CN103015420B - Fast row's formula tension weight churning piling machine and fast row's formula piston impact piling machine - Google Patents
Fast row's formula tension weight churning piling machine and fast row's formula piston impact piling machine Download PDFInfo
- Publication number
- CN103015420B CN103015420B CN201210574491.1A CN201210574491A CN103015420B CN 103015420 B CN103015420 B CN 103015420B CN 201210574491 A CN201210574491 A CN 201210574491A CN 103015420 B CN103015420 B CN 103015420B
- Authority
- CN
- China
- Prior art keywords
- valve
- contained
- connecting rod
- fast
- spool
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Check Valves (AREA)
Abstract
The invention discloses piling machine, is respectively to arrange soon formula tension weight churning piling machine and fast row's formula piston impact piling machine. These two kinds of piling machines all contain two and impact cylinder, this impact cylinder is symmetrically arranged on support, impact cylinder and include cylinder, upper cover plate and lower shoe, upper cover plate and lower shoe interconnect, and described cylinder is contained between upper cover plate and lower shoe, and lower shoe is contained on support, wherein on an impact cylinder, intake valve and air bleeding valve are housed, intake valve is positioned on upper cover plate, and air bleeding valve is positioned at below lower shoe, fast-discharge valve is also housed below lower shoe. The present invention is by fast-discharge valve is housed below lower shoe, thereby makes the lower chamber of air cylinder exhaust in these two kinds of piling machines more smooth and easy, more gives full play to the effect of impulsive force.
Description
The application is divisional 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 piling machine, is respectively to arrange soon formula tension weight churning piling machine and fast row's formula piston impactPiling machine.
Background technology
Dykes and dams are disclosed in the application documents that are 201010184689.X at the application number being proposed by me certainlyThe device of mouthful place piling, after this scheme implementation, really can be at piling at dike breach, but in useFind still to have a following problem: 1., combined steel pipe stake entering after water, because current are very sharp, stake and holderWall pressure obtains very tightly in frame, stake is extend in torrent to very useless power at the bottom of dam. 2., because beat in torrentStake, stake accomplishes fluently that rear unavoidable some is crooked. In the time that the gradient of stake is larger, owing to not adjusting on bracketThe device of level, the perpendicularity of mobile platform is difficult to ensure card. 3., owing to there is no special connector,Make to form a speed of net by independent stake slower, and operation is comparatively complicated. 4., piston impactThe lower chamber of air cylinder exhaust of cylinder and tension weight churning cylinder has some setbacks, and makes the impulsive force of impacting cylinder output fail to fillDivide performance. If the bending radius of blast pipe must be increased and increase blast pipe cross section, join simultaneouslyThe distribution cross section of air valve also needs to increase, and the volume of piling machine is increased, and weight increases. 5., weightThe push rod that impacts cylinder is made up of solid push rod and hollow push rod, manufacturing process complexity, and also work canPoor by property, easily damage. 6. after stake net forms, the progress that shutoff is burst is just put to death in mount and is filled outThe speed of full stake net. If because environment is severe, the equipment of the speedily carrying out rescue work personnel that cannot launch, speedily carry out rescue work are less again,Even if so having accomplished fluently stake also cannot block bursting fast.
Summary of the invention
The object of the invention is: for solving the deficiencies in the prior art, providing a set of can seal quickly and easilyThe device of stifled dike breach. Make rescue realize standardization, modularization, more convenient, fallLow labour intensity, reduces the loss that floods cause to greatest extent.
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, bracket, moveMoving platform, arrange formula piston impact piling machine soon, arrange the compositions such as formula tension weight churning piling machine soon.
In the present invention: the pile body using is combined steel pipe stake.
The impulse source using is: arrange soon formula piston impact cylinder, arrange formula tension weight churning cylinder soon.
The power source using is: compressed air.
The combined steel pipe stake of breach upstream longitudinally connects with upstream connecting rod, the combined steel pipe in breach downstreamStake longitudinally connects with downstream connecting rod. Combined steel pipe stake in the same cross section in upstream and downstream by level isBar is connected with downstream connecting rod by upstream connecting rod.
Described fast row's formula tension weight churning cylinder by weight, cylinder, piston, push rod, upper cover plate, go to the bottomThe compositions such as plate, high-pressure air pipe, intake valve, air bleeding valve, distributing valve. Two tension weight churning cylinder left and right are rightClaim to be arranged on support, fast-discharge valve, intake valve and row are all housed on the lower shoe of two tension weight churning cylindersAir valve is contained on the upper cover plate of same tension weight churning cylinder. Upper cover plate, 4 studs for lower shoeBe contained on cylinder, piston is contained in the lower end of push rod, and weight is contained in the upper end of push rod. With tracheae connect intoAir valve, air bleeding valve, distributing valve, fast-discharge valve and upper cover plate, lower shoe. Under compressed-air actuated effect,By the automatic control of distributing valve, make piston and weight pump and produce impact.
Described fast row's formula piston impact cylinder by cylinder, piston, upper cover plate, lower shoe, high-pressure air pipe,The compositions such as intake valve, air bleeding valve, distributing valve. Two piston impact cylinders are symmetrically arranged on support,Intake valve and air bleeding valve are contained on same piston impact cylinder. On the lower shoe of two piston impact cylinders allFast-discharge valve is housed, and upper cover plate, lower shoe are contained on cylinder with 4 studs, and piston is contained in cylinderThe inside, air bleeding valve is contained on lower shoe, and intake valve is contained on upper cover plate. High-pressure air pipe connection intake valve,Air bleeding valve, distributing valve, fast-discharge valve and upper cover plate, lower shoe. Under compressed-air actuated effect, pass throughThe automatic control of distributing valve, pumps piston and produces impact.
Described support is by groups such as gusset, base plate, otic placode, U-shaped plate, latch, liner, panelsBecome. Panel and base plate are contained in respectively on U-shaped plate, between panel, base plate and U-shaped plate, gusset are housed,On U-shaped plate, have pin-and-hole, latch is by bolt and to be contained in otic placode on U-shaped plate hinged. On panelBe provided with the installing hole that impacts cylinder is installed. Support casing, in combined steel pipe stake, is passed to U-shaped plate by bearing pinOn pin-and-hole and the pin-and-hole in combined steel pipe stake, then the bolt of tightening on latch just can compress supportIn combined steel pipe stake.
Described mobile platform, is made up of balladeur train, operating platform, column, lead, arm etc.Column and lead are contained on balladeur train, and operating platform is contained on column and lead, and arm is contained in operationOn platform.
Described locating rack be divided into horizontally rotate part and vertical rotary part. Horizontally rotate the end of partOn plate, have a long lumbar hole, sliding sleeve is connected on the base plate of lead of operating platform through long lumbar hole,Base plate can be along sliding sleeve translation and rotation, the upper hinge ear that is equipped with along front portion of base plate. Vertical rotary partThree risers are housed on base plate, and an opening frame of two riser compositions wherein, is equipped with and leads in opening frameWheel, the front end of opening frame is equipped with rotating clamp, and the front end of another piece riser is equipped with end plate, end plateOn be welded with nut, lock(ing) bolt is through the through hole at nut and end plate middle part, rest pad and locating piece are contained inOn the base plate of another lead of operating platform. Bearing pin through the fraising at riser and otic placode rear portion andThe anterior hinge ear in upper edge of base plate is hinged on vertical rotary part to horizontally rotate part above, makes vertically to revolveTransfer part is divided and can vertically be rotated.
