CN104131528B - Self adaptation deformation inverted-siphon - Google Patents
Self adaptation deformation inverted-siphon Download PDFInfo
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- CN104131528B CN104131528B CN201410371033.7A CN201410371033A CN104131528B CN 104131528 B CN104131528 B CN 104131528B CN 201410371033 A CN201410371033 A CN 201410371033A CN 104131528 B CN104131528 B CN 104131528B
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Abstract
The present invention provides a kind of self adaptation deformation inverted-siphon, including: the flexible water-supply-pipe laid along river bed section, and it is arranged on the deformation compensator on flexible water-supply-pipe and pipeline long joining section；One end of flexible water-supply-pipe connects the intake pool of inlet channel end, and the other end connects the discharge bay of outlet canal head end, and one end of flexible water-supply-pipe is provided with water inlet control valve, and the other end is provided with outlet water control valve；Being provided with fixing anchor block and assembled anchor block on flexible water-supply-pipe, fixing anchor block is used for fixing above-water flexible water-supply-pipe, and assembled anchor block is for fixing the flexible water-supply-pipe of underwater portion.The self adaptation deformation inverted-siphon that the present invention provides, can again be connected the feed ditch being truncated, and ensure that it is the most damaged during follow-up continuous deformation, solve minery subsidence basin and affect the structural safety problem of cross a river ditch water conveyance structure, its simple in construction, convenient for installation and maintenance, can be widely applied to minery Canal System Construction and recovery project.
Description
Technical field
The present invention relates to hydraulic engineering technical field, particularly relate to a kind of self adaptation deformation inverted-siphon.
Background technology
After coal mining, strata displacement is caused to deform due to gob collapse, when this strata displacement deformation is passed to ground
During table, can form a subsidence basin much larger than goaf area on earth's surface, this subsidence basin can be along with exploitation working face
Elapsing and elapse, the depression degree of depth simultaneously increases as well as working seam quantity and the increase of thickness, and subsidence basin passage is expanded
The reservoir deepening greatly and progressively to be formed will cause pole adverse effect to various water conservancy projects in region residing for this subsidence basin.Example
As, at cross a river ditch buildings such as the grain producing region Basin of Huaihe River that water system is flourishing, a large amount of aqueducts, inverted-siphons, along with subsidence basin
Rapid expansion and intensification, can deform damage and lose efficacy, and be sunken under water, cause original canal system to be truncated.
In order to again be connected the feed ditch being truncated, it is typically at present again to build aqueduct at the reservoir that subsidence basin is formed
Or inverted-siphon.Wherein, aqueduct is the bridge-type intersection canal system building built when channel leap rivers and canals, trench, depression and road
Thing, for irrigation water delivery；Inverted-siphon is channel when passing through rivers and canals, trench, depression or road, and be laid in ground or underground has
The up concave type pressure water pipe of siphonage, it is mainly used in farmland water conservancy works.
In prior art, aqueduct mainly builds up with materials such as stone-laying, concrete and armored concrete, inverted-siphon many employings steel
Reinforced concrete pipe or prestressed reinforced concrete pipe, be also adopted by pipe of concrete or steel pipe.When subsidence basin expands again or deepens
Time, these aqueducts again built and inverted-siphon building can be the most destroyed, cause canal system to be again truncated, this follow-up holding
The destruction that continuous deformation causes needs long-term substantial amounts of repair, takes time and effort.
Summary of the invention
For drawbacks described above of the prior art, the present invention provides a kind of self adaptation deformation inverted-siphon, can again be connected
The feed ditch blocked by subsidence basin, and ensure that it is the most damaged during follow-up continuous deformation.
The embodiment of the present invention provides a kind of self adaptation deformation inverted-siphon, including: the flexible water-supply-pipe laid along river bed section,
And it is arranged on the deformation compensator on flexible water-supply-pipe and pipeline long joining section；Wherein, one end of flexible water-supply-pipe connects water inlet
The intake pool of canal end, the other end of flexible water-supply-pipe connects the discharge bay of outlet canal head end, sets in one end of flexible water-supply-pipe
Being equipped with water inlet control valve, the other end at flexible water-supply-pipe is provided with outlet water control valve；Flexible water-supply-pipe is provided with for
The fixing anchor block of fixing flexible water-supply-pipe and assembled anchor block, fixing anchor block is used for fixing above-water flexible water-supply-pipe, dress
Join formula anchor block for fixing the flexible water-supply-pipe of underwater portion.
