CN211596740U - Large-range moving operation device for soft soil solidification - Google Patents

Abstract

The utility model discloses a large-range soft soil solidification mobile operation device, which comprises a bracket, wherein an outer sleeve with two closed ends is arranged in the bracket, an inner sleeve is arranged in the outer sleeve, a driving block is arranged on the output end of each hydraulic cylinder, a vibrating tube is arranged in a cavity I, the upper end of the vibrating tube is open, the lower end of the vibrating tube is closed, the upper end of the vibrating tube is connected with the lower surface of the driving block through a spring, and the lower end of the vibrating tube sequentially and movably penetrates through the inner sleeve and the outer sleeve and then extends downwards; the upper end of the telescopic pipe is connected with the lower surface of the driving block of the chamber II, the lower end of the telescopic pipe sequentially and movably penetrates through the inner sleeve and the outer sleeve and then extends downwards, and a stirrer is arranged on the extension section of the telescopic pipe. The utility model discloses use portable load-bearing platform as the basis, utilize vibration and rotatory stirring to reduce solidification equipment's moving resistance, and simultaneously to the regional slip casting of weak soil, and then realize that wide area soft soil foundation develops high-efficient reinforcement and handles.

Description

Large-range moving operation device for soft soil solidification

Technical Field

The utility model relates to a weak soil foundation consolidates the field, concretely relates to weak soil solidification is with removing operation device on a large scale.

Background

With the deep implementation of the strategic deployment of the ocean strong country in China, a large-scale beach functional reconstruction project is vigorous in order to meet the requirements of landscape building and mass leisure. Because the engineering is mostly located in the sea-phase soft soil area, the sea-phase soft soil has the characteristics of high water content, high compressibility, low strength and the like, a foundation soil layer is usually required to be reinforced before basic construction, and the requirement of the bearing capacity of the building can be met. At present, the common methods for improving the bearing capacity of the soft soil foundation are a prepressing method and an in-situ curing method. The prepressing method can be divided into a vacuum prepressing method and a surcharge prepressing method, wherein the vacuum prepressing method is generally characterized in that vertical drainage bodies such as sand wells (bagged sand wells or plastic drainage belts) are arranged in a foundation, and then the vertical drainage bodies are loaded step by utilizing the weight of a building; the preloading method is to preload on the foundation to gradually drain and consolidate the soil body and gradually increase the foundation. However, the pre-pressing method usually requires a large amount of stacking materials and generally consumes a long time, and if deep saturated soft soil is encountered, drainage consolidation consumes a long time, which often results in a great increase of construction period cost. The in-situ solidification method generally adopts solidification materials such as cement, industrial waste and other admixture to carry out in-situ solidification improvement on the soft soil foundation, so that a hard shell layer or a plate body with higher strength is formed to meet the requirement of the bearing capacity of the foundation. The method has the advantages of rapid treatment, simple process, wide application range, rapid formation of a hard shell layer, convenience in subsequent cofferdam construction and the like. The existing in-situ curing technology generally adopts a mode of setting up an operation platform in advance and placing a machine in the operation platform for construction, and when a construction position needs to be changed, the operation platform is detached and set up again at a new position. However, the repeated dismantling and building of the construction platform is difficult to avoid time and labor consumption, low in efficiency and high in cost. [ Wanghailin, a soft foundation curing treatment equipment, utility model patent No. CN208136891U ]; in addition, the existing in-situ curing device has large volume and load, does not have a mudflat walking function, and cannot quickly reach a specified place to carry out construction operation; the resistance of the marine soft soil is large, and the stirring system required by solidification can only move vertically, so that the horizontal reinforcement treatment range is small, and the vertical reinforcement effect is poor, so that the efficient reinforcement treatment can not be carried out on the wide-area soft soil foundation.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a weak soil solidification is with removing operation device on a large scale stirs the function through portable operation and incessant spouting, effectively solves the problem of the slow speed that wide area weak soil foundation consolidates the long-term face in field, high power consumption, low efficiency.

The utility model discloses a following technical scheme realizes:

the utility model provides a weak soil solidification is with removing operation device on a large scale, includes the support the bottom of support is equipped with the opening, be equipped with both ends confined outer sleeve in the support, be equipped with coaxial inner skleeve with it in the outer sleeve, separate into cavity I and cavity II with its inside along the inner skleeve axial, and all be equipped with the pneumatic cylinder in cavity I and cavity II, all be equipped with the drive block on the output of each pneumatic cylinder, be equipped with the vibrating tube in cavity I, the vibrating tube upper end is open and the lower extreme is sealed, the upper end of vibrating tube is connected through the drive block lower surface in spring and cavity I, the lower extreme activity in proper order of vibrating tube runs through inner skleeve, outer sleeve back downwardly extending, and is equipped with an air vibrator in cavity; and a telescopic pipe is arranged in the chamber II, the upper end of the telescopic pipe is connected with the lower surface of the driving block of the chamber II, the lower end of the telescopic pipe sequentially and movably penetrates through the inner sleeve and the outer sleeve and then extends downwards, and a stirrer is arranged on the extension section of the telescopic pipe.