Latch segment and the clamping screw for clamping combined steel pipe stake, two are equipped with in described leading truck middle partEnd is respectively equipped with two guide wheels and is enclosed within on the lead of mobile platform, makes the leading truck can be along moving down on leadMoving.
In described bracket: left and right respectively has a carrying roller to be contained in respectively in roller seat, two roller seatsWith a connecting rod connection, two of connecting rod respectively fill an adjusting seat, and the screwed hole of adjusting seat is in-builtThere is bolt, rotate this bolt and rigidity mobile platform can be risen. Movable snap close is housed on grip block to be usedClamp combined steel pipe stake, grip block is provided with four screwed holes. On two roller seats, be equipped with respectivelyA supporting plate, on two blocks of supporting plates, have altogether four with four through holes that screwed hole is corresponding on grip block,Wherein one is circular hole, another three just taking the center of this circular hole as the center of circle, with the length to this center of circular holeDegree is the long arc-shaped holes of radius. Unclamp after bolt, supporting plate can be exchanged mutually with grip block centered by circular holeWhole, make bracket maintenance level.
On described downstream connecting rod: on the web of connecting rod rear end along in plane, be equipped with rear connecting plate,Under the web of front end along front connecting plate is housed in plane, on the outer side wing edge of connecting rod front end, be equipped with baffle plate,Tight locking button is equipped with on the edge of a wing in inner side. On the base plate that connects connecting rod two side wing edges, be equipped with for compressing cableBolt and the pressing plate of rope.
On described upstream connecting rod: the spiral shell for compressing hawser is equipped with in the rear end of the upper plane of connecting rodBolt and pressing plate, tight locking button is equipped with at the middle part of upper plane, and the front end of connecting rod is also equipped with a tight locking button.
Described anchor is by inter-tie, hawser, self-fastening button, connecting rod and positioning and locking under waterThe compositions such as spanner. Inter-tie is by upstream connecting rod, the same horizontal stroke in the fixing upstream and downstream of downstream connecting rodCombined steel pipe stake in cross section, self-fastening button is contained in the lower end of upstream combination steel-pipe pile, by one end of hawserAnchoring, the other end of hawser is locked in the pressing plate of upstream connecting rod or downstream connecting rod.
In the time bursting with device shutoff provided by the present invention, Specific construction scheme is as follows:
In the time that shutoff is burst, the row of driving piles depending on the depth of water and the flow velocity decision of breach place and anchorBe equipped with.
In the time that the breach degree of depth is less than 3 meters, the each campshed that makes a call in upstream and downstream, connecting rod is contained under water50 centimetres away from river bed left and right be.
In dykes and dams two sides of breach one end, squeeze into respectively two piles along the length direction bursting, use upstreamConnecting rod connects two piles of upstream, connects two piles in downstream with downstream connecting rod, uses inter-tieConnect the stake of the upstream and downstream in same cross section.
In the combined steel pipe stake having fixed at upstream and downstream respectively, install bracket, then assemble respectivelyMobile platform is mixed fast row's formula tension weight churning piling machine and just can have been driven piles on mobile platform. TwoMobile platform synchronously advances, and accomplishes fluently after a pile, first installs upstream and downstream connecting rod, refills level systemBar. Then in the combined steel pipe stake of upstream, fill a self-fastening button that installs hawser, allow self-fastening button along groupClose steel-pipe pile and slide into river bed, move hawser to downstream, from the connecting rod of downstream, combined steel pipe is walked around on edgeStake, then pass and strain between two hold-down bolts, on bolt, install the first block pressur plate, by cableRope compresses. Again by hawser in combined steel pipe stake after three circles, again through after hold-down bolt with secondBlock pressur plate compresses with anti-slip. Finally under slide rail, in the combined steel pipe stake on edge, install bracket, unclamp alsoLift leading truck, unclamp the pressing plate of compression slide rail, mobile platform is moved forward, prepare to lay a pile.
Along with the reach of mobile platform, stake net is progressively forming, and stake net now has had enoughIntensity, but also do not possess the function of blocking water, also need to carry out following work: at the combined steel pipe in downstreamIn stake, install connecting rod under water, at this moment between two adjacent combined steel pipe stakes, by downstream connecting rodConnecting rod forms a vertical plane under water. In this vertical plane with fast row's formula piston impactCylinder is squeezed into combined steel pipe stake flat raft, equals to have formed an obstructing surface with combined steel pipe stake, only has 10%The water of left and right can flow out between the gap of stake.
Be greater than 3 meters while being less than 5 meters in the breach degree of depth, two campsheds are made a call in upstream, a campshed is made a call in downstream. ?In the second row combined steel pipe stake of upstream, fill a self-fastening button that installs hawser, allow self-fastening button along combined steel pipeStake slides into river bed, moves hawser to downstream, then in the combined steel pipe stake in downstream, installs under water and connectsBar, hawser is walked around from connecting rod under water, then upstream from the second row combined steel pipe stake of upstream connectsThe upper edge of bar is passed and is strained after walking around combined steel pipe stake between two hold-down bolts, on bolt, fillsThe first block pressur plate, compresses hawser. Again by hawser in combined steel pipe stake after three circles, again wearCross after hold-down bolt and compress with anti-slip with the second block pressur plate. Connecting rod is contained in 2 meters away from river bed left sides be under waterThe right side, finally squeezes into combined steel pipe stake flat raft to have formed obstructing surface with fast row's formula piston impact cylinder.
In the time that the breach degree of depth is greater than 5 meters, a campshed is made a call in downstream, and the row of upstream piling is looked concrete conditionSet up, connecting rod is also synchronously set up under water simultaneously.
Fast row's formula tension weight churning piling machine in the present invention and fast row's formula piston impact piling machine, due to dressIf fast-discharge valve, when piston stroking upward, impulsive force is upwards very little, stake is almost altered on not. And cavity of resorption rowGas speed is accelerated greatly, and the back pressure while making descent of piston is minimum, and operating efficiency improves 4 times of left and right.
The device of shutoff dike breach provided by the present invention, can beat at dike breach place quickly and efficientlyStake also forms obstructing surface, and after whole stake net completes, most flowing water is blocked. Exist simultaneouslyWhole breach place water surface top has laid the workbench of the use of finally damming. Not only piling timeWait workmen and not be used in underwater operation, and the workmen who transports mount while in the end damming also canWith walking quickly and easily on platform, the mount of the use of damming is transported to the optional position of breach. ?Large limit ground shortens speedily carries out rescue work the time, reduces damage from a flood, reduces labor intensity, and reduces workmen'sSecurity risk.
Brief description of the 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 piling machine.
Fig. 3 is the structure chart of fast-discharge valve.
Fig. 4 is the structure chart of arranging soon formula tension weight churning piling machine.
Fig. 5 is the rack assumption diagram of arranging soon formula tension weight churning piling machine.
Fig. 6 is the structure chart of arranging soon formula piston impact piling machine.
Fig. 7 is the structure chart of arranging soon formula piston impact piling machine support.
Fig. 8 is the structure chart of locating rack.