In one embodiment of this invention, deformation compensator includes the first deformation compensator and the second deformation compensator, pipe
Road long joining section includes that the first pipeline long joining section and second pipe long joining section, the first deformation compensator and the first pipeline long joining section are arranged
In one end of flexible water-supply-pipe, the second deformation compensator and second pipe long joining section are arranged on the other end of flexible water-supply-pipe.
In one embodiment of this invention, deformation compensator is specially corrugated deformation compensator or slidingtype is deformation-compensated
Device.
In one embodiment of this invention, flexible water-supply-pipe is polyethylene water-supply-pipe.
In one embodiment of this invention, assembled anchor block is by fixing lower lock dog, fixing upper locking piece and top balancing weight
Being assembled, flexible water-supply-pipe is located in the cylinder fore shaft of fixing lower lock dog and the formation of fixing upper locking piece, cylinder fore shaft
Inwall and flexible water-supply-pipe between be provided with elastic caoutchouc packing ring.
In one embodiment of this invention, fixing lower lock dog is by the first tetragonal body structure structure of prefabricated reinforced concrete material
Becoming, the upper surface at the first tetragonal body offers the first semicolumn build fore shaft, sets in the both sides of the first semicolumn build fore shaft
It is equipped with for connecting the vertical to connecting bolt of fixing upper locking piece, is respectively arranged with lifting at the first tetragonal body two side elevation and draws
Ring.
In one embodiment of this invention, it is additionally provided with pile tube anchor hole in the periphery of the first tetragonal body, in order to assembling
Formula anchor block is fixed on bold shore slope section.
In one embodiment of this invention, vertically to the top to connecting bolt, it is provided with protection nut, in protection nut
It is full of butter, to seal vertically to connecting bolt.
In one embodiment of this invention, fixing upper locking piece is made up of the boss structure of prefabricated reinforced concrete material,
The lower surface of boss offers the second semicolumn build fore shaft corresponding with the first semicolumn build fore shaft, at the second semicylinder
The both sides of type fore shaft are provided with for through vertically to connecting bolt is vertically docked bolt hole, in order to by fixing upper locking piece with solid
Fix lock dog to connect as one；The upper surface center of boss is provided with the steel column for connecting top balancing weight, at steel
The top of column is provided with horizontal pin keyhole；Two side elevations at boss are respectively arranged with lifting draw ring.
In one embodiment of this invention, top balancing weight is by the second tetragonal body structure structure of prefabricated reinforced concrete material
Become, be provided with in the center of the second tetragonal body for the assembling pilot hole through steel column, divide in the both sides of assembling pilot hole
It is not provided with a hanger shape steel pin ring, the ring heart of hanger shape steel pin ring and the horizontal pin keyhole at steel column top
Hollow it is positioned at same level line, hanger shape steel pin ring that fixing pin is respectively provided with and water through assembling pilot hole both sides
Flat-sale keyhole, to connect as one fixing upper locking piece with top balancing weight.
The self adaptation deformation inverted-siphon that the embodiment of the present invention provides, by the flexible water-supply-pipe laid along river bed section, with
And it is arranged on the deformation compensator on flexible water-supply-pipe and pipeline long joining section；Wherein, one end of flexible water-supply-pipe connects inlet channel
The intake pool of end, the other end of flexible water-supply-pipe connects the discharge bay of outlet canal head end, arranges in one end of flexible water-supply-pipe
Water inlet control valve, the other end at flexible water-supply-pipe arranges outlet water control valve；Flexible water-supply-pipe is provided for fixing flexible
The fixing anchor block of water-supply-pipe and assembled anchor block, can again be connected the feed ditch being truncated, and can effectively ensure that down rainbow
Inhale the most destroyed in the continuous deformation that subsidence basin is follow-up, thus solve minery subsidence basin deformation effect cross a river ditch
Water conveyance structure structural safety problem, and its simple in construction, convenient for installation and maintenance, can be widely applied to minery Canal System Construction and
Recovery project.
