CN103088792A - Combined type folding dam and construction method thereof - Google Patents
Combined type folding dam and construction method thereof Download PDFInfo
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- CN103088792A CN103088792A CN2012105243890A CN201210524389A CN103088792A CN 103088792 A CN103088792 A CN 103088792A CN 2012105243890 A CN2012105243890 A CN 2012105243890A CN 201210524389 A CN201210524389 A CN 201210524389A CN 103088792 A CN103088792 A CN 103088792A
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- 238000010276 construction Methods 0.000 title claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 81
- 238000012423 maintenance Methods 0.000 claims abstract description 9
- 238000007689 inspection Methods 0.000 claims abstract description 6
- 238000011144 upstream manufacturing Methods 0.000 claims description 39
- 239000011347 resin Substances 0.000 claims description 17
- 229920005989 resin Polymers 0.000 claims description 17
- 238000013461 design Methods 0.000 claims description 7
- 238000009412 basement excavation Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 239000004576 sand Substances 0.000 claims 6
- 238000011010 flushing procedure Methods 0.000 claims 4
- 238000003032 molecular docking Methods 0.000 claims 3
- 239000010813 municipal solid waste Substances 0.000 claims 2
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- 238000005259 measurement Methods 0.000 claims 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 description 43
- 238000009991 scouring Methods 0.000 description 18
- 238000007789 sealing Methods 0.000 description 18
- 239000013049 sediment Substances 0.000 description 6
- 238000012549 training Methods 0.000 description 6
- 238000007599 discharging Methods 0.000 description 3
- 238000004891 communication Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 230000019771 cognition Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
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- 230000005489 elastic deformation Effects 0.000 description 1
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- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
本发明公开了一种组合式折叠堰及其施工方法，包括了折叠堰体、堰底板、边墩、中墩、泵房、检修通道等，其特征在于：在所述的堰底板上铰接固定有折叠堰体，该折叠堰体的两端活动抵于A边墩与中墩，当向折叠堰体内充水，折叠堰体会自动抬高，挡、蓄住河道上游的来水；当排出折叠堰体内的水，折叠堰体会向下游倾倒自动降低堰高，水流从折叠堰体的顶面溢下，经护坦消能后流入下游河床。该堰适建于宽浅河谷的地形，以及能满足调节库容、堰顶溢流、泄流流量大的要求，具有水流流态好、自动控制堰高、构造简单、操作方便、易施工及维护等的特点，是一种既能挡水又能泄水的水工建筑物。
The invention discloses a combined folding weir and a construction method thereof, including a folding weir body, a weir bottom plate, side piers, middle piers, a pump room, an inspection channel, etc., and is characterized in that: the weir bottom plate is hinged and fixed There is a folded weir body, the two ends of the folded weir body move against the A side pier and the middle pier, when the folded weir body is filled with water, the folded weir body is automatically raised to block and store the incoming water from the upper reaches of the river; when the folded weir body is discharged The water in the weir body will be poured downstream by the folded weir body to automatically lower the weir height, and the water will overflow from the top surface of the folded weir body, and flow into the downstream river bed after being energy-dissipated by the apron. The weir is suitable for the terrain of wide and shallow valleys, and can meet the requirements of adjusting storage capacity, weir crest overflow, and large discharge flow. It has good water flow, automatic control of weir height, simple structure, convenient operation, and easy construction and maintenance. It is a hydraulic structure that can both block water and discharge water.
Description
Technical field
The present invention relates to a kind of overflow weir of energy automatic lifting height, specifically a kind of modular folding weir and job practices thereof.
Background technology
At present, in hydraulic engineering, for landform and the flow condition of wide shallow river valley, large vent flow, low water head, the rubber dam without gate pier obstruction current, dam crest overflow in normal employing energy automatic lifting height of dam, river valley reaches purpose of design.Because the rubber tile dam shell is elastic body, after being filled to certain amount in dam shell, under action of gravitation, the sheet rubber dam shell expands to both sides and does not raise, and makes the height of dam of rubber dam be restricted, and has affected the utilization of this kind dam type.
