CN107119640A - A kind of checkdam panel of active blocking dam - Google Patents

A kind of checkdam panel of active blocking dam Download PDF

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Publication number
CN107119640A
CN107119640A CN201710487841.3A CN201710487841A CN107119640A CN 107119640 A CN107119640 A CN 107119640A CN 201710487841 A CN201710487841 A CN 201710487841A CN 107119640 A CN107119640 A CN 107119640A
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CN
China
Prior art keywords
checkdam
floor
panel
checkdam panel
piece
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.)
Pending
Application number
CN201710487841.3A
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Chinese (zh)
Inventor
白建明
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.)
Yixing Hengchuan Landscape Co ltd
Original Assignee
Wuxi Kai Chi Intelligent Technology Co Ltd
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 Wuxi Kai Chi Intelligent Technology Co Ltd filed Critical Wuxi Kai Chi Intelligent Technology Co Ltd
Priority to CN201710487841.3A priority Critical patent/CN107119640A/en
Publication of CN107119640A publication Critical patent/CN107119640A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/40Swinging or turning gates

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention provides a kind of checkdam panel of active blocking dam, it includes:Housing, it is arranged at the rotary shaft of housing bottom, the multiple floors being connected with rotary shaft, laterally consecutive some tube-like pieces through multiple floors, and laterally consecutive some plate-like pieces through multiple floors, the rotary shaft is in one-piece connection with floor, and tube-like piece and plate-like piece and floor are in integral structure, housing integral coating floor.In the present invention, pass through some tube-like pieces and the laterally consecutive assembling mode through floor of some plate-like pieces, simplify the manufacturing process of the checkdam panel, improve the structural strength of single checkdam panel, it effectively prevent that deforming occurs in single checkdam panel and the phenomenon of leak occur in bottom and the sidepiece of single checkdam panel, so as to improve on the whole by the water storage effect of multiple checkdam panels active blocking dam formed by being arranged side by side.

Description

A kind of checkdam panel of active blocking dam
Technical field
The present invention relates to water conservancy projects field, more particularly to a kind of checkdam panel 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 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.
Brief description of the drawings
Fig. 1 is a kind of side view of the checkdam panel of active blocking dam of the invention;
Fig. 2 is the stereogram for the checkdam panel for concealing the kind active blocking dam after housing;
Fig. 3 is a kind of stereogram of the checkdam panel of active blocking dam illustrated in fig. 1 under another visual angle.
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.

Claims (9)

1. the checkdam panel (1) of a kind of active blocking dam, 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 is in one-piece connection, and the tube-like piece (70) and plate-like piece (71) and floor are in integral structure, the housing (11) Integral coating floor.
2. the checkdam panel of active blocking dam according to claim 1, it is characterised in that the checkdam panel (1) some depressed parts (12) in open state are provided with back side, in each depressed part (12) provided with two it is longitudinally disposed simultaneously In the reinforcing plate (410) of strip, one end of the reinforcing plate (410) rotates connection floor, the reinforcing plate by bearing pin (409) (410) the other end is extended transversely through by least one tube-like piece (70) and is in integral structure with floor.
3. the checkdam panel of active blocking dam according to claim 1, it is characterised in that in the tube-like piece (70) Portion has hollow structure.
4. the checkdam panel of active blocking dam according to claim 1, it is characterised in that in the checkdam panel (1) when being in raised state, the angle of the plate-like piece (71) and horizontal plane is -30 degree to+30 degree.
5. the checkdam panel of active blocking dam according to claim 4, it is characterised in that in the checkdam panel (1) when being in raised state, the plate-like piece (71) and the angle of horizontal plane are 0 degree.
6. the checkdam panel of active blocking dam according to claim 1, it is characterised in that the checkdam panel (1) top is overall to the horizontal bending of back side, to form bending part (111) and flat part (222).
7. the checkdam panel of active blocking dam according to claim 6, it is characterised in that the bending part (111) It is more than the bending part (111) with flat part (222) in back side institute shape in the angle that upstream face is formed with flat part (222) Into angle.
8. the checkdam panel of active blocking dam according to claim 1, it is characterised in that the housing (11) is steel Plate.
9. the checkdam panel of active blocking dam according to claim 2, it is characterised in that the reinforcing plate (410) It is set in parallel with floor, and each parallel to water (flow) direction.
CN201710487841.3A 2017-06-23 2017-06-23 A kind of checkdam panel of active blocking dam Pending CN107119640A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710487841.3A CN107119640A (en) 2017-06-23 2017-06-23 A kind of checkdam panel of active blocking dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710487841.3A CN107119640A (en) 2017-06-23 2017-06-23 A kind of checkdam panel of active blocking dam

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CN107119640A true CN107119640A (en) 2017-09-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537432A (en) * 2018-12-13 2019-03-29 徐州华显凯星信息科技有限公司 A kind of flood season is convertible into the walking gallery of anti-flood wall

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6196764B1 (en) * 1996-01-19 2001-03-06 Hydroplus Automatic wicket for a hydraulic structure
CN103306247A (en) * 2013-06-09 2013-09-18 王辉 Movable water retaining dam for water conservancy landscape
CN103911975A (en) * 2014-04-28 2014-07-09 牛菊香 Movable dam
CN104831691A (en) * 2015-05-04 2015-08-12 北京中水科工程总公司 Hinged movable dam and power unit thereof
CN207130697U (en) * 2017-06-23 2018-03-23 宜兴市恒川景观有限公司 A kind of checkdam panel of active blocking dam

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6196764B1 (en) * 1996-01-19 2001-03-06 Hydroplus Automatic wicket for a hydraulic structure
CN103306247A (en) * 2013-06-09 2013-09-18 王辉 Movable water retaining dam for water conservancy landscape
CN103911975A (en) * 2014-04-28 2014-07-09 牛菊香 Movable dam
CN104831691A (en) * 2015-05-04 2015-08-12 北京中水科工程总公司 Hinged movable dam and power unit thereof
CN207130697U (en) * 2017-06-23 2018-03-23 宜兴市恒川景观有限公司 A kind of checkdam panel of active blocking dam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537432A (en) * 2018-12-13 2019-03-29 徐州华显凯星信息科技有限公司 A kind of flood season is convertible into the walking gallery of anti-flood wall
CN109537432B (en) * 2018-12-13 2020-12-25 徐州华显凯星信息科技有限公司 Walking corridor capable of being converted into flood control wall in flood season

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Effective date of registration: 20180115

Address after: 214200, No. 40, goose South Road, Yongxing village, Yixing Town, Wuxi City, Jiangsu

Applicant after: YIXING HENGCHUAN LANDSCAPE Co.,Ltd.

Address before: 214000 Jiangsu province Wuxi chonganou BeiCang gate 37.

Applicant before: WUXI QIJI INTELLIGENT TECHNOLOGY CO.,LTD.

CB02 Change of applicant information
CB02 Change of applicant information

Address after: No. 5 Xinyun Lai Road, Industrial Concentration Zone, Gaocheng Town, Yixing City, Wuxi City, Jiangsu Province, 214200

Applicant after: Jiangsu Hengchuan Water Conservancy Technology Co.,Ltd.

Address before: 214200 No.40 Ezhou South Road, Yongxing Village, HeQiao Town, Yixing City, Wuxi City, Jiangsu Province

Applicant before: YIXING HENGCHUAN LANDSCAPE Co.,Ltd.