Fig. 9 is floor plan on slide rail.
Figure 10 is leading truck structure chart.
Figure 11 is 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 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.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further detailed explanation.
Fig. 1 is total schematic diagram of shutoff dike breach device. In figure, list the dress of shutoff dike breachEach member cloth configuration state in putting. Combined steel pipe stake C along burst length direction be arranged in respectively upstream andDownstream (this figure middle and upper reaches are two rows, and downstream is a row), connects with upstream between upstream combination steel-pipe pile CExtension bar E connects, and between downstream combination steel-pipe pile C, connects with downstream connecting rod F, and inter-tie D is logicalCrossing upstream connecting rod E and downstream connecting rod F fixes the combined steel pipe stake C in same cross section, upstream and downstream.Bracket G is contained in the top of upstream connecting rod E or downstream connecting rod F, and mobile platform B is contained in bracket GUpper edge. Leading truck H is contained on the column of mobile platform B, and the combined steel pipe stake C not yet squeezing into passesLocating rack Q, top are clamped in leading truck H, arrange soon the fast row that formula tension weight churning cylinder A is impulse sourceFormula tension weight churning piling machine is contained on combined steel pipe stake C.
Fig. 2 is the schematic diagram of arranging soon formula tension weight churning piling machine. In figure: distributing valve N is housed on support J,Cylinder A3 is contained between upper cover plate A4 and lower shoe A5, upper cover plate A4 and lower shoe A5 double endBolt connects, and the connecting hole on lower shoe A5 is screwed hole, and lower shoe is stretched out in the lower end of studA5 is contained on support J along the through hole on panel through support J is upper. Two fast-discharge valve K are contained in respectively twoBelow piece lower shoe A5. It is upper (another that intake valve L and air bleeding valve M are contained in same upper cover plate A4On the upper cover plate of fast row's formula tension weight churning cylinder, there is no intake valve and air bleeding valve), push rod A2 lower end withPiston in cylinder A3 connects, and heavy punch piece A1 is equipped with in upper end. The profile of heavy punch piece A1 is cylinder,There is a circular hole matching with push rod A2 upper end 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 push rod.
Fig. 3 is the structure chart of fast-discharge valve K, and fast-discharge valve K is containing Ka and bis-kinds of structures of Kb. In the drawings:(1) be the structure chart of Ka, (2) are the structure charts of Kb, and (3) are the valve body K7 of Ka and KbTop view. In Ka: the top of valve body K7 has exhaust outlet K1, bottom has air guide port K4,Spool K2 is contained in the inside of valve body K7. Spool K2 center has air guide port K3, be equipped with upper surfaceSealing ring K6 is equipped with in planar seal ring K5, lower end, and Ka is contained in the lower plane of lower shoe A5. At KbIn: the top of valve body K7 has exhaust outlet K1, bottom has air guide port K4, and spool K8 is contained in valveThe inside of body K7. Planar seal ring K5 is equipped with in the upper surface of spool K8, sealing ring K6 is equipped with in lower end,Kb is contained in the lower plane of lower shoe A5. Fast-discharge valve Kb is identical with the operation principle of fast-discharge valve Kb, onlyBe to be divided into two tunnels by entering in Ka by the compressed air of air guide port K4, a road compressed air enters KbAir guide port K4 be responsible on spool K8, pushing away, another road compressed air is by the aperture K9 on lower shoeEnter lower chamber of air cylinder. The aperture of the upper through hole being connected with fast-discharge valve K of lower shoe A5 is less than valve body K7'sInternal diameter, its aperture ratio was more preferably greater than 1: 1.2.
Fig. 4 is the structure chart of arranging soon formula tension weight churning piling machine. Shown in figure is to arrange soon the punching of formula weightHit the original state of cylinder A: the piston A6 in cylinder A3 is contained in the lower end of push rod A2, and push rodThe lower surface of A2 exceeds the lower surface of piston A6, and heavy punch piece A1 is contained in the upper end of push rod A2, weightSheet A1 is pressed on the spool M1 of air bleeding valve M, and air bleeding valve M is opening; Intake valve L inClosed condition; The lower end of push rod A2 is pressed in the upper plane of lower shoe A5; Fast-discharge valve Ka is unlatchingState; Air inlet N5 on distributing valve N and two air guide port N6 are conducting state. At distributing valve NUpper: two air guide port N6 are connected with the air guide port K4 of two fast-discharge valve Ka with tracheae, air inlet N5Be connected with source of the gas, air inlet N5 is connected with the air inlet L1 on intake valve L with tracheae again, air inletN2 is connected with the gas outlet L2 on intake valve L with tracheae, and two air guide port N4 use respectively tracheae warpThe upper cover plate A4 of two fast row's formula tension weight churning cylinders is connected with the epicoele of cylinder A3, and gas outlet N8 usesTracheae is connected with the air inlet M3 on air bleeding valve M.
The course of work of fast row's formula tension weight churning piling machine is as follows: open gas source switch, compressed air warpAir inlet N5 on distributing valve N enters valve from air guide port N6 by the air guide port K4 fast-discharge valve KaThe cavity of resorption of body K7. When compressed air is from air guide port K4 enters, due to the air guide port on spool K2The air guide area of K3 is very little, and now exhaust outlet K1 opens, and from air guide port K3, dischargesAir-flow discharged by exhaust outlet K1, the upper plane of spool K2 does not almost have pressure. Compressed air promotesOn spool K2 is quick, move, make planar seal ring K5 seal the through hole on lower shoe A5, fast-discharge valve KaBe closed condition, compressed air enters the cavity of resorption of two cylinders through lower shoe A5. Because spool K2'sArea is greater than the area of the through hole on lower shoe A5, so planar seal ring when lower cavity pressure raises againK5 still can seal the through hole on lower shoe A5, due to the air guide area of the air guide port K3 on spool K2Very little, now piston A6 promotion push rod A2 and heavy punch piece A1 rise at a slow speed, simultaneously heavy punch piece A1Leave the spool M1 of air bleeding valve M, spool M1 closes air bleeding valve M under the effect of spring force. WhenWhen the upper plane of piston A6 is encountered the lower plane of upper cover plate A4, piston A6 stops rising. Piston simultaneouslyThe upper plane of A6 is by the spool L3 jack-up of intake valve L. In the process rising at piston A6, cylinderThe air of A3 epicoele is discharged through exhaust outlet N3 by air guide port N4 through upper cover plate A4 and tracheae.
After the spool L3 of intake valve L is by jack-up, compressed air from air inlet N5 through tracheae by air inletThrough gas outlet L2, by tracheae, the air inlet N2 from distributing valve N enters air inlet L1 on valve L againThe epicoele of distributing valve N, compressed air promotes valve core cap N1 and spool N9 moves down, and spool N9 moves downAfter putting in place, seal the air flue between air inlet N5 and air guide port N6, air guide port N6 and exhaust outlet N7Conducting, the compressed air of the valve body K7 cavity of resorption of fast-discharge valve Ka through air guide port N6 and tracheae from exhaust outletN7 discharges, and the lower plane thrust of spool K2 almost disappears. Spool K2 is under the cylinder A3 of upper planeUnder the promotion of the air pressure in chamber, move down, the exhaust outlet K1 on valve body K7 opens, in cylinder A3 cavity of resorptionCompressed air spray fast from exhaust outlet K1. Meanwhile, valve core cap N1 seals exhaust outlet N3 and leadsAir flue between gas port N4, air inlet N5 and air guide port N4 conducting, compressed air is from air inlet N5Enter respectively the epicoele of two cylinder A3 through tracheae with air guide port N4, promotion piston A6, push rod A2,Heavy punch piece A1 is descending fast, and the upper plane of lower shoe A5 is impacted in the lower surface of push rod A2, by pistonThe energy that A6, push rod A2, heavy punch piece A1 put aside in descending process is delivered to combination steel by support JOn pile tube C.
