CN111691396A - Novel drainage plate vacuum preloading geotextile construction equipment and construction method thereof - Google Patents

Abstract

The invention discloses a novel drain plate vacuum preloading geotextile construction device, which adopts the technical scheme that the novel drain plate vacuum preloading geotextile construction device comprises a sewing flow assembly, wherein the sewing flow assembly comprises a first device, a second device, a third device and a fourth device, the first device comprises a first conveying device and a first placing groove for placing geotextile and a drain plate, the second device comprises a second conveying device and a second placing groove for placing an external hand-shaped joint, a drain pipe and a ring buckle, the third device comprises a third conveying device and a third placing groove for placing geotextile, the fourth device comprises a fourth conveying belt, a frame rod and a sewing device, and the purpose is that the drain plate is easy to be silted up by wrapping a layer of geotextile on the periphery of a horizontal drain plate, the material is manufactured in an automatic processing mode, the manpower participation is reduced, the mechanical processing can improve the product fineness, realize high-precision guiding, positioning and adjusting, and greatly improve the labor productivity.

Description

Novel drainage plate vacuum preloading geotextile construction equipment and construction method thereof

Technical Field

The invention relates to a novel construction device and a construction method of geotextile by using a drainage plate vacuum preloading method.

Background

In recent years, governments of all levels in China pay more and more attention to environmental protection, and rivers, lakes, offshore dredging-hydraulic filling projects and construction site slurry treatment in various cities are continuously and rapidly developed. At present, building pile mud must be handled just can the outward transport, consequently, need handle mud fast, effectively in the engineering to reduce its water content, increase earth intensity, the convenient outward transport. The vertical drainage plate is combined with vacuum/preloading to accelerate soil body drainage consolidation, so that the method is an economical and effective method for improving the strength of the soft clay, and the PVD is utilized to treat natural deep soft foundation, which is widely and mature in China. However, the depth of the special storage yard is shallow sometimes caused by external conditions, and if PVD treatment is adopted, the treatment depth is shallow, the plate depth is short, the construction efficiency is reduced in a phase-changing manner, and the construction cost is increased; simultaneously, to high moisture content mud, its consolidation compression deformation is very big, leads to PVD serious buckling deformation, and the stifled phenomenon of silt of vertical drain bar is very much simultaneously, and the vacuum deepens continuous loss along the soil layer to lead to deep soil body consolidation effect unsatisfactory, influence treatment effect and construction period, it is unfavorable to the high turnover utilization of store yard, influence urban area planning even.

In order to solve the problems, horizontal drainage plates which are laid in a belt shape in layers are introduced into engineering, and in the engineering, the horizontal drainage plates are laid in layers, so that slurry can be pumped while consolidation drainage is carried out, the construction is simple and convenient, and the energy consumption is saved; avoid panel acutely to buckle, guarantee the effective transmission of vacuum, guarantee the treatment effect, save the time limit for a project, improve the turnover utilization ratio of storage yard. In addition, the results of the study show that: adopt horizontal drain bar method, can effectively increase the mud and handle the total amount, and reduced uneven settlement, improved the quality of engineering and although horizontal drain bar has more good nature, still have some defects in the practical application, specifically as follows:

the clogging phenomenon still exists, along with the progress of the engineering, the single horizontal drainage plate is paved to gradually clog, the drainage effect is worse and worse, and the progress of the engineering is influenced.

The existing processing of the vacuum prepressing material is totally dependent on manpower, which results in higher cost of engineering labor cost. The preparation period in the early stage is long, and the manual processing product is not fine enough.

The arrangement of the horizontal drainage plate-geotextile fabric on site simply depends on manpower at present, and the laying is slow and difficult.

Disclosure of Invention

Aiming at the defects in the prior art, the invention aims to provide novel construction equipment and a construction method for geotextile by using a vacuum preloading method for a drainage plate, and aims to solve the problem that the drainage plate is easy to clog by wrapping a layer of geotextile on the periphery of the horizontal drainage plate, ensure the normal drainage function of the drainage plate while preventing clogging, reduce the participation of manpower by adopting an automatic processing mode for manufacturing materials, increase the application of modern machinery, effectively reduce the labor cost and improve the processing speed, improve the product fineness by mechanical processing, realize high-precision guiding, positioning and adjustment, and greatly improve the labor productivity.

