CN109853563A - A kind of water rushes vibrating impacter - Google Patents
A kind of water rushes vibrating impacter Download PDFInfo
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- CN109853563A CN109853563A CN201811653412.XA CN201811653412A CN109853563A CN 109853563 A CN109853563 A CN 109853563A CN 201811653412 A CN201811653412 A CN 201811653412A CN 109853563 A CN109853563 A CN 109853563A
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- water
- vibroflotation
- rushes
- vibrating impacter
- rod
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Abstract
The present invention relates to a kind of water to rush vibrating impacter, including gravity rod and vibroflotation immersible pump, vibroflotation immersible pump is arranged on gravity rod, vibroflotation immersible pump is equipped with cable, gravity rod bottom is equipped with anchor body bayonet, and vibroflotation immersible pump has water outlet and water inlet, and the water outlet of vibroflotation immersible pump is connected to the inlet opening of gravity rod, there is fluid channel, fluid channel is connected to inlet opening in gravity rod.A kind of water of the invention rushes vibrating impacter and realizes that vibroflotation and water supply, the two are combined into one by vibroflotation immersible pump, and water punching and vibroflotation are realized when driving piles, promotes Piling speed, uses more convenient, the suitable occasion driven piles under water；The inclination in work can be reduced, be able to maintain in piling vertical.
Description
Technical field
The present invention relates to vibrating impacter technical field, in particular to a kind of water rushes vibrating impacter.
Background technique
Vibrating impacter is the special equipment in vibroflotation construction.It generates the vibration of Horizontal Vibration power and squeezes filler and surrounding soil,
And reaches and improve foundation capability, reduce settling amount, increase foundation stability, improve antiseismic liquefying power.Vibrating impacter
Top is submersible motor, and lower part is vibrating body.The hollow shaft of vibrating body is driven to rotate by elastic coupling when motor rotates, axis
It is upper that eccentric block is housed, to generate Horizontal Vibration power.It is provided with discharge jet in hollow shaft, hydraulic pressure is up to 0.4~0.6 megapascal.According to
Vibrating impacter is sink to required depth by vibration and tube bottom jetting, then the back-up sand gravel Bian Zhendong when mentioning vibrating impacter, is filled out until compacted
Material and surrounding soil.When vibroflotation is constructed in addition to vibrating impacter, it is still necessary to walking boom hoistings, pump water-carriage system, control manipulation
The equipment such as platform.Existing vibrating impacter needs external submersible motor to supply water when in use, and ease of use is poor, it is difficult in ocean
It is driven piles using it, it is therefore desirable to which one kind rushes vibrating impacter convenient for the water used in ocean.
Summary of the invention
In order to solve problems in the prior art, provide one kind can be realized vibroflotation and Shui Chong to the present invention, convenient in water
It uses, is able to maintain vertical water in piling and rushes vibrating impacter.
Specific technical solution is as follows: a kind of water rushes vibrating impacter, including gravity rod and vibroflotation immersible pump, the setting of vibroflotation immersible pump
On gravity rod, vibroflotation immersible pump be equipped with cable, gravity rod bottom be equipped with anchor body bayonet, vibroflotation immersible pump have water outlet and into
The mouth of a river, the water outlet of vibroflotation immersible pump are connected to the inlet opening of gravity rod, in gravity rod have fluid channel, fluid channel with into
Water hole connection.
The following are attached technical schemes of the invention.
Preferably, the vibroflotation immersible pump includes machine shaft, eccentric block and pump leaf, and eccentric block and pump leaf are arranged
At machine shaft both ends.
Preferably, the gravity rod includes first body of rod and second body of rod, and first body of rod is arranged in second body of rod
Top, second body of rod are hollow tube.
Preferably, it includes guiding device that water, which rushes vibrating impacter, and guiding device is arranged on gravity rod.
Preferably, the guiding device is leading truck or buoyancy adjustment part.
Preferably, hanging ring is equipped at the top of the gravity rod.
Preferably, the lower section of gravity rod is equipped with limit plate.
Preferably, the limit plate is umbrella.
Preferably, the gravity rod bottom is equipped with umbrella shape injection anchor.
Preferably, the anchor body bayonet side is equipped with screw.
Technical effect of the invention: a kind of water of the invention rushes vibrating impacter and realizes vibroflotation and water supply by vibroflotation immersible pump,
The two is combined into one, and water punching and vibroflotation are realized in piling, promotes Piling speed, using more convenient, is suitble to drive piles under water
Occasion；The inclination in work can be reduced, be able to maintain in piling vertical.
