CN206438499U - Wall building machine with water jet method - Google Patents
Wall building machine with water jet method Download PDFInfo
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- CN206438499U CN206438499U CN201621352291.1U CN201621352291U CN206438499U CN 206438499 U CN206438499 U CN 206438499U CN 201621352291 U CN201621352291 U CN 201621352291U CN 206438499 U CN206438499 U CN 206438499U
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- wall
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- water jet
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Abstract
The utility model is related to a kind of wall building machine with water jet method, including transversely movable gate-type frame, the lower inside of the gate-type frame is provided with the rectangle being connected with ground and leads wall mud collector, the rectangle leads wall mud collector and is placed on one for realizing the former that vertical cuts formation makes stratum form vertical rectangular shaped slot to stratum jetting, the former is driven by the elevating mechanism for being installed on upper rack and lifted, it is provided with and lifts the mud in vertical rectangular shaped slot and be used for former in former, the sludge drainage system that slag is extracted out, the mud replenishment system led to rectangle and fixed wall mud water is supplemented in wall mud collector is additionally provided with the gate-type frame.The device not only compact conformation, and operating efficiency is high, is conveniently used for quickly building diaphram wall, it is adaptable to build thick wall body, the big-wall of elongated slot section.
Description
Technical field
The utility model is related to a kind of wall building machine with water jet method.
Background technology
Existing sand shooting process machine has following defect：1）Sand shooting process machine makes wall displacement in the outside of track, complete machine weight
The heart is on the outside of track, and fuselage is too high so that stability when making wall operation is greatly lowered, and making wall bearing capacity greatly reduces,
Cause to make wall thickness little（Typically within 220）, the live load lotus fuselage for making wall operation generation rocks, poor into wall precision；2）
Recruitment is more, labor strength is big, and workman's climbing frame high-rise working security is poor；3）Jetting consumption is too big, construction site mud
Slurry spreads unchecked, and causes operating condition poor, seriously polluted, and mechanical noise is big, does not meet environmental requirement；4）Mechanization, automaticity
It is low, it is necessary to increase with the use of labour；5）The efficiency of construction operation is low, and cost is higher, and applicable works scope is small.Therefore
Existing wall building machine with water jet method can not meet the demands such as efficient, environmentally friendly, automation.
The content of the invention
The purpose of this utility model is to provide a kind of wall building machine with water jet method, not only compact conformation, and operating efficiency is high,
It is conveniently used for quickly building diaphram wall, it is adaptable to build thick wall body, the big-wall of elongated slot section.
The technical solution of the utility model is：A kind of wall building machine with water jet method, including transversely movable gate-type frame, institute
The lower inside for stating gate-type frame is provided with the rectangle being connected with ground and leads wall mud collector, and the rectangle is led wall mud collector and is nested with
It is used to realize the former that vertical cuts formation makes stratum form vertical rectangular shaped slot, the former to stratum jetting in one
Drive to be provided with lifting, former by the elevating mechanism for being installed on upper rack and lift vertical rectangle and be used for former
It is additionally provided with to lead in wall mud collector to rectangle in the sludge drainage system that mud, slag in slotted eye are extracted out, the gate-type frame and supplements Gu Bi
The mud replenishment system of slime water.
Further, the elevating mechanism includes the pull bar for being vertically arranged to former both sides, and the pull bar is certainly
The fixed station of gate-type upper rack is disposed through on down and with the drive mechanism being arranged on fixed station is connected to drive
Pull bar is lifted.
Further, the drive mechanism includes being correspondingly arranged in fixed station both sides and is placed on the hydraulic pressure on pull bar
Driver or screw driver, hydraulic unit driver or screw driver difference the hydrostatic driving pull bar decline and risen.
Further, middle part is additionally provided with electrical hoist on the fixed station, and the electrical hoist is passed through through fixation
The connection steel cable of platform at the top of former with being connected.
Further, the pull bar includes the connector fixed with former, and the upper end of the connector can be connected with
Some splicing bars, the upper end of the splicing bar with and the hydraulic stem releasable connection that is connected of drive mechanism.