Accompanying drawing explanation
Fig. 1 is the structural representation of self adaptation of the present invention deformation inverted-siphon one embodiment；
Fig. 2 A is the structural representation of assembled anchor block one embodiment of the present invention；
Fig. 2 B is the structural representation of assembled another embodiment of anchor block of the present invention；
Fig. 3 A is the structural representation that in Fig. 2 A, assembled anchor block fixes lower lock dog；
Fig. 3 B is the structural representation that in Fig. 2 B, assembled anchor block fixes lower lock dog；
Fig. 4 is the structural representation that assembled anchor block of the present invention fixes upper locking piece；
Fig. 5 is the structural representation of assembled anchor block top of the present invention balancing weight；
Fig. 6 is the structural representation of plastics protection nut.
Description of reference numerals:
1-intake pool 2-flexibility water-supply-pipe 3-water inlet control valve
4-fixes anchor block 5-corrugated deformation compensator 6-slidingtype deformation compensator
7-pipeline long joining section 8-assembled anchor block 9-outlet water control valve
10-discharge bay 11-is fixing, and lower lock dog 12-fixes upper locking piece
Balancing weight 14-lifting draw ring 15-in 13-top is vertically to connecting bolt
16-lifts draw ring 17-hanger shape steel pin ring 18-steel column
19-fixes pin 20-elastic caoutchouc packing ring 21-and vertically docks bolt hole
22-assembles pilot hole 23-pile tube anchor hole 24-horizontal pin keyhole
25-protects nut 26-butter 27-two-pad
28-fixes nut
Detailed description of the invention
Fig. 1 is the structural representation of self adaptation of the present invention deformation inverted-siphon one embodiment, as it is shown in figure 1, the present embodiment carries
The self adaptation deformation inverted-siphon of confession includes: the flexible water-supply-pipe 2 laid along river bed section, and is arranged on flexible water-supply-pipe 2
Deformation compensator and pipeline long joining section 7.Wherein, one end of flexible water-supply-pipe 2 connects the intake pool 1 of inlet channel end, flexible
The other end of water-supply-pipe 2 connects the discharge bay 10 of outlet canal head end, and one end of flexible water-supply-pipe 2 is provided with water inlet control valve 3,
The other end at flexible water-supply-pipe is provided with outlet water control valve 9；Flexible water-supply-pipe 2 is provided with for fixing flexible water-supply-pipe
Fixing anchor block 4 and assembled anchor block 8, fixing anchor block 4 is used for fixing above-water flexible water-supply-pipe, and assembled anchor block 8 is used
Flexible water-supply-pipe in fixing underwater portion.
Alternatively, as it is shown in figure 1, deformation compensator in the present embodiment be specifically as follows corrugated deformation compensator 5 or
Slidingtype deformation compensator 6.
During implementing, flexible water-supply-pipe 2 two ends in the present embodiment connect intake pool and discharge bay, this connection
Position is in the most motionless region, and in the slow expansion process of subsidence basin, this most motionless region is in a very long time
In, will not be expanded by subsidence basin and be affected and the region of depression.
As a example by a specific embodiment, flexible water-supply-pipe 2 is directly layed on the section at the bottom of stream or at the bottom of reservoir,
Metastable (the most motionless region) on the bank is disposed with water inlet control valve 3, fixing anchor block 4 along flexible water-supply-pipe 2, becomes
Shape compensator, pipeline long joining section 7 and outlet water control valve 9, uniformly laying assembled along flexible water-supply-pipe 2 at the bottom of stream or at the bottom of reservoir
Anchor block 8.Wherein, pipeline long joining section 7 may also set up under water, is preferably provided at metastable water on the bank in the present embodiment, with
Spreading installation and the maintenance etc. of being easy to aqueduct operate.
In use, what the two ends connection of flexible water-supply-pipe was truncated enters in the self adaptation deformation inverted-siphon that the present embodiment provides
Outlet canal, can be connected the feed ditch being truncated again；Flexible water-supply-pipe 2 has certain pliability, it is possible to automatically at the bottom of adjusted stream
Irregular terrain profiles, flexible water-supply-pipe self can automatically adjust its Vertical Settlement, inclination and level to swinging deformation, thus be suitable for
The various foundation deformations of subsidence basin；It is defeated that deformation compensator can compensate a part of flexibility caused by subsidence basin continuous deformation
The increase of length of pipe, the flexible water-supply-pipe length increase caused when subsidence basin continuous deformation is accumulated to deformation compensator
After large compensation length, then deformation compensator can be resetted simultaneously at one section of flexible water-supply-pipe of pipeline long joining section 7 spreading, works as depression
When basin is again deformed, spreading can be circulated according to this, thus meet the axial elongation requirement of flexible water-supply-pipe, be effectively guaranteed down
Siphon is the most destroyed in the continuous deformation that subsidence basin is follow-up, thus solves minery subsidence basin deformation effect cross a river
Ditch water conveyance structure structural safety problem.And its simple in construction, convenient for installation and maintenance, can be widely applied to minery Canal System Construction
And recovery project.