Summary of the invention
Deficiency for existing rubber dam, the present invention proposes a kind of modular folding weir and job practices thereof, it has adopted the combining structure of floor, truss arch, utilized inside and outside, weir hydraulic pressure equilibrium of forces, in the dam after water-filling, lifting height of weir has automatically reached the design effect of desirable retaining, is a kind of hydraulic structure that can dash can sluice again.
Technical solution problem of the present invention adopts following technical scheme:
a kind of modular folding weir, comprised the folding weir of building on river course or mountain stream, along the weir axis, folding weir and scouring sluice are arranged on described river course, between folding weir and scouring sluice, shared middle pier is arranged, there is the A abutment pier at the place, riverbank of folding weir one side, there is the B abutment pier at the place, riverbank of scouring sluice one side, on riverbed between A abutment pier and middle pier, the weir base plate is arranged, the hinged folding weir body that is fixed with on the base plate of weir, one end activity of folding weir body is butted on the A abutment pier, other end activity is butted on middle pier, on the riverbed of weir base plate upstream side, bedding is arranged, the tilting training for sediment bank of oriented scouring sluice direction on the riverbed of bedding upstream side, on the riverbed in base plate downstream, weir, protection-apron is arranged, the A abutment pier, the upstream side of B abutment pier has the upstream aileron, the A abutment pier, there is the downstream aileron in the downstream of B abutment pier, the maintenance room is arranged on middle pier, there is guide wall in the downstream of middle pier, on the riverbank at A abutment pier place, pump house is arranged, the water inlet of pump house and A abutment pier, pipeline communication is arranged between delivery port, the A abutment pier, the service depot is all arranged in middle pier, in riverbed between A abutment pier and middle pier under the base plate of weir, the access path that is communicated with is arranged, the access path end face has and passes the weir base plate and enter inspection hole in the body of folding weir, described folding weir physical efficiency changes with the water yield in the body of weir and changes height of weir, and water-filling in from the water inlet of A abutment pier to folding weir body folds weir cognition and automatically raises, and blocks water and the weir crest overflow of upstream, river course, when the water of discharging from the outfall of A abutment pier in the body of folding weir, folding weir is known from experience and is toppled over downstream automatic reduction height of weir, and the current of upstream flow into downstream river course under overflowing from folding weir body end face after the protection-apron energy dissipating, described folding weir body is reduced to when minimum, and the top slice top of folding weir body is resisted against the upper stop pier of weir base plate, and lower weir plate top is resisted against the lower stop pier of weir base plate.
The top slice that inclined downstream is arranged at the upstream side of described folding weir body, the lower weir plate of the oriented upstream oblique in downstream, top slice is higher than lower weir plate, and the upstream side of weir crest plate is articulated in the top slice top, the downstream of weir crest plate is articulated in lower weir plate top, and the two ends of folding weir body are mounted with the resin side plate; Described top slice bottom-hinged is in the upper hinge pier of weir base plate, lower weir plate bottom-hinged is in the lower hinge pier of weir base plate, the weir base plate is fixed in resin side plate bottom, described weir crest plate, top slice, lower weir plate, two resin side plates, weir base plate, and the sealing piece that respectively cuts with scissors the seam place consists of the water injection pressure chamber of height variable; Respectively be mounted with a slide block at two ends, described top slice top, wherein slide block stretches into the chute of A abutment pier Dun Bi, and the another slide block stretches into the chute of middle Dun Dunbi; Two side end edges at described top slice are fixed with continuous weir sealing, and this twice weirs sealing is movable being butted on the lateral surface of A abutment pier, middle pier respectively, and the folding weir body lifting of leaving all can stop the water of upstream; In the bottom of the external side in described folding weir, the hinge seam crossing of top slice and upper hinge pier, lower weir plate and lower hinge pier all is mounted with and blocks dirty sheet; Described top slice, lower weir plate are the rib of slab structure, and the lateral surface of top slice, lower weir plate is the plane, and described weir crest plate is arch purlin structure, and the end face of weir crest plate is arc surface along the river direction;
The chute that connects Dun Bi is all arranged on the Dun Bi of described A abutment pier, middle pier, two slide blocks of described top slice stretch into respectively the chute of A abutment pier, middle pier, be connected with the pulley on being closely against A abutment pier, Zhong Dun service depot inside wall slide rail, when folding weir body lifting, the band movable slider moves in chute, and two pulleys are at the folding weir body lifting top slice of straining all the time in service.
