CN103015368A - Device for blocking dike breach - Google Patents
Device for blocking dike breach Download PDFInfo
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- CN103015368A CN103015368A CN2012105744926A CN201210574492A CN103015368A CN 103015368 A CN103015368 A CN 103015368A CN 2012105744926 A CN2012105744926 A CN 2012105744926A CN 201210574492 A CN201210574492 A CN 201210574492A CN 103015368 A CN103015368 A CN 103015368A
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- steel pipe
- connecting rod
- riser
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
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Abstract
The invention discloses a device for blocking a dike breach. The device comprises combined steel pipe piles C, movable platforms B, a piling machine, upstream connecting rods E, downstream connecting rods F and horizontal tie rods D, wherein the movable platforms B are arranged on the combined steel pipe piles C through brackets G, the upstream connecting rods E are connected with the upper parts of the combined steel pipe piles C at the upstream of a pile net in a longitudinal direction, the downstream connecting rods F are connected with the upper parts of the combined steel pipe piles C at the downstream of the pile net in the longitudinal direction, and the horizontal tie rods D are connected with the upper parts of the combined steel pipe piles C at the upstream and the downstream of the pile net in a horizontal direction. According to the device disclosed by the invention, the dike breach is quickly and conveniently blocked, the standardization and the modularization of rescue work are realized, the rescue work is more convenient and quicker, the labor intensity is reduced, and the loss caused by flood disaster is reduced to the maximum.
Description
The application divides an application, the applying date of original application: 2011.03.20, and application number: 201110078093.6, denomination of invention: the device of shutoff dike breach.
Technical field
The present invention relates to a kind of plugging device, particularly a kind of device of shutoff dike breach.
Background technology
The device of piling at dike breach in being the application documents of 201010184689.X, the application number that is proposed by me is disclosed, after this scheme is implemented, really can be at piling at dike breach, 1., the combined steel pipe stake is after entry but in use find still to exist following problem:, because current are very sharp, wall pressure gets very tightly in stake and the carriage, and stake is extend into very useless power at the bottom of the dam in torrent.2., because in torrent, drive piles, stake accomplishes fluently that rear unavoidable some is crooked.When the gradient of stake was larger, owing to not adjusting the device of level on the carriage, the verticality of mobile platform was difficult to ensure card.3., owing to there not being special-purpose connector, so that it is slower to form the speed of stake net by independent stake, and operation complexity comparatively.4., the lower chamber of air cylinder exhaust of piston impact cylinder and tension weight churning cylinder has some setbacks fail to give full play to so that impact the impact force of cylinder output.If the bend radius of stack must be increased and increase the stack cross section, the distribution cross section of distributing valve also need increase simultaneously, so that the volume of pile driver increases, weight increases.5., the push rod of tension weight churning cylinder is comprised of solid push rod and hollow push rod, manufacturing process is complicated, and functional reliability is relatively poor, easily damages.6. after the stake net formed, the progress that shutoff is burst was just put to death the speed that fills up the stake net in mount.If because environment is abominable, the equipment of the speedily carrying out rescue work personnel that can't launch, speedily carry out rescue work are less again, also can't block bursting fast even so accomplished fluently stake.
Summary of the invention
The objective of the invention is: for solving the deficiencies in the prior art, provide the quickly and easily device of shutoff dike breach of a cover.Make rescue realize standardization, modularization, more convenient, reduce labour intensity, reduce to greatest extent the loss that floods cause.
The technical solution adopted in the present invention is as follows: the device of shutoff dike breach of the present invention by: combined steel pipe stake, inter-tie, upstream connecting rod, downstream connecting rod, anchor device, carriage, mobile platform, soon arrange formula piston impact pile driver, arrange formula tension weight churning pile driver etc. soon and form.
In the present invention: employed pile body is the combined steel pipe stake.
Employed impulse source is: arrange soon formula piston impact cylinder, arrange formula tension weight churning cylinder soon.
Employed power source is: compressed air.
The combined steel pipe stake of breach upstream vertically connects with the upstream connecting rod, and the combined steel pipe stake in breach downstream vertically connects with the downstream connecting rod.Combined steel pipe stake in the same cross section in upstream and downstream is connected with the downstream connecting rod by the upstream connecting rod with inter-tie.
Described fast row's formula tension weight churning cylinder is comprised of weight, cylinder, piston, push rod, upper cover plate, lower shoe, high-pressure air pipe, admission valve, outlet valve, distributing valve etc.Two tension weight churning cylinders are symmetrically arranged on support, and fast-discharge valve all is housed on the lower shoe of two tension weight churning cylinders, and admission valve and outlet valve are contained on the upper cover plate of same tension weight churning cylinder.Upper cover plate, lower shoe are contained on the cylinder with 4 studs, and piston is contained in the lower end of push rod, and weight is contained in the upper end of push rod.Connect admission valve, outlet valve, distributing valve, fast-discharge valve and upper cover plate, lower shoe with tracheae.Under compressed-air actuated effect, by the automatic control of distributing valve, piston and weight are pumped and produce impact.
Described fast row's formula piston impact cylinder is comprised of cylinder, piston, upper cover plate, lower shoe, high-pressure air pipe, admission valve, outlet valve, distributing valve etc.Two piston impact cylinders are symmetrically arranged on support, and admission valve and outlet valve are contained on same the piston impact cylinder.Fast-discharge valve all is housed on the lower shoe of two piston impact cylinders, and upper cover plate, lower shoe are contained on the cylinder with 4 studs, and piston is contained in the cylinder the inside, and outlet valve is contained on the lower shoe, and admission valve is contained on the upper cover plate.High-pressure air pipe connects admission valve, outlet valve, distributing valve, fast-discharge valve and upper cover plate, lower shoe.Under compressed-air actuated effect, by the automatic control of distributing valve, piston is pumped and produce impact.
Described support is comprised of gusset, base plate, otic placode, U-shaped plate, latch, liner, panel etc.Panel and base plate are contained in respectively on the U-shaped plate, between panel, base plate and U-shaped plate gusset are housed, and have pin-and-hole on the U-shaped plate, and latch is hinged with the otic placode that is contained on the U-shaped plate by bolt.Panel is provided with installs the installing hole that impacts cylinder.Support casing in the combined steel pipe stake, is passed pin-and-hole on the U-shaped plate and the pin-and-hole in the combined steel pipe stake with bearing pin, and the bolt of tightening again on the latch just can be pressed on support in the combined steel pipe stake.
Described mobile platform is comprised of balladeur train, operating platform, column, lead, arm etc.Column and lead are contained on the balladeur train, and operating platform is contained on column and the lead, and arm is contained on the operating platform.
Described locating rack be divided into horizontally rotate the part and the vertical rotary part.Horizontally rotate on the base plate of part and have a long lumbar hole, sliding sleeve passes on the base plate of lead that long lumbar hole is connected to operating platform, and base plate can be along sliding sleeve translation and rotation, the upper hinge ear that is equipped with along the front portion of base plate.On the base plate of vertical rotary part three risers are housed, two risers wherein form an opening frame, in the opening frame guide wheel is housed, the front end of opening frame is equipped with rotating clamp, the front end of another piece riser is equipped with end plate, be welded with nut on the end plate, lock(ing) bolt passes the through hole at nut and end plate middle part, and rest pad and locating piece are contained on the base plate of another lead of operating platform.Bearing pin passes the fraising at riser and otic placode rear portion and upper vertical rotary partly being hinged on along anterior hinge ear of base plate horizontally rotates on the part, and the vertical rotary part can vertically be rotated.