The self adaptation deformation inverted-siphon that the embodiment of the present invention provides, by the flexible water-supply-pipe laid along river bed section, with
And it is arranged on the deformation compensator on flexible water-supply-pipe and pipeline long joining section；Wherein, one end of flexible water-supply-pipe connects inlet channel
The intake pool of end, the other end of flexible water-supply-pipe connects the discharge bay of outlet canal head end, arranges in one end of flexible water-supply-pipe
Water inlet control valve, the other end at flexible water-supply-pipe arranges outlet water control valve；Flexible water-supply-pipe is provided for fixing flexible
The fixing anchor block of water-supply-pipe and assembled anchor block, can again be connected the feed ditch being truncated, and can effectively ensure that down rainbow
Inhale the most destroyed in the continuous deformation that subsidence basin is follow-up, thus solve minery subsidence basin deformation effect cross a river ditch
Water conveyance structure structural safety problem, and its simple in construction, convenient for installation and maintenance, can be widely applied to minery Canal System Construction and
Recovery project.
In the above-described embodiments, continuing referring to Fig. 1, alternatively, deformation compensator includes the first deformation compensator and
Two deformation compensators, pipeline long joining section 7 includes the first pipeline long joining section and second pipe long joining section, the first deformation compensator (position
Corrugated deformation compensator 5 on the left of Fig. 1 or slidingtype deformation compensator 6) and the first pipeline long joining section (be positioned on the left of Fig. 1
Pipeline long joining section 7) be arranged on one end of flexible water-supply-pipe 2, the second deformation compensator (is positioned at the corrugated deformation on the right side of Fig. 1
Compensator 5 or slidingtype deformation compensator 6) and second pipe long joining section (being positioned at the pipeline long joining section 7 on the left of Fig. 2) be arranged on soft
The other end of property water-supply-pipe 2.
Concrete, the deformation compensator at flexible water-supply-pipe two ends can arrange one or more, and concrete number can be according to change
The compensation ability of shape compensator determines, compensation ability is low, then can suitably increase the number of deformation compensator, such as: anticipated benefit
Repaying a length of 4m, the compensation ability of deformation compensator is 1m, then the two ends at flexible water-supply-pipe respectively concatenate 2 deformation compensators；
Anticipated compensating length is 4m, and the compensation ability of deformation compensator is 2m, then only need to respectively arrange 1 change at the two ends of flexible water-supply-pipe
Shape compensator.For the concrete number of deformation compensator, the present embodiment is not specially limited herein.Implement process
In, when the follow-up slight deformation of subsidence basin, can compensate what a part was caused by subsidence basin deformation by deformation compensator
The increase of flexible water-supply-pipe length, thus avoid flexible water-supply-pipe to be excessively stretched and damage.
In the above-described embodiments, alternatively, flexible water-supply-pipe 2 is polyethylene water-supply-pipe, and flexible water-supply-pipe 2 is alternatively other
The flexible duct of the lighter weight of material, such as rubber tubing etc., the present invention is not limited.During implementing,
Flexible water-supply-pipe lighter weight, it is possible to bubble through the water column under buoyancy, thus the operations such as convenient maintenance, movement, spoil disposal, and tool
There are the characteristics such as flexible, certain stretcher strain, it is possible to automatically adapt to the various deformation of minery subsidence basin.
Use specific embodiment below, the assembled anchor block in the embodiment of the present invention is described in detail.Specifically
During realization, assembled anchor block is assembled by fixing lower lock dog, fixing upper locking piece and top balancing weight, wherein, according to
The different structure of fixing lower lock dog, assembled anchor block includes two kinds of possible structures, specifically can be as shown in Figure 2 A and 2 B.
Fig. 2 A is the structural representation of assembled anchor block one embodiment of the present invention, as shown in Figure 2 A, the dress in the present embodiment
Joining formula anchor block 8 to be assembled by fixing lower lock dog 11, fixing upper locking piece 12 and top balancing weight 13, flexible water-supply-pipe 2 wears
In the cylinder fore shaft that fixing lower lock dog 11 and fixing upper locking piece 12 are formed, the inwall of cylinder fore shaft and flexible water-supply-pipe 2
Between be provided with elastic caoutchouc packing ring 20.