The job practices on a kind of modular folding weir, carry out according to the following steps successively:
(1) setting-out is measured in the location, weir, removes place, location, weir riverbed and two foreign material on the bank, excavation and the processing of weir base, weir shoulder;
(2) build under pump house and weir base plate after the access path in the riverbed, roll the weir base;
(3) build A abutment pier, Zhong Dun, B abutment pier after, build weir base plate and scouring sluice;
(4) build upstream aileron, downstream aileron, guide wall after, build bedding, training for sediment bank, protection-apron;
(5) top slice after assembly unit on the base plate of weir, is arranged on top slice on the hinge of upper hinge pier; Lower weir plate is arranged on lower weir plate on the hinge of lower hinge pier after assembly unit on the base plate of weir;
(6) adopt scaffold and crane the weir crest plate to be installed on the hinge on top slice and lower weir plate top;
(7) two blocks of resin side plates are installed on respectively the end side surface of top slice, lower weir plate, weir crest plate, after the weir base plate is fixed in resin side plate bottom surface, twice weirs sealing are installed on respectively the end limit of top slice;
(8) the top slice of body inside, folding weir with on cut with scissors pier, top slice and weir crest plate, lower weir plate and lower hinge pier, lower weir plate and weir crest plate all hinged places sealing piece is installed respectively; The top slice of folding weir external body with on cut with scissors pier, lower weir plate and lower hinge pier the hinged place install respectively and block dirty sheet;
(9) two slide blocks are installed on respectively the two ends of top slice end face, and penetrate separately in the chute of A abutment pier, middle pier, be connected with pulley on pier wall slide rail in A abutment pier, Zhong Dun service depot;
(10) remove scaffold after, fold the debugging of weir body lifting: close the valve of delivery port, open water pump by water inlet water-filling in the body of folding weir, along with the increase that folds the water yield in the body of weir, fold the weir body and slowly rise and raises; Switch off the pump, open outlet valve, along with the minimizing of the water yield in the body of folding weir, folding weir body slowly lands, and rests against on the upper stop pier of weir base plate, lower stop pier;
(11) water-filling in the body of folding weir again after folding weir body is raised to design height, is closed the scouring sluice gate and is begun retaining, allows upper pond level surpass the weir crest overflow, and current flow to downstream river course through the protection-apron energy dissipating, have namely completed the construction on modular folding weir.
Modular folding weir in the present invention is based on following operating principle: the modular folding weir is to control height of weir by water-filling in the body of folding weir, satisfy stability requirement by folding inside and outside, weir water pressure balance and folding weir body and weir base plate hinged anchoring, and can allow current overflow from weir crest.When the modular folding weir needs retaining, effluent bank place pump house operation water pump, water-filling in the folding weir body on modular folding weir, increase along with the water yield in the body of folding weir, top slice and lower weir plate bottom are rotated and hold up around the hinge of weir base plate separately, the weir crest plate that is hinged on top slice and lower weir plate rises gradually, makes folding weir body be raised to the height of weir of design; When the modular folding weir need to reduce water storage level, by bank place, weir pump house operated valve, water in the body of folding weir is progressively discharged, minimizing along with the water yield in the body of folding weir, top slice and lower weir plate bottom are rotated and topple over around the hinge of weir base plate separately, the weir crest plate that is hinged on top slice and lower weir plate lands gradually, and the weir crest height is progressively reduced, and current overflow from weir crest; When arriving the design water storage level, as long as valve-off just can keep the weir crest height.Because the top slice, lower weir plate, the weir crest plate that fold the weir body are ribs of slab or encircle the purlin structure, higher strength and stiffness is arranged, can resist larger interior external water pressure, come retaining so can build higher height of weir.Known by above-mentioned, as long as water-filling or draining in the body of folding weir just can be controlled arbitrarily height of weir, reach the purpose of adjusting storage capacity.