Further, the former includes a rectangular box, laterally spaced in the rectangular box to be provided with lower end
Vertical bull stick with drilling cramp, the vertical bull stick and its drilling cramp are rotated by fluid motor-driven, and water is arranged at intervals with drilling cramp
Flat injection apparatus, the horizontal-jet device is connected with being installed on the lateral waterflood device and immersible pump on vertical bull stick top successively
Connect.
Further, the sludge drainage system includes being arranged in rectangular box and between two vertical bull sticks of a sidepiece
The first dredging tube and the second dredging tube between the two vertical bull sticks of the other side, first dredging tube and second inhale
Mud pipe is connected after parallel connection above former with standpipe, the standpipe and the ground face-pumping phase for being correspondingly arranged in gate-type upper rack
Connection, the ground pump discharge is connected with the discharge pipeline that pond is stacked towards mud.
Further, standpipe upper end releasable connection has some splicing tubes, the upper termination releasable connection of the splicing tubes
There is flexible pipe, the flexible pipe is connected with the import of ground face-pumping；The first, second dredging tube lower end, which is also respectively provided with, to be fixed on
Trash rack on rectangular box.
Further, the bottom of the gate-type frame is provided with a pair of cross slide ways being installed on ground, the gate-type
The both sides of frame are respectively arranged with a pair of rollers being engaged with cross slide way, positioned at a pair roller of the sidepiece of gate-type frame one
Respectively by the second driving stepper motor to realize the transverse shifting of gate-type frame.
Compared with prior art, the present invention has advantages below：
1）Compact conformation, complete machine is stable, improves original tower rack for gate-type frame, realizes decentralization（By original
10800, it is reduced to 3600）, improve the stability and security of frame itself；
2）Improve original wall of being made on the outside of track and wall is made in the middle of track for track, in realizing that body nodal point is returned, raising is made
Wall operational security and accuracy；
3）Using new mud collector, construction site will not be overflowed to by making the mud of wall process, and be received using brand-new mud
Collection, recycling, administrative skill, can be achieved the strict control and processing to mud, and construction site is clean and tidy, and operating condition is good,
Improve civilized construction level；
4）Innovate water jet system, greatly improved jetting ability and effect, improved former and break ground ability, reduce power dress
Put and consume, wall effect and quality of wall are made in raising, and the driving up and down of former uses hydraulic means when making wall operation, and substitution is slipped
Put formula hoist engine traction former and remove punching groove hole bottom solum, it is entirely avoided mechanical impact force during sand shooting process and
The machine caused shakes the ill-effect with earthquake, without friction and noise；
5）The jetting for making wall process is sprayed using horizontal rotation, and cutting soil scope is big, and expansion is made wall thickness and once made
Wall speed is made in the length of wall section, efficiency high, raising, it is adaptable to build different type wall, the underground of foundation pit enclosure connects
Continuous wall, in addition available for build antiseepage, go along with sb. to guard him, the high-end diaphram wall of the three walls unification of permanent structure wall.Strict control is super
Wall precision is made in digging amount, raising, reduces construction costs；
6）Complete machine mechanization, automaticity height, technology content are greatly improved.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 of the present utility model left view schematic diagram；
Fig. 3 is the top view schematic diagram that rectangle of the present utility model leads wall mud collector；
Fig. 4 is the structural representation of former of the present utility model；
Fig. 5 is use state schematic diagram of the present utility model；
In figure：The vertical rectangular shaped slot 10- gate-types frame 11- fixed stations 12- railings 13- cross slide ways of 1- soil layers 1a-
14- rollers 15- the second stepper motor 20- rectangles lead wall mud collector 21- mud supplement pipe 31- pull bar 311- connectors
312- splices bar 313- hydraulic stem 32- hydraulic unit drivers or screw driver 33- hoist engines 34- connection steel cables 40- shapings
The vertical bull stick 43- drilling cramps 44- hydraulic motors 45- horizontal-jets device 46- lateral waterflood devices of device 41- rectangular box 42-
47- immersible pumps 51- the first dredging tube 52- the second dredging tube 53- standpipe 54- splicing tubes 55- flexible steel in flat section tubing 56- ground
Pump 57- discharge pipelines.
