CN208370176U - High-pressure hydraulic excavating device with sludge discharge function - Google Patents
High-pressure hydraulic excavating device with sludge discharge function Download PDFInfo
- Publication number
- CN208370176U CN208370176U CN201820915809.0U CN201820915809U CN208370176U CN 208370176 U CN208370176 U CN 208370176U CN 201820915809 U CN201820915809 U CN 201820915809U CN 208370176 U CN208370176 U CN 208370176U
- Authority
- CN
- China
- Prior art keywords
- water
- spoil disposal
- pressure hydraulic
- head unit
- excavating gear
- 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.)
- Expired - Fee Related
Links
- 239000010802 sludge Substances 0.000 title claims description 61
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 88
- 239000007921 spray Substances 0.000 claims abstract description 49
- 239000002689 soil Substances 0.000 claims abstract description 26
- 230000007246 mechanism Effects 0.000 claims description 19
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 claims description 18
- 239000000203 mixture Substances 0.000 claims description 3
- 239000002245 particle Substances 0.000 abstract description 6
- 230000001174 ascending effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 15
- 230000009471 action Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 238000005507 spraying Methods 0.000 description 3
- 235000013399 edible fruits Nutrition 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Earth Drilling (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model discloses a high pressure hydraulic excavating gear with arrange mud function includes: the spray head unit is connected to the bottom end of a spray pipe, a water channel is arranged in the spray head unit, a downward lower water outlet of the spray head unit is communicated with the water channel, and the spray pipe provides water source to enter the water channel and sprays strong water jet from the lower water outlet; wherein, the bottom end of the nozzle unit is provided with a breaking part which contacts and impacts soil. The utility model discloses mainly set up upward last delivery port and communicate in this water course at the shower nozzle unit, this at least one goes up the delivery port and is used for upwards spouting powerful water jet, borrows by this ascending water jet to take away muddy water and silt particle in the hole.
Description
Technical field
The utility model relates to a kind of high-pressure hydraulic excavating gears with spoil disposal function.
Background technique
TaiWan, China I581699 patent discloses a kind of impact type that ground Zinc fractions column hole is given birth in trees
High-pressure hydraulic excavating gear, the case can just make soil in being described in detail why soil needs to dig out column hole in the prior art
The enhancement of environment of earth provides big soil particle hole, successional soil gap, deep layer active porosity, and then allows trees
Root system can be grown in rate of oxygen and the good environment of moisture content, so as to enabling trees to grow up.The case simultaneously enumerates multiple existing skills
Art, illustrate the prior art by vapour-pressure type, it is mechanical and hydrostatic in a manner of soil is improved, however, all some are lacked
Mistake has much room for improvement.
Aforementioned TaiWan, China I581699 patent, other than jet pipe, spray head, technical characteristics exist technical characteristic
In having an impact head, attacking and destroy portion and impact soil, and the outgoing having using impact head center using impact head front end
Hole project strength water jet carry out impulse soil, whereby come form one can be as deep as the column hole of soil hard pan.Though this case technology
So can achieve the purpose for excavating column hole, however, in mining process, due to water be one flow into this column hole and
The mechanism not being discharged, therefore after water more accumulates the more, i.e., it can be in the silt particle under the bottom in this column hole and impulse
It is mixed to form muddy water, if silt particle contained in these muddy water is too many or concentration is too high, strength water jet can be hindered instead
The reduction of its impulse power is caused, and then therefore the efficiency for influencing to excavate if these muddy water can be discharged, can promote hole far and away
The efficiency that cave is excavated.
The discharge muddy water technology being currently known, mainly using a soil discharging facility in a manner of drawing water by the muddy water in hole
Extraction however, it is necessary to separate with excavation movement, that is, carries out excavation and the movement of spoil disposal water respectively, in the use of equipment,
Also it just will become and first excavated with excavating equipment, when to be drawn water, just taken out excavating equipment, be placed in pumping equipment to be taken out
Water after exhausting water, and must take out pumping equipment, then be placed in excavating equipment and continue to excavate, and be very troublesome really in this way
And it is inconvenient.