Compared with the prior art, beneficial effect of the present invention is embodied in:
A kind of modular folding weir that the present invention proposes, appropriate building is in the landform in wide shallow river valley, and can satisfy and regulate storage capacity, weir crest overflow, requirement that discharge flow is large, this weir does not need gate pier and gate opening/closing equipment, enlarge overcurrent length, reduced discharge per unit width, adopted the mode of the inner water-filling in weir to change height of weir, have flow-shape good, automatically control height of weir, simple structure, easy to operate, easily construct and the characteristics of maintenance etc., be a kind of hydraulic structure that can dash can sluice again.
Description of drawings
Fig. 1 is the longitudinal section on modular folding of the present invention weir.
Fig. 2 is the front elevation drawing on modular folding of the present invention weir.
Fig. 3 is the top view on modular folding of the present invention weir.
Fig. 4 is body cross section, the folding weir of the present invention sectional structure schematic diagram.
The positive view of Fig. 5 A abutment pier of the present invention.
The side sectional structure schematic diagram at Fig. 6 chute of the present invention place.
Number in the figure: in 1 folding weir, 2 weir base plates, 3, pier, 4B abutment pier, 5 beddings, 6 training for sediment banks, 7 protection-aprons, 8 upstream ailerons, 9 downstream ailerons, 10 guide walls, 11 pump houses, 12 water, 13 overhaul room, 14 access paths, 15 inspection holes, 16 scouring sluices, 17 settlement joint, 18 upper pond levels, 19 levels of tail water; Cut with scissors on 21 folding weir bodies, 22 top slices, 23 times weir plates, 24 weir crest plates, 25 resin side plates, 26 on pier, 27 times hinge piers, 28 and stop pier, 29 times stop piers, 30 weir sealings, 31 sealing pieces, 32 block dirty sheet, 33 slide blocks, 34 connecting hinges; 41A abutment pier, 42 service depots, 43 water inlets, 44 delivery ports, 45 chutes, 46 slide rails, 20 pulleys;
The specific embodiment
referring to Fig. 1-3, be a kind of modular folding of the present invention weir, comprised the folding weir 1 of building on river course or mountain stream, along the weir axis, modular folding weir 1 and scouring sluice 16 are arranged on described river course, between folding weir 1 and scouring sluice 16, shared middle pier 3 is arranged, there is A abutment pier 41 at the place, riverbank of modular folding weir 1 one sides, there is B abutment pier 4 at the place, riverbank of scouring sluice 16 1 sides, on riverbed between A abutment pier 41 and middle pier 3, weir base plate 2 is arranged, the hinged folding weir body 21 that is fixed with on weir base plate 2, one end activity of folding weir body 21 is butted on A abutment pier 41, other end activity is butted on middle pier 3, on the riverbed of weir base plate 2 upstream sides, bedding 5 is arranged, the tilting training for sediment bank 6 of oriented scouring sluice 16 directions on the riverbed of bedding 5 upstream sides, on the riverbed in weir base plate 2 downstreams, protection-apron 7 is arranged, A abutment pier 41, the upstream side of B abutment pier 4 has upstream aileron 8, A abutment pier 41, there is downstream aileron 9 in the downstream of B abutment pier 4, the room 13 of maintenance is arranged on middle pier 3, there is guide wall 10 in the downstream of middle pier 3, on the riverbank at A abutment pier 41 places, pump house 11 is arranged, the water inlet 43 of pump house 11 and A abutment pier 41, between delivery port 44, pipeline communication is arranged, A abutment pier 41, middle pier 3 is interior all service depot 42, in riverbed between A abutment pier 41 and middle pier 3 under weir base plate 2, the access path 14 that is communicated with is