Embodiment
For features described above of the present utility model and advantage can be become apparent, special embodiment below, and coordinate accompanying drawing,
It is described in detail below, but the utility model is not limited to this.
Referring to figs. 1 to Fig. 5
A kind of water injection process for building wall device, including transversely movable gate-type frame 10, the lower inside of the gate-type frame
It is provided with the rectangle being connected with ground and leads wall mud collector 20, the rectangle, which leads wall mud collector, can allow former 40 to pass through, is molded
Device is used to realize that vertical, ring cutting soil layer 1 makes former enter stratum shape to the soil layer jetting that rectangle leads wall mud collector bottom
Into vertical rectangular shaped slot 1a, the former is driven by the elevating mechanism for being installed on upper rack and lifted, and is provided with former
The drilling cramp that lifts and driven by hydraulic motor 44 with former, the mechanical agitation system of vertical bull stick 42, immersible pump 47 and by side
The water jet system constituted to injector 46, horizontal-jet device 45, two systems synergy produces mechanical agitation and jetting is cut
Cutting the soil body of former bottom turns into slime water；It is additionally provided with the sludge drainage system of the mud in former, slag extraction；The gate-type
Be additionally provided with frame to rectangle lead in wall mud collector supplement fixed wall mud water mud replenishment system so that by former,
Elevating mechanism, mechanical agitation system, water jet system, sludge drainage system and mud replenishment system synergy, are realized into stratum
Cut vertical rectangular shaped slot.
In the present embodiment, the gate-type frame can make complete machine height reduction（By original 10800,3600 are reduced to）, structure is tight
Gather, complete machine is stable, bearing capacity greatly strengthens, the need for the wall and thick wall body of building elongated slot section can be met.
In the present embodiment, the elevating mechanism includes the pull bar 31 for being vertically arranged to former both sides, the push-and-pull
Bar is disposed through the fixed station 11 of gate-type upper rack and is connected with the drive mechanism being arranged on fixed station from bottom to top
To drive pull bar to lift.All portions of the fixed station are additionally provided with railing 12.
In the present embodiment, the drive mechanism includes being correspondingly arranged in fixed station both sides and is placed on the liquid on pull bar
Driver or screw driver 32 are pressed, the hydraulic unit driver is the hydraulic motor moved by hydraulic pump drive, and the hydraulic pressure drives
Dynamic device difference hydrostatic driving pull bar drives the rectangle former of lower end to decline and ascending motion, and rectangular channel is built in soil layer
Hole.The screw driver includes the screw rod that motor drives lifting.
In the present embodiment, middle part is additionally provided with electrical hoist 33 on the fixed station, the electrical hoist pass through through
The connection steel cable 34 of fixed station at the top of former with being connected, so that when adjusting push-and-pull pole length, rectangle former is pulled,
To splice the access of bar, and the rectangle former lifting that pull bar can be coordinated to complete.The pull bar includes solid with former
Fixed connector 311（That is lower contact）, the upper end of the connector can be connected with some splicing bars 312（That is transition joint）,
The connector be threadedly coupled with splicing bar, the upper end for splicing bar with and the hydraulic stem 313 that is connected of drive mechanism it is removable
Connection.
In the present embodiment, the former includes laterally spaced in a rectangular box 41, the rectangular box be provided with
Vertical bull stick 42 with drilling cramp 43, the vertical bull stick and its drilling cramp are by the hydraulic motor 44 by being installed on rectangular box top
Driving rotation, the bottom of drilling cramp is circumferentially spaced to be provided with horizontal-jet device 45, and the horizontal-jet device is perpendicular with being installed on
Lateral waterflood device 46 to bull stick top and in vertical bull stick is connected, and the lateral waterflood device is connected with immersible pump 47,
The enough jetting amounts of offer and jetting pressure.The horizontal jetting technique of rotation can be realized using horizontal-jet device so that penetrate
Water scope is big, cutting soil efficiency high, and wall speed and quality are made in raising, and wall precision is made in strict control over-excavation amount, raising.