Fig. 3 A is the structural representation that in Fig. 2 A, assembled anchor block fixes lower lock dog, as shown in Figure 3A, solid in the present embodiment
Fixing lock dog 11 to be made up of the first tetragonal body structure of prefabricated reinforced concrete material, the upper surface at the first tetragonal body offers
First semicolumn build fore shaft, is provided with for connecting described fixing upper locking piece in the both sides of this first semicolumn build fore shaft
Vertically to connecting bolt 15, and it is respectively arranged with lifting draw ring 14 at this first tetragonal body two side elevation.
During implementing, the diameter of cylinder fore shaft matches with the diameter of flexible water-supply-pipe 2, so that flexible defeated
Water pipe 2 is located in cylinder fore shaft, and elastic caoutchouc packing ring 20 can be cylindric, is folded in cylinder fore shaft and flexible water delivery
Between pipe 2, do not worn and torn by the cylinder fore shaft of Reinforced Concrete Materials with the flexible water-supply-pipe of protection, thus extend flexible water-supply-pipe
Service life, can also prevent simultaneously flexible water-supply-pipe in cylinder fore shaft axially or longitudinal sliding motion, play and be fixed
The effect of flexible water-supply-pipe.
Wherein, the first semicolumn build fore shaft is the latter half of cylinder fore shaft in Fig. 2 A, vertically to connecting bolt 15
Can be respectively provided with one or more in the both sides of the first semicolumn build fore shaft, can as shown in Figure 3A at the first semicolumn
The both sides of build fore shaft are arranged side by side two, it is possible to be respectively provided with 1 or 2 at the diagonal angle of the first tetragonal body upper surface, specifically
Number and position, the present invention is not limited, as long as the effect of fixing upper and lower lock dog can be played.In the first four directions
When the lifting draw ring 14 that body both sides are arranged can conveniently be carried, lifting, specifically can be respectively provided with one or many in tetragonal body both sides
Individual, the present embodiment is preferably provided with 1.
Fig. 2 B is the structural representation of assembled another embodiment of anchor block of the present invention, as shown in Figure 2 B, in the present embodiment
Assembled anchor block 8 is assembled by fixing lower lock dog 11, fixing upper locking piece 12 and top balancing weight 13, and flexible water-supply-pipe 2 is worn
It is located in the cylinder fore shaft of fixing lower lock dog 11 and fixing upper locking piece 12 formation, the inwall of cylindrical fore shaft and flexible water-supply-pipe
Elastic caoutchouc packing ring 20 it is provided with between 2.
Fig. 3 B is the structural representation that in Fig. 2 B, assembled anchor block fixes lower lock dog, from Fig. 3 B, Fig. 2 B Fig. 2 A's
On the basis of, it is additionally provided with pile tube anchor hole 23 in the periphery of the first tetragonal body, pile tube and bank slope foundation anchor can be set in it, use
So that assembled anchor block 8 to be fixed on bold shore slope section, prevent assembled anchor block 8 from sliding up and down along domatic.
Assembled anchor block shown in Fig. 2 B is mainly used in the steepest bank slope section of stream or reservoir, shown in Fig. 2 A
Assembled anchor block is mainly used in the relative level section at the bottom of stream or at the bottom of reservoir.
In the present embodiment, the fixing upper locking piece 12 in the assembled anchor block shown in Fig. 2 A and top balancing weight 13 and figure
Fixing upper locking piece 12 and the structure of top balancing weight 13 in assembled anchor block shown in 2B are identical.Below to fixing upper locking piece
And the structure of top balancing weight is described in detail.
Fig. 4 is the structural representation that assembled anchor block of the present invention fixes upper locking piece, as shown in Figure 4, fixing in the present embodiment
Upper locking piece 12 is made up of the boss structure of prefabricated reinforced concrete material, and the lower surface at this boss offers and above-mentioned the first half
The second semicolumn build fore shaft that cylinder type fore shaft is corresponding, is provided with for wearing in the both sides of this second semicolumn build fore shaft
Cross above-mentioned vertically to the vertical docking bolt hole 21 to connecting bolt 15, in order to fixing upper locking piece 12 is connected with fixing lower lock dog 11
It is integrated；The steel column 18 for connecting top balancing weight it is provided with, on the top of steel column 18 in the upper surface center of boss
Portion is provided with horizontal pin keyhole 24；Two side elevations at boss are respectively arranged with lifting draw ring 16.