arranged, access path 14 end faces have and pass weir base plate 2 and enter inspection hole 15 in folding weir body 21, described folding weir body 21 can change height of weir with water 12 quantitative changes in the body of weir, and when from the water inlet 43 of A abutment pier 41 to folding weir body 21 interior water-fillings 12, folding weir body 21 can be raised automatically, blocks water and the weir crest overflow of upstream, river course, when the water 12 of discharging from the outfall 44 of A abutment pier 41 in folding weir body 21, folding weir body 21 can be toppled over automatic reduction height of weir downstream, and the current of upstream flow into downstream river course under overflowing from folding weir body 21 end faces after protection-apron 7 energy dissipatings, described folding weir body 21 is reduced to when minimum, and top slice 22 tops of folding weir body 21 are resisted against the upper stop pier 28 of weir base plate 2, and lower weir plate 23 tops are resisted against the lower stop pier 29 of weir base plate 2.
Referring to Fig. 4, the top slice 22 of inclined downstream is arranged at the upstream side of described folding weir body 21 for the present invention, the lower weir plate 23 of the oriented upstream oblique in downstream, top slice 22 is than lower weir plate 23 height, the upstream side of weir crest plate 24 is articulated in top slice 22 tops, the downstream of weir crest plate 24 is articulated in lower weir plate 23 tops, and the two ends of folding weir body 21 are mounted with resin side plate 25; Described top slice 22 bottom-hinged are in the upper hinge pier 26 of weir base plate 2, lower weir plate 23 bottom-hinged are in the lower hinge pier 27 of weir base plate 2, weir base plate 2 is fixed in resin side plate 25 bottoms, described weir crest plate 24, top slice 22, lower weir plate 23, two resin side plates 25, weir base plate 2, and the sealing piece 31 that respectively cuts with scissors the seam place consists of water filling 12 pressure chambers of height variables; Respectively be mounted with a slide block 33 at described top slice 22 two ends, top, wherein slide block 33 stretches into the chute 45 of A abutment pier 41 Dun Bi, and another slide block 33 stretches into the chute 45 of middle pier 3 Dun Bi; Two side end edges at described top slice 22 are fixed with continuous weir sealing 30, and this twice weirs sealing 30 is movable being butted on the lateral surface of A abutment pier 41, middle pier 3 respectively, and folding weir body 21 liftings of leaving all can stop the water of upstream; Bottom in body 21 outsides, described folding weir, the hinge seam crossing of top slice 22 and upper hinge pier 26, lower weir plate 23 and lower hinge pier 27 all is mounted with and blocks dirty sheet 32; Described top slice 22, lower weir plate 23 are the rib of slab structure, and the lateral surface of top slice 22, lower weir plate 23 is the plane, and described weir crest plate 24 is arch purlin structure, and the end face of weir crest plate 24 is arc surface along the river direction; Described top slice 22, lower weir plate 23, weir crest plate 24 are provided with connecting hinge 34 at settlement joint 17 places of weir base plate 2.
Referring to Fig. 5,6, the chute 45 that connects Dun Bi is all arranged on the Dun Bi of described A abutment pier 41, middle pier 3 for the present invention, two slide blocks 33 of described top slice 22 stretch into respectively the chute 45 of A abutment pier 41, middle pier 3, be connected with the pulley 20 on being closely against A abutment pier 41, middle pier 3 service depot's 42 inside wall slide rails 46, when folding weir body 21 lifting, band movable slider 33 is in the interior movement of chute 45, and two pulleys 20 are at the folding weir body 21 liftings top slice 22 of straining all the time in service.