In the prior art, a prepressing method and an in-situ curing method are adopted for curing a marine soft soil area, and compared with the prepressing method, the in-situ curing method is short in construction period and wide in application range, and can quickly form a hard shell layer to facilitate subsequent cofferdam construction, but the advantages are only limited to local marine soft soil, and when the marine soft soil area of the whole area is cured, the defects of the in-situ curing method are undoubtedly revealed, namely the in-situ curing device is large in size and load, does not have a mudflat walking function, cannot quickly reach a specified place to perform construction operation, and needs to be repeatedly built and disassembled when an operation area is replaced, so that continuous curing operation cannot be realized; in view of the above defects, the applicant designs a mobile wide-area soft soil foundation curing device, which is based on a mobile bearing platform, reduces the moving resistance of the curing device by using vibration and rotary stirring, and performs grouting on a soft soil area by using a stirrer, thereby implementing efficient reinforcement treatment on the wide-area soft soil foundation. During operation, the support is fixed on a movable bearing platform, the vibration pipe and the telescopic pipe are vertical to an initial operation surface, the vibration pipe is positioned in front of the telescopic pipe according to a curing operation route and the moving direction of the bearing platform, the hydraulic cylinder in the cavity I is started, the air vibrator is started simultaneously, the vibration pipe is enabled to penetrate into soft soil along the vertical direction, the air vibrator generates high-frequency vibration to further drive the vibration pipe to vibrate and liquefy marine soft soil, then the hydraulic cylinder in the cavity II is started, the hydraulic cylinder drives the telescopic pipe and the stirrer to strongly stir the marine soft soil in the vertical direction, a grouting assembly can be arranged in an independent grouting pipeline or the stirrer, microorganism slurry is injected into the soft soil while stirring, calcium carbonate is induced by using microorganisms to precipitate and cure the marine soft soil, namely, the bearing platform moves slowly, stirring, grouting and vibrating processes are carried out simultaneously, and the slurry is uniformly mixed in the soft soil. The output end of the hydraulic cylinder in the cavity II performs linear reciprocating motion in the vertical direction, so that the stirrer performs stirring action in the vertical direction on a solidification point, and the bacteria liquid discharged from a grouting pipeline or a grouting assembly can penetrate into a soft soil layer and is uniformly distributed, so that the solidification efficiency of the soft soil is improved; the upper part of the vibrating tube is opened, and the vibrating tube is connected with the bottom of the driving block through the spring, so that when the vibrating tube vibrates at high frequency, the spring can buffer and eliminate the action stress generated by vibration, vibration is prevented from being transmitted to the inner sleeve and the outer sleeve, and the probability of shaking of the support and the bearing platform is reduced; reduce the consumption that equipment caused because of the influence of vibrant stick, and then prolong support and load-bearing platform's life.

A plurality of bottom plates are arranged in the vibrating tube at intervals, a separation cavity is formed between every two adjacent bottom plates, and the air vibrator is fixed in the separation cavity. Furthermore, because the depth of the marine soft soil in a wide area is different, the submergence depths of the vibrating tube and the telescopic tube are also different, and in order to improve the curing effect of the soft soil layer where the curing point is located, the applicant is provided with a plurality of bottom plates in the vibrating tube, so that a single air vibrator is arranged in a single separation chamber, and the mutual interference among the plurality of air vibrators is reduced on the premise of ensuring the vibration liquefaction effect of the soft soil layer with any depth.

The outer wall of the vibrating tube is provided with a plurality of exhaust holes, each exhaust hole is communicated with the separated cavity respectively, a plurality of exhaust hoses connected with the exhaust holes are arranged in the cavity I, and the air outlet end of each exhaust hose extends out after penetrating through the outer sleeve. Further, aiming at the defect that material supply is relatively difficult during construction of a wide-area marine soft soil area, the applicant adopts a pneumatic vibration mode to carry out vibration liquefaction on the soft soil, the working principle of the air vibrator is that high-pressure gas acts on a piston to enable the piston to reciprocate up and down to generate vibration, and after the high-pressure gas is input into the air vibrator, the gas is discharged out of an inner sleeve through an exhaust hole and an exhaust hose, so that the condition that pressure is formed in a separation cavity to influence the normal work of the air vibrator is avoided.

A motor II and a plugging plate are arranged in the telescopic pipe, the motor II is positioned above the plugging plate, a connecting shaft is arranged at the output end of the motor II, the connecting shaft movably penetrates through the plugging plate and then extends downwards, and a planetary gear is arranged on the extending section of the connecting shaft; the agitator includes connecting pipe and two cylindric stirring heads, and the connecting pipe level is placed and the middle part is connected, two with the extension section of flexible pipe the stirring head rotates and sets up at the both ends of connecting pipe, and two stirring head slopes to set up and make the two axis intersect, and the nodical point of two stirring head axes is located the perpendicular bisector of connecting pipe, all is equipped with the center pin in each stirring head, and is equipped with on the center pin with planetary gear complex conical gear. Further, the agitator moves down along with flexible pipe and continuously carries out the powerful stirring to the soft soil, and then improves the mixed degree of consistency of fungus liquid and soft soil, and the working process of agitator as follows: the motor II is started to drive the connecting shaft and the planetary gear to rotate, the two cylindrical stirring heads are rotatably arranged at two ends of the connecting pipe, a conical gear is fixed on a central shaft arranged inside the stirring heads, and the two conical gears are meshed with the planetary gear, so that the stirring heads can be driven to do circular motion along the axis of the stirring heads; wherein, the axis of two cylindric stirring heads is not the level and places, and the axis of two stirring heads intersects with the axis of connecting pipe to the nodical of two stirring head axes is located the perpendicular bisector of connecting pipe, and two stirring head slopes to be set up promptly, when the agitator cut into the weak soil, can reduce the resistance that gos forward of agitator to a certain extent, when the agitator shifts out to the weak soil top, can reduce the attachment volume on the agitator by a wide margin simultaneously.