In order to achieve the purpose, the invention provides the following technical scheme: the novel construction equipment for geotextile with the drainage plate vacuum preloading method comprises a sewing flowing water assembly, wherein the sewing flowing water assembly comprises first equipment, second equipment, third equipment and fourth equipment, and the arrangement mode of the sewing flowing water assembly is first equipment, second equipment, third equipment and fourth equipment;

the first equipment comprises first conveying equipment and a first placing groove used for placing geotextile and drainage plates, a first conveying belt is arranged on the first conveying equipment, the first placing groove is fixedly connected with the first conveying equipment, a plurality of first support frames are built on the first conveying equipment, a first electric hoist is further arranged on each first support frame, the first support frames are arranged in an array mode along the length direction of the first conveying equipment, a first manipulator is arranged on each first support frame, and the first manipulator can slide in a reciprocating mode along the extension direction of the first support frame;

the second device comprises a second transportation device and a second placing groove for placing the external hand joint, the drain pipe and the ring buckle, the second transportation equipment is provided with a second transportation belt, the second placing groove is fixedly connected with the second transportation equipment, a plurality of second supporting frames are set up on the second transportation equipment, the plurality of second supporting frames are arranged in a transverse and longitudinal staggered manner, the second support frame is provided with a second mechanical arm, a third mechanical arm, an automatic screw machine and a binding machine, the second manipulator is used for clamping the hand-shaped joint, the third manipulator is used for inserting the drain pipe into the hand-shaped joint, the third mechanical frame is used for sleeving the buckle into the joint of the hand-shaped joint and the drain pipe, the automatic screw machine is used for screwing a screw into the buckle to connect the hand-shaped joint with the drain pipe, and the binding machine is used for binding the drain board with the geotextile;

the third equipment comprises third conveying equipment and a third placing groove for placing geotextile, a third conveying belt is arranged on the third conveying equipment, the third placing groove is fixedly connected with the third conveying equipment, a plurality of third supporting frames are built on the third conveying equipment, the third supporting frames are arranged in an array mode along the length direction of the third conveying equipment, a fourth manipulator is arranged on the third supporting frame, the fourth manipulator can slide in a reciprocating mode along the extending direction of the third supporting frame, and the fourth manipulator is used for laying the upper geotextile above the drainage plate;

the fourth equipment comprises a fourth conveying belt, a frame rod and a sewing and binding device, wherein the sewing and binding device is arranged on the frame rod, and when the geotextile and the drainage plate are conveyed to the fourth conveying belt, the sewing and binding device sews and binds two layers of geotextile together.

Further, a first sensor is arranged on the first conveyor belt, and the first sensor is a timing sensor; the device comprises a rack and is characterized in that a second sensor is arranged at the rear end of a second support frame, the second sensor is an infrared sensor and is coupled with a second conveying belt, a third sensor is arranged on a third support frame, the third sensor is a timing sensor and is coupled with a third conveying belt, a fourth sensor is arranged at the front end of the rack rod, and the fourth sensor is a timing sensor.

Further, be provided with couple and tensile rope on the first electric hoist, the couple is connected with tensile rope, still be provided with the drum on the first electric hoist, tensile rope winding and in the drum.

Further, still include two and hang the dress frame and set up and two link between the dress frame, hang dress frame and link three and form "[" type structure, be provided with two at least second electric hoist on the link, the second electric hoist is used for laying the geotechnological cloth in the mud pond.

A construction method of a novel drain board vacuum preloading geotextile comprises the following steps:

the method comprises the following steps: manually placing the geotextile in the first placing groove, moving the first electric hoist to the position above the first placing groove along the first support frame, descending the first electric hoist to clamp the geotextile, ascending the first electric hoist to move to the position above the first conveying belt along the first support frame, descending the first electric hoist to place the geotextile on the first conveying belt, clamping the drainage plate to the position above the geotextile by the first mechanical arm, and rolling the first conveying belt to enable the geotextile and the drainage plate to enter the second equipment;

step two: manually placing the drain pipe and the ring buckle on a second placing groove, firstly manually sleeving a hand-shaped joint on the drain board, clamping the hand-shaped joint by a second manipulator, clamping the drain pipe by a third manipulator, moving to the hand-shaped joint to sleeve the drain pipe with the hand-shaped joint, moving the clamping ring buckle again by the third manipulator, buckling the ring buckle at the joint of the drain pipe and the hand-shaped joint, starting a screw machine, screwing a screw on the ring buckle into the ring buckle, starting a binding machine, fixing the geotextile and the drain board, and finally transmitting the geotextile and the drain board into third equipment;