The job practices on a kind of modular folding of the present invention weir, carry out according to the following steps successively:
(1) setting-out is measured in the location, weir, removes place, location, weir riverbed and two foreign material on the bank, excavation and the processing of weir base, weir shoulder;
(2) build access path 14 in pump house 11 and weir base plate 2 times riverbeds after, roll the weir base;
(3) build A abutment pier 41, middle pier 3, B abutment pier 4 after, build weir base plate 2 and scouring sluice 16;
(4) build upstream aileron 8, downstream aileron 9, guide wall 10 after, build bedding 5, training for sediment bank 6, protection-apron 7;
(5) top slice 22 after assembly unit on weir base plate 2, is arranged on top slice 22 on the hinge of upper hinge pier 26; Lower weir plate 23 is arranged on lower weir plate 23 on the hinge of lower hinge pier 27 after assembly unit on weir base plate 2;
(6) adopt scaffold and crane weir crest plate 24 to be installed on the hinge on top slice 22 and lower weir plate 23 tops;
(7) two blocks of resin side plates 25 are installed on respectively the end side surface of top slice 22, lower weir plate 23, weir crest plate 24, after weir base plate 2 is fixed in resin side plate 25 bottom surfaces, twice weirs sealing 30 are installed on respectively the end limit of top slice 22;
(8) the top slice 22 of body 21 inside, folding weir with on hinge pier 26, top slice 22 with all hinged places of weir crest plate 24, sealing piece 31 is installed respectively with lower hinge pier 27, lower weir plate 23 with weir crest plate 24, lower weir plate 23; The top slice 22 of body 21 outsides, folding weir with on hinge pier 26, lower weir plate 23 install respectively with the hinged place of lower hinge pier 27 and block dirty sheet 32;
(9) two slide blocks 33 are installed on respectively the two ends of top slice 22 end faces, and penetrate separately in the chute 45 of A abutment pier 41, middle pier 3, be connected with pulley 20 on A abutment pier 41, middle pier 3 service depot 42 interior pier wall slide rails 46;
(10) after the dismounting scaffold, fold the debugging of weir body 21 liftings: close the valve of delivery port 44, to folding weir body 21 interior water-fillings 12, along with the increase of interior water 12 amounts of folding weir body 21, raises by folding weir body 21 slowly rise by water inlet 43 for the unlatching water pump; Switch off the pump, open delivery port 44 valves, along with the minimizing of interior water 12 amounts of folding weir body 21, slowly landing of folding weir body 21 rests against on the upper stop pier 28 of weir base plate 2, lower stop pier 29;
(11) again to folding weir body 21 interior water-fillings 12, after folding weir body 21 is raised to design height, close scouring sluice 16 gates and begin retaining, allow upper pond level 18 surpass the weir crest overflow, current flow to downstream river course through protection-apron 7 energy dissipatings, have namely completed the construction on modular folding weir 1.