Utility model content
The main purpose of the utility model is in that provide a kind of high-pressure hydraulic excavating gear with spoil disposal function, can
When excavating soil, the muddy water in hole is discharged to outside hole together.
The main purpose of the utility model is in that provide a kind of high-pressure hydraulic excavating gear with spoil disposal function, phase
For the existing excavating gear that muddy water can not be discharged, the effect for promoting hole digging efficiency can achieve.
In order to achieve the above objectives, the utility model provides a kind of high-pressure hydraulic excavating gear with spoil disposal function, packet
Contain: an ejection head unit is connected to the bottom end of a jet pipe, has a water channel inside the ejection head unit, and the ejection head unit has
A lower outlet directed downwardly is connected to the water channel, which provides water source and enter the water channel, and sprays strength by the lower outlet
Water jet;Wherein, which, which has to contact and impact the one of soil, attacks and destroy portion;The ejection head unit has upward
An at least upper water-out mouth be connected to the water channel, at least a upper water-out mouth can spray strength water jet upwards for this.
Wherein: having further included a sludge pipe, closed by a mechanism of ammonium fixation to be kept fixed space with the ejection head unit
System, the strength water jet that an at least upper water-out mouth for the ejection head unit is sprayed is by the bottom entrance of the sludge pipe and in the spoil disposal
It is erupted upward in pipe;The spoil disposal bottom of the tube has a mud inlet, enters for muddy water.
Wherein: the mechanism of ammonium fixation is a fixture, is set to the sludge pipe, and be held on the jet pipe.
Wherein: the mechanism of ammonium fixation are as follows: the ejection head unit is partially submerged into the spoil disposal tube wall;An at least upper water-out mouth position
In in the sludge pipe.
Wherein: the mechanism of ammonium fixation is a fixture, is set to the sludge pipe, and be held on the ejection head unit.
Wherein: the ejection head unit is partially submerged into the spoil disposal tube wall, and this at least a upper water-out mouth is located at the sludge pipe
Interior, the strength water jet sprayed is directly entered the sludge pipe.
Wherein: the strength water jet that an at least upper water-out mouth is sprayed enters the sludge pipe by the mud inlet.
Wherein: the ejection head unit is located at the spoil disposal bottom of the tube and corresponds to the mud inlet, and has part to be located at the sludge pipe
Interior, at least a upper water-out mouth is located in the sludge pipe for this.
Wherein: the ejection head unit is located at outside the sludge pipe.
Wherein: the axial direction for being oriented parallel to the sludge pipe of at least upper water-out mouth ejection strength water jet.
Wherein: the ejection head unit is only by a sprinkler composition.
Wherein: there is the spray head connecting hole to connect for the jet pipe, which is connected to the water channel and is located at the spray head
Top, the lower outlet are located at the spray head lower part, and at least a upper water-out mouth is located at the spray head top for this.
Wherein: there is the spray head connecting hole to connect for the jet pipe, which is connected to the water channel and is located at the spray head
Side, the lower outlet are located at the spray head lower part, and at least a upper water-out mouth is located at the spray head top for this.
Wherein: the portion of attacking and destroy is extended downwardly by the spray head around the lower outlet in cone-shaped.
Wherein: the portion of attacking and destroy is cylindrical in shape, and is extended downwardly around the lower outlet by the spray head.
Wherein: the spray head is made of a piece uploading and a tubular structure, the lower outlet and an at least upper water-out mouth
Positioned at the piece uploading, which is incorporated into the piece uploading and surrounds around the lower outlet, which is formed in the tubular knot
Structure bottom.