Using lateral waterflood device, can nearby it be sprayed in the jetting for making wall process by using being absorbed water in vertical rectangular channel,
Interior circulation is realized, water body on usual extraction ground before changing leads into the backwardness that former bottom carries out fixed point injection
Way, greatly reduces the expense of jetting, enhance jetting effect, eliminate bulky complex jetting process pipe install,
Remove, simplify mechanical device, reduce energy consumption, wall speed is made in raising, reduces engineering cost.
In the present embodiment, the two side ends of the former are additionally provided with guider, spacing to be carried out to former, both
The reduction amount of backbreaking, improves the perpendicularity and flatness for making wall again.
In the present embodiment, the sludge drainage system include being arranged in rectangular box and positioned at a sidepiece two vertical bull sticks it
Between the first dredging tube 51 and the second dredging tube 52 between the two vertical bull sticks of the other side, first dredging tube and
Second dredging tube is connected after the top of former is in parallel with standpipe 53, and standpipe upper end releasable connection has some splicing tubes
54, so as to realize the increase and decrease of riser length.The flexible connecting tube 55 of upper termination releasable connection of the splicing tubes, the flexibility is even
The water inlet of the ground face-pumping 56 of adapter again with being connected in gate-type upper rack is connected, and described ground face-pumping is slush pump or sand
Gravel pump, lifting can be realized by the setting of flexible steel in flat section tubing during elevating mechanism up and down reciprocatingly experiencing small oscillating movements.Describedly
Face-pumping delivery port is connected with the discharge pipeline 57 that pond is stacked towards mud, so that the mud of vertical rectangular shaped slot bottom be discharged, makes
Drill bit and horizontal-jet device can continue deeper into stratum and the cutting groove bottom hole soil body.Described the first, second of the standpipe is inhaled
Mud pipe lower end is also respectively provided with trash rack.
In the present embodiment, the rectangle leads the sidepiece of wall mud collector one and is provided with mud supplement pipe 21, the mud supplement system
System includes the Veritical mud pump being connected through mud pit, through enters mud pipe with mud pit and led into rectangle defeated in wall mud collector
Mud pipeline, to keep the mud dynamic equilibrium in mud collector.The mud for making wall process is not in that unnecessary mud is overflowed to and applied
Workshop, it is ensured that civilized construction.Rectangle leads wall mud collector and the connecting portion on ground uses steel construction or reinforced concrete structure
Connection.
In the present embodiment, the bottom of the gate-type frame is provided with a pair of the cross slide ways 13 being installed on ground, described
The both sides of gate-type frame are respectively arranged with a pair of rollers 14 being engaged with cross slide way, positioned at the one of the sidepiece of gate-type frame one
Pair roller is driven by stepper motor 15 to realize the transverse shifting of gate-type frame respectively, so as to change next slotted eye position after
Continuous operation.
The water injection process for building wall device is moved on the track of wall both sides, and wall is made in the centre of two rails, can make long wall（Wall
Length is more than 2000mm, less than 8000mm）；Thick wall can be made（Thickness of wall body is more than 200mm, less than 2000mm）；Thin wall can be made（Wall
Body thickness is less than 200mm, more than 60mm）；Make wall depth H≤30m.
The foregoing is only preferred embodiment of the present utility model, it is all according to present utility model application the scope of the claims done it is equal
Deng change and modification, it should all belong to covering scope of the present utility model.
Claims (9)
1. a kind of wall building machine with water jet method, it is characterised in that including transversely movable gate-type frame, the inner side of the gate-type frame
Bottom is provided with the rectangle being connected with ground and leads wall mud collector, and the rectangle leads wall mud collector and is placed on one for being penetrated to stratum
Water realizes that vertical cuts formation makes stratum be formed on the former of vertical rectangular shaped slot, and the former is by being installed on upper rack
Elevating mechanism driving lifting, be provided with former and lift and be used for take out the mud in vertical rectangular shaped slot, slag with former
The mud supplement led to rectangle and fixed wall mud water is supplemented in wall mud collector is additionally provided with the sludge drainage system gone out, the gate-type frame
System.