The effect on modular folding weir 1 is automatically to control height of weir, and water storage level is regulated in the weir crest overflow; The effect of weir base plate 2 is the loads that bear folding weir body 21, hinged fixed fold weir body 21; The effect of middle pier 3 is the folding weir body 21 on supporting combination formula folding weir 1 and the gate of scouring sluice 16, is provided with service depot 42 in it, with the pulley 20 of settling slide block 33 and slide rail 46 etc.; The effect of B abutment pier 4 is gates of supporting scouring sluice 16; The effect of bedding 5 is to increase seepage paths; The effect of training for sediment bank 6 is to allow the deposit of upstream guiding scouring sluice 16 wash away; The effect of protection-apron 7 is protection underwater beds, is the energy dissipating of lower sluicing stream; The effect of upstream aileron 8 is to allow the upper water levelling along crossing the weir; The effect of downstream aileron 9 is to allow the sluice levelling along going out stream; The effect of guide wall 10 is to guide the sluice levelling along going out stream, avoids the interference of scouring sluice 16 current; The effect of pump house 11 is to settle water pump to be folding weir body 21 interior water supply 12, and the arrangement valve is controlled the draining in folding weir body 21; The effect of water 12 is driving mediums, changes the volume of folding weir body 21; The effect in maintenance room 13 is to provide the place for overhauling folding weir body 21; The effect of access path 14 is passages that turnover folds weir body 21; The effect of inspection hole 15 is that turnover folds in weir body 21; The effect of scouring sluice 16 is deposit, construction diversion, the Qing Ku that get rid of 1 upstream, folding weir; The effect of settlement joint 17 is the inhomogeneous deformations that overcome the weir base, makes weir base plate 2 at this seam place sedimentation and deformation; Upper pond level 18 is height of upstream inpoundment; The level of tail water 19 is height of downstream water depth;
The effect of folding weir body 21 is the variation change heights of weir with filled water amount in the body of weir, to reach the purpose of controlling upper pond level; The effect of top slice 22 is to block upper pond level 18, supports weir crest plate 24, settles weir sealing 30, bears interior external water pressure; The effect of lower weir plate 23 is to support weir crest plate 24, bears internal water pressure, as spillwag chute; The effect of weir crest plate 24 is to bear internal water pressure, as spillwag chute; The effect of resin side plate 25 is to bear the distortion of internal water pressure and high ductility, and relies on its elastic deformation to overcome frictional resistance between weir sealing 30 and gate pier, and the weir body 21 of transference A abutment pier 41 or middle pier 3 contacts site synchronously rises; The effect of upper hinge pier 26 is hinged fixedly top slices 22; The effect of lower hinge pier 27 is hinged fixing lower weir plates 23; The effect of upper stop pier 28 is to be reduced to when minimum when folding weir body 21, stops the top of top slice 22; The effect of lower stop pier 29 is to be reduced to when minimum when folding weir body 21, stops the top of lower weir plate 23; The effect of weir sealing 30 is for folding sealing between weir body 21 and A abutment pier, middle pier, not allowing the water of upstream leak downstream; The effect of sealing piece 31 is to be folding weir body 21 interior hinged seam sealings; The effect of blocking dirty sheet 32 is to prevent that dirt from entering the hinge seam of hinge pier 26, lower hinge pier 27; When the effect of slide block 33 is body 21 lifting of folding weir, allow pulley 20 retrain all the time the horizontal displacement of folding weir body 21 under the upper water pressure-acting; The effect of connecting hinge 34 is to allow settlement joint 17 distortion of folding weir body 21 by weir base plate 2;
The effect of A abutment pier 41 is supported folding weir bodies 21, and water inlet 43, delivery port 44 and chute 45 are set; The effect of service depot 42 is to settle slide rail 46, pulley 20, the pulling force that produces when bearing top slice 22 horizontal movement downstream; The effect of water inlet 43 is to be folding weir body 21 interior water-fillings 12; The effect of delivery port 44 is the water 12 of discharging folding weir body 21; The effect of chute 45 is slide block 33 guiding for top slice 22; The effect of slide rail 46 is to allow pulley 20 smooth sliding, bears the pressure that pulley 20 transmits; The effect of pulley 20 is to reduce the resistance that slide block 33 moves along chute 45.