Latch segment and the lock bolt of the stake of clamping combined steel pipe are equipped with in described leading truck middle part, and two ends respectively are equipped with two guide wheels and are enclosed within on the lead of mobile platform, and leading truck can be moved up and down along lead.
In described carriage: about respectively have a carrying roller to be contained in respectively in the roller seat, two roller seats connect with a connecting rod, two of connecting rod respectively fill an adjusting seat, in the screwed hole of adjusting seat bolt are housed, and rotate this bolt and the rigidity mobile platform can be risen.Movable snap close is housed on the grip block is used for the stake of clamping combined steel pipe, grip block is provided with four screwed holes.A supporting plate is housed respectively on two roller seats, have altogether on two blocks of supporting plates four with grip block on four through holes that screwed hole is corresponding, wherein one is circular hole, in addition three just take the center of this circular hole as the center of circle, take the long arc-shaped holes to the length of this center of circular hole as radius.After unclamping bolt, supporting plate and grip block can relative adjustment centered by circular hole, make carriage maintenance level.
On the connecting rod of described downstream: on the web of connecting rod rear end along under the web that rear junction plate, front end are housed on the plane along front junction plate is housed on the plane, be equipped with on the outer side wing edge of connecting rod front end on baffle plate, the inboard edge of a wing tight locking button be housed.Bolt and the pressing plate of hawser are housed to compress at the base plate that connects connecting rod two side wing edges.
On the connecting rod of described upstream: bolt and the pressing plate of hawser is equipped with to compress in the rear end on the upper plane of connecting rod, and tight locking button is equipped with at the middle part on upper plane, and the front end of connecting rod also is equipped with a tight locking button.
Described anchor device is by inter-tie, hawser, self-fastening button, connecting rod and positioning and locking spanner etc. form under water.Inter-tie is by the fixedly interior combined steel pipe stake of the same cross section in upstream and downstream of upstream connecting rod, downstream connecting rod, self-fastening button is contained in the lower end of upstream combination steel pipe pile, with an end anchoring of hawser, the other end of hawser is locked in the pressing plate of upstream connecting rod or downstream connecting rod.
When bursting with device shutoff provided by the present invention, the Specific construction scheme is as follows:
When shutoff is burst, depending on the depth of water and the row of flow velocity decision piling and the outfit of anchor device of breach place.
When the breach degree of depth during less than 3 meters, each makes a call to upstream and downstream a campshed and gets final product, and connecting rod is contained in be about 50 centimetres away from river bed under water.
In dykes and dams two sides of an end of bursting, squeeze into respectively two piles along the length direction that bursts, connect two piles of upstream with the upstream connecting rod, connect two piles in downstream with the downstream connecting rod, connect the stake of the upstream and downstream in the same cross section with inter-tie.
The combined steel pipe stake that has fixed at upstream and downstream respectively installs carriage, assembles respectively mobile platform again, mixes fast row's formula tension weight churning pile driver at mobile platform and just can drive piles.Two mobile platforms advance synchronously, accomplish fluently a pile after, install first the upstream and downstream connecting rod, refill inter-tie.Then the combined steel pipe stake in the upstream fills a self-fastening button that installs hawser, allow self-fastening button slide into the river bed along the combined steel pipe stake, move hawser to downstream, walk around the combined steel pipe stake from the upper edge of downstream connecting rod, between two hold-down bolts, pass and strain again, install the first block pressur plate at bolt, hawser is compressed.Again with hawser in the combined steel pipe stake behind three circles, again pass behind the hold-down bolt with the second block pressur plate compression with anti-slip.Last under slide rail the combined steel pipe stake on edge install carriage, unclamp and lift leading truck, unclamp the pressing plate that compresses slide rail, with the mobile platform reach, prepare to lay a pile.
Reach along with mobile platform, the stake net is progressively forming, the stake net of this moment has had enough intensity, but also do not possess the function of blocking water, also need to carry out following work: the combined steel pipe stake in the downstream installs connecting rod under water, at this moment between two adjacent combined steel pipe stakes, form a vertical plane by the downstream connecting rod with connecting rod under water.In this vertical plane, with fast row's formula piston impact cylinder combined steel pipe stake flat raft is squeezed into, equaled to have formed an obstructing surface with the combined steel pipe stake, only have the water about 10% between the slit of stake, to flow out.
Greater than 3 meters during less than 5 meters, two campsheds are made a call in the upstream, a campshed is made a call in the downstream in the breach degree of depth.
Fill a self-fastening button that installs hawser in upstream second row combined steel pipe stake, allow self-fastening button slide into the river bed along the combined steel pipe stake, move hawser to downstream, then the combined steel pipe stake in the downstream installs connecting rod under water, hawser is walked around from connecting rod under water, between two hold-down bolts, pass and strain after the combined steel pipe stake is walked around on the upper edge of the upstream connecting rod from the second row combined steel pipe stake of upstream again, install the first block pressur plate at bolt, hawser is compressed.Again with hawser in the combined steel pipe stake behind three circles, again pass behind the hold-down bolt with the second block pressur plate compression with anti-slip.Connecting rod is contained in be about 2 meters away from river bed under water, with fast row's formula piston impact cylinder combined steel pipe stake flat raft is squeezed at last and has been formed obstructing surface.
During greater than 5 meters, a campshed is made a call in the downstream in the breach degree of depth, and the row of upstream piling is looked concrete condition and set up, and connecting rod is also set up synchronously under water simultaneously.
Fast row's formula tension weight churning pile driver among the present invention and fast row's formula piston impact pile driver, owing to having installed fast-discharge valve, the impact force that makes progress during piston stroking upward is very little, stake is almost altered on not.And the cavity of resorption exhaust velocity is accelerated greatly, and the back pressure when making descent of piston is minimum, and operating efficiency improves about 4 times.
The device of shutoff dike breach provided by the present invention, can be quickly and efficiently at piling at dike breach and form obstructing surface, and after whole stake net finished, most flowing water were blocked.Above the whole breach place water surface, laid simultaneously the working platform of the usefulness of damming at last.Not only the constructor not be used in underwater operation in piling, and the constructor who transports mount when in the end damming also can quickly and easily walking on platform, and the mount of the usefulness of will damming is transported to the optional position of breach.Shorten to greatest extent and speedily carry out rescue work the time, reduce damage from a flood, reduce labor intensity, reduce constructor's security risk.
Description of drawings
Fig. 1 is total schematic diagram of shutoff dike breach device.
Fig. 2 is the schematic diagram of arranging soon formula tension weight churning pile driver.
Fig. 3 is the structure chart of fast-discharge valve.
Fig. 4 is the structure chart of arranging soon formula tension weight churning pile driver.
Fig. 5 is the rack assumption diagram of arranging soon formula tension weight churning pile driver.
Fig. 6 is the structure chart of arranging soon formula piston impact pile driver.
Fig. 7 is the structure chart of arranging soon formula piston impact pile driver support.
Fig. 8 is the structure chart of locating rack.
Fig. 9 is layout plan on the slide rail.