2. wall building machine with water jet method according to claim 1, it is characterised in that the elevating mechanism includes being vertically arranged into
The pull bar of type device both sides, the pull bar is disposed through the fixed station of gate-type upper rack and with being arranged at from bottom to top
Drive mechanism on fixed station is connected to drive pull bar to lift.
3. wall building machine with water jet method according to claim 2, it is characterised in that the drive mechanism includes being correspondingly arranged in admittedly
Ding Tai both sides are simultaneously placed on the hydraulic unit driver on pull bar or screw driver, the hydraulic unit driver or screw driver
Hydrostatic driving pull bar declines and risen respectively.
4. the wall building machine with water jet method according to Claims 2 or 3, it is characterised in that middle part is additionally provided with the fixed station
Electrical hoist, the electrical hoist passes through the connection steel cable through fixed station with being connected at the top of former.
5. the wall building machine with water jet method according to Claims 2 or 3, it is characterised in that the pull bar includes solid with former
Fixed connector, the upper end of the connector is connected with some splicing bars, the upper end of the splicing bar with and drive mechanism phase
The hydraulic stem releasable connection of connection.
6. the wall building machine with water jet method according to claim 1,2 or 3, it is characterised in that the former includes a rectangle frame
The laterally spaced lower end that is provided with has the vertical bull stick of drilling cramp, the vertical bull stick and its drilling cramp in body, the rectangular box
Rotated by fluid motor-driven, horizontal-jet device is arranged at intervals with drilling cramp, the horizontal-jet device is successively with being installed on
The lateral waterflood device and immersible pump on vertical bull stick top are connected.
7. wall building machine with water jet method according to claim 6, it is characterised in that the sludge drainage system includes being arranged at rectangle frame
In vivo and positioned at a sidepiece two vertical bull sticks between the first dredging tube and between the two vertical bull sticks of the other side
Second dredging tube, first dredging tube and the second dredging tube are connected after parallel connection above former with standpipe, the standpipe
It is connected with the ground face-pumping for being correspondingly arranged in gate-type upper rack, the ground pump discharge is connected with the row that pond is stacked towards mud
Mud pipe.
8. wall building machine with water jet method according to claim 7, it is characterised in that standpipe upper end releasable connection has some spellings
Adapter, the upper flexible connecting tube of termination releasable connection of the splicing tubes, the flexible steel in flat section tubing is connected with the import of ground face-pumping
Connect；The trash rack that the first, second dredging tube lower end is also respectively provided with.
9. the wall building machine with water jet method according to claim 1 or 8, it is characterised in that the bottom of the gate-type frame is provided with
A pair of cross slide ways on ground are installed on, the both sides of the gate-type frame are respectively arranged with a pair and are engaged with cross slide way
Roller, the pair roller positioned at the sidepiece of gate-type frame one is respectively by driving stepper motor to realize that the horizontal of gate-type frame is moved
It is dynamic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621352291.1U CN206438499U (en) | 2016-12-11 | 2016-12-11 | Wall building machine with water jet method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621352291.1U CN206438499U (en) | 2016-12-11 | 2016-12-11 | Wall building machine with water jet method |
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| Publication Number | Publication Date |
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| CN206438499U true CN206438499U (en) | 2017-08-25 |
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ID=59646946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621352291.1U Active CN206438499U (en) | 2016-12-11 | 2016-12-11 | Wall building machine with water jet method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592576A (en) * | 2016-12-11 | 2017-04-26 | 福建省水利水电科学研究院 | Water jetting wall building device and wall building method |
-
2016
- 2016-12-11 CN CN201621352291.1U patent/CN206438499U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592576A (en) * | 2016-12-11 | 2017-04-26 | 福建省水利水电科学研究院 | Water jetting wall building device and wall building method |
| CN106592576B (en) * | 2016-12-11 | 2018-05-11 | 福建省水利水电科学研究院 | Water injection process for building wall device and wall constructing method |
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