step three: manually placing the geotextile in a third placing groove, moving a first electric hoist to the position above the third placing groove along a third supporting frame, descending the first electric hoist to clamp the geotextile, ascending the first electric hoist to move to the position above a third conveying belt along the third supporting frame, descending the first electric hoist to place the geotextile on the third conveying belt, clamping a drainage plate to the position above the geotextile by a third manipulator, and rolling the third conveying belt to enable the drainage plate and the geotextile on the upper side and the lower side of the drainage plate to enter fourth equipment;

step four: when the geotextile and the drainage plate enter the fourth equipment, the seam binding devices at the two ends of the hack lever sew and bind the geotextile;

step five: transporting the manufactured geotextile to a construction site, folding and binding the geotextile to form a rope, hooking the geotextile on a second electric hoist, slowly descending the geotextile to a specified position, manually taking down the rope connected to the second electric hoist to bind on a steel pipe on the side of the slurry pool, and laying the geotextile.

The invention has the beneficial effects that:

(1) the novel drain board vacuum preloading geotextile is manufactured by reducing the participation of manpower, and the original pure manual processing has low efficiency and high cost and is not fine enough. Through the participation of modern machinery, the production efficiency is greatly improved, the manufacturing cost is reduced, and meanwhile, the manufactured artware is better in quality.

(2) The existing mechanical equipment electric hoist is added, so that the whole laying process is quick, safe and efficient, the electric hoist is low in energy consumption during operation, the environment-friendly and energy-saving concept is met, and the engineering expenditure is saved.

(3) The cloth ropes connected with the geotextile are finally bound on the steel pipes around, so that the movement of the drainage plate-geotextile caused by the slurry filling process is prevented, the drainage plate-geotextile is ensured to be always fully distributed on the whole plane of the slurry tank, the vacuumizing without dead angles is ensured, and the treatment effect is greatly ensured.

(4) The upper and lower layers of the geotextile are sewn by the geotextile, so that clogging of the drainage plate is greatly reduced, the normal vacuumizing function of the drainage plate is ensured, and one surface of the geotextile is bound by the cloth strips, so that the cost is reduced.

Drawings

FIG. 1 is a schematic perspective view of a sewing flow assembly;

FIG. 2 is a schematic structural diagram of a first apparatus;

FIG. 3 is a schematic structural diagram of a second apparatus;

FIG. 4 is a schematic structural diagram of a third apparatus;

FIG. 5 is a schematic structural diagram of a fourth apparatus;

FIG. 6 is a schematic structural diagram of a first structural diagram;

FIG. 7 is a schematic structural view of the geotextile and the drainage plate;

FIG. 8 is a schematic structural view of the hanging rack and the connecting rack;

reference numerals: 1. sewing the flowing water assembly; 11. an electric hoist; 111. hooking; 112. stretching the rope; 113. coiling; 12. geotextile; 13. a drain plate; 2. a first device; 21. a first conveying device; 22. a first placing groove; 221. a first conveyor belt; 23. a first support frame; 24. a first manipulator; 25. a first inductor; 3. a second device; 31. a second transport apparatus; 32. a second placing groove; 321. a second conveyor belt; 33. a second support frame; 34. a second manipulator; 35. a third manipulator; 36. an automatic screw machine; 37. a binding machine; 38. a second inductor; 4. a third device; 41. a third conveying device; 42. a third placing groove; 43. a third conveyor belt; 44. a third support frame; 45. a fourth manipulator; 46. a third inductor; 5. a fourth device; 51. a fourth conveyor belt; 52. a frame bar; 53. a stitching device; 54. a fourth inductor; 6. hanging a rack; 61. a connecting frame; 7. two electric hoists.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples. In which like parts are designated by like reference numerals. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "bottom" and "top," "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.