Figure 10 is the leading truck structure chart.
Figure 11 is the mobile platform schematic diagram.
Figure 12 is carrier structure figure.
Figure 13 is downstream connecting rod structure chart.
Figure 14 is upstream connecting rod structure chart.
Figure 15 is a net anchoring schematic diagram.
Figure 16 is a net connection diagram.
Figure 17 is the self-fastening button structure chart.
Figure 18 is connecting rod schematic diagram under water.
Figure 19 is the work sheet of connecting rod locking under water.
Figure 20 is hexagon socket head cap screw device for screwing up structure chart.
The specific embodiment
The present invention is further detailed explanation below in conjunction with accompanying drawing.
Fig. 1 is total schematic diagram of shutoff dike breach device.Listed each member cloth configuration state in the device of shutoff dike breach among the figure.Combined steel pipe stake C is arranged in respectively upstream and downstream along the length direction that bursts, and (this figure middle and upper reaches are two rows, the downstream is a row), connect with upstream connecting rod E between the upstream combination steel pipe pile C, connect with downstream connecting rod F between the downstream combination steel pipe pile C, inter-tie D fixes the combined steel pipe stake C in same cross section, upstream and downstream by upstream connecting rod E and downstream connecting rod F.Carriage G is contained in the top of upstream connecting rod E or downstream connecting rod F, and mobile platform B is contained in the upper edge of carriage G.Leading truck H is contained on the column of mobile platform B, and the combined steel pipe stake C that not yet squeezes into passes locating rack Q, top is clamped in the leading truck H, and fast row's formula tension weight churning pile driver of arranging soon formula tension weight churning cylinder A and being impulse source is contained on the combined steel pipe stake C.
Fig. 2 is the schematic diagram of arranging soon formula tension weight churning pile driver.Among the figure: distributing valve N is housed on the support J, cylinder A3 is contained between upper cover plate A4 and the lower shoe A5, upper cover plate A4 is connected stud to connect with lower shoe A5, connecting hole on the lower shoe A5 is screwed hole, and the lower end of stud is stretched out lower shoe A5 and passed that support J is upper to be contained on the support J along the through hole on the panel.Two fast-discharge valve K be contained in respectively two lower shoe A5 below.Admission valve L and outlet valve M are contained in same upper cover plate A4 upper (another is arranged on the upper cover plate of formula tension weight churning cylinder does not soon have admission valve and outlet valve), and the interior piston of push rod A2 lower end and cylinder A3 is connected, and heavy punch piece A1 is equipped with in the upper end.The profile of heavy punch piece A1 is cylinder, and there is a circular hole that matches with push rod A2 upper end the centre, and heavy punch piece A1 can make a slice or several pieces.Bite type is made in a slice heavy punch piece topmost and the junction of push rod A2, and it can not be relatively rotated.There is a screwed hole at the center, upper end of push rod A2, by bolt heavy punch piece A1 is pressed on the push rod.
Fig. 3 is the structure chart of fast-discharge valve K, and fast-discharge valve K contains Ka and two kinds of structures of Kb.In the drawings: (1) is the structure chart of Ka, and (2) are the structure charts of Kb, and (3) are the top views of the valve body K7 of Ka and Kb.In Ka: the top of valve body K7 has exhaust opening K1, the bottom has air guide port K4, and spool K2 is contained in the inside of valve body K7.The center of spool K2 has that air guide port K3, upper surface are equipped with planar seal ring K5, sealing ring K6 is equipped with in the lower end, and Ka is contained in the lower plane of lower shoe A5.In Kb: the top of valve body K7 has exhaust opening K1, the bottom has air guide port K4, and spool K8 is contained in the inside of valve body K7.Planar seal ring K5 is equipped with in the upper surface of spool K8, sealing ring K6 is equipped with in the lower end, and Kb is contained in the lower plane of lower shoe A5.Fast-discharge valve Kb is identical with the operating principle of fast-discharge valve Kb, just the compressed air that enters among the Ka by air guide port K4 is divided into two the tunnel, the air guide port K4 that one road compressed air enters Kb is responsible for and will pushes away on the spool K8, and another road compressed air enters lower chamber of air cylinder by the aperture K9 on the lower shoe.The aperture of the upper through hole that links to each other with fast-discharge valve K of lower shoe A5 is less than the internal diameter of valve body K7, and its aperture ratio was more preferably greater than 1: 1.2.
Fig. 4 is the structure chart of arranging soon formula tension weight churning pile driver.Shown in the figure is the original state of arranging soon formula tension weight churning cylinder A: the piston A6 in the cylinder A3 is contained in the lower end of push rod A2, and the lower surface of push rod A2 exceeds the lower surface of piston A6, heavy punch piece A1 is contained in the upper end of push rod A2, heavy punch piece A1 is pressed on the spool M1 of outlet valve M, and outlet valve M is opening; Admission valve L is in closed condition; The lower end of push rod A2 is pressed on the upper plane of lower shoe A5; Fast-discharge valve Ka is opening; Air inlet port N5 on the distributing valve N and two air guide port N6 are conducting state.On distributing valve N: two air guide port N6 link to each other with the air guide port K4 of two fast-discharge valve Ka with tracheae, air inlet port N5 links to each other with source of the gas, air inlet port N5 links to each other with air inlet port L1 on the admission valve L with tracheae again, air inlet port N2 links to each other with gas outlet L2 on the admission valve L with tracheae, two air guide port N4 link to each other with the epicoele of cylinder A3 through the upper cover plate A4 of two fast row's formula tension weight churning cylinders with tracheae respectively, and gas outlet N8 usefulness tracheae links to each other with air inlet port M3 on the outlet valve M.
The course of work of fast row's formula tension weight churning pile driver is as follows: open gas source switch, compressed air is entered the cavity of resorption of valve body K7 by the air guide port K4 on the fast-discharge valve Ka from air guide port N6 through the air inlet port N5 on the distributing valve N.After compressed air entered from air guide port K4, because the air guide area of the air guide port K3 on the spool K2 is very little, and this moment, exhaust opening K1 opened, and the air-flow of discharging from air guide port K3 is discharged by exhaust opening K1, and the upper plane of spool K2 does not almost have pressure.Compressed air promotes spool K2 and moves on fast, makes planar seal ring K5 seal through hole on the lower shoe A5, and fast-discharge valve Ka is closed condition, and compressed air enters the cavity of resorption of two cylinders through lower shoe A5.Because the area of spool K2 is greater than the area of the through hole on the lower shoe A5, so planar seal ring K5 still can seal the through hole on the lower shoe A5 when lower cavity pressure raise again, because the air guide area of the air guide port K3 on the spool K2 is very little, this moment, piston A6 promotion push rod A2 and heavy punch piece A1 rose at a slow speed, heavy punch piece A1 leaves the spool M1 of outlet valve M simultaneously, and spool M1 closes outlet valve M under the effect of spring force.Piston A6 stops to rise when the lower plane of upper cover plate A4 is run on the upper plane of piston A6.The upper plane of piston A6 is with the spool L3 jack-up of admission valve L simultaneously.In the process that piston A6 rises, the air of cylinder A3 epicoele is discharged through exhaust opening N3 by air guide port N4 through upper cover plate A4 and tracheae.