Wherein: the ejection head unit has a menifold, a lower nozzle and a upper nozzle, which is connected to the bottom of the jet pipe
End, the lower nozzle are connected to the menifold, which is set to the lower nozzle, which is connected to the menifold, this at least one
Upper water-out mouth is set to the upper nozzle.
Whereby, it can reach when excavating soil, the muddy water in hole discharged into the effect to outside hole together, and
For the existing excavating gear that muddy water can not be discharged, the utility model may also reach up the effect for promoting hole digging efficiency
Fruit.
The utility model is described in detail below in conjunction with the drawings and specific embodiments, but not as to the utility model
Restriction.
Detailed description of the invention
Fig. 1 is the schematic elevation view of the first preferred embodiment of the utility model.
Fig. 2 is the schematic cross-sectional view of the first preferred embodiment of the utility model.
Fig. 3 is the action schematic diagram of the first preferred embodiment of the utility model.
Fig. 4 is another action schematic diagram of the first preferred embodiment of the utility model.
Fig. 5 is the another action schematic diagram of the first preferred embodiment of the utility model.
Fig. 6 is the ejection head unit cross-sectional view of another kind of framework of the first preferred embodiment of the utility model.
Fig. 7 is the ejection head unit cross-sectional view of another framework of the first preferred embodiment of the utility model.
Fig. 8 is the ejection head unit cross-sectional view of another framework of the first preferred embodiment of the utility model.
Fig. 9 is the ejection head unit cross-sectional view of the again another framework of the first preferred embodiment of the utility model.
Figure 10 is the partial schematic sectional view of the second preferred embodiment of the utility model.
Figure 11 is the partial schematic sectional view of another kind of framework of the second preferred embodiment of the utility model.
Figure 12 is the partial schematic sectional view of another framework of the second preferred embodiment of the utility model.
Figure 13 is the action schematic diagram of the second preferred embodiment of the utility model.
Figure 14 is the partial schematic sectional view of the utility model third preferred embodiment.
Wherein, appended drawing reference:
The 10 high-pressure hydraulic excavating gears with spoil disposal function
11 ejection head units 111 attack and destroy 12 connecting hole of portion
13 water channel, 14 lower outlet, 16 upper water-out mouth
21 jet pipe, 29 high-pressure water
111A attacks and destroy portion
11B ejection head unit 111B attacks and destroy portion's 112B piece uploading
113B tubular structure 14B lower outlet 16B upper water-out mouth
11C ejection head unit 12C connecting hole 13C water channel
16D upper water-out mouth
The 30 high-pressure hydraulic excavating gears with spoil disposal function
31 ejection head unit, 36 upper water-out mouth, 51 sludge pipe
511 mud inlet, 52 mechanism of ammonium fixation (fixture)
31A ejection head unit 36A upper water-out mouth 51A sludge pipe
52A mechanism of ammonium fixation
31B ejection head unit 36B upper water-out mouth 41B jet pipe
51B sludge pipe 511B mud inlet 52B mechanism of ammonium fixation
The 60 high-pressure hydraulic excavating gears with spoil disposal function
61 ejection head unit, 611 menifold, 612 lower nozzle
613 upper nozzle, 64 lower outlet, 66 upper water-out mouth
71 jet pipe, 81 sludge pipe
91 holes
Specific embodiment
Where the technical characterstic of the utility model is described in detail, hereby lifts preferred embodiment below and schema is cooperated to say
It is bright as after, in which:
It must first illustrate, for the convenience indicated and facilitate understanding, the schema of the utility model is not with true
Ratio is drawn, the size of each element and the bore of water outlet, not such as ratio that schema is shown.