Referring to fig. 1 to 8, the construction equipment for the novel drain plate vacuum preloading geotextile of the embodiment comprises a sewing flowing water assembly 1, wherein the sewing flowing water assembly 1 comprises a first equipment 2, a second equipment 3, a third equipment 4 and a fourth equipment 5, and the arrangement mode of the first equipment 2, the second equipment 3, the third equipment 4 and the fourth equipment 5 is as follows;

the first equipment 2 comprises first conveying equipment 21 and a first placing groove 22 for placing the geotextile 12 and the drainage plate 13, a first conveying belt 221 is arranged on the first conveying equipment, the first placing groove 22 is fixedly connected with the first conveying equipment 21, a plurality of first support frames 23 are built on the first conveying equipment 21, a first electric hoist 11 is further arranged on each first support frame 23, the first support frames 23 are arranged in an array mode along the length direction of the first conveying equipment 21, a first manipulator 24 is arranged on each first support frame 23, and the first manipulator 24 can slide in a reciprocating mode along the extending direction of the first support frame 23;

the second device 3 comprises a second transport device 31 and a second placement groove 32 for placing external hand joints, drains and buckles, the second transportation equipment 31 is provided with a second transportation belt 321, the second placing groove 32 is fixedly connected with the second transportation equipment 31, a plurality of second supporting frames 33 are built on the second transportation equipment 31, the plurality of second supporting frames 33 are arranged in a transverse and longitudinal staggered manner, the second supporting frame 33 is provided with a second manipulator 34, a third manipulator 35, an automatic screw machine 36 and a binding machine 37, the second manipulator 34 is used for clamping the hand-shaped joint, the third manipulator 35 is used for inserting the drain pipe into the hand-shaped joint, the third mechanical frame is used for sleeving the buckle into the joint of the hand-shaped joint and the drainage pipe, the automatic screw machine 36 is used for screwing screws into the buckle to connect the hand-shaped joint with the drainage pipe, and the binding machine 37 is used for binding the drainage plate 13 with the geotextile 12;

the third equipment 4 comprises third conveying equipment 41 and a third placing groove 42 for placing the geotextile 12, a third conveying belt 43 is arranged on the third conveying equipment, the third placing groove 42 is fixedly connected with the third conveying equipment 41, a plurality of third support frames 44 are built on the third conveying equipment 41, the third support frames 44 are arranged in an array along the length direction of the third conveying equipment 41, a fourth manipulator 45 is arranged on the third support frames 44, the fourth manipulator 45 can slide in a reciprocating manner along the extension direction of the third support frames 44, and the fourth manipulator 45 is used for laying the upper geotextile 12 above the drainage plate 13;

the fourth device 5 comprises a fourth conveyer belt 51, a frame rod 52 and a stitching device 53, wherein the stitching device 53 is arranged on the frame rod 52, and when the geotextile 12 and the drainage plate 13 are conveyed to the fourth conveyer belt 51, the two layers of geotextile 12 are stitched and stitched together by the stitching device 53.

The specific improvement is that the following preparation is made before the machine runs: firstly, preparing materials, namely placing the geotextile 12 into a designated geotextile 12 groove, and placing the drainage plate 13 and various parts into the designated groove. The complete materials are ensured when the machine runs, and the running is not interrupted; secondly, checking the equipment, running the data coded on the computer after the equipment is correct, and observing whether the running track of each equipment is accurate and whether the mechanical gripper can accurately pick up and convey the material to a specified position; thirdly, starting the equipment after all the equipment is ready;

the first equipment 2, the second equipment 3, the third equipment 4 and the fourth equipment 5 are connected to form a whole assembly line, in the process of the whole assembly line, most of construction steps are completed mechanically, the production efficiency is greatly improved, and the hands of constructors are liberated, the first equipment 2 is used for placing the drainage plate 13 on the geotextile 12, placing the geotextile 12 on the first placing groove 22, lifting the geotextile on the first conveying equipment 21 by the electric hoist 11, then using the first manipulator 24 to place the drainage plate 13 above the geotextile 12, and then conveying the geotextile to the second equipment 3;