After the spool L3 of admission valve L is by jack-up, compressed air is entered the epicoele of distributing valve N again from the air inlet port N2 on the distributing valve N by tracheae through gas outlet L2 by the air inlet port L1 on the admission valve L through tracheae from air inlet port N5, compressed air promotes valve core cap N1 and spool N9 moves down, after spool N9 moves down and puts in place, seal the air flue between air inlet port N5 and the air guide port N6, air guide port N6 and exhaust opening N7 conducting, the compressed air of the valve body K7 cavity of resorption of fast-discharge valve Ka is discharged from exhaust opening N7 through air guide port N6 and tracheae, and the lower plane thrust of spool K2 almost disappears.Move down under the promotion of the air pressure of spool K2 in the cylinder A3 on upper plane cavity of resorption, the exhaust opening K1 on the valve body K7 opens, and the compressed air in the cylinder A3 cavity of resorption sprays fast from exhaust opening K1.Simultaneously, valve core cap N1 seals the air flue between exhaust opening N3 and the air guide port N4, air inlet port N5 and air guide port N4 conducting, compressed air enters respectively the epicoele of two cylinder A3 through tracheae from air inlet port N5 and air guide port N4, pushing piston A6, push rod A2, heavy punch piece A1 are descending fast, the upper plane of lower shoe A5 is impacted in the lower surface of push rod A2, and the energy that piston A6, push rod A2, heavy punch piece A1 are put aside in descending process is delivered on the combined steel pipe stake C by support J.
When heavy punch piece A1 arrives bottom dead centre, the spool M1 that the lower plane of heavy punch piece A1 promotes outlet valve M descends, air inlet port M3 and exhaust opening M2 conducting, compressed air in the epicoele of distributing valve N is discharged through air inlet port M3 and exhaust opening M2 by tracheae from gas outlet N8, spool N9 and the valve core cap of distributing valve N are got back to top dead-centre under the effect of spring force, again seal the air flue between exhaust opening N7 and air guide port N6, air inlet port N5 and the air guide port N4 simultaneously; Open the air flue between air inlet port N5 and air guide port N6, air guide port N4 and the exhaust opening N3, enter next operation cycle.
Fig. 5 is the rack assumption diagram of arranging soon formula tension weight churning pile driver.Among the figure: (1) is that the right view of support J, front elevation drawing, (3) that (2) are support J are the top views of support J.Support J bilateral symmetry is comprised of gusset J1, base plate J2, otic placode J3, U-shaped plate J5, latch J6, liner J7, panel J8 etc.Panel J8 is contained in the upper end of U-shaped plate J5, and base plate J2 is contained in the middle and lower part of U-shaped plate J5, between panel J8, base plate J2 and U-shaped plate J5 gusset J1 is housed, and has rectangle pin-and-hole J4 on the U-shaped plate J5, and otic placode J3 is contained on the U-shaped plate J5.The end of latch J6 has through hole, the other end has a downward opening, and the through hole end of latch J6 is hinged by bolt and otic placode J3, and openend is stuck between the pad and otic placode J3 on the lock bolt J9, and liner J7 is contained on the latch J6.Have the opening that inserts fast-discharge valve K at two panel J8, distributing valve N is contained on the base plate J2.During assembling that latch J6 is cocked, again the pin-and-hole J4 on the U-shaped plate J5 is aimed at the casing tube internal hole on the combined steel pipe stake C, the bearing pin insertion (there is a plane that processes on the face of cylinder of bearing pin, fit in the upper plane of this plane and pin-and-hole J4), pull lower latch J6, the nut of tightening on the lock bolt J9 just can be pressed on support J on the combined steel pipe stake C.
Fig. 6 is the structure chart of arranging soon formula piston impact pile driver: two fast row's formula piston impact cylinder P symmetries are installed on the support J, distributing valve N is housed on the support J, cylinder P2 is contained between upper cover plate P1 and the lower shoe P4, upper cover plate P1 is connected stud to connect with lower shoe P4, connecting hole on the lower shoe P4 is screwed hole, and the lower end of stud is stretched out lower shoe P4 and passed that support J is upper to be contained on the support J along the through hole on the panel.Two fast-discharge valve Ka be contained in respectively two lower shoe P4 below.Admission valve L is contained in upper cover plate P1, and upward (admission valve L and outlet valve M are contained on same fast row's formula piston impact cylinder, another is arranged does not soon have admission valve L and outlet valve M on the formula piston impact cylinder), piston is contained in the cylinder P2, outlet valve M be contained in lower shoe P4 below.
Shown in Fig. 6 is the original state of arranging soon the piston impact pile driver: the piston P3 in the cylinder P2 is at bottom dead centre, and piston P3 is pressed on the spool M1 of outlet valve M, and outlet valve M is opening; Admission valve L is in closed condition; Fast-discharge valve Ka is opening; Air inlet port N5 on the distributing valve N and two air guide port N6 are conducting state.On distributing valve N: two air guide port N6 link to each other with the air guide port K4 of two fast-discharge valves with tracheae, air inlet port N5 links to each other with source of the gas, air inlet port N5 links to each other with air inlet port L1 on the admission valve L with tracheae again, air inlet port N2 links to each other with gas outlet L2 on the admission valve L with tracheae, two air guide port N4 link to each other with the epicoele of cylinder P2 through the upper cover plate P1 of two fast row's formula piston impact cylinders with tracheae respectively, and gas outlet N8 usefulness tracheae links to each other with air inlet port M3 on the outlet valve M.
The course of work of fast row's formula piston impact pile driver is as follows: open gas source switch, compressed air is entered the cavity of resorption of valve body K7 by the air guide port K4 on the valve body K7 of fast-discharge valve Ka from air guide port N6 through the air inlet port N5 on the distributing valve N.After compressed air entered from air guide port K4, because the air guide area of the air guide port K3 on the spool K2 is very little, and this moment, exhaust opening K1 opened, and the air-flow of discharging from air guide port K3 is discharged by exhaust opening K1, and the upper plane of spool K2 does not almost have pressure.Compressed air promotes spool K2 and moves on fast, makes planar seal ring K5 seal through hole on the lower shoe P4, and fast-discharge valve Ka is closed condition, and compressed air enters the cavity of resorption of two cylinder P2 through lower shoe P4.Because the area of spool K2 is greater than the area of the through hole on the lower shoe P4, so planar seal ring K5 still can seal the through hole on the lower shoe P4 when lower cavity pressure raise again, because the air guide area of the air guide port K3 on the spool K2 is very little, this moment, piston P3 rose at a slow speed, piston P3 leaves the spool M1 of outlet valve M simultaneously, and spool M1 closes outlet valve M under the effect of spring force.Piston P3 stops to rise when the lower plane of upper cover plate P1 is run on the upper plane of piston P3.The upper plane of piston P3 is with the spool L3 jack-up of admission valve L simultaneously.In the process that piston P3 rises, the air of cylinder P2 epicoele is discharged through exhaust opening N3 by air guide port N4 through upper cover plate P1 and tracheae.