Wherein, the second semicolumn build fore shaft is the top half of cylinder fore shaft in Fig. 2 A, with the first semicolumn build
Cylinder fore shaft is formed after fore shaft docking.
The diameter of vertical docking bolt hole 21 with vertically match to connecting bolt 15 diameter so that fix on lock dog 11
Arrange vertical to connecting bolt 15 right through vertical docking bolt hole 21, thus by fixing upper locking piece 12 and fixing lower lock dog
11 connect as one.Fig. 6 is the structural representation of plastics protection nut, concrete, as shown in Figure 6, can use two-pad 27
And fixing lower lock dog 11 and fixing upper locking piece 12 are connected as an entirety by fixing nut 28.
In order to prevent vertically being lost by scale under water to connecting bolt 15 is positioned at for a long time, thus cause dismounting difficulty, at double pads
After sheet 27 and fixing nut 28 are tightened, as shown in Figure 6, one protection can be set vertically to the top to connecting bolt 15
Nut 25, concrete, protection nut 25 can be a plastics protection nut or rubber protection nut.It is full of Huang in protection nut 25
Oil 26, to seal vertically to connecting bolt 15, thus plays the effect of protection bolt.
Fig. 5 is the structural representation of assembled anchor block top of the present invention balancing weight, as it is shown in figure 5, in the present embodiment, top
Balancing weight 13 is made up of the second tetragonal body structure of prefabricated reinforced concrete material, is provided with in the center of this second tetragonal body
For the assembling pilot hole 22 through above-mentioned steel column 18, it is respectively arranged with a hanger shape steel in the both sides of assembling pilot hole 22
Cotter bolt ring 17, the ring heart of hanger shape steel pin ring 17 is positioned at same with the hollow of the horizontal pin keyhole 24 at steel column 18 top
Horizontal line, fixing pin 19 is through assembling hanger shape steel pin ring 17 and the horizontal pin that pilot hole 22 both sides are respectively provided with
Hole 24, thus fixing upper locking piece 12 is connected as one with top balancing weight 13.
Wherein, fixing pin 19 can also be a bolt, as long as fixation can be played, preferably adopts in the present embodiment
By pin, simple in construction, installation and repairing is convenient and swift.
Flexibility water-supply-pipe 2 in use, is fixed on fixing lower lock dog 11 with solid by the assembled anchor block 8 that the present embodiment provides
Determining between upper locking piece 12, then install top balancing weight 13, water-filling in flexible water-supply-pipe, flexible water-supply-pipe 2 i.e. can sink down into
At the bottom of stream or at the bottom of reservoir；Need under the situations such as installation, maintenance, position change at flexible water-supply-pipe, the most only need to empty flexible water delivery
Water body in pipe 2, top balancing weight 13 of then dismantling, due to buoyancy, flexible water-supply-pipe and the fixing lock dog docked up and down
Will together on bubble through the water column, so that maintenance, movement, spoil disposal etc. are more convenient to operate.Concrete, assembled anchor block 8 can
It is arranged on the level corner of flexible water-supply-pipe 2 to prevent water-supply-pipe from shifting, plays the effect of fixing flexible water-supply-pipe.
Last it is noted that various embodiments above is only in order to illustrate technical scheme, it is not intended to limit；To the greatest extent
The present invention has been described in detail by pipe with reference to foregoing embodiments, it will be understood by those within the art that: it depends on
So the technical scheme described in foregoing embodiments can be modified, or the most some or all of technical characteristic is entered
Row equivalent；And these amendments or replacement, do not make the essence of appropriate technical solution depart from various embodiments of the present invention technology
The scope of scheme.