the second device 3 is used for installing the parts on the drainage plate 13, firstly, the hand-shaped joint is sleeved at the drainage plate 13 by manual operation, the hand-shaped joint is held by the second mechanical hand 34, the drainage pipe is held and inserted into the hand-shaped joint by the third mechanical hand 35, then the ring buckle is held by the third mechanical hand 35, the ring buckle is sleeved at the joint of the hand-shaped joint and the drainage pipe, then the screw is screwed into the ring buckle by the automatic screw machine 36, and finally the geotextile 12 is bound with the drainage plate 13 by the binding machine 37, so that the advantages of the prior art are achieved, the manual participation is greatly reduced, the time is saved, the cost is greatly reduced compared with the manual processing, in addition, in the past, the pure manual processing is realized, the ring is not fine enough, the position can be twisted askew, the screw is twisted mechanically, the pipeline is connected with the hand-shaped joint more tightly, the air leakage is not easy to occur, the local seam is not tight enough, this can cause the direct drain bar 13 that gets into from the hole of mud in the evacuation process, causes the drain bar 13 to become silted up, and the mechanical seam is decided to go on according to the procedure that sets for, and is careful and accurate, has guaranteed holistic evacuation effect.

As a modified specific embodiment, a first inductor 25 is arranged on the first conveyor belt, and the first inductor 25 is a timing inductor; a second sensor 38 is disposed at a rear end of the second support frame 33, the second sensor 38 is an infrared sensor, the second sensor 38 is coupled to the second conveyor belt, a third sensor 46 is disposed on the third support frame 44, the third sensor 46 is a timing sensor, the third sensor 46 is coupled to the third conveyor belt 43, a fourth sensor 54 is disposed at a front end of the frame rod 52, and the fourth sensor 54 is a timing sensor.

The specific improvement is that the first sensor 25 is arranged on the first device 2, the first sensor 25 is a timing sensor, a time threshold is set on a computer before operation, when the time threshold is reached, the first device 2 operates, the geotextile 12 enters the second device 3, and because a hand-shaped joint needs to be manually sleeved in the second device 3, the time cannot be accurately controlled, an infrared sensor is adopted as a sensor in the second device 3, and after the geotextile 12 and the drainage plate 13 are bound by the binder 37, the infrared sensor senses the binder 37, so that the geotextile 12 and the drainage plate 13 are driven to move to the third device 4; the third sensor 46 is similar to the first sensor 25, and the fourth device 5 mainly performs a sewing function on the geotextile 12, and before the device operates, an action track is preset on a computer.

As a modified specific embodiment, the first electric hoist 11 is provided with a hook 111 and a tensile rope 112, the hook 111 is connected with the tensile rope 112, the first electric hoist 11 is further provided with a winding disc 113, and the tensile rope 112 is wound around and wound in the winding disc 113.

The above-mentioned concrete improvement does, couple 111 that sets up on the electric hoist 11, the primary function lies in can hanging up geotechnological cloth 12, places on first conveyer belt, through the setting of coiling 113, can effectual storage tensile rope 112.

As a modified embodiment, still include two hanging frame 6 and set up and two hanging frame 6 between link 61, hanging frame 6 and link 61 three form "[" type structure, be provided with two at least second electric hoist 7 on the link 61, second electric hoist 7 is used for laying geotechnological cloth 12 in the mud pit.

The concrete improvement is that after the geotextile 12 is sewn and bound, the geotextile is transported to the site, the hanging frame 6 and the connecting frame 61 are firstly built on two sides of the mud pit, the second electric hoist 7 is hung on the connecting frame 61, the second electric hoist 7 is controlled by adopting remote control wireless remote control, the drainage plate 13-geotextile is bound at two ends of one side of the mud pit, and then the geotextile slowly moves to the center of the mud pit and falls into the pit, and finally the geotextile rope is untied from the second electric hoist 7 and is tied on the fixed steel pipe around the mud pit.

A construction method of a novel drain board 13 vacuum preloading geotextile comprises the following steps:

the method comprises the following steps: manually placing the geotextile 12 in the first placing groove 22, moving the first electric hoist 11 to the position above the first placing groove 22 along the first support frame 23, descending and clamping the geotextile 12 by the first electric hoist 11, ascending and moving the first electric hoist 11 to the position above the first conveying belt along the first support frame 23, descending and placing the geotextile 12 on the first conveying belt by the first electric hoist 11, clamping the drainage plate 13 to the position above the geotextile 12 by the first manipulator 24, and rolling the first conveying belt 221 to enable the geotextile 12 and the drainage plate 13 to enter the second equipment 3;