After the spool L3 of admission valve L is by jack-up, compressed air is entered the epicoele of distributing valve N again from the air inlet port N2 on the distributing valve N by tracheae through gas outlet L2 by the air inlet port L1 on the admission valve L through tracheae from air inlet port N5, compressed air promotes valve core cap N1 and spool N9 moves down, after spool N9 moves down and puts in place, seal the air flue between air inlet port N5 and the air guide port N6, air guide port N6 and exhaust opening N7 conducting, the compressed air of the valve body K7 cavity of resorption of fast-discharge valve Ka is discharged from exhaust opening N7 through air guide port N6 and tracheae, and the lower plane thrust of spool K2 almost disappears.Move down under the promotion of the air pressure of spool K2 in the cylinder P2 on upper plane cavity of resorption, the exhaust opening K1 on the valve body K7 opens, and the compressed air in the cylinder P2 cavity of resorption sprays fast from exhaust opening K1.Simultaneously, valve core cap N1 seals the air flue between exhaust opening N3 and the air guide port N4, air inlet port N5 and air guide port N4 conducting, compressed air enters respectively the epicoele of two cylinder P2 through tracheae from air inlet port N5 and air guide port N4, pushing piston P3 is descending fast, the boss of piston P3 lower surface impacts the upper plane of lower shoe P4, and the energy that piston P3 is put aside in descending process is delivered in the combined steel pipe C stake by support J.
When piston P3 arrives bottom dead centre, the spool M1 that the lower plane of piston P3 promotes outlet valve M descends, air inlet port M3 and exhaust opening M2 conducting, compressed air in the epicoele of distributing valve N is discharged through air inlet port M3 and exhaust opening M2 by tracheae from gas outlet N8, spool N9 and the valve core cap of distributing valve N are got back to top dead-centre under the effect of spring force, again seal the air flue between exhaust opening N7 and air guide port N6, air inlet port N5 and the air guide port N4 simultaneously; Open the air flue between air inlet port N5 and air guide port N6, air guide port N4 and the exhaust opening N3, enter next operation cycle.
Fig. 7 is the rack assumption diagram of arranging soon formula piston impact pile driver: (1) is that the right view of support J, front elevation drawing, (3) that (2) are support J are the top views of support J among the figure.Support J bilateral symmetry is comprised of gusset J1, base plate J2, otic placode J3, U-shaped plate J5, latch J6, liner J7, panel J10 etc.Panel J10 is contained in the upper end of U-shaped plate J5, and base plate J2 is contained in the middle and lower part of U-shaped plate J5, between panel J10, base plate J2 and U-shaped plate J5 gusset J1 is housed, and has rectangle pin-and-hole J4 on the U-shaped plate J5, and otic placode J3 is contained on the U-shaped plate J5.The end of latch J6 has through hole, the other end has a downward opening, and the through hole end of latch J6 is hinged by bolt and otic placode J3, and openend is stuck between the pad and otic placode J3 on the lock bolt J9, and liner J7 is contained on the latch J6.At the one jiao of stairstepping breach that has insertion fast-discharge valve K and outlet valve M in the outside of two panel J10, only have 3 through holes are installed on the panel J10, distributing valve N is contained on the base plate J2.Assemble method is identical with fast row's formula tension weight churning pile driver support.
Fig. 8 is the structure chart of locating rack: (1) is that front elevation drawing, (2) of locating rack are the top views of locating rack among the figure.Have a long lumbar hole on the base plate Q10, sliding sleeve Q2 passes on the base plate B8 of lead that long lumbar hole is connected to operating platform, and base plate Q10 can be along sliding sleeve Q2 translation and rotation, the upper hinge ear Q4 that is equipped with along the front portion of base plate Q10.Three riser Q5, Q11 and Q18 are housed on the base plate Q6, riser Q5 and riser Q11 form an opening frame, the opening of opening frame points to the upstream of current, bearing pin Q7 and guide wheel Q8 are housed in the opening frame, the front end of riser Q11 is equipped with hinge ear Q12, on the hinge ear Q12 clamp Q9 is housed, has the notch that matches with clamp Q9 on riser Q5 and the riser Q11.On riser Q18: the middle part is equipped with otic placode Q13, front end with threaded hole end plate Q16 is housed.Be welded with nut on the end plate Q16, lock(ing) bolt Q17 passes the through hole at nut and end plate Q16 middle part, and the cone pinnacle of lock(ing) bolt Q17 head enters in the taper hole of rest pad Q14.Rest pad Q14 and locating piece Q15 are contained on the base plate B2 of another lead of operating platform.Rotating shaft Q3 passes fraising and upper two the hinge ear Q4 along the front portion of base plate Q10 at riser Q5 and otic placode Q1 rear portion.The riser Q18 of locating piece Q15 and rest pad Q14 restriction horizontally rotates.
The using method of locating rack: combined steel pipe stake C is inserted in the square frame that guide wheel Q8 and clamp surround, adjust the position of combined steel pipe stake C with lock(ing) bolt Q17, the middle mind-set current updrift side of combined steel pipe stake C is offset about 2 centimetres (when inserting in the water because of combined steel pipe stake C, in the distance from the water surface to the river bed, because current are very fast, so that combined steel pipe stake bending downstream, this moment, there was skew in the center of pile top and mobile platform).Bolt on the adjustment otic placode Q13 makes it end face and contacts with the rear portion of rest pad Q14.After squeezing into combined steel pipe stake C about 50 centimetres, unclamp lock(ing) bolt Q17, clamp Q9 is pulled open, the cocked lock(ing) bolt Q17 that makes progress upwards rotates the first half of locating rack, makes combined steel pipe stake C leave the opening frame that guide wheel Q8 and riser Q5, Q11 surround.Then horizontally rotate locating rack, locating rack is rotated along sliding sleeve, locating rack is shifted out the home record of mobile platform.After accomplishing fluently this root combined steel pipe stake, observe the verticality of stake, in order to again adjust the side-play amount of stake when laying a pile.
Fig. 9 is layout plan on the slide rail.Among the figure: the base plate B5 of two root post B9 of mobile platform is contained in the front end on the upper plane of slide rail B1, junction plate B4 backward, be base plate B2, the B8 of two lead B3 more backward and be contained in locating rack Q on base plate B2, the B8, be locator card B7 more backward and be contained in location channel-section steel B6 among the locator card B7.Mobile platform moves forward, and stops when location channel-section steel B6 bumps against the combined steel pipe stake C that has fixed, and the center to center distance of adjacent two combined steel pipe stake C is remained unchanged.
Figure 10 is the leading truck structure chart.(1) is that front elevation drawing, (2) of leading truck H are the top views of leading truck H among the figure.The middle part of leading truck H is dull and stereotyped H4, the centre of dull and stereotyped H4 has the semicircular opening that matches with combined steel pipe stake C, two otic placode H7 are contained in two up and down of dull and stereotyped H4 semicircular opening one side, U-shaped hinge ear H10 is hinged on the opposite side of dull and stereotyped H4 semicircular opening by hinge H11, the afterbody of U-shaped hinge ear H10 is equipped with lock bolt H13, and bearing pin H12 penetrates from the through hole at U-shaped hinge ear H10 middle part and the through hole on the dull and stereotyped H4.The end of latch segment H9 is hinged on the otic placode H7 by hinge H8, and the other end has an opening, for lock bolt H13 horizontal hunting.Riser H5 and riser H6 are contained on the dull and stereotyped H4, and guide wheel H3 is contained in the inboard of riser H5 and riser H6 by bolt H2, in the position that riser H5 is relative with lead B3 center lock bolt H1 are housed.