Claims (9)
1. a self adaptation deformation inverted-siphon, it is characterised in that including: the flexible water-supply-pipe laid along river bed section, Yi Jishe
Put the deformation compensator on described flexible water-supply-pipe and pipeline long joining section；
Wherein, one end of described flexible water-supply-pipe connects the intake pool of inlet channel end, and the other end of described flexible water-supply-pipe is even
Pick out the discharge bay of water channel head end, one end of described flexible water-supply-pipe is provided with water inlet control valve, at described flexible water-supply-pipe
The other end be provided with outlet water control valve；
Described flexible water-supply-pipe is provided with the fixing anchor block for fixing described flexible water-supply-pipe and assembled anchor block, described
Fixing anchor block is used for fixing above-water flexible water-supply-pipe, and described assembled anchor block is for fixing the flexible water delivery of underwater portion
Pipe；
Described assembled anchor block is assembled by fixing lower lock dog, fixing upper locking piece and top balancing weight, described flexible water delivery
Pipe is located in the cylinder fore shaft of described fixing lower lock dog and the formation of described fixing upper locking piece, the inwall of described cylinder fore shaft
And it is provided with elastic caoutchouc packing ring between described flexible water-supply-pipe.
Self adaptation the most according to claim 1 deformation inverted-siphon, it is characterised in that described deformation compensator includes the first change
Shape compensator and the second deformation compensator, described pipeline long joining section includes the first pipeline long joining section and second pipe long joining section, institute
Stating the first deformation compensator and described first pipeline long joining section is arranged on one end of described flexible water-supply-pipe, described second deformation is mended
Repay device and described second pipe long joining section is arranged on the other end of described flexible water-supply-pipe.
Self adaptation the most according to claim 1 deformation inverted-siphon, it is characterised in that described deformation compensator is specially ripple
Formula deformation compensator or slidingtype deformation compensator.
Self adaptation the most according to claim 1 deformation inverted-siphon, it is characterised in that described flexible water-supply-pipe is that polyethylene is defeated
Water pipe.
Self adaptation the most according to claim 1 deformation inverted-siphon, it is characterised in that described fixing lower lock dog is by precast reinforced
First tetragonal body structure of concrete material is constituted, and the upper surface at described first tetragonal body offers the first semicolumn build lock
Mouthful, it is provided with in the both sides of described first semicolumn build fore shaft for connecting the vertical to docking spiral shell of described fixing upper locking piece
Bolt, is respectively arranged with lifting draw ring at described first tetragonal body two side elevation.
Self adaptation the most according to claim 5 deformation inverted-siphon, it is characterised in that in the periphery of described first tetragonal body also
It is provided with pile tube anchor hole, in order to described assembled anchor block is fixed on bold shore slope section.
Self adaptation the most according to claim 5 deformation inverted-siphon, it is characterised in that described vertically to the top to connecting bolt
Portion, is provided with protection nut, is full of butter in described protection nut, described vertically to connecting bolt to seal.
Self adaptation the most according to claim 5 deformation inverted-siphon, it is characterised in that described fixing upper locking piece is by precast reinforced
The boss structure of concrete material is constituted, and the lower surface at described boss offers corresponding with described first semicolumn build fore shaft
The second semicolumn build fore shaft, be provided with in the both sides of described second semicolumn build fore shaft for through described vertically to right
Connecting bolt vertically dock bolt hole, in order to be connected as one with described fixing lower lock dog by described fixing upper locking piece；
The upper surface center of described boss is provided with the steel column for connecting top balancing weight, on the top of described steel column
Portion is provided with horizontal pin keyhole；
Two side elevations at described boss are respectively arranged with lifting draw ring.
Self adaptation the most according to claim 8 deformation inverted-siphon, it is characterised in that described top balancing weight is by precast reinforced
Second tetragonal body structure of concrete material is constituted, and is provided with in the center of described second tetragonal body for standing through described steel
The assembling pilot hole of post, is respectively arranged with a hanger shape steel pin ring, described hanger in the both sides of described assembling pilot hole
The ring heart of shape steel pin ring and the hollow same level line that is positioned at of the horizontal pin keyhole at described steel column top, fixing pin is worn
Cross hanger shape steel pin ring and described horizontal pin keyhole that described assembling pilot hole both sides are respectively provided with, with by described fixing
Upper locking piece connects as one with described top balancing weight.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410371033.7A CN104131528B (en) | 2014-07-30 | 2014-07-30 | Self adaptation deformation inverted-siphon |
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| CN201410371033.7A CN104131528B (en) | 2014-07-30 | 2014-07-30 | Self adaptation deformation inverted-siphon |
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| CN104131528A CN104131528A (en) | 2014-11-05 |
| CN104131528B true CN104131528B (en) | 2016-08-31 |
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| CN104131528A (en) | 2014-11-05 |
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