step two: manually placing the drain pipe and the ring buckle on the second placing groove 32, firstly manually sleeving a hand-shaped joint on the drain board 13, clamping the hand-shaped joint by using the second manipulator 34, clamping the drain pipe by using the third manipulator 35, moving to the hand-shaped joint to sleeve the drain pipe and the hand-shaped joint, moving the clamping ring buckle by using the third manipulator 35 again, buckling the ring buckle at the joint of the drain pipe and the hand-shaped joint, starting a screw machine, screwing a screw on the ring buckle into the ring buckle, then starting a binding machine 37 to fix the geotextile 12 and the drain board 13, and finally transmitting the geotextile 12 and the drain board 13 into the third equipment 4;

step three: manually placing the geotextile 12 in the third placing groove 42, moving the first electric hoist 11 to the position above the third placing groove 42 along the third support frame 44, descending and clamping the geotextile 12 by the first electric hoist 11, ascending and moving the first electric hoist 11 to the position above the third conveying belt along the third support frame 44, descending and placing the geotextile 12 on the third conveying belt by the first electric hoist 11, clamping the drainage plate 13 to the position above the geotextile 12 by the third manipulator 35, and rolling the third conveying belt 43 to enable the drainage plate 13 and the geotextile 12 on the upper side and the lower side of the drainage plate 13 to enter the fourth equipment 5;

step four: when the geotextile 12 and the drainage plate 13 enter the fourth device 5, the sewing and stapling devices 53 at the two ends of the frame rod 52 sew and staple the geotextile 12;

step five: transport the geotechnological cloth 12 that makes to the job site, fold geotechnological cloth 12 and the ligature rope to collude on second electric hoist 7, later slowly descend geotechnological cloth 12 to assigned position, the manual work will be connected the rope on second electric hoist 7 and take off the ligature on the steel pipe on mud pond limit again, accomplish geotechnological cloth 12 and lay.

The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may occur to those skilled in the art without departing from the principle of the invention, and are considered to be within the scope of the invention.

Claims (5)

1. The utility model provides a novel drain bar vacuum preloading method geotextile's construction equipment which characterized in that: the sewing flow assembly (1) comprises a first device (2), a second device (3), a third device (4) and a fourth device (5), and the arrangement modes of the sewing flow assembly (1) are the first device (2), the second device (3), the third device (4) and the fourth device (5);

the first equipment (2) comprises first conveying equipment (21) and a first placing groove (22) used for placing geotextiles (12) and drainage plates (13), a first conveying belt (221) is arranged on the first conveying equipment, the first placing groove (22) is fixedly connected with the first conveying equipment (21), a plurality of first supporting frames (23) are built on the first conveying equipment (21), a first electric hoist (11) is further arranged on each first supporting frame (23), the first supporting frames (23) are arranged in an array mode along the length direction of the first conveying equipment (21), a first mechanical hand (24) is arranged on each first supporting frame (23), and the first mechanical hand (24) can slide in a reciprocating mode along the extending direction of the first supporting frames (23);

the second equipment (3) comprises second transportation equipment (31) and a second placing groove (32) used for placing an external hand-shaped joint, a drain pipe and a ring buckle, a second transportation belt (321) is arranged on the second transportation equipment (31), the second placing groove (32) is fixedly connected with the second transportation equipment (31), a plurality of second supporting frames (33) are built on the second transportation equipment (31), a plurality of second supporting frames (33) are transversely and longitudinally staggered, a second manipulator (34) and a third manipulator (35), an automatic screw machine (36) and a binding machine (37) are arranged on the second supporting frame (33), the second manipulator (34) is used for clamping the hand-shaped joint, the third manipulator (35) is used for inserting the drain pipe into the hand-shaped joint, and the ring buckle is sleeved at the joint of the hand-shaped joint and the drain pipe by the third manipulator, the automatic screw machine (36) screws the screw into the ring buckle to connect the hand joint with the drainage pipe, and the binding machine (37) is used for binding the drainage plate (13) with the geotextile (12);

the third equipment (4) comprises third conveying equipment (41) and a third placing groove (42) for placing the geotextile (12), a third conveying belt (43) is arranged on the third conveying equipment, the third placing groove (42) is fixedly connected with the third conveying equipment (41), a plurality of third supporting frames (44) are built on the third conveying equipment (41), the third supporting frames (44) are arranged in an array mode along the length direction of the third conveying equipment (41), a fourth manipulator (45) is arranged on the third supporting frames (44), the fourth manipulator (45) can slide in a reciprocating mode along the extending direction of the third supporting frames (44), and the fourth manipulator (45) is used for laying the upper geotextile (12) above the drainage plate (13);

the fourth equipment (5) comprises a fourth conveying belt (51), a frame rod (52) and a sewing and stapling device (53), wherein the sewing and stapling device (53) is arranged on the frame rod (52), and when the geotextile (12) and the drainage plate (13) are conveyed to the fourth conveying belt (51), the sewing and stapling device (53) sews and staples two layers of geotextile (12).