Detailed description of the invention
Fig. 1 is that a kind of water of the embodiment of the present invention rushes the schematic diagram of vibrating impacter.
Fig. 2 is a kind of schematic diagram of vibroflotation immersible pump of the embodiment of the present invention.
Fig. 3 is the schematic diagram of the anchor body bayonet of the embodiment of the present invention.
Fig. 4 is a kind of schematic diagram of vibroflotation immersible pump additional buoyancy regulating part of the embodiment of the present invention.
Fig. 5 is the schematic diagram of the umbrella shape injection anchor of the embodiment of the present invention.
Fig. 6 is the schematic diagram when umbrella shape injection anchor of the embodiment of the present invention is opened.
Fig. 7 is the schematic diagram of the umbrella shape injection anchor with multiple umbrella frame units of the embodiment of the present invention.
Specific embodiment
In the following, in conjunction with example, property feature and advantage is further described for the essence of the present invention, but the present invention not office
It is limited to listed embodiment.
As shown in Figures 1 to 7, it includes gravity rod 82 and vibroflotation immersible pump 81, vibration that a kind of water of the present embodiment, which rushes vibrating impacter,
It rushes immersible pump 81 to be arranged on gravity rod 82, vibroflotation immersible pump 81 is equipped with cable 814, and 82 bottom of gravity rod is equipped with anchor body bayonet
823, vibroflotation immersible pump 81 has water outlet 814 and water inlet 815, water outlet 814 and the gravity rod 82 of vibroflotation immersible pump 81
Inlet opening 821 is connected to, and has fluid channel 822 in gravity rod, and fluid channel 822 is connected to inlet opening 821.Above-mentioned technical proposal
In, gravity is capable of providing by setting gravity rod and then reduces the inclination that water rushes vibrating impacter.By the way that cable is arranged, so that vibroflotation is latent
Water pump can be connect with water surface power supply, realize power transmitting, and the power supply, which can be, to be set on ship or the power generation of offshore platform
Machine.By the way that anchor body bayonet is arranged, it can be connect in injection operation with anchor body, anchor body is provided and is fixed, can divided with anchor body after injection
From.
In the present embodiment, the vibroflotation immersible pump 81 includes machine shaft 811, eccentric block 812 and pump leaf 813, eccentric block
812 are arranged with pump leaf 813 at 811 both ends of machine shaft.In above-mentioned technical proposal, by the rotation of machine shaft, so that eccentric
Block 812 generates vibration, so that vibroflotation immersible pump be made to vibrate, water is driven to rush vibrating impacter vibration.Vibroflotation immersible pump is by water from water inlet
815 are pumped into and from the output of water outlet 814 to fluid channel 822.
In the present embodiment, the gravity rod 82 includes first body of rod 10 and second body of rod 20, and the setting of first body of rod 10 is the
20 top of bipole body, second body of rod 20 is hollow tube, so as to be adjusted by the relative position of first body of rod and second body of rod,
The height for adjusting gravity rod, can be bolted between first body of rod and second body of rod.
In the present embodiment, it includes guiding device 9 that water, which rushes vibrating impacter, and guiding device 9 is arranged on gravity rod 82, thus in weight
Power bar job initiation is able to carry out perpendicular attitude control.
In the present embodiment, the guiding device 9 is leading truck 91 or buoyancy adjustment part 92, and leading truck 91 is located at the bottom, weight
Power bar 82 passes through the guide ring 911 of leading truck 91, enables gravity rod vertical；The buoyancy adjustment part 92 is using additional weight
Object, so that the centre of buoyancy of gravity rod is consistent with center of gravity, additional weight can also increase the initial pressure to substrate, improve sinker speed
Degree.When leading truck is arranged, limit plate 7 is located above leading truck.
In the present embodiment, hanging ring 824 is equipped at the top of the gravity rod 82, hanging ring 824 with hanger rope 30 for connecting, thus will
Water rushes vibrating impacter and slings.
In the present embodiment, the lower section of gravity rod 82 is equipped with limit plate 7, when limit plate 7 contacts seabed, makes umbrella shape injection anchor
Stop injection, to control depth of penetration, in the present embodiment, limit plate is umbrella.