As shown in Figure 1 to Figure 2, a kind of high pressure water with spoil disposal function illustrated by one preferred embodiment of the utility model
Power excavating gear 10 mainly has an ejection head unit 11, in which:
The ejection head unit 11 only by a sprinkler composition there is a connecting hole 12 to be connected to a spray in this present embodiment
The bottom end of pipe 21, has a water channel 13 inside the ejection head unit 11, which is connected in the water channel 13 and is located at the spray head list
First 11 tops, and there is a lower outlet 14 directed downwardly to be connected to the water channel 13 for 11 lower part of ejection head unit.The jet pipe 21 is to use
A high-pressure water 29 is connected to so as to providing water source, after the water source provided enters water channel 13, i.e., is sprayed by the lower outlet 14
One of strength water jet out.
11 bottom end of ejection head unit, which has, attacks and destroy portion 111 to contact and impact soil.In this present embodiment, this is attacked and destroy
Portion 111 is in cone-shaped, and is extended downwardly around the lower outlet 14 by the ejection head unit 11.
In addition, the top of the ejection head unit 11 has two upper water-out mouths 16 upward, the connection of the two upper water-out mouths 16
In the water channel 13, to spray strength water jet upwards.
The framework of this first embodiment is explained above, the mode of operation of this first embodiment will be illustrated next.
Referring to Fig. 3, user can hold jet pipe 21 together with the spray of the utility model when being intended to excavate hole to soil
Head unit 11 is placed in soil surface, and opens the high-pressure water 29, and it is high that the lower outlet 14 of the ejection head unit 11 can spray one
The strength water jet of pressure, and impact in soil surface, while the two upper water-outs mouth 16 can also spray the strength water jet of high pressure,
This simultaneously, user can also hold 21 slamming down of jet pipe, and the portion 111 that attacks and destroy of 11 end of ejection head unit is made to impact soil
Earth can in the case where water impact is to soften soil and attack and destroy dual strength effect of 111 entity of the portion impact to smash hardening soil
Soil surface easily to be excavated downwards to the hole 91 (being shown in Fig. 4) of one section of depth very much, allow whereby the ejection head unit 11 by
Step is reached deep down into the hole 91.It is then separated into silt particle as broken soil is rushed and is mixed into muddy water with water, and deposit
It stays in the hole 91.
As shown in figure 4, entering the hole 91 in the ejection head unit 11 and reaching the two upper water-outs mouth 16 and also flooded by muddy water
Degree when, the strength water jet which is sprayed can drive surrounding muddy water to spray the hole upwards simultaneously
The muddy water for being higher than the two upper water-outs mouth 16 can be taken out of the hole while excavating hole 91 by cave 91, whereby, this first embodiment
Cave 91 in this way, which silt particle is constantly cleared out hole 91, and only retains the muddy water not higher than two upper water-outs mouth, 16 height,
It so may insure that the efficiency excavated is unaffected.Thus it is aforementioned also to know that the digging efficiency of the utility model is necessarily better than
The prior art.
However, as shown in figure 5, the strength water jet that the two upper water-outs mouth 16 is sprayed is i.e. as hole 91 more digging is deeper
It may be sprayed onto the wall surface in the hole 91, and the wall surface soil in hole 91 is also softened by impulse, if thus hole
Also column will not be presented in avalanche due to impulse softens, the then hole 91 excavated to the soil of 91 wall surfaces, and under presenting greatly
Small hole 91.Therefore, it is not intended to hole 91 to become up big and down small if allowing for, can choose not dig hole 91
Obtain occasion that is too deep, or selecting to dig shallow bore hole cave 91.
In this first embodiment, in above-mentioned 11 structure of ejection head unit, attacking and destroy portion 111 is in cone-shaped, however, such as
Shown in Fig. 6, this attacks and destroy portion 111A and can also be cylindrical in shape.In addition, as shown in fig. 7, this tubular attacks and destroy portion 111B and can also have
Other kind of embodiment, that is, form ejection head unit 11B by a piece uploading 112B and a tubular structure 113B, and make this
Lower outlet 14B and two upper water-outs mouth 16B are located at piece uploading 112B, and tubular structure 113B is incorporated into piece uploading 112B and encloses
Firmly around lower outlet 14B, and so that this is attacked and destroy portion 111B and be formed in the bottom tubular structure 113B.