A plurality of protrusions are arranged on the circumferential wall of the stirring head at intervals along the circumferential direction of the stirring head. Furthermore, in order to improve the stirring strength and the stirring efficiency of the stirrer, the outer circumferential walls of the two stirring heads are provided with the protrusions, so that the contact area between the stirrer and soft soil is increased, the resistance of the stirrer can be reduced, and the bacteria liquid can be fully mixed with the soft soil.

At each all be equipped with in the stirring head and be annular cavity of keeping in, be equipped with between two adjacent archs with the jet orifice of keeping in the cavity intercommunication the shutoff board top is equipped with the slip casting pipe, and the slip casting pipe upper end runs through behind the cavity II and is connected with delivery hose keep in the cavity and open on being close to a lateral wall of connecting pipe and have the annular ring, the annular ring rotates to be set up in the annular ring, and is equipped with rotary seal circle between annular ring and the annular ring, and the slip casting pipe lower extreme runs through behind shutoff board, the annular ring in proper order and communicates with the cavity of keeping in. Furthermore, a temporary storage cavity is arranged in the stirring head and used for storing bacterial liquid, so that the phenomenon that the bacterial liquid is not supplied enough in the rotating and stirring process of the stirring head is avoided; and, slip casting pipe and annular plate keep motionless when the stirring head lasts the rotation, and keep keeping the confined state of the chamber of keeping in through rotatory sealing washer between annular hole and the annular plate, can ensure that the fungus liquid continues the output from the jet orifice.

The inner diameter of the injection hole decreases progressively along the radial direction of the stirring head; and a plurality of shunting holes are formed in the outer wall of the stirring head along the axial direction of the injection hole, communicated with the injection hole and uniformly distributed along the circumference of the slurry outlet end of the injection hole. Furthermore, as the stirrer is in the soft soil for a long time, part of the soft soil is easy to enter the temporary storage cavity through the injection hole, and for the purpose, the applicant sets the inner diameter of the injection hole to be gradually reduced outwards along the radial direction of the stirring head, so that the difficulty of the soft soil entering the temporary storage cavity through the injection hole is increased, and meanwhile, the gradually reduced flow cross section can increase the speed of the bacterial liquid to be injected outwards, thereby indirectly improving the radiation range of the bacterial liquid in the soft soil and improving the solidification effect of the marine soft soil; wherein, be equipped with a plurality of reposition of redundant personnel holes around the jet orifice, reposition of redundant personnel hole and jet orifice intercommunication, and the axis of reposition of redundant personnel hole intersects with the axis of jet orifice, can form an annular jet flow around the jet orifice outer end when the jet orifice outflow is followed to fungus liquid promptly, under the prerequisite of expanding fungus liquid radiation range, can also wash the arch adjacent with the reposition of redundant personnel hole, and then reduce the attachment volume on the agitator.

The vibration tube is characterized in that a motor I is arranged on the outer wall of the top of the outer sleeve, two opposite U-shaped clamping blocks are arranged on the inner wall of the top of the outer sleeve, a disc is arranged on the output end of the motor I, the lower surface of the disc is connected with the top of the inner sleeve, the two clamping blocks are symmetrically distributed along the axial direction of the disc, the circumference of the disc is arranged in the U-shaped areas of the two clamping blocks, a through hole is formed in the bottom of the outer sleeve, and the lower end of the vibration tube and the lower end; two limiting blocks are symmetrically arranged on the outer circumferential wall of the disc along the axis of the disc, a travel switch is arranged on the side wall of each clamping block, and the travel switches are electrically connected with the motor I. Further, under the initial condition, the disc is by the centre gripping in the U type region of two fixture blocks, stopper and travel switch do not take place to contact, when load-bearing platform changes the advancing direction, motor I starts, and then drive disc and inner skleeve and rotate 180 degrees, until two stoppers respectively with the fixture block lateral wall on the travel switch back, travel switch with information feedback and with control command conveying to motor I department, I stall of motor, the position of vibration pipe and flexible pipe takes place the change in the through-hole promptly, ensure that the vibration pipe is in agitator the place ahead all the time, liquefy the sea looks weak soil in place in the place ahead in advance, reduce the traffic direction resistance.

And a support ring coaxial with the through hole is arranged on the inner wall of the bottom of the outer sleeve, and the inner diameter of the support ring is larger than that of the through hole. Further, the weight of inner skleeve and its inside each part is great relatively, to this, the applicant sets up the support ring on the inner wall of outer muff bottom for the job stabilization nature of each part in the increase curing process, support ring upper surface and inner skleeve bottom contact, can provide stable support for it, avoid the inner skleeve to produce the radial runout when vibration pipe takes place to vibrate and the agitator takes place to rotate.

Be equipped with the cabinet on the support, the middle part is equipped with the baffle in the cabinet, the baffle separates into two mutually independent storage areas with the cabinet, is equipped with the gas holder in the storage area who lies in the top, and the exhaust end of gas holder has connected gradually air pump, outlet duct, and the vibration intraductal be equipped with the intake pipe of outlet duct intercommunication, the intake pipe in proper order with a plurality of air vibrator's air inlet intercommunication, be equipped with PLC control system, liquid storage pot in the storage area that lies in the below, the liquid outlet and the delivery hose intercommunication of liquid storage pot. Further, the cabinet that sets up on the support is used for placing gas holder, liquid storage pot and PLC control system etc. can provide the supply of gas or fungus liquid for air vibrator, agitator respectively to through PLC control system, can carry out automatic control to motor I, motor II and two pneumatic cylinders, in order to satisfy the solidification requirement of sea facies weak soil.

Compared with the prior art, the utility model, following advantage and beneficial effect have:

1. the utility model can be installed on crawler equipment or an amphibious platform, the air vibrator is used for liquefying marine soft soil, the resistance in the advancing direction is reduced, so that the powerful stirrer can rapidly move in the soft soil, and in the stirring process, the powerful stirrer simultaneously carries out vertical reciprocating motion and horizontal motion, and the speed is high, the efficiency is high, and the area is wide;

2. the utility model adopts the air vibrator, the pneumatic vibrating tube is vibrated by high-pressure gas, the energy consumption is reduced, the emission is reduced, meanwhile, the powerful stirrer is adopted, the stirring is carried out while grouting is carried out, the grouting is uniform, the noise influence is small, compared with the traditional in-situ curing equipment with poor uniformity, the grouting uniformity is higher, the bacterial liquid is uniformly distributed, the microorganism grouting can be carried out, and the environmental pollution is avoided;

3. the utility model provides an axis of two cylindric stirring heads is not the level and places, and the axis of two stirring heads intersects with the axis of connecting pipe to the nodical of two stirring head axes is located the perpendicular bisector of connecting pipe, and two stirring head slopes to set up promptly, when the agitator cuts into the weak soil, can reduce the resistance of advancing of agitator to a certain extent, when the agitator shifts out to the weak soil top simultaneously, can reduce the attachment volume on the agitator by a wide margin.

Drawings

The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:

fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural diagram of a grouting barrel;

FIG. 3 is a cross-sectional view of a grouting barrel;

FIG. 4 is an enlarged view taken at A in FIG. 3;

fig. 5 is a schematic structural view of a disc.

Reference numbers and corresponding part names in the drawings:

1-bracket, 2-outer sleeve, 3-motor I, 4-air storage tank, 5-air pump, 6-air outlet pipe, 7-storage cabinet, 8-clapboard, 9-PLC control system, 10-liquid storage tank, 11-opening, 12-vibration pipe, 13-telescopic pipe, 14-stirrer, 15-protrusion, 16-jet hole, 17-disc, 18-fixture block, 19-limiting block, 20-hydraulic cylinder, 21-driving block, 22-motor II, 23-grouting pipe, 24-blocking plate, 25-connecting shaft, 26-through hole, 27-supporting ring, 28-connecting pipe, 29-bottom plate, 30-air vibrator, 31-separating chamber, 32-air inlet pipe, 33-spring, 34-exhaust hole, 35-inner sleeve, 36-temporary storage cavity, 37-rotating shaft, 38-conical gear, 39-travel switch and 40-diversion hole.

Detailed Description

To make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to the following examples and drawings, and the exemplary embodiments and descriptions thereof of the present invention are only used for explaining the present invention, and are not intended as limitations of the present invention.

Example 1

As shown in fig. 1 to 5, the present embodiment includes a support 1, an opening 11 is provided at the bottom of the support 1, an outer sleeve 2 with two closed ends is provided in the support 1, an inner sleeve 35 coaxial with the outer sleeve 2 is provided in the outer sleeve 2, the inner sleeve 35 axially divides the interior of the inner sleeve into a chamber i and a chamber ii, hydraulic cylinders 20 are provided in the chamber i and the chamber ii, a driving block 21 is provided at an output end of each hydraulic cylinder 20, a vibrating tube 12 is provided in the chamber i, the upper end of the vibrating tube 12 is open and the lower end is closed, the upper end of the vibrating tube 12 is connected with the lower surface of the driving block 21 in the chamber i through a spring 33, the lower end of the vibrating tube 12 sequentially and movably penetrates through the inner sleeve 35 and the outer sleeve 2 to extend downward, and at least one air; a telescopic pipe 13 is arranged in the chamber II, the upper end of the telescopic pipe 13 is connected with the lower surface of a driving block 21 of the chamber II, the lower end of the telescopic pipe 13 sequentially and movably penetrates through the inner sleeve 35 and the outer sleeve 2 and then extends downwards, and a stirrer 14 is arranged on the extension section of the telescopic pipe 13.

During operation, the bracket 1 is fixed on a movable bearing platform, the vibration pipe 12 and the extension pipe 13 are vertical to an initial operation surface, according to a curing operation route and the moving direction of the bearing platform, the vibration pipe 12 is positioned in front of the extension pipe 13, the hydraulic cylinder 20 in the chamber I is started, the air vibrator 30 is started at the same time, the air vibrator 30 generates high-frequency vibration when the vibration pipe 12 goes deep into soft soil along the vertical direction, the vibration pipe 12 is driven to vibrate and liquefy marine soft soil, then the hydraulic cylinder 20 in the chamber II is started, the hydraulic cylinder 20 drives the extension pipe 13 and the stirrer 14 to strongly stir the marine soft soil in the vertical direction, a grouting component can be arranged through an independent grouting pipe 23 or inside the stirrer 14, microorganism slurry is injected into the soft soil while stirring, and calcium carbonate is induced by microorganisms to precipitate and cure the marine soft soil, the stirring, grouting and vibrating processes are carried out simultaneously while the bearing platform moves slowly, and the slurry is uniformly mixed in the soft soil. The output end of the hydraulic cylinder 20 in the chamber II performs linear reciprocating motion, and then the stirrer 14 performs linear reciprocating stirring action on a solidification point, so that bacteria liquid discharged from a grouting pipe 23 or a grouting assembly can penetrate into a soft soil layer and be uniformly distributed, and the solidification efficiency of the soft soil is improved; the upper part of the vibrating tube 12 is opened, and the spring 33 is connected with the bottom of the driving block 21, so that when the vibrating tube 12 vibrates at high frequency, the spring 33 can buffer and eliminate the action stress generated by the vibration, and the vibration is prevented from being transmitted to the inner sleeve 35 and the outer sleeve 2, and the probability of shaking of the support 1 and the bearing platform is reduced.

The operation principle of the vibrating tube 12 and the stirrer 14 is as follows:

in this embodiment, a plurality of bottom plates 29 are arranged at intervals in the vibration tube 12, a separation chamber 31 is formed between two adjacent bottom plates 29, and the air vibrator 30 is fixed in the separation chamber 31; a plurality of exhaust holes 34 are formed in the outer wall of the vibrating tube 12, each exhaust hole 34 is communicated with the separation cavity 31, a plurality of exhaust hoses connected with the exhaust holes 34 are arranged in the cavity I, and the air outlet ends of the exhaust hoses penetrate through the outer sleeve 2 and extend outwards. Because the marine soft soil depth of wide area is different, the dive depth of vibration pipe 12 and flexible pipe 13 also has the difference, for the solidification effect that improves the soft soil layer that the solidification point position is located, this technical scheme is equipped with a plurality of bottom plates 29 in vibration pipe 12 for single air vibrator arranges in solitary separation cavity 31, under the prerequisite of the vibration liquefaction effect of the soft soil layer of ensureing arbitrary degree of depth, reduces and produces mutual interference between a plurality of air vibrator. In the embodiment, the soft soil is vibrated and liquefied by adopting a pneumatic vibration mode, the working principle of the air vibrator is that high-pressure gas acts on the piston to enable the piston to reciprocate up and down to generate vibration, and after the high-pressure gas is input into the air vibrator, the gas can be discharged out of the inner sleeve 35 through the exhaust hole 34 and the exhaust hose, so that the condition that pressure is formed in the separation chamber 31 to influence the normal operation of the air vibrator is avoided. It should be further noted that depending on the depth of submersion of the vibrating tube 12, the exhaust hose does not enter into the soft soil with the lower section of the vibrating tube 12 to ensure the proper supply of the required amount of air for the air vibrator 30.

In the embodiment, a motor II 22 and a blocking plate 24 are arranged in the extension tube 13, the motor II 22 is positioned above the blocking plate 24, a connecting shaft 25 is arranged at the output end of the motor II 22, the connecting shaft 25 movably penetrates through the blocking plate 24 and then extends downwards, and a planetary gear is arranged on the extension section of the connecting shaft 25;

the stirrer 14 comprises a connecting pipe and two cylindrical stirring heads, the connecting pipe 28 is horizontally arranged, the middle part of the connecting pipe is connected with the extension section of the extension pipe 13, the two stirring heads are rotatably arranged at two ends of the connecting pipe 28, the two stirring heads are obliquely arranged to enable the axes of the two stirring heads to intersect, the intersection point of the axes of the two stirring heads is located on the perpendicular bisector of the connecting pipe, a central shaft 37 is arranged in each stirring head, and a conical gear 38 matched with a planetary gear is arranged on the central shaft 37. The stirrer 14 continuously performs strong stirring on the soft soil along with the downward movement of the telescopic pipe 13, so that the mixing uniformity of the bacteria liquid and the soft soil is improved, and the working process of the stirrer 14 is as follows: the motor II 22 is started to drive the connecting shaft 25 and the planetary gear to rotate, the two cylindrical stirring heads are rotatably arranged at two ends of the connecting pipe 28, a conical gear 38 is fixed on a central shaft 37 arranged inside the stirring heads, and the two conical gears 38 are meshed with the planetary gear, so that the stirring heads can be driven to do circular motion along the axial line of the stirring heads; wherein, the axis of two cylindric stirring heads is not the level and places, and the axis of two stirring heads intersects with the axis of connecting pipe to the nodical of two stirring head axes is located the perpendicular bisector of connecting pipe, and two stirring head slopes to be set up promptly, when agitator 14 cuts into the weak soil, can reduce the resistance of advancing of agitator 14 to a certain extent, when agitator 14 shifts out to the weak soil top simultaneously, can reduce the attachment volume on the agitator 14 by a wide margin.

Preferably, in order to improve the stirring strength and the stirring efficiency of the stirrer 14, the outer circumferential walls of the two stirring heads are provided with the protrusions 15, so that the contact area between the stirrer 14 and the soft soil is increased, the resistance to the stirrer 14 is reduced, and the bacteria liquid can be fully mixed with the soft soil.

Example 2

As shown in fig. 1 to 5, in this embodiment, each of the stirring heads is provided with an annular temporary storage cavity 36, a jet hole 16 communicated with the temporary storage cavity 36 is provided between two adjacent protrusions 15, a grouting pipe 23 is provided above the blocking plate 24, the upper end of the grouting pipe 23 penetrates through the cavity ii and then is connected with the conveying hose, one side wall of the temporary storage cavity 36 close to the connecting pipe is provided with an annular hole, the annular plate is rotatably provided in the annular hole, a rotary seal ring is provided between the annular plate and the annular hole, and the lower end of the grouting pipe 23 penetrates through the blocking plate 24 and the annular plate in sequence and then is communicated with the temporary storage cavity 36; the inner diameter of the injection hole 16 decreases gradually along the radial direction of the stirring head; a plurality of distributing holes 40 are arranged on the outer wall of the stirring head along the axial direction of the jet hole 16, and the distributing holes 40 are communicated with the jet hole 16 and are uniformly distributed along the circumference of the pulp outlet end of the jet hole 16.

During grouting, the grouting pipe 23 and the annular plate are kept stationary while the stirring head continuously rotates, and the annular hole and the annular plate are kept in a closed state through a rotary sealing ring so as to ensure that the bacterial liquid is continuously output from the injection hole 16; because the stirrer 14 is in the soft soil for a long time, part of the soft soil is easy to enter the temporary storage cavity 36 through the injection hole 16, for this reason, the inner diameter of the injection hole 16 is set to decrease gradually along the radial direction of the stirring head, the difficulty that the soft soil enters the temporary storage cavity 36 through the injection hole 16 is increased, meanwhile, the decreasing flow cross section can increase the outward injection speed of the bacteria liquid, the radiation range of the bacteria liquid in the soft soil is indirectly increased, and the solidification effect of the marine-phase soft soil is improved.

Wherein, be equipped with a plurality of reposition of redundant personnel holes 40 around jet orifice 16, reposition of redundant personnel hole 40 communicates with jet orifice 16, and the axis of reposition of redundant personnel hole 40 intersects with the axis of jet orifice 16, can form an annular jet flow around the jet orifice 16 outer end when the fungus liquid flows along jet orifice 16 promptly, under the prerequisite of expanding fungus liquid radiation range, can also wash the arch 15 adjacent with reposition of redundant personnel hole 40, and then reduce the attachment volume on agitator 14.

It should be further noted that, in order to ensure that the grouting pipe 23 is communicated with the temporary storage cavity 36 and does not interfere with the rotation of the temporary storage cavity 36, relative displacement needs to be generated between the annular plate and the temporary storage cavity 36, that is, the annular plate remains static, and the temporary storage cavity 36 rotates, because the temporary storage cavity 36 is used as a storage space for pressurized slurry, the wall thickness of the outer wall of the temporary storage cavity is relatively large, and the thickness of the corresponding annular plate corresponds to that of the temporary storage cavity 36, and the rotary sealing rings are fixed on the two inner circumferential walls of the annular hole, so as to ensure the connection tightness between the annular plate and the annular hole, and avoid the slurry in the temporary storage cavity 36 from overflowing; the rotary sealing ring is composed of a slip ring made of filled polytetrafluoroethylene and a rubber O-shaped sealing ring for providing a natural texture, the rubber O-shaped sealing ring is fixed on the inner circumferential wall of the slip ring, when the rotary sealing ring is used, annular grooves matched with the slip ring are formed in the inner circumferential walls on two sides of the annular hole, the two rubber O-shaped sealing rings are respectively contacted with the inner circumferential wall and the outer circumferential wall of the annular plate, and when the temporary storage cavity 36 rotates, the rotary sealing ring can ensure that no slurry overflows from the annular plate.

Example 3

As shown in fig. 1 to 5, in this embodiment, a motor i 3 is arranged on the outer wall of the top of the outer sleeve 2, two opposing U-shaped fixture blocks 18 are arranged on the inner wall of the top of the outer sleeve 2, a disk 17 is arranged on the output end of the motor i 3, the lower surface of the disk 17 is connected with the top of the inner sleeve 35, the two fixture blocks 18 are symmetrically distributed along the axial direction of the disk 17, the circumference of the disk 17 is arranged in the U-shaped areas of the two fixture blocks 18, a through hole 26 is formed in the bottom of the outer sleeve 2, and the lower end of the vibration tube 12 and the lower end of the extension tube; two limiting blocks 19 are symmetrically arranged on the outer circumferential wall of the disc 17 along the axis, a travel switch 39 is arranged on the side wall of each clamping block 18, and the travel switches 39 are electrically connected with the motor I3; a support ring 27 which is coaxial with the through hole 26 is arranged on the inner wall of the bottom of the outer sleeve 2, and the inner diameter of the support ring 27 is larger than that of the through hole 26.

In an initial state, the disc 17 is clamped in the U-shaped areas of the two clamping blocks 18, the limiting blocks 19 are not in contact with the travel switches 39, when the moving direction of the bearing platform is changed, the motor I3 is started, the disc 17 and the inner sleeve 35 are further driven to rotate 180 degrees, until the two limiting blocks 19 are respectively in contact with the travel switches 39 on the side walls of the clamping blocks 18, the travel switches 39 feed back information and transmit control commands to the motor I3, the motor I3 stops running, namely the positions of the vibration pipe 12 and the telescopic pipe 13 are exchanged in the through hole 26, the vibration pipe 12 is ensured to be always in front of the stirrer 14, front marine soft soil is liquefied in advance, and the resistance in the running direction is reduced; for the purpose of increasing the working stability of the components during the curing process, the inner sleeve 35 and the components therein have a relatively large weight, and for this purpose, the support ring 27 is disposed on the inner wall of the bottom of the outer sleeve 2, and the upper surface of the support ring 27 contacts the bottom of the inner sleeve 35, so as to provide a stable support for the inner sleeve 35, and prevent the inner sleeve 35 from radially jumping when the vibrating tube 12 vibrates and the stirrer 14 rotates.

In this embodiment, in the process of solidifying the marine soft soil, the bearing platform continuously performs linear motion at a low speed, and the soft soil region swept by the stirrer 14 after the bearing platform switches the moving direction partially overlaps with the region where the solidification process has been completed before, that is, the overlapped soft soil region can be subjected to secondary vibration, stirring and grouting processes, so that the mixing uniformity between the slurry and the liquefied soft soil is improved, and the purpose of efficiently solidifying the marine soft soil is achieved.

As preferred, this embodiment is in be equipped with cabinet 7 on the support 1, the middle part is equipped with baffle 8 in the cabinet 7, baffle 8 separates into two mutually independent storage areas with cabinet 7, is equipped with gas holder 4 in the storage area who lies in the top, and the exhaust end of gas holder 4 has connected gradually air pump 5, outlet duct 6, is equipped with the intake pipe 32 with outlet duct 6 intercommunication in the vibrating tube 12, and intake pipe 32 communicates with the air inlet of a plurality of air vibrator 30 in proper order, is equipped with PLC control system 9, liquid storage pot 10 in the storage area that lies in the below, and the liquid outlet and the delivery hose intercommunication of liquid storage pot 10. Storage cabinet 7 that sets up on support 1 is used for placing gas holder 4, liquid storage pot 10 and PLC control system 9 etc. can provide the supply of gas or fungus liquid for air vibrator 30, agitator 14 respectively to through PLC control system 9, can carry out automatic control to motor I3, motor II 22 and two pneumatic cylinders 20, in order to satisfy the requirement of sea facies weak soil solidification construction.

Wherein, can not only store the fungus liquid in the liquid storage pot 10, still can save cement thick liquid, chemical thick liquid etc. according to the actual solidification demand of marine soft soil, adopt different thick liquids, and then increase solidification equipment's use flexibility.

The above-mentioned embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above description is only the embodiments of the present invention, and is not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (10)

1. The utility model provides a weak soil solidification is with removing operation device on a large scale, includes support (1) the bottom of support (1) is equipped with opening (11), its characterized in that: the vibration isolation device is characterized in that an outer sleeve (2) with two closed ends is arranged in the support (1), an inner sleeve (35) coaxial with the outer sleeve is arranged in the outer sleeve (2), the inner sleeve (35) is axially divided into a cavity I and a cavity II along the inner sleeve (35), hydraulic cylinders (20) are arranged in the cavity I and the cavity II, a driving block (21) is arranged at the output end of each hydraulic cylinder (20), a vibration tube (12) is arranged in the cavity I, the upper end of the vibration tube (12) is open, the lower end of the vibration tube is closed, the upper end of the vibration tube (12) is connected with the lower surface of the driving block (21) in the cavity I through a spring (33), the lower end of the vibration tube (12) sequentially and movably penetrates through the inner sleeve (35) and the outer sleeve (2) to extend; a telescopic pipe (13) is arranged in the chamber II, the upper end of the telescopic pipe (13) is connected with the lower surface of a driving block (21) of the chamber II, the lower end of the telescopic pipe (13) sequentially and movably penetrates through the inner sleeve (35) and the outer sleeve (2) and then extends downwards, and a stirrer (14) is arranged on the extension section of the telescopic pipe (13).

2. The large-scale soft soil solidification mobile operation device according to claim 1, wherein: a plurality of bottom plates (29) are arranged in the vibrating tube (12) at intervals, a separation chamber (31) is formed between every two adjacent bottom plates (29), and the air vibrator (30) is fixed in the separation chamber (31).

3. The large-scale soft soil solidification mobile operation device according to claim 1, wherein: a plurality of exhaust holes (34) are formed in the outer wall of the vibrating tube (12), each exhaust hole (34) is communicated with the separation cavity (31), a plurality of exhaust hoses connected with the exhaust holes (34) are arranged in the cavity I, and the air outlet end of each exhaust hose penetrates through the outer sleeve (2) and then extends outwards.

4. The large-scale soft soil solidification mobile operation device according to claim 2, wherein: a motor II (22) and a plugging plate (24) are arranged in the telescopic pipe (13), the motor II (22) is positioned above the plugging plate (24), a connecting shaft (25) is arranged at the output end of the motor II (22), the connecting shaft (25) movably penetrates through the plugging plate (24) and then extends downwards, and a planetary gear is arranged on the extending section of the connecting shaft (25); agitator (14) are including connecting pipe (28) and two cylindric stirring heads, and the connecting pipe level is placed and the middle part is connected with the extension section of flexible pipe (13), two the stirring head rotates the both ends that set up at the connecting pipe, and two stirring head slopes to set up and make the two axis intersect, and the nodical point of two stirring head axes is located the perpendicular bisector of connecting pipe, all is equipped with center pin (37) in each stirring head, and be equipped with on center pin (37) with planetary gear complex conical gear (38).

5. The large-scale soft soil solidification mobile operation device according to claim 4, wherein: a plurality of protrusions (15) are arranged on the circumferential wall of the stirring head at intervals along the circumferential direction of the stirring head.

6. The large-scale soft soil solidification mobile operation device according to claim 5, wherein: at each all be equipped with in the stirring head and be annular cavity (36) of keeping in, be equipped with between two adjacent archs (15) with the jet orifice (16) of keeping in cavity (36) intercommunication it is equipped with slip casting pipe (23) to seal closure plate (24) top, slip casting pipe (23) upper end runs through behind the cavity II and is connected with delivery hose keep in cavity (36) are close to and open on the lateral wall of connecting pipe has the annular ring, and the annular ring rotates to be set up in the annular ring, and is equipped with rotary seal between annular ring and the annular ring, and slip casting pipe (23) lower extreme runs through behind seal closure plate (24), the annular ring in proper order and keeps in (36) the intercommunication with the cavity.

7. The large-scale soft soil solidification mobile operation device according to claim 6, wherein: the inner diameter of the injection hole (16) is gradually reduced along the radial direction of the stirring head; a plurality of shunting holes (40) are formed in the outer wall of the stirring head along the axial direction of the injection hole (16), and the shunting holes (40) are communicated with the injection hole (16) and are uniformly distributed along the circumference of the slurry outlet end of the injection hole (16).

8. The mobile operation device for curing soft soil in a wide range according to any one of claims 3 to 7, wherein: the vibration tube is characterized in that a motor I (3) is arranged on the outer wall of the top of the outer sleeve (2), two opposite U-shaped clamping blocks (18) are arranged on the inner wall of the top of the outer sleeve (2), a disc (17) is arranged on the output end of the motor I (3), the lower surface of the disc (17) is connected with the top of the inner sleeve (35), the two clamping blocks (18) are symmetrically distributed along the axial direction of the disc (17), the circumference of the disc (17) is arranged in the U-shaped areas of the two clamping blocks (18), a through hole (26) is formed in the bottom of the outer sleeve (2), and the lower end of the vibration tube (12) and the lower end of the telescopic tube (13) are; two limiting blocks (19) are symmetrically arranged on the outer circumferential wall of the disc (17) along the axis, a travel switch (39) is arranged on the side wall of each clamping block (18), and the travel switches (39) are electrically connected with the motor I (3).

9. The mobile working device for curing wide-range soft soil according to claim 8, wherein: a support ring (27) which is coaxial with the through hole (26) is arranged on the inner wall of the bottom of the outer sleeve (2), and the inner diameter of the support ring (27) is larger than that of the through hole (26).

10. The large-scale soft soil solidification mobile operation device according to claim 6, wherein: be equipped with cabinet (7) on support (1), middle part is equipped with baffle (8) in cabinet (7), baffle (8) separate into two mutually independent storage areas with cabinet (7), are equipped with gas holder (4) in the storage area who lies in the top, and the exhaust end of gas holder (4) has connected gradually air pump (5), outlet duct (6), is equipped with intake pipe (32) with outlet duct (6) intercommunication in vibrating tube (12), and intake pipe (32) communicate with the air inlet of a plurality of air vibrator (30) in proper order, is equipped with PLC control system (9) in the storage area who lies in the below, liquid storage tank (10), the liquid outlet and the delivery hose intercommunication of liquid storage tank (10).

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