In the time that heavy punch piece A1 arrives bottom dead centre, the lower plane of heavy punch piece A1 promotes the valve of air bleeding valve MCore M1 declines, air inlet M3 and exhaust outlet M2 conducting, the compression sky in the epicoele of distributing valve NGas is discharged through air inlet M3 and exhaust outlet M2 by tracheae from gas outlet N8, the spool of distributing valve NN9 and valve core cap are got back to top dead-centre under the effect of spring force, again seal exhaust outlet N7 simultaneously and leadAir flue between gas port N6, air inlet N5 and air guide port N4; Open air inlet N5 and air guide portAir flue between N6, air guide port N4 and exhaust outlet N3, enters next working cycles.
Fig. 5 is the rack assumption diagram of arranging soon formula tension weight churning piling machine. In figure: (1) is support JRight view, (2) are that front view, (3) of support J are the top views of support J. Support J is symmetrical,By gusset J1, base plate J2, otic placode J3, U-shaped plate J5, latch J6, liner J7, panel J8 etc.Composition. 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, on U-shaped plate J5, has rectanglePin-and-hole J4, otic placode J3 is contained on U-shaped plate J5. One end of latch J6 has through hole, the other end is openedHave a downward opening, the through hole end of latch J6 is hinged by bolt and otic placode J3, and openend is stuck inBetween pad on clamping screw J9 and otic placode J3, liner J7 is contained on latch J6. At two facesOn plate J8, have the opening that inserts fast-discharge valve K, distributing valve N is contained on base plate J2. When assemblingBy cocked latch J6, then the pin-and-hole J4 on U-shaped plate J5 is aimed to the sleeve pipe on combined steel pipe stake CEndoporus, inserts bearing pin (on the face of cylinder of bearing pin, to have a plane processing, this plane and pin-and-hole J4The laminating of upper plane), pull lower latch J6, the nut of tightening on clamping screw J9 just can be by support JBe pressed on combined steel pipe stake C.
Fig. 6 is the structure chart of arranging soon formula piston impact piling machine: two fast row's formula piston impact cylinder P coupleClaim to be arranged on support J upper, distributing valve N be housed on support J, cylinder P2 be contained in upper cover plate P1 and underBetween base plate P4, upper cover plate P1 is connected with stud with lower shoe P4, the company on lower shoe P4Connecing hole is screwed hole, and it is upper along leading on panel through support J that lower shoe P4 is stretched out in the lower end of studHole is contained on support J. Two fast-discharge valve Ka are contained in respectively below two lower shoe P4. Intake valveL is contained in upper cover plate P1, and above (intake valve L and air bleeding valve M are contained in same fast row's formula piston impact cylinderUpper, another is arranged does not soon have intake valve L and air bleeding valve M on formula piston impact cylinder), piston is contained in cylinderIn P2, air bleeding valve M is contained in below lower shoe P4.
Shown in Fig. 6 is the original state of arranging soon piston impact piling machine: the piston in cylinder P2P3 is at bottom dead centre, and piston P3 is pressed on the spool M1 of air bleeding valve M, and air bleeding valve M is opening;Intake valve L is in closed condition; Fast-discharge valve Ka is opening; Air inlet N5 on distributing valve NBe conducting state with two air guide port N6. On distributing valve N: two tracheaes and two for air guide port N6The air guide port K4 of fast-discharge valve is connected, and air inlet N5 is connected with source of the gas, and air inlet N5 uses again tracheaeBe connected with the air inlet L1 on intake valve L, air inlet N2 uses the gas outlet on tracheae and intake valve LL2 is connected, and two air guide port N4 use respectively the upper cover plate P1 of tracheae through two fast row's formula piston impact cylindersBe connected with the epicoele of cylinder P2, gas outlet N8 is connected with the air inlet M3 on air bleeding valve M with tracheae.
The course of work of fast row's formula piston impact piling machine is as follows: open gas source switch, compressed air warpAir inlet N5 on distributing valve N from air guide port N6 by the air guide port the valve body K7 of fast-discharge valve KaK4 enters the cavity of resorption of valve body K7. When compressed air is from air guide port K4 enters, on spool K2The air guide area of air guide port K3 very little, and now exhaust outlet K1 opens, from air guide portThe air-flow of discharging in K3 is discharged by exhaust outlet K1, and the upper plane of spool K2 does not almost have pressure. PressOn contracting air push spool K2 is quick, move, make planar seal ring K5 seal the through hole on lower shoe P4,Fast-discharge valve Ka is closed condition, and compressed air enters the cavity of resorption of two cylinder P2 through lower shoe P4. CauseFor the area of spool K2 is greater than the area of the through hole on lower shoe P4, so when lower cavity pressure raises againPlanar seal ring K5 still can seal the through hole on lower shoe P4, due to the air guide port K3 on spool K2Air guide area very little, now piston P3 rises at a slow speed, simultaneously piston P3 leaves the valve of air bleeding valve MCore M1, spool M1 closes air bleeding valve M under the effect of spring force. When the upper plane of piston P3 is touchedDuring to the lower plane of upper cover plate P1, piston P3 stops rising. The upper plane of piston P3 is by intake valve simultaneouslyThe spool L3 jack-up of L. In the process rising at piston P3, the air of cylinder P2 epicoele is through upper cover plateP1 and tracheae are discharged through exhaust outlet N3 by air guide port N4.
After the spool L3 of intake valve L is by jack-up, compressed air from air inlet N5 through tracheae by air inletThrough gas outlet L2, by tracheae, the air inlet N2 from distributing valve N enters air inlet L1 on valve L againThe epicoele of distributing valve N, compressed air promotes valve core cap N1 and spool N9 moves down, and spool N9 moves downAfter putting in place, seal the air flue between air inlet N5 and air guide port N6, air guide port N6 and exhaust outlet N7Conducting, the compressed air of the valve body K7 cavity of resorption of fast-discharge valve Ka through air guide port N6 and tracheae from exhaust outletN7 discharges, and the lower plane thrust of spool K2 almost disappears. Spool K2 is under the cylinder P2 of upper planeUnder the promotion of the air pressure in chamber, move down, the exhaust outlet K1 on valve body K7 opens, in cylinder P2 cavity of resorptionCompressed air spray fast from exhaust outlet K1. Meanwhile, valve core cap N1 seals exhaust outlet N3 and leadsAir flue between gas port N4, air inlet N5 and air guide port N4 conducting, compressed air is from air inlet N5Enter respectively the epicoele of two cylinder P2 with air guide port N4 through tracheae, promote piston P3 descending fast,The boss of piston P3 lower surface impacts the upper plane of lower shoe P4, and piston P3 is long-pending in descending processThe energy holding is delivered in combined steel pipe C stake by support J.