Trees can be constituted with which kind of advantageous effects and its time that can be maintained as the column hole 91 of excavation,
The creation description of I581699 patent can be considered in light of actual conditions to learn, repeated no more in this.
In addition, connecting hole 12 is being located at 11 top of ejection head unit in above-mentioned 11 structure of ejection head unit.However, even
The position for connecing hole 12 is not limited to 11 top of ejection head unit, as shown in figure 8, connecting hole 12C also can be set in ejection head unit 11C
Side, equally can achieve the effect for feeding the water into ejection head unit 11C inner lead 13C.
What it is it is still necessary to supplementary explanation is a little that the water spraying direction of the two upper water-outs mouth 16 not to be limitation vertically upward, such as
Shown in Fig. 9, the water spraying direction of two upper water-outs mouth 16D also can achieve towards slanting mode to be taken muddy water out of hole 91 and (shows
In Fig. 4 to the effect of Fig. 5).
From the foregoing, it will be observed that this first embodiment will impact excavating gear and mud-sucking device is incorporated on a spray head, it can be narrow
Small hollow spaces, while reaching the shortcomings that hydraulicking soil is with excluding the work of mud, greatly improved the prior art.
In addition, the prior art must hydraulicking with take out mud operation be used alternatingly, the utility model is then to operate simultaneously
Hydraulicking and pumping mud operation, thus working efficiency can be improved.
Referring again to Figure 10, a kind of high pressure water with spoil disposal function illustrated by the second preferred embodiment of the utility model
Power excavating gear 30 takes off first embodiment before being mainly generally same as, the difference is that:
This second embodiment has more a sludge pipe 51, is kept fixed by a mechanism of ammonium fixation 52 with the ejection head unit 31
Relative space relation, the ejection head unit 31 only have a upper water-out mouth 36, the strength water that this upper water-out mouth 36 is sprayed
Jet stream is being entered in this sludge pipe 51 by the bottom of this sludge pipe 51 and being erupted upward.In addition, 51 bottom of sludge pipe
With a mud inlet 511, for muddy water entrance.
Mechanism of ammonium fixation 52 above-mentioned can be there are many mode, such as fixture shown in Fig. 10 is i.e. as the mechanism of ammonium fixation 52,
The fixture 52 is set to be set to the sludge pipe 51, and to be held on the ejection head unit 31;Also, being embedded in shown in either such as Figure 11
Relationship mainly makes ejection head unit 31A's to be partially submerged into sludge pipe 51A tube wall as mechanism of ammonium fixation 52A, and makes on this
Water outlet 36A is located in sludge pipe 51A;Come also, being also possible to fixture shown in such as Figure 12 as mechanism of ammonium fixation 52B, if
In sludge pipe 51B, and it is held on jet pipe 41B.Several mechanism of ammonium fixation 52,52A above-mentioned, 52B can keep sludge pipe
51 are kept fixed opposite spatial relationship with ejection head unit 31.
The strength water jet that the aforementioned upper water-out mouth 36 is sprayed can be had more by the mode that 51 bottom of sludge pipe enters
Kind mode, such as state shown in Figure 11 are to make ejection head unit 31A's to be partially submerged into sludge pipe 51A tube wall, and go out on this
Mouth of a river 36A is located in sludge pipe 51A, and the strength water jet sprayed is then to be directly entered sludge pipe 51A;Also, either
Such as state shown in Figure 12, mainly it is located at ejection head unit 31B outside sludge pipe 51B, and make upper water-out mouth 36B
The strength water jet sprayed enters sludge pipe 51B by mud inlet 511B;In addition it is also possible to shape for example shown in Fig. 10
State makes the ejection head unit 31 be located at 51 bottom of sludge pipe and corresponds to the mud inlet 511, and has part to be located at the sludge pipe 51
Interior, which is then located in the sludge pipe 51.Several ways above-mentioned can make the upper water-out mouth 36,36A, 36B
The strength water jet of ejection enters the sludge pipe 51 by 51 bottom of sludge pipe.