2. The novel drainage plate vacuum preloading geotextile construction equipment as claimed in claim 1, wherein: a first inductor (25) is arranged on the first conveying belt, and the first inductor (25) is a timing inductor; a second inductor (38) is arranged at the rear end of the second support frame (33), the second inductor (38) is an infrared inductor, the second inductor (38) is coupled with the second conveying belt, a third inductor (46) is arranged on the third support frame (44), the third inductor (46) is a timing inductor, the third inductor (46) is coupled with the third conveying belt (43), a fourth inductor (54) is arranged at the front end of the rack rod (52), and the fourth inductor (54) is a timing inductor.

3. The novel drainage plate vacuum preloading geotextile construction equipment as claimed in claim 2, wherein: be provided with couple (111) and tensile rope (112) on first electric hoist (11), couple (111) are connected with tensile rope (112), still be provided with on first electric hoist (11) and wind dish (113), in tensile rope (112) winding and wind dish (113).

4. The new type of equipment for the construction of geotextile with vacuum preloading of drainage board (13) according to claim 3, characterized in that: still include two hanging frame (6) and set up and two link (61) between hanging frame (6), hanging frame (6) and link (61) three form "[" type structure, be provided with two at least second electric hoist (7) on link (61), second electric hoist (7) are used for laying geotechnological cloth (12) in the mud pit.

5. The construction method of the novel drain board vacuum preloading geotextile according to claim 4, which is characterized in that: the method comprises the following steps:

the method comprises the following steps: manually placing the geotextile (12) in a first placing groove (22), moving a first electric hoist (11) to the position above the first placing groove (22) along a first supporting frame (23), descending the first electric hoist (11) to clamp the geotextile (12), ascending the first electric hoist (11) to move to the position above a first conveying belt along the first supporting frame (23), descending the first electric hoist (11) to place the geotextile (12) on the first conveying belt, clamping a drainage plate (13) to the position above the geotextile (12) through a first manipulator (24), and rolling the first conveying belt (221) to enable the geotextile (12) and the drainage plate (13) to enter a second device (3);

step two: manually placing the drain pipe and the ring buckle on the second placing groove (32), firstly manually sleeving the hand-shaped joint on the drain board (13), clamping the hand-shaped joint by the second manipulator (34), clamping the drain pipe by the third manipulator (35), moving to the hand-shaped joint to sleeve the drain pipe with the hand-shaped joint, moving the clamping ring buckle by the third manipulator (35) again, buckling the ring buckle at the joint of the drain pipe and the hand-shaped joint, starting the screw machine, screwing the screw on the ring buckle into the ring buckle, then opening the binding machine (37), fixing the geotextile (12) and the drain board (13), and finally transmitting the geotextile (12) and the drain board (13) into the third equipment (4);

step three: manually placing the geotextile (12) in a third placing groove (42), moving a first electric hoist (11) to the position above the third placing groove (42) along a third supporting frame (44), descending the first electric hoist (11) to clamp the geotextile (12), ascending the first electric hoist (11) to move to the position above a third conveying belt along the third supporting frame (44), descending the first electric hoist (11) to place the geotextile (12) on the third conveying belt, clamping a drainage plate (13) to the position above the geotextile (12) through a third manipulator (35), and rolling the third conveying belt (43) to enable the drainage plate (13) and the geotextile (12) on the upper side and the lower side of the drainage plate (13) to enter a fourth device (5);

step four: when the geotextile (12) and the drainage plate (13) enter the fourth device (5), sewing and stapling devices (53) at two ends of the frame rod (52) are used for sewing and stapling the geotextile (12);

step five: transporting the manufactured geotextile (12) to a construction site, folding and binding the geotextile (12) to form a rope, hooking the geotextile (12) on a second electric hoist (7), slowly descending the geotextile (12) to a specified position, manually taking down the rope connected to the second electric hoist (7) to bind on a steel pipe on the side of the slurry tank, and finishing laying the geotextile (12).

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