When piston P3 arrives bottom dead centre, the lower plane of piston P3 promotes under the spool M1 of air bleeding valve MFall, air inlet M3 and exhaust outlet M2 conducting, the compressed air in the epicoele of distributing valve N is from giving vent to angerMouth N8 is discharged through air inlet M3 and exhaust outlet M2 by tracheae, spool N9 and the spool of distributing valve NCap is got back to top dead-centre under the effect of spring force, again seal simultaneously exhaust outlet N7 and air guide port N6,Air flue between air inlet N5 and air guide port N4; Open air inlet N5 and air guide port N6, air guide portAir flue between N4 and exhaust outlet N3, enters next working cycles.
Fig. 7 is the rack assumption diagram of arranging soon formula piston impact piling machine: in figure, (1) is the right side of support JView, (2) are that front view, (3) of support J are the top views of support J. Support J is symmetrical,By gusset J1, base plate J2, otic placode J3, U-shaped plate J5, latch J6, liner J7, panel J10 etc.Composition. 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, on U-shaped plate J5, has rectangularShaped pin hole J4, otic placode J3 is contained on U-shaped plate J5. One end of latch J6 has through hole, the other endHave a downward opening, the through hole end of latch J6 is hinged by bolt and otic placode J3, openend cardBetween pad on clamping screw J9 and otic placode J3, liner J7 is contained on latch J6. At twoOne jiao, the outside of panel J10 has the stairstepping breach that inserts fast-discharge valve K and air bleeding valve M, panel J10On only have 3 install through holes, distributing valve N is contained on base plate J2. Assemble method and fast row's formula weight punchingImpact a machine support identical.
Fig. 8 is the structure chart of locating rack: in figure, (1) is that front view, (2) of locating rack are locating racksTop view. On the first base plate Q10, have a long lumbar hole, sliding sleeve Q2 is connected to behaviour through long lumbar holeThe base plate B8 of lead that makes platform is upper, and the first base plate Q10 can be along sliding sleeve Q2 translation and rotation,The upper hinge ear Q4 that is equipped with along front portion of the first base plate Q10. On the second base plate Q6, be equipped with three riser Q5,Q11 and Q18, the first riser Q5 and an opening frame of the second riser Q11 composition, the opening of opening framePoint to the upstream of current, bearing pin Q7 and guide wheel Q8 are housed, the front end of the second riser Q11 in opening frameHinge ear Q12 is housed, on hinge ear Q12, clamp Q9 is housed, on the first riser Q5 and the second riser Q11Have the notch matching with clamp Q9. On the 3rd riser Q18: ear with threaded hole is equipped with at middle partPlate Q13, front end are equipped with end plate Q16. On end plate Q16, be welded with nut, lock(ing) bolt Q17 is through spiral shellThe through hole at mother and end plate Q16 middle part, the cone pinnacle of lock(ing) bolt Q17 head enters the cone of rest pad Q14In hole. Rest pad Q14 and locating piece Q15 are contained in the base plate B2 of another lead of operating platformOn. In the fraising and the first base plate Q10 of rotating shaft Q3 through the first riser Q5 and otic placode Q1 rear portionAlong two anterior hinge ear Q4. The 3rd riser Q18 water of locating piece Q15 and rest pad Q14 restrictionFlat turn is moving.
The using method of locating rack: combined steel pipe stake C is inserted to the square frame that guide wheel Q8 and clamp surroundIn, all lock(ing) bolt Q17 adjust the position of combined steel pipe stake C, by the middle mind-set of combined steel pipe stake C2 centimetres of left and right of current updrift side skew (because combined steel pipe stake C is while inserting in water, from the water surface toIn the distance of river bed, because current are very fast, make combined steel pipe stake bending downstream, now pile topThere is skew with the center of mobile platform). The bolt of adjusting on otic placode Q13 makes it end face and rest padThe rear portion of Q14 contacts. Combined steel pipe stake C is squeezed into behind 50 centimetres of left and right, unclamp lock(ing) boltQ17, pulls open clamp Q9, and upwards cocked lock(ing) bolt Q17, makes the first half of locating rack upwardsRotate, make combined steel pipe stake C leave the opening frame that guide wheel Q8 and riser Q5, Q11 surround. ThenHorizontally rotate locating rack, locating rack is rotated along sliding sleeve, locating rack is shifted out to the home record of mobile platform.Accomplish fluently after this root combined steel pipe stake, observe the perpendicularity of stake, to again adjust stake while laying a pileSide-play amount.
Fig. 9 is floor plan on slide rail. In figure: the base plate B5 of two root post B9 of mobile platformThe front end that is contained in the upper plane of slide rail B1, is connecting plate B4 backward, then is two lead B3 backwardBase plate B2, B8 and be contained in the locating rack Q on base plate B2, B8, then be backward locator card B7 andBe contained in the location channel-section steel B6 in locator card B7. Mobile platform moves forward, and when location, channel-section steel B6 bumps againstFixed combined steel pipe stake C time stop, making adjacent two combined steel pipe stake C centre-to-centre spacing protectHold constant.
Figure 10 is leading truck structure chart. In figure, (1) is that front view, (2) of leading truck H are guidingThe top view of frame H. The middle part of leading truck H is dull and stereotyped H4, and the centre of dull and stereotyped H4 has and combines steelThe semicircular opening that pile tube C matches, two otic placode H7 are contained in the upper and lower of dull and stereotyped H4 semicircular opening one sideTwo, U-shaped hinge ear H10 is hinged on the opposite side of dull and stereotyped H4 semicircular opening, U by hinge H11The afterbody of type hinge ear H10 is equipped with clamping screw H13, and bearing pin H12 is from U-shaped hinge ear H10 middle partIn through hole on through hole and dull and stereotyped H4, penetrate. One end of latch segment H9 is hinged on ear by hinge H8Plate H7 is upper, and the other end has an opening, for clamping screw H13 horizontal hunting. Riser H5 and riserIt is upper that H6 is contained in dull and stereotyped H4, and guide wheel H3 is contained in the inner side of riser H5 and riser H6 by bolt H2,In the position that riser H5 is relative with lead B3 center, clamping screw H1 is housed.
The operating procedure of leading truck H is as follows: extract bearing pin H12, unclamp the spiral shell on clamping screw H13Female, locking nut H13 is pulled open, latch segment H9 is pulled open again. By the lower end of combined steel pipe stake CInsert in the semicircular opening that locating rack, upper end be inserted in dull and stereotyped H4, turn back latch segment H9, pull into lockingBolt H13, insertion bearing pin H12, down insert in water until river bed by combined steel pipe stake, tightens lockNut on tight bolt H13, unclamps clamping screw H1.
Figure 11 is mobile platform schematic diagram. Mobile platform B is respectively bottom-up: slide rail B1; The endPlate B2, base plate B5, base plate B8, connecting plate B4, locator card B7, location channel-section steel B6; ColumnB9, lead B3; Operating platform B11; Arm B10. Between two root post B9, make plane purlinShelf structure, hanger B12 is equipped with in the upper end of arm B10, bearing support B14 is equipped with in lower end, bearing support B14Below and between operating platform B11, free bearing B15 is housed, on operating platform B11, stop collar is housedB13, bearing support B14 has a hanging deck to stretch into the inside of stop collar B13 below. Operating platform B11On have a U-shaped opening, can hold fast row's formula tension weight churning cylinder and therefrom pass. Arm B10 can front and backSwing, the angle of swing is by stop collar control. Pulley or small-sized chain block are housed on hanger B12,Be used for assembling combined steel pipe stake and fast row's formula tension weight churning piling machine.
