
Step, the bending part 111 is more than the bending part 111 in the angle that upstream face is formed with flat part 222 and existed with flat part 222
The angle that back side is formed.The intensity of checkdam panel 1 but also the consumption of energy saving steel had not only been ensure that by said structure, from
And saved manufacturing cost.
With reference to shown in Fig. 3, in the present embodiment, the checkdam panel 1 is provided with partial receipt drag link mechanism in back side
200 and in some depressed parts 12 of open state, provided with two reinforcing plates longitudinally disposed and in strip in each depressed part 12
410, one end of the reinforcing plate 410 rotates connection floor 6 by bearing pin 409, and the other end of the reinforcing plate 410 is by tube-like piece
70 extend transversely through and with floor 6 in integral structure.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 that by the rotation of rotatable lamella 403 and bearing pin 409, collaboration drives checkdam panel 1 to be moved pivotally around rotary shaft 2.
The reinforcing plate 410 is set in parallel with floor 6, and each parallel to water (flow) direction.
Specifically, the drag link mechanism 200 includes two rotatable lamellas 403 be arrangeding in parallel, clamped by two rotatable lamellas 403
The first lever 404, the second lever 402 and bearing pin 409, and two respectively connection rotatable lamella 403 and bottom support bracket 301 can
Adjusting yoke.Specifically, the compensation linkage includes:Sleeve 415, two ends tool external screw thread and and the sleeve of two tool internal threads
415 pull bars 406 being spirally connected and the connector being connected with sleeve 415, the connector rotate connection rotatable lamella 403 and bottom branch
Seat 301.Specifically, axle sleeve of the two ends end of the first lever 404, the second lever 402 and bearing pin 409 by being built-in with bearing
Rotate and be connected with the formation of rotatable lamella 403.
Specifically, sleeve 415 rotates connection rotating shaft 411 by connector 407, and it is further by the rotating shaft 411 with
Riser 301 rotates connection.The two 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 rotated with the first lever 404 by connector 405 and is connected.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 self motion of the lever 404 of bearing pin 409 and first, and eventually through bearing pin 409 to the applying power of floor 6, to drive dash
The action that dam facing plate 1 completes to lift or lodge around rotary shaft 2.
Those listed above is a series of to be described in detail only for feasibility embodiment of the invention specifically
Bright, they simultaneously are not used to limit the scope of the invention, all equivalent implementations made without departing from skill spirit of the present invention
Or change should be included in the scope of the protection.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference in claim should not be considered as to the claim involved by limitation.
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 for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.