The operating procedure of leading truck H is as follows: extract bearing pin H12, unclamp nut on the lock bolt H13, locking nut H13 is pulled open, latch segment H9 pulled open again.The lower end of combined steel pipe stake C is inserted in the semicircular opening that locating rack, upper end be inserted in dull and stereotyped H4, turns back latch segment H9, pulls into lock bolt H13, inserted bearing pin H12, in the water until river bed is down inserted in the combined steel pipe stake, tighten the nut on the lock bolt H13, unclamp lock bolt H1.
Figure 11 is the mobile platform schematic diagram.Mobile platform B is bottom-up to be respectively: slide rail B1; Base plate B2, base plate B5, base plate B8, junction plate B4, locator card B7, location channel-section steel B6; Column B9, lead B3; Operating platform B11; Arm B10.Make truss structural between the two root post B9, hanger B12 is equipped with in the upper end of arm B10, bearing support B14 is equipped with in the lower end, between the following and operating platform B11 of bearing support B14 free bearing B15 is housed, stop collar B13 is housed on the operating platform B11, and the back of bearing support B14 has a hanging deck to stretch into the inside of stop collar B13.One U-shaped opening is arranged on the operating platform B11, can hold fast row's formula tension weight churning cylinder and therefrom pass.Arm B10 can swing, and the angle of swing is controlled by stop collar.Pulley or small-sized Chain block are housed on the hanger B12, are used for assembling combined steel pipe stake and fast row's formula tension weight churning pile driver.
Figure 12 is carrier structure figure.(1) is that the front elevation drawing of carriage G, the top view that (2) are carriage G, front elevation drawing, (4) that (3) are grip block G1 are the front elevation drawings of supporting plate G6 and supporting plate G7 among the figure.On carriage G, about respectively have a carrying roller G4 to be contained in the roller seat G9, two roller seat G9 connect with a connecting rod G2, two of connecting rod G2 respectively fill an adjusting seat G3, in the screwed hole of adjusting seat G3 bolt is housed, rotates height and verticality that this bolt can be adjusted by slide rail B1 mobile platform.Movable snap close G5 is housed on the grip block G1 is used for the stake of clamping combined steel pipe, grip block G1 is provided with four screwed holes.Supporting plate G6 and supporting plate G7 are housed respectively on two roller seat G9, have two holes corresponding with the screwed hole on the grip block G1 on the supporting plate G7, respectively circular hole G8, and center take circular hole G8 as the center of circle, take to circular hole G8 center apart from the long arc-shaped holes of r3 as radius.Also have two holes corresponding with the screwed hole on the grip block G1 on the supporting plate G6, respectively take the center of circular hole G8 as the center of circle, take to circular hole G8 center apart from r1, the r2 long arc-shaped holes as radius.After unclamping bolt, supporting plate G6, G7 and grip block G1 can relative rotations centered by circular hole G8, make carriage maintenance level.
During installation, first carriage G is fitted on the combined steel pipe stake C, the upper plane of carrying roller G4 is fitted on the lower plane of slide rail B1, push down slide rail B1 with pressing plate G10.Tighten the bolt on the snap close G5, grip block G1 is clamped on the combined steel pipe stake C.Tighten again the connecting bolt between grip block G1 and supporting plate G6, the G7.
Figure 13 is downstream connecting rod structure chart.In the drawings: on baffle plate F3, the inboard edge of a wing tight locking button F6 is housed along being equipped with on the outer side wing edge that front junction plate F4, front end are housed along being equipped with under the web of rear junction plate F1, front end on the web of connecting rod F2 rear end, middle part two side wing edges are equipped with base plate F5.On rear junction plate F1 and the front junction plate F4 two corresponding connecting holes are arranged.Bolt and the pressing plate of hawser be equipped with to compress on the base plate F5.Junction plate F8 is housed on the tight locking button F6, and two hold-down bolt F9 are welded on the base plate F5, and pressing plate F7 is contained on the hold-down bolt F9, and hawser S2 passes between two hold-down bolt F9.Tight locking button F6 is clamped in the combined steel pipe stake, rear junction plate F1 is ridden on the front junction plate F4 of last downstream connecting rod that has installed, crowbar is passed the through hole of the upper rear end of rear junction plate F1 and front junction plate F4, shake crowbar to align another group through hole, penetrate again bolt and tighten.
Figure 14 is upstream connecting rod structure chart.(1) is that front elevation drawing, (2) of upstream connecting rod E are the top views of upstream connecting rod E among the figure.The upper plane of connecting rod E4 rear end is equipped with to compress on the bolt of hawser and pressing plate E1, the vertical plane and is had two through holes, and last through hole is worn connecting bolt, last through hole located with crowbar.Tight locking button E2 is equipped with at the middle part on upper plane, and the front end of connecting rod E4 also is equipped with a tight locking button E3, and the front end of tight locking button E3 has two through holes that match with connecting rod E4 rear end through hole.Tight locking button E3 clamps the combined steel pipe stake, and tight locking button E2 clamps inter-tie.
Figure 15 is a net anchoring schematic diagram, and (1) is that front elevation drawing, (2) of stake net are the left views of stake net among the figure, and Figure 16 is a net connection diagram.Figure 15 and shown in Figure 16 be correlation and anchorage style between each parts of stake net.The below describes as an example of 3～5 meters of the depth of waters example: according to the water (flow) direction among the figure, squeeze into row's combined steel pipe stake C in the downstream, squeeze into two row's combined steel pipe stake C in the upstream.On the combined steel pipe stake C in downstream: downstream connecting rod F is equipped with on top, connecting rod U under water is equipped with in the middle and lower part.On the combined steel pipe stake C of upstream: upstream connecting rod E is equipped with on top, self-fastening button S5 is equipped with in the bottom.The junction plate F8 of the front end of inter-tie D is connected with downstream connecting rod F, and the rear end is clamped on the connecting rod E of upstream.
The lower end of hawser S2, S3, S4 is connected on the self-fastening button S5, and the upper end of hawser S2 is pressed on the connecting rod F of downstream, and the upper end of hawser S3 walks around under water that connecting rod U is pressed on the connecting rod E of upstream, and the upper end of hawser S4 is pressed on the connecting rod E of another root upstream.The effect of hawser S4 is to allow two row's combined steel pipe stake C of upstream share the uplift force that hawser S2 produces.
Figure 17 is the self-fastening button structure chart.(1) is that front elevation drawing, (2) of self-fastening button are the top views of self-fastening button among the figure.Riser S6 is welded on the face of cylinder of retaining ring S8, and base plate S7 is welded in the bottom of riser S6 and retaining ring S8, and retaining ring S8 makes two semicircle shapes, and the front end of riser S6 has a through hole and is used for connection cable.The internal diameter of retaining ring S8 is a bit larger tham the external diameter of combined steel pipe stake.
Figure 18 is the schematic diagram of connecting rod U under water, and (1) is that front elevation drawing, (2) of connecting rod U under water are the top views of connecting rod U under water among the figure, and Figure 19 is the work sheet of connecting rod locking under water.In Figure 18 and Figure 19: the bottom of lock sleeve U3 is welded on the pin U1, two riser U2 are welded on the top of lock sleeve U3, be welded with gusset U7 on the lower bevel of two riser U2, be welded with on the end face of two riser U2 in a nut or flat board with threaded hole, the screw and hexagon socket head cap screw U8 be housed, an articulated latch segment U6 between two riser U2.Collar U4 and collar U5 weld together, and collar U5 is a clamping rings, and collar U4 can open, and collar U4 pine is enclosed within on the combined steel pipe stake C, and collar U5 pine is enclosed within on the pin U1.Lock sleeve U3 pine is enclosed within on the combined steel pipe stake C.State when (1) is depicted as latch segment U6 and unclamps among Figure 19, tighten and just become (2) after hexagon socket head cap screw latch segment U6 rotates and be depicted as state after the latch segment U6 locking.
Figure 20 is hexagon socket head cap screw device for screwing up structure chart.Because connecting rod is installed in the water under water, in torrent, can not employment in water, tighten hexagon socket head cap screw, can only install by this.Hexagon socket head cap screw device for screwing up shown in Figure 20 by steel pipe V1, attachment cap V2, snap close cover V3, pull out circle V4, bearing pin V5, lacing wire V6, hexagonal core V7 form.The length of steel pipe V1 is about 3 meters, is welded on the attachment cap V2, and there is an internal diameter at the center of attachment cap V2 greater than the through hole of lacing wire V6 external diameter, and attachment cap V2 makes up with screw thread and snap close cover V3.The central upper portion of snap close cover V3 is cylindrical hole, down is the hexagonal prismoid hole that matches with hexagonal core V7, down is the opening that matches with hexagon socket head cap screw U8 again, and there is a long lumbar hole that matches with bearing pin V5 at the middle part of snap close cover V3.Pulling out circle V4 pine is enclosed within on the snap close cover V3, the upper end horizontal direction of hexagonal core V7 has a through hole, vertical direction that one opening is arranged, lacing wire V6 is contained in this opening, and there is a through hole lower end of lacing wire V6, and the upper end is stretched out the top of steel pipe V1 and one section screw thread (being used for filling helps pull a cart) is arranged.Hexagonal core V7 is contained in the inside of snap close cover V3, and bearing pin V5 passes long lumbar hole, the through hole of hexagonal core V7 and the through hole of lacing wire V6 lower end that pulls out circle V4, snap close cover V3 middle part, on the end face of hexagonal core V7 spring is housed.
The using method of hexagon socket head cap screw device for screwing up is as follows: be pulled upwardly and pull out circle V4, the lower end of hexagonal core V7 is retracted within the inside of snap close cover V3, the hexagon socket head cap screw U8 that is contained on the connecting rod U is under water inserted in the opening of snap close cover V3 lower end, unclamp and pull out circle V4 and rotation lock retaining ring V3, the lower end of hexagonal core V7 is inserted under the effect of spring force in the hexagon ring of hexagon socket head cap screw U8, and the hexagon socket head cap screw device for screwing up of this moment becomes one with connecting rod U under water.Will be under water after connecting rod U is enclosed within the combined steel pipe stake, first with hawser S3 from passing under the connecting rod under water.Hold again steel pipe V1 will be under water connecting rod U move down, rotating steel tube V1 behind the arrival desired depth, tighten hexagon socket head cap screw U8, connecting rod U fixes under water, then be pulled upwardly and be contained in helping pull a cart of lacing wire V6 top, make the inside of the lower end indentation snap close cover V3 of hexagonal core V7, outwards will promote steel pipe V1 again, hexagon socket head cap screw U8 is separated with snap close cover V3.
Claims (10)
1. the device of shutoff dike breach, it contains combined steel pipe stake C, mobile platform B, pile driver, and described mobile platform B is contained on the combined steel pipe stake C by carriage G, it is characterized in that:
Also comprise
The upstream connecting rod E that connects the online trip of stake longitudinal combination steel pipe pile C top;
The downstream connecting rod F that connects stake trip longitudinal combination steel pipe pile C off the net top;
Connect the stake net transversely, the inter-tie D on downstream combination steel pipe pile C top.
2. the device of shutoff dike breach according to claim 1, it is characterized in that: described upstream connecting rod E is formed by connecting by some connecting rod E4, have through hole on the rear end vertical plane of described connecting rod E4, the first tight locking button E2 is equipped with on upper plane, the front end of connecting rod E4 also is equipped with the second tight locking button E3, the front end of the second tight locking button E3 has the through hole that matches with the connecting hole of connecting rod E4 rear end, described the second tight locking button E3 is used for clamping combined steel pipe C, and the first tight locking button is used for clamping inter-tie D.
3. the device of shutoff dike breach according to claim 1, it is characterized in that: described downstream connecting rod F is connected to form by some connecting rod F2, along being equipped with on front junction plate F4, the inboard edge of a wing tight locking button F6 is housed along being equipped with under the web of rear junction plate F1, front end on the web of described connecting rod F2 rear end, rear junction plate F1 is provided with corresponding connecting hole with front junction plate F4, and junction plate F8 is housed on the tight locking button F6.
4. the device of shutoff dike breach according to claim 3, it is characterized in that: the anchor device that also comprises the anchor pile net, described anchor device comprises hawser and self-fastening button S5, described self-fastening button is contained in the lower end of combined steel pipe stake, the lower end of described hawser is pressed on the self-fastening button S5, and the upper end of hawser is locked on upstream connecting rod or the downstream connecting rod.
5. the device of shutoff dike breach according to claim 4, it is characterized in that: described self-fastening button S5 comprises retaining ring S8, base plate S7 and riser S6, described base plate S7 is connected to the bottom of riser S6 retaining ring S8, the internal diameter of described retaining ring S8 is a bit larger tham the external diameter of combined steel pipe, and the front end of described riser S6 has the through hole of connection cable.
6. the device of shutoff dike breach according to claim 5, it is characterized in that: described anchor device also comprises the U of connecting rod under water that is arranged on the combined steel pipe of downstream, the described U of connecting rod under water comprises pin U1, two riser U2, lock sleeve U3, the first collar U4 and the second collar U5, lock sleeve U3 is connected on the pin U1, and riser U2 all is connected to the top of lock sleeve U3, nut or flat board with threaded hole all are housed on the end face of riser U2, bolt U8 is housed in the screw; Latch segment U6 is hinged between two riser U2; The first collar U4 and the second collar U5 link together, and the first collar U4 pine is enclosed within on the combined steel pipe stake C, the second collar U5 pine is enclosed within on the pin U1, lock sleeve U3 pine is enclosed within on the combined steel pipe stake C.
7. the device of shutoff dike breach according to claim 6, it is characterized in that: described bolt U8 is hexagon socket head cap screw, described hexagon socket head cap screw is by steel pipe V1, attachment cap V2, snap close cover V3, pull out circle V4, bearing pin V5, lacing wire V6, hexagonal core V7 forms, steel pipe V1 is welded on the attachment cap V2, there is an internal diameter at the center of attachment cap V2 greater than the through hole of lacing wire V6 external diameter, attachment cap V2 makes up with screw thread and snap close cover V3, the central upper portion of snap close cover V3 is cylindrical hole, it down is the hexagonal prismoid hole that matches with hexagonal core V7, down be the opening that matches with hexagon socket head cap screw U8 again, there is a long lumbar hole that matches with bearing pin V5 at the middle part of snap close cover V3, pulling out circle V4 pine is enclosed within on the snap close cover V3, the upper end horizontal direction of hexagonal core V7 has a through hole, vertical direction has an opening, lacing wire V6 is contained in this opening, there is a through hole lower end of lacing wire V6, the upper end is stretched out the top of steel pipe V1 and is had one section screw thread to be used for filling one and helps pull a cart, hexagonal core V7 is contained in the inside of snap close cover V3, bearing pin V5 passes and pulls out circle V4, the long lumbar hole at snap close cover V3 middle part, the through hole of the through hole of hexagonal core V7 and lacing wire V6 lower end is equipped with spring on the end face of hexagonal core V7.
8. the device of each described shutoff dike breach according to claim 1～7, described mobile platform B comprises slide rail B1, column B9, operating platform B11, lead B3, leading truck H, locating rack Q, described locating rack Q is positioned on the slide rail B1, described leading truck H is contained on the column B9, it is characterized in that: above the described slide rail B1 locator card B7 is housed, makes truss structural between the two root post B9 of mobile platform B.
9. the device of shutoff dike breach according to claim 8 is characterized in that: described locating rack Q comprises and horizontally rotates part and vertical rotary part;
The described part that horizontally rotates comprises the first base plate Q10, have a long lumbar hole on this first base plate Q10, sliding sleeve Q2 passes on the base plate B8 of lead B3 that long lumbar hole is connected to operating platform B11, and the first base plate Q10 can be along sliding sleeve Q2 translation and rotation, and hinge ear Q4 is equipped with in the front portion of the first base plate Q10;
Described vertical rotary partly comprises the second base plate Q6, on this second base plate Q6 three risers are housed, respectively the first riser Q5, the second riser Q11 and the 3rd riser Q18, described the first riser Q5 and the second riser Q11 form an opening frame, the opening of opening frame points to the upstream of current, and bearing pin Q7 and guide wheel Q8 are housed in the opening frame; The front end of described the second riser Q11 is equipped with hinge ear Q12, on this hinge ear Q12 clamp Q9 is housed, and has the notch that matches with clamp Q9 on described the first riser Q5 and the second riser Q11; Otic placode Q13 with threaded hole is equipped with at the middle part of described the 3rd riser Q18, and the front end of the 3rd riser Q18 is equipped with end plate Q16, is welded with nut on the end plate Q16, and lock(ing) bolt Q17 passes the through hole at nut and end plate Q16 middle part.
10. the device of shutoff dike breach according to claim 9, it is characterized in that, described carriage G comprises the roller seat G9 at two ends, the left and right sides, a carrying roller G4 respectively is housed in the described roller seat G9, connect by connecting rod G2 between the described roller seat G9, described carriage G also comprises grip block G1, and movable snap close G5 is housed on the described grip block G1, and grip block G1 is provided with pilot hole; Supporting plate G6 and supporting plate G7 being housed respectively on two roller seat G9, having the hole corresponding with the pilot hole on the grip block G1 on the supporting plate G7, is respectively hole G8, and take the center of circular hole G8 as the center of circle, take to G8 center, hole apart from the long arc-shaped holes of r3 as radius; Also have the hole corresponding with the pilot hole on the grip block G1 on the supporting plate G6, respectively take the center of hole G8 as the center of circle, to G8 center, hole apart from r1, the r2 long arc-shaped holes as radius.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210574492.6A CN103015368B (en) | 2011-03-20 | 2011-03-20 | The device of shutoff dike breach |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210574492.6A CN103015368B (en) | 2011-03-20 | 2011-03-20 | The device of shutoff dike breach |
| CN2011100780936A CN102182161A (en) | 2011-03-20 | 2011-03-20 | Device for blocking dike breach |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100780936A Division CN102182161A (en) | 2011-03-20 | 2011-03-20 | Device for blocking dike breach |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103015368A true CN103015368A (en) | 2013-04-03 |
| CN103015368B CN103015368B (en) | 2015-08-19 |
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ID=44568439
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210574491.1A Active CN103015420B (en) | 2011-03-20 | 2011-03-20 | Fast row's formula tension weight churning piling machine and fast row's formula piston impact piling machine |
| CN201210574492.6A Active CN103015368B (en) | 2011-03-20 | 2011-03-20 | The device of shutoff dike breach |
| CN2011100780936A Pending CN102182161A (en) | 2011-03-20 | 2011-03-20 | Device for blocking dike breach |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210574491.1A Active CN103015420B (en) | 2011-03-20 | 2011-03-20 | Fast row's formula tension weight churning piling machine and fast row's formula piston impact piling machine |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100780936A Pending CN102182161A (en) | 2011-03-20 | 2011-03-20 | Device for blocking dike breach |
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Cited By (6)
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| CN104266920A (en) * | 2014-10-15 | 2015-01-07 | 武汉大学 | Physical model experiment device and method for granular material anchoring effect under dynamic action |
| CN105421454A (en) * | 2015-11-27 | 2016-03-23 | 中交第二航务工程局有限公司 | Pile top supporting walking type moving piling platform |
| CN108691302A (en) * | 2017-04-07 | 2018-10-23 | 张传生 | A kind of dike breach fast plugging device |
| CN108797306A (en) * | 2018-08-09 | 2018-11-13 | 山东黄河河务局黄河河口管理局 | A kind of portable bridge cage emergency device |
| CN108951528A (en) * | 2018-08-09 | 2018-12-07 | 黄河水利委员会黄河水利科学研究院 | A method of it is speedily carried out rescue work using deep suspension bridge is limited |
| CN109098076A (en) * | 2018-09-28 | 2018-12-28 | 张鑫 | A kind of dykes and dams emergency control method |
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| CN102677644B (en) * | 2012-05-07 | 2015-05-20 | 胡洪新 | Movable platform for piling construction in torrential current |
| CN111411627B (en) * | 2019-12-12 | 2022-01-21 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Vehicle-mounted piling and plugging device |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104266920A (en) * | 2014-10-15 | 2015-01-07 | 武汉大学 | Physical model experiment device and method for granular material anchoring effect under dynamic action |
| CN105421454A (en) * | 2015-11-27 | 2016-03-23 | 中交第二航务工程局有限公司 | Pile top supporting walking type moving piling platform |
| CN108691302A (en) * | 2017-04-07 | 2018-10-23 | 张传生 | A kind of dike breach fast plugging device |
| CN108691302B (en) * | 2017-04-07 | 2022-01-14 | 重庆环利水电工程咨询设计有限公司 | Dykes and dams burst quick plugging device |
| CN108797306A (en) * | 2018-08-09 | 2018-11-13 | 山东黄河河务局黄河河口管理局 | A kind of portable bridge cage emergency device |
| CN108951528A (en) * | 2018-08-09 | 2018-12-07 | 黄河水利委员会黄河水利科学研究院 | A method of it is speedily carried out rescue work using deep suspension bridge is limited |
| CN108797306B (en) * | 2018-08-09 | 2020-02-04 | 山东黄河河务局黄河河口管理局 | Portable bridge cage emergency device |
| CN109098076A (en) * | 2018-09-28 | 2018-12-28 | 张鑫 | A kind of dykes and dams emergency control method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103015420A (en) | 2013-04-03 |
| CN102182161A (en) | 2011-09-14 |
| CN103015368B (en) | 2015-08-19 |
| CN103015420B (en) | 2016-05-25 |
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