Figure 12 is carrier structure figure. In figure, (1) is that front view, (2) of bracket G are bracket GTop view, (3) are that front view, (4) of grip block G1 are the front views of supporting plate G6 and supporting plate G7.On bracket G, left and right respectively has a carrying roller G4 to be contained in roller seat G9, and two roller seat G9 useA connecting rod G2 connects, and two of connecting rod G2 respectively fill an adjusting seat G3, adjusting seat G3'sBolt is housed in screwed hole, rotates this bolt and can adjust the height of mobile platform and hang down by slide rail B1Straight degree. Movable snap close G5 is housed on grip block G1 and is used for clamping combined steel pipe stake, on grip block G1Be provided with four screwed holes. Supporting plate G6 and supporting plate G7 are housed respectively on two roller seat G9, supporting plateOn G7, having two holes corresponding with screwed hole on grip block G1, is respectively circular hole G8, and oneThe only long arc-shaped holes as the center of circle, taking the distance r3 to circular hole G8 center as radius taking circular hole G8 center.On supporting plate G6, also have two holes corresponding with screwed hole on grip block G1, respectively with circular holeG8 center is the center of circle, long arc-shaped holes taking the distance r1 to circular hole G8 center, r2 as radius. PineOpen after bolt, supporting plate G6, G7 and grip block G1 can relative rotations centered by circular hole G8, make holderFrame keeps level.
When installation, first bracket G is fitted in to combined steel pipe stake C upper, the upper plane of carrying roller G4 is pastedBe combined on the lower plane of slide rail B1, push down slide rail B1 with pressing plate G10. Tighten the spiral shell on snap close G5Bolt, is clamped in grip block G1 on combined steel pipe stake C. Tighten again grip block G1 and supporting plate G6,Connecting bolt between G7.
Figure 13 is downstream connecting rod structure chart. In the drawings: on the web of connecting rod F2 rear end, be equipped with on edgeUnder the web of rear connecting plate F1, front end, along being equipped with on the outer side wing edge of front connecting plate F4, front end, gear is housedTight locking button F6 is housed on plate F3, the edge of a wing, inner side, middle part two side wing edges are equipped with base plate F5. Rear connecting plateOn F1 and front connecting plate F4, there are two corresponding connecting holes. On base plate F5, be equipped with for compressing hawserBolt and pressing plate. Connecting plate F8 is housed on tight locking button F6, and two hold-down bolt F9 are welded in base plate F5Upper, it is upper that pressing plate F7 is contained in hold-down bolt F9, and hawser S2 passes between two hold-down bolt F9.Tight locking button F6 is clamped in combined steel pipe stake, by rear connecting plate F1 ride over last installed underThe front connecting plate F4 of trip connecting rod is upper, and crowbar is passed to rear connecting plate F1 and the upper rear end of front connecting plate F4Through hole, shake crowbar, to align another group through hole, then penetrates bolt and tightens.
Figure 14 is upstream connecting rod structure chart. In figure, (1) is front view, (2) of upstream connecting rod EIt is the top view of upstream connecting rod E. The upper plane of connecting rod E4 rear end is equipped with the spiral shell for compressing hawserOn bolt and pressing plate E1, vertical plane, have two through holes, last through hole is worn connecting bolt, lastThrough hole is located with crowbar. The first tight locking button E2 is equipped with at the middle part of upper plane, and the front end of connecting rod E4 alsoA second tight locking button E3 is housed, and the front end of the second tight locking button E3 has two to lead to connecting rod E4 rear endThe through hole matching in hole. The second tight locking button E3 clamps combined steel pipe stake, and the first tight locking button E2 clamps waterFlat tie-rod.
Figure 15 is a net anchoring schematic diagram, and in figure, (1) is that front view, (2) of stake net are that stake is nettedLeft view, Figure 16 is a net connection diagram.
Figure 17 is self-fastening button structure chart. In figure, (1) is that front view, (2) of self-fastening button are self-fastening buttonsTop view. Riser S6 is welded on the face of cylinder of retaining ring S8, and base plate S7 is welded in riser S6 and lockThe bottom of tight ring S8, retaining ring S8 makes two semicircle shapes, and the front end of riser S6 has a through hole and usesCarry out 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, in figure (1) be connecting rod U under water front view,(2) be the top view of connecting rod U under water, Figure 19 is the work sheet of connecting rod locking under water. At Figure 18In Figure 19: it is upper that the bottom of lock sleeve U3 is welded on pin U1, and two riser U2 are welded on lockingThe top of cover U3, is welded with gusset U7, the top of two riser U2 in the lower bevel of two riser U2On face, be welded with in a nut or flat board with threaded hole, screw hexagon socket head cap screw U8 is housed, two verticalAn articulated latch segment U6 between plate U2. The first collar U4 and the second collar U5 weld together,The second collar U5 is a clamping rings, and the first collar U4 can open, and the first collar U4 pine is enclosed withinCombined steel pipe stake C is upper, and the second collar U5 pine is enclosed within on pin U1. Lock sleeve U3 pine is enclosed within combinationOn steel-pipe pile C. State when (1) is depicted as latch segment U6 and unclamps in Figure 19, tighten interior hexagonal spiral shellAfter bolt latch segment U6 rotates, just become (2) and be depicted as the rear state of latch segment U6 locking.
Figure 20 is hexagon socket head cap screw device for screwing up structure chart. Because connecting rod is arranged in water under water,In torrent, can not employment tighten hexagon socket head cap screw in water, can only be by this device. Shown in Figure 20Hexagon socket head cap screw device for screwing up by steel pipe V1, attachment cap V2, snap close cover V3, pull out circle V4, pinAxle V5, lacing wire V6, hexagonal core V7 composition. The length of steel pipe V1 is 3 meters of left and right, the company of being welded onMeet cap V2 upper, attachment cap V2 center has an internal diameter to be greater than the through hole of lacing wire V6 external diameter, attachment capScrew thread and snap close cover V3 combination for V2. The central upper portion of snap close cover V3 is cylindrical hole, be down withThe hexagonal prismoid hole that hexagonal core V7 matches, then be down the opening matching with hexagon socket head cap screw U8, lockThere is a long lumbar hole matching with bearing pin V5 at the middle part of retaining ring V3. Pull out circle V4 pine and be enclosed within snap close cover V3Upper, the upper end horizontal direction of hexagonal core V7 has a through hole, vertical direction to have an opening, lacing wire V6 dressIn this opening, there is a through hole lower end of lacing wire V6, and upper end is stretched out the top of steel pipe V1 and had one sectionScrew thread (being used for filling one helps pull a cart). Hexagonal core V7 is contained in the inside of snap close cover V3, and bearing pin V5 is through pulling outLong lumbar hole, the through hole of hexagonal core V7 and the through hole of lacing wire V6 lower end at 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, hexagonal core V7Lower end be retracted within the inside of snap close cover V3, by the hexagon socket head cap screw U8 being contained on connecting rod U under waterInsert in the opening of snap close cover V3 lower end, unclamp and pull out circle V4 rotation lock retaining ring V3, make hexagonal coreInsert in the hexagon ring of hexagon socket head cap screw U8 under the effect of spring force the lower end of V7, now interior sixCorner bolt device for screwing up and under water connecting rod U become one. Connecting rod U is enclosed within combination steel under waterAfter on pile tube, first by hawser S3 from passing connecting rod under water. Holding steel pipe V1 will connect under water againBar U moves down, and rotating steel tube V1 after arrival desired depth, tightens hexagon socket head cap screw U8, by waterLower connecting rod U fixes, and is then pulled upwardly and is contained in helping pull a cart of lacing wire V6 top, makes hexagonal core V7The inside of lower end indentation snap close cover V3, more outwards will promote steel pipe V1, make hexagon socket head cap screw U8V3 separates with snap close cover.