In the present embodiment, 82 bottom of gravity rod is equipped with umbrella shape injection anchor 100, to rush vibrating impacter for injection by water
Anchor injection seabed.Umbrella shape injection anchor 100 includes anchor body 1, umbrella skeleton unit 2, fabric 3 and confinement ring 4, the umbrella skeleton list
2 setting of member is in 1 surrounding of anchor body, and 2 one end of umbrella skeleton unit and anchor body 1 are hinged, and the other end is free end.4 sets of the confinement ring
It is located on umbrella skeleton unit, confinement ring collapses umbrella skeleton unit, and the fabric 3 is arranged on umbrella skeleton unit.Institute
It states and is equipped with water stream channel 11 in anchor body 1, water stream channel 11 is by extending to anchor body bottom and having in anchor body bottom at the top of anchor body
Water hole 111.In above-mentioned technical proposal, umbrella shape injection anchor receives umbrella skeleton unit 2 in the initial state, by confinement ring 4
Hold together；When umbrella shape injection anchor in use, in the umbrella shape injection anchor insertion bottom, when umbrella shape injection is anchored into subaqueous soil, confinement ring 4
Upper slippage is fallen, and umbrella skeleton unit 2 is opened, umbrella skeleton unit can increase anchor-hold；By the way that fabric 3, energy is arranged
Enough further expansion forced areas, enhance anchor-hold, fabric is high strength fabric, such as glass fibre.In the present embodiment, the umbrella
Shape skeleton unit 2 includes support rod 21, and support rod has more, and support rod one end and anchor body are hinged, and the other end is free end, thus
When confinement ring 4 falls off, support rod being capable of rotating opening.In the present embodiment, the fabric 3 is arranged between support rod, support
Gang rope 22 is equipped between the free end of bar 21, to further enhance anchor-hold.In the present embodiment, umbrella skeleton unit 2 includes just
Beginning expanding elastic part 5, initial expanding elastic part 5 is between anchor body and support rod, to apply elastic force to support rod, convenient for branch
Strut 21 opens.In the present embodiment, umbrella shape injection anchor includes becket bridle 6, and becket bridle 6 is arranged at the top of anchor body, becket bridle in piling not
Stress, and pretension is provided, for fastening anchor hawser 50.In the present embodiment, 1 bottom of anchor body is pile top 12, and pile top is taper,
Consequently facilitating anchor body enters subaqueous soil.The umbrella skeleton unit 2 has multiple, and multiple umbrella skeleton units 2 are arranged in series in
On anchor body, to further enhance the anchor-hold of umbrella shape injection anchor in placing into the soil by multiple umbrella skeleton units.
In the present embodiment, the anchor body bayonet side is equipped with screw 40, and screw connects anchor body with gravity rod,
It generates fastening force (withdrawal resistance), fastening force is greater than anchor weight power and is less than anchor-hold.After anchor body reaches predetermined position, anchor line is tensed
Pretension is formed, anchor body generates anchor-hold, then pulls gravity rod that anchor body bayonet and anchor body are detached from.
The water of the present embodiment rushes vibrating impacter when in use, and steps are as follows: 1, connecting anchor body with gravity rod, then sink to
Position；2, tensiometer is set on hanger rope 30, and starting water rushes vibrating impacter and carries out injection operation, so that the injection of anchor body is to setting position；3,
Tensiometer pretension anchor hawser 50 is connect, so that umbrella skeleton unit opens, and keeps silt filling closely knit；4, it shuts down and anchor hawser is maintained to draw
Power is for a period of time；5, water vibrating impacter pull-up is rushed by hanger rope to separate with anchor body.In step 3, if pretension fails, can distinguish
Recycling anchor body and water rush vibrating impacter, and adjustment gravity pole length carries out lower subjob again.If pretension fails, can also use following
Method: being switched on and prestretching anchor hawser, shows numerical value judges whether anchor-hold is qualified by tensiometer, if qualified, shut down and remain certain
The correct tension of time.By tensiometer, Gravity changer can be shown, control injection posture, control penetrating speed, measure anchor hawser
Pretension.
A kind of water of the present embodiment rushes vibrating impacter and realizes that vibroflotation and water supply, the two are combined into one by vibroflotation immersible pump,
Water punching and vibroflotation are realized when piling, promotes Piling speed, use more convenient, the suitable occasion driven piles under water；Work can be reduced
Inclination in work is able to maintain vertical in piling.
It is pointed out that the technical concepts and features of above-mentioned preferred embodiment only to illustrate the invention, its object is to
Those skilled in the art can understand the contents of the present invention and implements accordingly, and protection of the invention can not be limited with this
Range.Any equivalent change or modification in accordance with the spirit of the invention should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of water rushes vibrating impacter, which is characterized in that including gravity rod and vibroflotation immersible pump, vibroflotation immersible pump is arranged in gravity rod
On, vibroflotation immersible pump is equipped with cable, and gravity rod bottom is equipped with anchor body bayonet, and vibroflotation immersible pump has water outlet and water inlet, vibration
The water outlet for rushing immersible pump is connected to the inlet opening of gravity rod, has fluid channel in gravity rod, and fluid channel and inlet opening connect
It is logical.
2. water according to claim 1 rushes vibrating impacter, which is characterized in that the vibroflotation immersible pump includes machine shaft, partially
Heart block and pump leaf, eccentric block and pump leaf are arranged at machine shaft both ends.
3. water according to claim 2 rushes vibrating impacter, which is characterized in that the gravity rod includes first body of rod and the second bar
Body, first body of rod are arranged above second body of rod, and second body of rod is hollow tube.
4. water according to claim 3 rushes vibrating impacter, which is characterized in that it includes guiding device that water, which rushes vibrating impacter, guiding dress
It installs on gravity rod.
5. water according to claim 4 rushes vibrating impacter, which is characterized in that the guiding device is leading truck or buoyancy adjustment
Part.
6. water according to claim 5 rushes vibrating impacter, which is characterized in that be equipped with hanging ring at the top of the gravity rod.
7. water according to claim 1 rushes vibrating impacter, which is characterized in that the lower section of gravity rod is equipped with limit plate.
8. water according to claim 7 rushes vibrating impacter, which is characterized in that the limit plate is umbrella.
9. water according to claim 1 rushes vibrating impacter, which is characterized in that the gravity rod bottom is equipped with umbrella shape injection anchor.
10. water according to claim 1 rushes vibrating impacter, which is characterized in that the anchor body bayonet side is equipped with screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811653412.XA CN109853563A (en) | 2018-12-31 | 2018-12-31 | A kind of water rushes vibrating impacter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811653412.XA CN109853563A (en) | 2018-12-31 | 2018-12-31 | A kind of water rushes vibrating impacter |
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| Publication Number | Publication Date |
|---|---|
| CN109853563A true CN109853563A (en) | 2019-06-07 |
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ID=66893744
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811653412.XA Pending CN109853563A (en) | 2018-12-31 | 2018-12-31 | A kind of water rushes vibrating impacter |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0318172A2 (en) * | 1987-11-23 | 1989-05-31 | Phoenix Engineering Ltd. | Method for densification of particulate masses |
| JPH0489495U (en) * | 1991-04-15 | 1992-08-05 | ||
| US20020003989A1 (en) * | 2000-05-24 | 2002-01-10 | Hodge William E. | Method and apparatus for improving the structure of saturated masses of granular materials |
| CN202323921U (en) * | 2011-11-23 | 2012-07-11 | 北京长安光大机电设备有限公司 | Horizontal and vertical synchronous vibration vibroflot |
| CN204849728U (en) * | 2015-08-06 | 2015-12-09 | 晋州市水泵厂 | Shake towards special many delivery ports vibrating head of ware |
| CN209760234U (en) * | 2018-12-31 | 2019-12-10 | 相城区黄桥宜智机电技术服务部 | Water-flushing vibroflotation device |
-
2018
- 2018-12-31 CN CN201811653412.XA patent/CN109853563A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0318172A2 (en) * | 1987-11-23 | 1989-05-31 | Phoenix Engineering Ltd. | Method for densification of particulate masses |
| JPH0489495U (en) * | 1991-04-15 | 1992-08-05 | ||
| US20020003989A1 (en) * | 2000-05-24 | 2002-01-10 | Hodge William E. | Method and apparatus for improving the structure of saturated masses of granular materials |
| CN202323921U (en) * | 2011-11-23 | 2012-07-11 | 北京长安光大机电设备有限公司 | Horizontal and vertical synchronous vibration vibroflot |
| CN204849728U (en) * | 2015-08-06 | 2015-12-09 | 晋州市水泵厂 | Shake towards special many delivery ports vibrating head of ware |
| CN209760234U (en) * | 2018-12-31 | 2019-12-10 | 相城区黄桥宜智机电技术服务部 | Water-flushing vibroflotation device |
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