Next illustrate the mode of operation of this second embodiment shown by Figure 10 for framework.As shown in figure 13,
Since the sludge pipe 51 is the fixation relativeness kept by a mechanism of ammonium fixation 52 with the ejection head unit 31, digging
During digging hole 91, as the depth in hole 91 is more and more deep, which is as the ejection head unit 31 is deep together
Enter hole 91.The strength water jet sprayed by the upper water-out mouth 36 is directly entered the sludge pipe 51 due to being, and should
Therefore muddy water in hole 91 also can spray into the sludge pipe 51 into the sludge pipe 51 by the mud inlet 511 of the sludge pipe 51
Strength water jet is that will drive other end movement of the muddy water in the sludge pipe 51 towards the sludge pipe 51, and then the spoil disposal is discharged
Pipe 51 achievees the effect that muddy water hole 91 is discharged.
What must be remarked additionally is a bit, if the direction that the upper water-out mouth 36 sprays strength water jet is parallel to the spoil disposal
The axial direction of pipe 51 then can achieve the optimal effect for driving muddy water.However, if emission direction is slightly tiltedly in the sludge pipe 51
Axial direction, although then the skew because of water spraying direction, little impact drives the effect of muddy water generally speaking to remain to effective band
Dynamic muddy water is discharged by the sludge pipe 51.
Remaining structure of this second embodiment and the effect of can reach, takes off first embodiment, holds no longer before being generally same as
It gives and repeating.
Referring again to Figure 14, a kind of high pressure water with spoil disposal function illustrated by the second preferred embodiment of the utility model
Power excavating gear 60 takes off second embodiment before being mainly generally same as, the difference is that:
The ejection head unit 61 has a menifold 611, a lower nozzle 612 and a upper nozzle 613, and the menifold 611 is to even
It is connected to the bottom end of the jet pipe 71, which is connected to the menifold 611, which is set to the lower nozzle 612, should
Upper nozzle 613 is connected to the menifold 611, which is set to the upper nozzle 613.
In this third embodiment, mainly upper water-out mouth 66 and lower outlet 64 be respectively arranged at upper nozzle 613 and
Lower nozzle 612, such mode being provided separately can equally achieve the effect that downward and spray strength water jet respectively upwards.This
Although the framework of sample is using two spray heads, but still by feasible and be that the creation spirit of this case covers.In addition, in some situations
Under, producer is possible to that the menifold 611 and the jet pipe 71 is integrally manufactured out, that is, is integrally formed, though it can improve in this way
Cost, but be also one of feasible mode in manufacture, and the technical scope that should be this case is covered.
In addition, in Figure 14, by 81 partly cut-away of sludge pipe to facilitate the relevant position for inspecting the upper nozzle 613.
Framework of this third embodiment due to having used two spray heads can not be accomplished reach such as second embodiment
To be integrated into the diminution volume effect of a small-sized spray head, but remain to reach while carrying out hydraulicking and take out the effect of mud operation
Fruit.
Remaining structure of this third embodiment and the effect of can reach, takes off second embodiment, holds no longer before being generally same as
It gives and repeating.
Certainly, the utility model can also have other various embodiments, without departing substantially from the spirit of the present invention and its essence
In the case of, those skilled in the art can make various corresponding changes and modifications, but these phases according to the utility model
The change and modification answered all should belong to the protection scope of the utility model claims.
Claims (17)
1. a kind of high-pressure hydraulic excavating gear with spoil disposal function, includes:
One ejection head unit is connected to the bottom end of a jet pipe, which has a water channel, and the ejection head unit is with directed downwardly
One lower outlet is connected to the water channel, which provides water source and enter the water channel, and sprays strength water jet by the lower outlet;
Wherein, which, which has to contact and impact the one of soil, attacks and destroy portion;
It is characterized by:
There is the ejection head unit an at least upper water-out mouth upward to be connected to the water channel, and at least a upper water-out mouth can spray upwards for this
Strength water jet out.
2. the high-pressure hydraulic excavating gear according to claim 1 with spoil disposal function, it is characterised in that: further included one
Sludge pipe is kept fixed relative space relation with the ejection head unit by a mechanism of ammonium fixation, the ejection head unit at least one on
The strength water jet that water outlet is sprayed by the bottom of the sludge pipe enter and in being erupted upward in the sludge pipe;The sludge pipe bottom
Portion has a mud inlet, enters for muddy water.
3. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: the mechanism of ammonium fixation
For a fixture, it is set to the sludge pipe, and is held on the jet pipe.
4. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: the mechanism of ammonium fixation
Are as follows: the ejection head unit is partially submerged into the spoil disposal tube wall;At least a upper water-out mouth is located in the sludge pipe for this.
5. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: the mechanism of ammonium fixation
For a fixture, it is set to the sludge pipe, and is held on the ejection head unit.
6. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: the ejection head unit
Be partially submerged into the spoil disposal tube wall, and this at least a upper water-out mouth is located in the sludge pipe, the strength water jet sprayed is straight
It taps into the sludge pipe.
7. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: this is at least one
The strength water jet that water outlet is sprayed enters the sludge pipe by the mud inlet.
8. the high-pressure hydraulic excavating gear according to claim 7 with spoil disposal function, it is characterised in that: the ejection head unit
Positioned at the spoil disposal bottom of the tube and correspond to the mud inlet, and there is part to be located in the sludge pipe, at least a upper water-out mouth is located at for this
In the sludge pipe.
9. the high-pressure hydraulic excavating gear according to claim 7 with spoil disposal function, it is characterised in that: the ejection head unit
Outside the sludge pipe.
10. the high-pressure hydraulic excavating gear according to claim 2 with spoil disposal function, it is characterised in that: this at least one
The axial direction for being oriented parallel to the sludge pipe of upper water-out mouth ejection strength water jet.
11. the high-pressure hydraulic excavating gear according to claim 1 with spoil disposal function, it is characterised in that: the spray head list
Member is only by a sprinkler composition.
12. the high-pressure hydraulic excavating gear according to claim 11 with spoil disposal function, it is characterised in that: spray head tool
There is a connecting hole to connect for the jet pipe, which is connected to the water channel and is located at the spray head top, which is located at should
Spray head lower part, at least a upper water-out mouth is located at the spray head top for this.
13. the high-pressure hydraulic excavating gear according to claim 11 with spoil disposal function, it is characterised in that: spray head tool
There is a connecting hole to connect for the jet pipe, which is connected to the water channel and is located at the spray head side, which is located at should
Spray head lower part, at least a upper water-out mouth is located at the spray head top for this.
14. the high-pressure hydraulic excavating gear according to claim 11 with spoil disposal function, it is characterised in that: this attacks and destroy portion
In cone-shaped, extended downwardly around the lower outlet by the spray head.
15. the high-pressure hydraulic excavating gear according to claim 11 with spoil disposal function, it is characterised in that: this attacks and destroy portion
It is cylindrical in shape, is extended downwardly around the lower outlet by the spray head.
16. the high-pressure hydraulic excavating gear according to claim 11 with spoil disposal function, it is characterised in that: the spray head by
One piece uploading and a tubular structure are formed, the lower outlet and this at least a upper water-out mouth is located at the piece uploading, the tubular structure
It is incorporated into the piece uploading and surrounds around the lower outlet, which is formed in the bottom part of tubular structure.
17. the high-pressure hydraulic excavating gear according to claim 1 with spoil disposal function, it is characterised in that: the spray head list
Member has a menifold, a lower nozzle and a upper nozzle, which is connected to the bottom end of the jet pipe, which is connected to the qi
Pipe, the lower outlet are set to the lower nozzle, which is connected to the menifold, which is set to the upper nozzle.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW107103273A TWI661763B (en) | 2018-01-30 | 2018-01-30 | High-pressure hydraulic excavator with mud discharging function |
TW107103273 | 2018-01-30 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208370176U true CN208370176U (en) | 2019-01-15 |
Family
ID=64967429
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820915809.0U Expired - Fee Related CN208370176U (en) | 2018-01-30 | 2018-06-13 | High-pressure hydraulic excavating device with sludge discharge function |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN208370176U (en) |
TW (1) | TWI661763B (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI278559B (en) * | 2004-04-05 | 2007-04-11 | Chuan Home Machinery Co Ltd | Laccolith boring machine |
JP4173161B2 (en) * | 2005-12-28 | 2008-10-29 | 東日本旅客鉄道株式会社 | Excavation and excavation equipment for narrow spaces, excavation and excavation method and excavation and soil removal system for narrow areas |
TWI581699B (en) * | 2015-12-24 | 2017-05-11 | An impact type high pressure hydraulic excavation device for forming a columnar cavity in a grow a ground and a method for forming a columnar cavity | |
US20170284159A1 (en) * | 2016-04-05 | 2017-10-05 | Ryan Leslie Rinas | High pressure water jet add-on to hydrovac boom hose |
-
2018
- 2018-01-30 TW TW107103273A patent/TWI661763B/en active
- 2018-06-13 CN CN201820915809.0U patent/CN208370176U/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
TW201931990A (en) | 2019-08-16 |
TWI661763B (en) | 2019-06-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100557185C (en) | Hollow hammer hole bottom strong suction apparatus | |
RU2327027C2 (en) | Processing method of bottomhole zone | |
CN204729018U (en) | Bottom hole pressure difference pipe nipple falls in a kind of batch (-type) | |
CN208370176U (en) | High-pressure hydraulic excavating device with sludge discharge function | |
CN109083177B (en) | Precipitation process of integrated directional vacuum well point pipe | |
CN212296228U (en) | Water slag removing device with integrated drill bit for hydraulic anti-reflection measure | |
CN104153744B (en) | Pore type geothermal well jet well-flushing device and method for jetting well-flushing by using same | |
CN104895507A (en) | Intermittent shaft bottom pressure difference reduction sub | |
CN117052306A (en) | Tunnel water detection drilling equipment and advanced drilling water detection grouting water shutoff method | |
CN111656910A (en) | Multi-drill-rod linkage driving type soil digging vehicle | |
CN108708385B (en) | Integrated directional vacuum well point pipe | |
CN100469977C (en) | Suction manifold for dredging | |
AU2011327889A1 (en) | Modular tool for wellbore cleaning | |
CN106968616A (en) | A kind of anti-blocking drilling rod | |
CN205297495U (en) | Sand blasting perforator | |
CN102350150A (en) | Filter pipe for suction and discharge of biogas-containing stratum gas | |
CN103982665B (en) | A kind of marine drilling platform assisting in lifting pile shoe dual rotary sprays flushing device | |
CN112576211A (en) | Novel shaft bottom desilting device | |
CN208884554U (en) | Self-balancing caisson or open caisson | |
CN207194850U (en) | A kind of jet reverse circulation system | |
FR2540931A1 (en) | Well cleaning tool | |
CN220909644U (en) | L-shaped coal bed gas horizontal well pulverized coal fishing device | |
CN113153228B (en) | System for discharging brine and increasing capacity of gas storage, tubular column device and using method of system | |
CN1288323C (en) | Jet-flow perforating device | |
CN218562233U (en) | Empty box type ecological retaining wall for hydraulic engineering |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190115 |