Claims (6)
1. fast row's formula tension weight churning piling machine, comprises two tension weight churning cylinder A, described tension weight churning cylinderIt is upper that A left and right is arranged in support J, on described support J, distributing valve N is housed, two described tension weight churningsCylinder A includes cylinder A3, upper cover plate A4 and lower shoe A5, described upper cover plate A4 and lower shoeA5 interconnects, and described cylinder A3 is contained between upper cover plate A4 and lower shoe A5, wherein a weightIntake valve L and air bleeding valve M are housed on the upper cover plate A4 of hammering blow cylinder A, it is characterized in that, described inFast-discharge valve K is all housed below lower shoe A5;
Described tension weight churning cylinder A is for squeezing into water by the combined steel pipe stake C of the device of shutoff dike breachObstructing surface of middle formation, the device of described shutoff dike breach also comprises mobile platform B, describedIt is upper that mobile platform B is contained in combined steel pipe stake C by bracket G, and the device of described shutoff dike breach alsoComprise:
Connect the upstream connecting rod E of breach upstream combination steel-pipe pile C;
Connect the downstream connecting rod F of breach downstream combination steel-pipe pile C;
Connect the inter-tie D of the combined steel pipe stake C in the same cross section in breach upstream and downstream;
Described upstream connecting rod E is connected with connecting rod E4, the rear end vertical plane of described connecting rod E4On have through hole, upper plane is equipped with the first tight locking button E2, the front end of connecting rod E4 is also equipped with the second lockThe E3 that links closely, the front end of the second tight locking button E3 has match with the connecting hole of connecting rod E4 rear end logicalHole, described the second tight locking button E3 is used for clamping combined steel pipe C, and the first tight locking button is for clamping level systemBar D;
Described fast-discharge valve K comprises valve body K7 and spool K2, and described spool K2 is contained in valve body K7Inside, the top of described valve body K7 has exhaust outlet K1, and the bottom of valve body K7 has air guide port K4;Described spool K2 center has air guide port K3, and planar seal ring K5 is equipped with in the upper surface of spool K2,Sealing ring K6 is equipped with in the lower end of spool K2.
2. fast row's formula tension weight churning piling machine according to claim 1, is characterized in that, described inLower shoe A5 on be also provided with a passage K9, described fast-discharge valve K comprises valve body K7 and spoolK8, described spool K8 is contained in valve body K7 inside, and the top of described valve body K7 has exhaust outlet K1,The bottom of valve body K7 has air guide port K4; Planar seal ring K5, valve are equipped with in the upper surface of spool K8Sealing ring K6 is equipped with in the lower end of core K8.
3. fast row's formula tension weight churning piling machine according to claim 1 and 2, is characterized in that,Described support J is symmetrical, comprises gusset J1, base plate J2, otic placode J3, U-shaped plate J5, lockingPlate J6, liner J7, panel J8, described panel J8 is contained in the upper end of U-shaped plate J5, described base plate J2Be contained in the middle and lower part of U-shaped plate J5, between panel J8, base plate J2 and U-shaped plate J5, gusset be housedJ1, it is upper that described otic placode J3 is contained in U-shaped plate J5, and described latch J6 and otic placode J3 are hinged, described liningIt is upper that pad J7 is contained in latch J6, has the opening that inserts fast-discharge valve K on panel J8, described inDistributing valve N is contained on base plate J2.
4. fast row's formula piston impact piling machine, comprises two piston impact cylinder P, described piston impact cylinderIt is upper that P left and right is arranged in support J, on described support J, distributing valve N is housed, two described piston impactsCylinder P includes cylinder P2, upper cover plate P1 and lower shoe P4, described upper cover plate P1 and lower shoe P4Interconnect, described cylinder P2 is contained between upper cover plate P1 and lower shoe P4, wherein a piston punchingHit on cylinder P intake valve L and air bleeding valve M are housed, it is upper that described intake valve L is positioned at upper cover plate P1,Described air bleeding valve M is positioned at below lower shoe P4, it is characterized in that, under described lower shoe P4Face is all equipped with fast-discharge valve K;
Described piston impact cylinder P is for squeezing into water by the combined steel pipe stake C of the device of shutoff dike breachObstructing surface of middle formation, the device of described shutoff dike breach also comprises mobile platform B, describedIt is upper that mobile platform B is contained in combined steel pipe stake C by bracket G, and the device of described shutoff dike breach alsoComprise:
Connect the upstream connecting rod E of breach upstream combination steel-pipe pile C;
Connect the downstream connecting rod F of breach downstream combination steel-pipe pile C;
Connect the inter-tie D of the combined steel pipe stake C in the same cross section in breach upstream and downstream;
Described upstream connecting rod E is connected with connecting rod E4, the rear end vertical plane of described connecting rod E4On have through hole, upper plane is equipped with the first tight locking button E2, the front end of connecting rod E4 is also equipped with the second lockThe E3 that links closely, the front end of the second tight locking button E3 has match with the connecting hole of connecting rod E4 rear end logicalHole, described the second tight locking button E3 is used for clamping combined steel pipe C, and the first tight locking button is for clamping level systemBar D;
Described fast-discharge valve K comprises valve body K7 and spool K2, and described spool K2 is contained in valve body K7Inside, the top of described valve body K7 has exhaust outlet K1, and the bottom of valve body K7 has air guide port K4;Described spool K2 center has air guide port K3, and planar seal ring K5 is equipped with in the upper surface of spool K2,Sealing ring K6 is equipped with in the lower end of spool K2.
5. fast row's formula piston impact piling machine according to claim 4, is characterized in that, described inLower shoe P4 on be also provided with a passage K9, described fast-discharge valve K comprises valve body K7 and spoolK8, described spool K8 is contained in valve body K7 inside, and the top of described valve body K7 has exhaust outlet K1,The bottom of valve body K7 has air guide port K4; Planar seal ring K5, valve are equipped with in the upper surface of spool K8Sealing ring K6 is equipped with in the lower end of core K8.