Claims (4)
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| CN201210524389.0A CN103088792B (en) | 2012-12-08 | 2012-12-08 | Combined type folding dam and construction method thereof |
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| CN201210524389.0A CN103088792B (en) | 2012-12-08 | 2012-12-08 | Combined type folding dam and construction method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452683A (en) * | 2014-12-13 | 2015-03-25 | 天津大学前沿技术研究院有限公司 | Controllable watertight steel concrete-faced rockfill dam |
| CN104746637A (en) * | 2015-04-02 | 2015-07-01 | 武汉圣禹排水系统有限公司 | Inflow-height-adjustable pontoon type upstream control check gate |
| CN114525753A (en) * | 2022-02-23 | 2022-05-24 | 河南省科达水利勘测设计有限公司 | WES type composite weir transformation engineering experimental device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01127707A (en) * | 1987-11-11 | 1989-05-19 | Sumitomo Electric Ind Ltd | How to erect a flexible membrane undulating weir |
| CN2797439Y (en) * | 2005-05-16 | 2006-07-19 | 中国水电顾问集团华东勘测设计研究院 | Board turnover movable dam structure |
| CN201077978Y (en) * | 2007-08-16 | 2008-06-25 | 杨天凡 | Low head movable dam |
| KR20090125733A (en) * | 2009-11-10 | 2009-12-07 | 한지연 | Eco-friendly method of purifying polluted river water using hydrological system configured to discharge as much as flowing down the stream |
| CN102720169A (en) * | 2012-06-30 | 2012-10-10 | 张留品 | Gate type novel water storage and drainage dam |
-
2012
- 2012-12-08 CN CN201210524389.0A patent/CN103088792B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01127707A (en) * | 1987-11-11 | 1989-05-19 | Sumitomo Electric Ind Ltd | How to erect a flexible membrane undulating weir |
| CN2797439Y (en) * | 2005-05-16 | 2006-07-19 | 中国水电顾问集团华东勘测设计研究院 | Board turnover movable dam structure |
| CN201077978Y (en) * | 2007-08-16 | 2008-06-25 | 杨天凡 | Low head movable dam |
| KR20090125733A (en) * | 2009-11-10 | 2009-12-07 | 한지연 | Eco-friendly method of purifying polluted river water using hydrological system configured to discharge as much as flowing down the stream |
| CN102720169A (en) * | 2012-06-30 | 2012-10-10 | 张留品 | Gate type novel water storage and drainage dam |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452683A (en) * | 2014-12-13 | 2015-03-25 | 天津大学前沿技术研究院有限公司 | Controllable watertight steel concrete-faced rockfill dam |
| CN104452683B (en) * | 2014-12-13 | 2016-06-29 | 天津大学前沿技术研究院有限公司 | A kind of controlled dash steel facing dam |
| CN104746637A (en) * | 2015-04-02 | 2015-07-01 | 武汉圣禹排水系统有限公司 | Inflow-height-adjustable pontoon type upstream control check gate |
| CN114525753A (en) * | 2022-02-23 | 2022-05-24 | 河南省科达水利勘测设计有限公司 | WES type composite weir transformation engineering experimental device |
| CN114525753B (en) * | 2022-02-23 | 2024-05-28 | 河南省科达水利勘测设计有限公司 | WES type composite weir transformation engineering experiment device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103088792B (en) | 2014-12-03 |
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Inventor after: Zhou Yuliang Inventor after: Zhang Libing Inventor after: Liu Li Inventor after: Pan Zhengwei Inventor after: Wang Zhesun Inventor after: Jin Juliang Inventor after: Chen Fen Inventor after: Jiang Shangming Inventor after: Zhang Ming Inventor after: Wu Chengguo Inventor after: Wang Zongzhi Inventor after: Shen Shixing Inventor before: Wang Zhesun Inventor before: Zhang Libing Inventor before: Liu Li Inventor before: Pan Zhengwei Inventor before: Jin Juliang Inventor before: Chen Fen Inventor before: Jiang Shangming Inventor before: Zhang Ming Inventor before: Wu Chengguo Inventor before: Wang Zongzhi Inventor before: Shen Shixing Inventor before: Zhou Yuliang |
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Granted publication date: 20141203 |