6. according to the fast row's formula piston impact piling machine described in claim 4 or 5, it is characterized in that,Support J is symmetrical, comprise gusset J1, base plate J2, otic placode J3, U-shaped plate J5, latch J6,Liner J7, panel J10, described panel J10 is contained in the upper end of U-shaped plate J5, and base plate J2 is contained in UGusset J1 is equipped with, ear in the middle and lower part of template J5 between panel J10, base plate J2 and U-shaped plate J5It is upper that plate J3 is contained in U-shaped plate J5, and latch J6 and otic placode J3 are hinged, and liner J7 is contained in latch J6Upper, in one jiao, the outside of two panel J10, the stairstepping that has insertion fast-discharge valve K and air bleeding valve M lacksMouthful, distributing valve N is contained on base plate J2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210574491.1A 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 |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210574491.1A 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 |
| 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 |
|---|---|
| CN103015420A CN103015420A (en) | 2013-04-03 |
| CN103015420B true CN103015420B (en) | 2016-05-25 |
Family
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 After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (3) | CN103015420B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677644B (en) * | 2012-05-07 | 2015-05-20 | 胡洪新 | Movable platform for piling construction in torrential current |
| CN104266920B (en) * | 2014-10-15 | 2016-08-31 | 武汉大学 | Loose material anchoring effect physical model test device and method under a kind of dynamic action |
| CN105421454B (en) * | 2015-11-27 | 2017-08-25 | 中交第二航务工程局有限公司 | Stake top support walking movement piling platform |
| 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 |
| CN108951528B (en) * | 2018-08-09 | 2020-05-22 | 黄河水利委员会黄河水利科学研究院 | Method for carrying out emergency rescue by utilizing depth-limiting access bridge |
| 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 |
| CN109098076B (en) * | 2018-09-28 | 2020-01-21 | 张鑫 | Dam emergency rescue method |
| 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 |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4383582A (en) * | 1979-07-31 | 1983-05-17 | Bolt Technology Corporation | Bouncer type pile driver |
| CN2538852Y (en) * | 2002-04-25 | 2003-03-05 | 湖南省浦沅集团有限公司 | Gasoline pile driver |
| CN1986109A (en) * | 2006-11-22 | 2007-06-27 | 夏德仕 | Electrohydraulic hammer |
| CN101831911A (en) * | 2009-07-25 | 2010-09-15 | 胡洪新 | Device for piling at dike breach |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2043644U (en) * | 1988-06-18 | 1989-08-30 | 王秦 | Light quick-connecting clamp |
| JPH0782740A (en) * | 1993-09-13 | 1995-03-28 | Maruyasu Doboku Kk | Inside cutting machine for steel pipe pile, excavation for steel pipe pile used for inside cutting machine and hollow excavation piling foot protection method by means thereof |
| JP2628287B2 (en) * | 1994-07-22 | 1997-07-09 | 株式会社技研製作所 | Steel pipe pile, steel pipe pile wall construction method using the pile, and apparatus therefor |
| JPH11264127A (en) * | 1998-03-17 | 1999-09-28 | Shimizu Corp | Pier structure and construction method thereof |
| JP2000144673A (en) * | 1998-11-09 | 2000-05-26 | Giken Seisakusho Co Ltd | Steel pipe pile ring construction method |
| JP2000248526A (en) * | 1999-03-03 | 2000-09-12 | Nippon Steel Corp | Pier structure and constructing method thereof |
| CN2564654Y (en) * | 2002-09-02 | 2003-08-06 | 罗小渝 | Scaffold assembly |
| CN1542231A (en) * | 2003-11-07 | 2004-11-03 | 武汉大学 | Emergency blockage method for levee breach |
| JP4229056B2 (en) * | 2003-12-12 | 2009-02-25 | Ｊｆｅエンジニアリング株式会社 | External pressure resistance structure and construction method thereof |
| JP4283194B2 (en) * | 2004-09-17 | 2009-06-24 | 鹿島建設株式会社 | Wave-absorbing structure, method for constructing wave-absorbing structure |
| CN201276693Y (en) * | 2008-08-13 | 2009-07-22 | 吴洪伟 | Flood-protection pile fixer |
| CN201459674U (en) * | 2009-09-01 | 2010-05-12 | 黄河水利委员会黄河水利科学研究院 | PHC tubular pile dam |
| CN101666073B (en) * | 2009-09-17 | 2011-02-02 | 黄河水利委员会黄河水利科学研究院 | Method for constructing river and lake levee breach closure with steel sheet pile |
-
2011
- 2011-03-20 CN CN201210574491.1A patent/CN103015420B/en active Active
- 2011-03-20 CN CN201210574492.6A patent/CN103015368B/en active Active
- 2011-03-20 CN CN2011100780936A patent/CN102182161A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4383582A (en) * | 1979-07-31 | 1983-05-17 | Bolt Technology Corporation | Bouncer type pile driver |
| CN2538852Y (en) * | 2002-04-25 | 2003-03-05 | 湖南省浦沅集团有限公司 | Gasoline pile driver |
| CN1986109A (en) * | 2006-11-22 | 2007-06-27 | 夏德仕 | Electrohydraulic hammer |
| CN101831911A (en) * | 2009-07-25 | 2010-09-15 | 胡洪新 | Device for piling at dike breach |
Non-Patent Citations (1)
| Title |
|---|
| 一种快速气缸的设计;谢群等;《液压与气动》;20100430(第4期);参见正文第59页及图2 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103015368A (en) | 2013-04-03 |
| CN103015420A (en) | 2013-04-03 |
| CN102182161A (en) | 2011-09-14 |
| CN103015368B (en) | 2015-08-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103015420B (en) | Fast row's formula tension weight churning piling machine and fast row's formula piston impact piling machine | |
| CN201003167Y (en) | Multi-functional pile driver | |
| CN109779548A (en) | A kind of long-range plug-in connector of well head and the long-range well head connection of blowout hookup and operational method | |
| CN110080258A (en) | River channel helps slope gallery type fast assembling-disassembling combined cofferdam | |
| CN108799843A (en) | A kind of natural gas connecting pipe leak detection control device | |
| CN101831911A (en) | Device for piling at dike breach | |
| CN207032242U (en) | A kind of emergency flood fighting pneumatic driver | |
| CN205114995U (en) | Aerial working platform's cantilever crane system | |
| CN208502832U (en) | A kind of novel coal bed gas extraction experimental simulation device | |
| CN104300427B (en) | Hydraulic over-obstacle ground wire traveling gear | |
| DE102013109601A1 (en) | Power Station | |
| CN103774612B (en) | A kind of flood fighting rescue outfit | |
| CN108798695A (en) | Hydraulic vibration impacts robot | |
| CN211287733U (en) | Quick strutting arrangement in shield tunnel | |
| CN108505961A (en) | Tunnel rock-core borer and application method | |
| CN207760854U (en) | A kind of self-travel type pile driver for emergency | |
| CN105507319A (en) | Double-row continuous piling device and piling method | |
| CN113005990A (en) | High strength bank protection protector for hydraulic engineering | |
| CN205114990U (en) | Multi -functional aerial working platform | |
| CN205552421U (en) | Cable drum equipment frame | |
| CN204961205U (en) | High -pressure aerator of oil drilling gas accuse | |
| DE102011110172A1 (en) | Carbon-di-oxide free lever type energy device using energy of water, has superposed wheels that are connected with lever arms so that piston in cylinder is moved based on generated mechanical force | |
| CN202764581U (en) | Artificial waterfall device | |
| CN108910653A (en) | Town road jacking construction safety equipment and its operating method | |
| CN114852891B (en) | Marine construction is with preventing wind hoisting crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |