CN116927169B - Hexagonal geocell stretching device and stretching method thereof - Google Patents
Hexagonal geocell stretching device and stretching method thereof Download PDFInfo
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- CN116927169B CN116927169B CN202311022899.2A CN202311022899A CN116927169B CN 116927169 B CN116927169 B CN 116927169B CN 202311022899 A CN202311022899 A CN 202311022899A CN 116927169 B CN116927169 B CN 116927169B
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- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 10
- 238000003825 pressing Methods 0.000 claims description 17
- 238000007670 refining Methods 0.000 claims description 16
- 238000004080 punching Methods 0.000 claims description 12
- 238000003860 storage Methods 0.000 claims description 8
- 238000005056 compaction Methods 0.000 claims description 7
- 230000007246 mechanism Effects 0.000 claims description 7
- 238000005192 partition Methods 0.000 claims description 7
- 238000004064 recycling Methods 0.000 claims description 4
- 238000005096 rolling process Methods 0.000 claims description 4
- 238000012856 packing Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 240000005002 Erythronium dens canis Species 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 description 10
- 230000008569 process Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Abstract
The invention relates to the technical field of geocells, and provides a hexagonal geocell stretching device and a stretching method thereof. According to the invention, the material homogenizing part is arranged on one side of the equipment main body, the rotating shaft can be moved to the upper end of the positioning part by utilizing the electric sliding seat during stretching operation, at the moment, the hexagonal blocks can be driven to rotate by utilizing the built-in motor of the side seat, and then the hexagonal blocks are stretched into the hexagonal bodies after being guided by the side seat to the edge positions of the hexagonal geocells, so that the hexagonal geocells can be fully unfolded during stretching treatment, the subsequent stable soil and the like can be conveniently used, the situation that part of cells are shrunken is effectively avoided, and meanwhile, the stretching operation can be more smoothly improved by continuously applying thrust to the hexagonal geocells.
Description
Technical Field
The invention relates to the field of geocells, in particular to a hexagonal geocell stretching device and a stretching method thereof.
Background
The geocell is a three-dimensional structure made on the basis of geotechnical materials and is generally made of plastic materials such as high-density polyethylene or polypropylene, and the geocell has the main functions of forming a reinforced structure in soil, enhancing the bearing capacity and stability of a foundation, improving the engineering properties of weak soil, and meanwhile, the geocell can be also used for protection, isolation, filtration, deposition and the like, and is widely applied to various engineering works, such as the fields of embankment, dam, seawall, wharf, soil erosion control and the like, and is often compressed for storage and transportation after production due to the wider use area of the geocell;
at present, the existing stretching and unfolding operation mode of the geocell during construction is as follows: 1. stretching and unfolding the geocell by a plurality of workers to be tiled; 2. the earthwork cells are driven to stretch and spread by the telescopic characteristics of the telescopic equipment and then paved by workers;
however, in the prior art, the worker stretching mode takes up more manpower, and is difficult to ensure the efficiency of a large number of laying operations, and the machine stretching mode is to apply a tensile force to four corner positions of the geocell to stretch, so that uneven stress of each area of the stretched geocell can be caused, and the subsequent installation and use performances can not be influenced by sufficient unfolding of one cell; secondly, after the construction, workers are required to manually insert pin rods into the cells for fixing, so that the construction period is prolonged due to poor continuity of the construction operation, and the construction period is inconvenient for practical operation and use;
in order to solve the above problems, a hexagonal geocell stretching device and a stretching method thereof are provided in the present application.
Disclosure of Invention
The invention aims to provide a hexagonal geocell stretching device and a stretching method thereof, which are used for solving the problems that each cell of a geocell cannot be fully stretched and a pin rod needs to be manually inserted in the prior art.
The aim of the invention can be achieved by the following technical scheme:
the utility model provides a hexagon geotechnique check room stretching device, includes the equipment main part, the inside layering of equipment main part is provided with a plurality of baffles, the inside rotation of baffle is installed and is rolled the cover, the outside of equipment main part is provided with six geotechnique check rooms, six geotechnique check rooms can be accomodate between adjacent baffles after folding compression, the outside of equipment main part still is provided with the refining section, the outside bottom of equipment main part is provided with the holding area that is used for shelving the six geotechnique check rooms of waiting to tensile, the upper end of holding area is provided with the limit slide that is used for spacing six geotechnique check rooms one side, the side slot has been seted up to one side of equipment main part, the inside of side slot is provided with the electric slide that is connected and drives its adjustment position of refining section, the lower extreme inside of refining section is provided with the rotation axis, the outside of rotation axis is provided with the hexagonal piece, the outside of hexagonal piece is provided with the side seat, the front end of refining section has seted up the holding groove, the side seat is used for stretching the room of six geotechnique check rooms to be used for leading the room's room edge outwards to six limit slide to the outside, the stretching section is provided with the second side of stretching section, the stretching sleeve is provided with the stretching sleeve, the side of stretching sleeve is provided with two sides of stretching sleeve, the side of stretching sleeve is provided with the side of stretching section, the stretching sleeve is provided with the side of stretching sleeve, the side of stretching section is provided with the side of stretching sleeve, the extension of stretching section is provided with the outside of stretching section, the upper end of balladeur train is provided with spacing portion, the upper end of spacing portion is provided with electronic punching press portion, the inside packing of spacing portion has the pin pole, the other end inside of spacing portion is provided with the roof, the lower extreme inboard of spacing portion is provided with the sloping that is used for supporting the pin pole, the both ends of roof are provided with the telescopic tube who is connected with spacing both sides protrusion plate body, telescopic tube's internally mounted has spring telescopic rod mechanism, electronic punching press portion is used for automatic downward punching out of a pin pole is with six geotechnique's check room edge position fixing.
Further, the both ends of refining portion are provided with electronic roating seat, the both ends of pre-compaction portion rotate and install rotatory cover, the outside of rotatory cover is provided with even the frame board, the one end of even the frame board is provided with convex flange, the one end of tensile portion is provided with the board cover, the flange can be fixed with the board cover connection through the bolt, the inboard of rotatory cover is provided with rotatory piece, the stepped hole that is used for rotatory piece rotation to connect has been seted up at the both ends of pre-compaction portion.
Further, the lower extreme of balladeur train is provided with splint, one side of tensile portion is provided with the protruding pipe that a plurality of departments are used for spacing first stay cord and second stay cord, the both ends of balladeur train are provided with branch, the outside cover of branch is equipped with the sliding sleeve.
Further, the inside of stretching portion is provided with the first conical tube that is used for driving rotatory putting outward of first stay cord and retrieving, the inside of stretching portion still is provided with the second conical tube that is used for driving rotatory putting outward of second stay cord and retrieving, the inside intermediate position of stretching portion is provided with the holder, the inside both ends of stretching portion are provided with the mount that is used for supporting the second conical tube.
Further, a support plate for installing a motor is arranged at the upper end of the fixing frame, and convex rings for rotating and connecting with the fixing frame are arranged at the two ends of the second conical tube.
Further, the middle position outside of first conical tube is provided with the convex protruding axle, the lower extreme inside of holder is provided with the electronic round that is used for driving protruding axle rotation, protruding axle and the outside of electronic round all are provided with the protruding tooth of intermeshing connection.
Further, the tip of telescopic part is provided with electronic screw rod, screw sleeve spiral installation is in the outside of electronic screw rod, screw sleeve's lower extreme is provided with the side pipe, the tip of telescopic part still is provided with the flexible guide arm that runs through the side pipe and spacing screw sleeve.
Further, the place ahead of accomodating the district is provided with the position adjustment portion that is used for supporting hexagonal geotechnique check room and hexagonal piece pressure, the both ends of position adjustment portion are provided with the baffle, the inside of position adjustment portion transversely has seted up the slide, the lower extreme of position adjustment portion is provided with electronic push-and-pull rod, the lower extreme of baffle is provided with the slide that is connected with electronic push-and-pull rod.
Further, in the hexagonal geocell stretching method, the inside of the stretching part is of a hollow structure, the first conical tube and the second conical tube with the inner and outer double-layer structures are placed inside, the retainer is further installed to fix the protruding shaft, the fixing frame is further installed to fix the protruding ring and form rotary connection with the protruding ring, and finally the motor is installed at the bottom of the retainer and the electric wheel is arranged at the front end of the motor.
Further, S1: when the hexagonal geocell is required to be stretched, the stretching part is outwards placed by utilizing the motors at the two ends of the equipment main body, and the electric screw is driven to rotate by utilizing the built-in motor of the telescopic part, and at the moment, the stretching part can be outwards extended by applying acting force to the limiting of the telescopic guide rod on the side pipe, wherein the extending distance is 7-12 meters;
s2: the driving electric wheel drives the first conical tube to rotate through the protruding shaft, so that the first pull rope is outwards put, the clamping plate is clamped on the outer side of the hexagonal geocell, and at the moment, the driving electric wheel is reversely rotated, so that the first pull rope can be driven to be recovered, and the stretching part is driven to stretch the hexagonal geocell;
s3: when the hexagonal geocell needs to be pressed down to the ground, the motor at the upper end of the support plate is driven, the second conical pipe can be driven to rotate through the convex ring, the second pull rope is outwards placed, the convex plate is taken out and fixed in the plate sleeve by the bolts, the motor at the upper end of the support plate is driven to rotate reversely, the second pull rope can be driven to be recovered, and the pre-pressing part is driven to move to press the hexagonal geocell to enable the hexagonal geocell to sink into the ground.
The invention has the beneficial effects that:
according to the invention, the material homogenizing part is arranged on one side of the equipment main body, the rotating shaft can be moved to the upper end of the positioning part by utilizing the electric sliding seat during stretching operation, at the moment, the six-side blocks can be driven to rotate by utilizing the built-in motor of the side seat, and then the six-side geocell is stretched into a hexagon after being guided by the side seat to the edge position, so that the six-side geocell can be fully unfolded during stretching treatment, is convenient for subsequent soil stabilization and the like to use, effectively avoids the situation of partial cell shrinkage, and simultaneously can continuously exert thrust on the six-side geocell to enable the stretching operation to be smoother, and the working efficiency to be improved;
according to the invention, the limit part is arranged at the upper end of the sliding frame, so that the pin rod can be directly pre-stored in the interior, one pin rod is directly punched out downwards by the electric punching part after the stretching operation is finished, so that the pin rod is sunk into the interior of soil to form and fix the hexagonal geocell, the hexagonal geocell can be fixed without manual insertion after the treatment, the subsequent construction is convenient, and meanwhile, the other pin rod can be driven to automatically move to a preset position by the spring telescopic mechanism in the telescopic sleeve through the top plate, and the next use is convenient;
according to the invention, the motor at one side of the electric rotating seat can drive the pre-pressing part to rotate to the upper end of the hexagonal geocell after the hexagonal geocell is stretched, at the moment, the connecting plate is released from limit, the convex plate is sleeved in the plate sleeve to fix, and finally, the pre-pressing part can be driven to roll by recycling the second pull rope, so that the hexagonal geocell can be pressed down to sink into soil for pre-fixing in the process, and the follow-up construction and other operation and use are facilitated;
according to the invention, the sliding sleeve, the telescopic part, the spiral sleeve and the electric screw rod are sleeved on the outer side of the supporting rod to form rolling contact, and after the six-sided geocell is stretched, the electric push-pull rod drives the whole six-sided geocell to one side through the baffle to adjust the placement position, so that the six-sided geocell is in contact with the adjacent six-sided geocell for tight pavement, and the height uniformity and the high efficiency of the pavement operation can be ensured without manual pulling and adjustment.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described, and it will be obvious to those skilled in the art that other drawings can be obtained according to these drawings without inventive effort.
FIG. 1 is a schematic view of the overall appearance structure of the present invention;
FIG. 2 is a schematic view of the refining section and the main body of the apparatus in FIG. 1;
FIG. 3 is a schematic view of a connecting portion between the refining section and the pre-pressing section in FIG. 1;
FIG. 4 is a schematic view of a connection portion between the hexagonal blocks and the hexagonal geocells in FIG. 1;
FIG. 5 is a schematic view of the coupling plate and pre-compression section of FIG. 1;
FIG. 6 is a schematic view of the connection portion of the carriage and the stretching portion in FIG. 1;
FIG. 7 is a schematic view of the internal part of the stretching section in FIG. 1;
FIG. 8 is a schematic view of an inner portion of the limiting portion in FIG. 1;
FIG. 9 is a schematic view of a part A of the enlarged partial structure of FIG. 8;
FIG. 10 is a schematic view of the inner portion of the cage of FIG. 7;
FIG. 11 is a schematic view of a part B of the enlarged partial structure of FIG. 10;
FIG. 12 is a schematic view of an inner portion of the positioning portion of FIG. 2;
in the drawings, the list of components represented by the various numbers is as follows:
in the figure: 1. an apparatus main body; 2. a material homogenizing part; 3. a pre-pressing part; 4. a stretching section; 5. a telescopic part; 6. a limit part; 7. a position adjusting part;
11. a partition plate; 12. a rolling sleeve; 13. a storage area; 14. a limit sliding seat; 15. hexagonal geocell;
21. a side groove; 22. an electric slide; 23. a rotation shaft; 24. a hexagonal block; 25. a side seat; 26. a storage groove; 27. a bump;
31. an electric rotating seat; 32. a rotating sleeve; 33. a connecting plate; 34. a convex plate; 35. a rotating block; 36. a stepped hole;
41. a first pull rope; 42. a second pull rope; 43. a carriage; 44. a clamping plate; 45. a convex tube; 46. a support rod; 47. a sliding sleeve; 48. a retainer; 49. a fixing frame;
411. a first conical tube; 412. a second tapered tube; 413. a convex ring; 414. a protruding shaft;
423. a plate sleeve; 481. an electric wheel; 482. convex teeth; 491. a support plate;
51. a spiral sleeve; 52. an electric screw; 53. a side pipe; 54. a telescopic guide rod;
61. an electric punching part; 62. a pin rod; 63. a top plate; 64. inclined conical slope; 65. a telescoping tube;
71. a baffle; 72. a slideway; 73. an electric push-pull rod; 74. and (3) a sliding plate.
Description of the embodiments
The present invention will be described in further detail with reference to specific embodiments in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring specifically to fig. 1-4 and 7-8: the hexagonal geocell stretching device comprises a device main body 1, wherein a plurality of partition plates 11 are arranged in the device main body 1 in a layered manner, rollers 12 are rotatably arranged in the partition plates 11, hexagonal geocells 15 are arranged on the outer side of the device main body 1, the hexagonal geocells 15 can be stored between the adjacent partition plates 11 after being folded and compressed, a material homogenizing part 2 is further arranged on the outer side of the device main body 1, a storage area 13 for placing the hexagonal geocells 15 to be stretched is arranged at the bottom of the outer side of the device main body 1, a limit sliding seat 14 for limiting one side of the hexagonal geocells 15 is arranged at the upper end of the storage area 13, a side groove 21 is formed in one side of the device main body 1, an electric sliding seat 22 which is connected with the material homogenizing part 2 and drives the position of the electric sliding seat to be adjusted is arranged in the side groove 21, a rotating shaft 23 is arranged in the lower end of the material homogenizing part 2, a hexagonal block 24 is arranged on the outer side of the rotating shaft 23, the outer side of the hexagonal block 24 is provided with a side seat 25, the front end of the refining part 2 is provided with a containing groove 26, the side seat 25 is used for guiding the cell edge of the hexagonal geocell 15 outwards and expanding the cell edge outwards through the hexagonal block 24, the outer side of the rotating shaft 23 is provided with a convex block 27 used for installing the hexagonal block 24, one side of the refining part 2 is internally provided with a pre-pressing part 3, the pre-pressing part 3 is used for pre-pressing the hexagonal geocell 15 downwards to limit, the outer side of the equipment main body 1 is also provided with a stretching part 4, the outer side of the equipment main body 1 and two sides of the stretching part 4 are both provided with a telescopic part 5, one end of the telescopic part 5 is provided with a spiral sleeve 51, one side of the stretching part 4 is provided with two symmetrical first pull ropes 41, one side of the stretching part 4 is also provided with two symmetrical second pull ropes 42, the second pull ropes 42 are positioned at two sides of the first pull ropes 41, the outer side of the stretching part 4 is provided with a sliding frame 43, the upper end of the sliding frame 43 is provided with a limiting part 6, the upper end of the limiting part 6 is provided with an electric punching part 61, the inside of the limiting part 6 is filled with a pin rod 62, the inside of the other end of the limiting part 6 is provided with a top plate 63, the inner side of the lower end of the limiting part 6 is provided with an inclined cone slope 64 for supporting the pin rod 62, two ends of the top plate 63 are provided with telescopic tubes 65 connected with protruding plate bodies on two sides of the limiting part 6, the inside of each telescopic tube 65 is provided with a spring telescopic rod mechanism, the electric punching part 61 is used for automatically punching out the pin rod 62 downwards to fix one edge of the six-sided geocell 15, the lower end of the stretching part 4 is provided with a position sensor, and the electric punching part 61 at different positions can be driven to operate after the specific positions of the sensing cells so as to avoid the condition of neglected loading and multiple loading and improve the automation degree of the whole equipment.
With continued reference to fig. 1-3 and 5: the both ends of refining portion 2 are provided with electric rotating seat 31, the both ends of pre-compaction portion 3 rotate and install swivel boot 32, the outside of swivel boot 32 is provided with even frame plate 33, the one end of even frame plate 33 is provided with convex flange 34, the one end of tensile portion 4 is provided with board cover 423, flange 34 can be connected fixedly with board cover 423 through the bolt, the inboard of swivel boot 32 is provided with rotatory piece 35, the shoulder hole 36 that is used for rotatory connection of rotatory piece 35 has been seted up at the both ends of pre-compaction portion 3, pre-compaction portion 3 can be after the use through electric rotating seat 31 drive, rotatory accomodate to the inside of accomodating groove 26.
Please continue to refer to fig. 1 and 6: the lower extreme of balladeur train 43 is provided with splint 44, and one side of stretching portion 4 is provided with the protruding pipe 45 that a plurality of places are used for spacing first stay cord 41 and second stay cord 42, and the both ends of balladeur train 43 are provided with branch 46, and the outside cover of branch 46 is equipped with sliding sleeve 47, and sliding sleeve 47 is used for reducing the frictional resistance when balladeur train 43 removes, makes it can be more smooth and easy removal be convenient for adjust the position use of six geotechnique's check room 15.
Please continue to refer to fig. 7: the inside of stretching portion 4 is provided with and is used for driving first stay cord 41 rotatory first conical tube 411 of putting outward and retrieving, and the inside of stretching portion 4 still is provided with and is used for driving the rotatory second conical tube 412 of putting outward and retrieving of second stay cord 42, and the inside intermediate position of stretching portion 4 is provided with the holder 48, and the inside both ends of stretching portion 4 are provided with the mount 49 that are used for supporting second conical tube 412, and open slot structure has been seted up to the circular mechanism lower extreme in the middle of the holder 48.
Please continue to refer to fig. 7: the upper end of mount 49 is provided with the extension board 491 that is used for installing the motor, and the both ends of second taper pipe 412 are provided with the bulge loop 413 that is used for rotating with mount 49 to be connected, and the upper end inboard of mount 49 is provided with protruding T type piece mechanism and bulge loop 413 and forms the rotation and be connected.
Please continue to refer to fig. 10 and 11: the middle position outside of first conical tube 411 is provided with protruding axle 414, and the lower extreme inside of holder 48 is provided with the electronic wheel 481 that is used for driving protruding axle 414 rotation, and protruding axle 414 and the outside of electronic wheel 481 all are provided with the tooth 482 of intermeshing connection, and adjacent tooth 482 mesh department is located the open slot inside of holder 48 lower extreme.
Please continue to refer to fig. 1 and 2: the end of the telescopic part 5 is provided with an electric screw rod 52, the spiral sleeve 51 is spirally arranged on the outer side of the electric screw rod 52, the lower end of the spiral sleeve 51 is provided with a side pipe 53, the end of the telescopic part 5 is also provided with a telescopic guide rod 54 penetrating through the side pipe 53 to limit the spiral sleeve 51, and after the side pipe 53 is limited by the telescopic guide rod 54, the spiral sleeve 51 can be moved in parallel when the electric screw rod 52 rotates at one place.
With continued reference to fig. 1-2 and 12: the place ahead of accomodating district 13 is provided with the position-adjusting part 7 that is used for supporting hexagonal geotechnique's check room 15 and hexagonal piece 24 pressure, and the both ends of position-adjusting part 7 are provided with baffle 71, and slide 72 has transversely been seted up to the inside of position-adjusting part 7, and the lower extreme of position-adjusting part 7 is provided with electronic push-and-pull rod 73, and the lower extreme of baffle 71 is provided with the slide 74 that is connected with electronic push-and-pull rod 73, and slide 74 is used for driving the hexagonal geotechnique's check room 15 after stretching and the laminating of six geotechnique's check room 15 after laying mutually.
With continued reference to fig. 1, 7 and 10: a stretching method of a hexagonal geocell comprises the steps that the inside of a stretching part 4 is of a hollow structure, a first conical tube 411 and a second conical tube 412 with inner and outer double-layer structures are placed inside the stretching part, a retainer 48 is installed to fix a convex shaft 414, a fixing frame 49 is installed to fix a convex ring 413 and form rotary connection with the convex ring 413, a motor is installed at the bottom of the retainer 48, a motor wheel 481 is arranged at the front end of the motor, and the middle position of the second conical tube 412 is sleeved inside the first conical tube 411.
With continued reference to FIGS. 1-2, 5-7 and 10-11: s1: when the hexagonal geocell 15 needs to be stretched, the stretching part 4 is placed outwards by utilizing the motors at the two ends of the equipment main body 1, and the electric screw 52 is driven to rotate by utilizing the built-in motor of the telescopic part 5, and at the moment, acting force can be applied to the stretching part 4 by utilizing the limit of the telescopic guide rod 54 to the side pipe 53 to enable the stretching part to extend outwards, wherein the extending distance is 7-12 meters;
s2: the driving electric wheel 481 drives the first conical tube 411 to rotate through the protruding shaft 414, so that the first pull rope 41 is outwards put, and the clamping plate 44 is clamped on the outer side of the hexagonal geocell 15, at the moment, the driving electric wheel 481 is reversely rotated, so that the first pull rope 41 is driven to be recovered, and the stretching part 4 is driven to stretch the hexagonal geocell 15;
s3: when the hexagonal geocell 15 needs to be pressed down to the ground, the motor at the upper end of the supporting plate 491 is driven, the second taper pipe 412 can be driven to rotate through the convex ring 413, the second stay rope 42 is put outwards, the convex plate 34 is taken out and fixed in the plate sleeve 423 by using bolts, at the moment, the motor at the upper end of the supporting plate 491 is driven to rotate reversely, the second stay rope 42 can be driven to be recovered, the pre-pressing part 3 is driven to move to press the hexagonal geocell 15 into the ground, and by using the stretching method, the hexagonal geocell 15 with different widths can be stretched and continuous paving operation is formed, the construction period is greatly improved, the labor cost is reduced, and the paving density and the uniformity between the adjacent hexagonal geocells 15 are ensured.
According to the invention, the refining part 2 is arranged on one side of the equipment main body 1, the tail part of the refining part 2 is driven to extend outwards and press downwards during stretching operation by the electric sliding seat 22 arranged in the side groove 21, the rotating shaft 23 positioned in the front end of the refining part 2 can be moved to the upper end of the position adjusting part 7 in front of the storage area 13, at the moment, the rotating shaft 23 and the hexagonal blocks 24 can be driven to rotate by the motor arranged in the side seat 25, and the edge positions of the hexagonal geocells 15 are guided by the side seat 25 to be stretched into a hexagon body, so that the hexagonal geocells 15 can be fully unfolded during stretching treatment, thereby being convenient for the subsequent use of stable soil and the like, effectively avoiding the situation of partial shrinkage in the cells, simultaneously, continuously applying thrust to the hexagonal geocells 15 to enable the stretching operation to be smooth, and further improving the working efficiency, and the dislocation position of each row of the hexagonal geocells 15 can be adapted by using the dislocation structure of the adjacent hexagonal blocks 24 on the two sides of the rotating shaft 23;
the invention sets up the spacing part 6 in the upper end of the carriage 43 and makes it correspond to each place of the six geotechnical cells 15 in sections, can pre-store the pin 62 in the spacing part 6 directly, and then after the stretching operation is finished and the sensor senses the position through the lower end of the stretching part 4, utilize the electric stamping part 61 to directly punch out a pin 62 downwards, make it sink into the soil to form the fixation to the six geotechnical cells 15, after this process, need not the manual work to insert and mount and form the fixation, while being convenient for the subsequent construction to go on, utilize the spring telescopic mechanism in the telescopic tube 65 to drive another pin 62 to move to the preset position automatically through the roof 63, facilitate the next use;
according to the invention, the motor on one side of the electric rotating seat 31 can drive the pre-pressing part 3 to rotate to the upper end of the hexagonal geocell 15 after the hexagonal geocell 15 is stretched, at the moment, the connecting plates 33 at two ends of the pre-pressing part 3 are released from limit, the convex plates 34 on one side of the connecting plates are sleeved in the plate sleeve 423 at the end part of the second stay rope 42 to fix, and finally, the pre-pressing part 3 can be driven to roll by recycling the second stay rope 42, so that the hexagonal geocell 15 can be pressed down to sink into soil to be pre-fixed in the process, and the operation and the use of subsequent construction and the like are facilitated;
according to the invention, the sliding sleeve 47, the telescopic part 5 and the spiral sleeve 51 at the end part of the telescopic part and the electric screw 52 are sleeved outside the supporting rod 46 to form rolling contact, and after the hexagonal geocell 15 is stretched, the electric push-pull rod 73 arranged at the lower end of the positioning part 7 is utilized to drive the whole hexagonal geocell 15 to one side through the sliding plate 74 and the baffle plate 71 to adjust the placement position, so that the hexagonal geocell 15 is tightly paved in contact with the adjacent hexagonal geocell 15, and the height uniformity and the high efficiency of paving operation can be ensured without manual pulling and adjustment.
In the description of the present invention, unless otherwise indicated, the meaning of "a plurality" is two or more; it is to be understood that the terms "open," "upper," "lower," "thickness," "top," "middle," "length," "inner," "peripheral," and the like are merely used for convenience in describing and simplifying the description of the present invention, and are not to be construed as limiting the present invention, as the components or elements referred to must have a particular orientation, be constructed and operated in a particular orientation.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present invention, and although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present invention.
Claims (9)
1. The utility model provides a hexagon geotechnique's check room stretching device, includes equipment main part (1), its characterized in that: the device comprises a device body (1), wherein a plurality of partition boards (11) are arranged in the device body (1) in a layered manner, a rolling sleeve (12) is rotatably arranged in the partition boards (11), a hexagonal geocell (15) is arranged on the outer side of the device body (1), the hexagonal geocell (15) is stored between the adjacent partition boards (11) after being folded and compressed, a material homogenizing part (2) is further arranged on the outer side of the device body (1), a storage area (13) for placing the hexagonal geocell (15) to be stretched is arranged at the bottom of the outer side of the device body (1), a limit sliding seat (14) for limiting one side of the hexagonal geocell (15) is arranged at the upper end of the storage area (13), a side groove (21) is formed in one side of the device body (1), an electric sliding seat (22) connected with the material homogenizing part (2) and driving the electric sliding seat (2) of the position of the hexagonal geocell, a rotating shaft (23) is arranged on the inner side of the lower end of the device body (2), six blocks (24) are arranged on the outer side of the rotating shaft (23), six blocks (24) are arranged on the outer side of the rotating seat (24) and are arranged on the outer side of the six blocks (25) and are used for guiding the six blocks (25) to the outer side of the six blocks (25), the utility model discloses a recycling pipe recycling device, which is characterized in that a lug (27) for installing a hexagonal block (24) is arranged on the outer side of a rotating shaft (23), a pre-pressing part (3) is arranged inside one side of a refining part (2), the pre-pressing part (3) is used for pressing down a hexagonal geocell (15) in advance to form limit, a stretching part (4) is also arranged on the outer side of a device main body (1), a telescopic part (5) is arranged on the outer side of the device main body (1) and on two sides of the stretching part (4), a spiral sleeve (51) is arranged at one end of the telescopic part (5), a first pull rope (41) symmetrical at two positions is arranged on one side of the stretching part (4), a second pull rope (42) symmetrical at two positions is also arranged on one side of the stretching part (4), the second pull rope (42) is positioned on two sides of the first pull rope (41), the second pull rope (42) is used for driving the pre-pressing part (3) to roll, a sliding frame (43) is arranged on the outer side of the stretching part (4), a spiral sleeve (51) is arranged on the inner side of the stretching part (4), a second pull pipe (412) is used for driving the first pull rope (412) to rotate, and the second pull pipe (4) is further rotatably arranged inside the second conical pipe (4), the inside both ends of stretching portion (4) are provided with mount (49) that are used for supporting second taper pipe (412), the upper end of balladeur train (43) is provided with spacing portion (6), the upper end of spacing portion (6) is provided with electronic punching press portion (61), the inside packing of spacing portion (6) has round pin pole (62), the inside roof (63) that is provided with of the other end of spacing portion (6), the lower extreme inboard of spacing portion (6) is provided with oblique cone slope (64) that are used for supporting round pin pole (62), the both ends of roof (63) are provided with telescopic tube (65) that are connected with spacing portion (6) both sides protrusion plate body, the internally mounted of telescopic tube (65) has spring telescopic rod mechanism, electronic punching press portion (61) are used for automatic punching out one side with hexagonal geocell room (15) edge position fixing downwards.
2. The hexagonal geocell stretching apparatus of claim 1, wherein: the utility model discloses a rotary drum type rotary drum machine, including refining portion (2), rotary drum portion, pre-compaction portion (3), rotary drum portion (32), connecting plate (33) are installed in the both ends rotation of refining portion (2), the outside of rotary drum portion (32) is provided with, the one end of connecting plate (33) is provided with convex flange (34), the one end of stretching portion (4) is provided with board cover (423), flange (34) are connected fixedly through bolt and board cover (423), the inboard of rotary drum portion (32) is provided with rotatory piece (35), stepped hole (36) that are used for rotatory piece (35) rotation to connect are seted up at the both ends of pre-compaction portion (3).
3. The hexagonal geocell stretching apparatus of claim 2, wherein: the lower extreme of balladeur train (43) is provided with splint (44), one side of tensile portion (4) is provided with many places and is used for spacing boss (45) with first stay cord (41) and second stay cord (42), the both ends of balladeur train (43) are provided with branch (46), the outside cover of branch (46) is equipped with sliding sleeve (47).
4. A hexagonal geocell stretching apparatus as in claim 3, wherein: the upper end of mount (49) is provided with extension board (491) that are used for installing the motor, the both ends of second taper pipe (412) are provided with bulge loop (413) that are used for rotating with mount (49) to be connected.
5. The hexagonal geocell stretching apparatus as recited in claim 4, wherein: the middle position outside of first conical tube (411) is provided with protruding axle (414), the lower extreme inside of holder (48) is provided with and is used for driving electronic round (481) of protruding axle (414) rotatory, protruding axle (414) and the outside of electronic round (481) all are provided with intermeshing's dogtooth (482).
6. The hexagonal geocell stretching apparatus as recited in claim 5, wherein: the end of the telescopic part (5) is provided with an electric screw rod (52), the spiral sleeve (51) is spirally arranged on the outer side of the electric screw rod (52), the lower end of the spiral sleeve (51) is provided with a side pipe (53), and the end of the telescopic part (5) is also provided with a telescopic guide rod (54) penetrating through the side pipe (53) to limit the spiral sleeve (51).
7. The hexagonal geocell stretching apparatus of claim 6, wherein: the front of accomodating district (13) is provided with the position portion (7) that are used for supporting hexagonal geotechnique's check room (15) and hexagonal piece (24) pressure, the both ends of position portion (7) are provided with baffle (71), slide (72) have transversely been seted up to the inside of position portion (7), the lower extreme of position portion (7) is provided with electronic push-and-pull rod (73), the lower extreme of baffle (71) is provided with slide (74) that are connected with electronic push-and-pull rod (73).
8. The hexagonal geocell stretching apparatus as recited in claim 7, wherein: the inside of the stretching part (4) is of a hollow structure, a first conical tube (411) and a second conical tube (412) with inner and outer double-layer structures are placed inside, a retainer (48) is installed to fix a convex shaft (414), a fixing frame (49) is installed to fix a convex ring (413) and form rotary connection with the convex ring (413), and finally a motor is installed at the bottom of the retainer (48) and a motor wheel (481) is arranged at the front end of the motor.
9. The method for stretching a hexagonal geocell according to claim 8, wherein: s1: when the hexagonal geocell (15) needs to be stretched, the stretching part (4) is outwards placed by utilizing motors at two ends of the equipment main body (1), and the electric screw (52) is driven to rotate by utilizing a built-in motor of the telescopic part (5), at the moment, the limiting of the side pipe (53) is utilized by the telescopic guide rod (54), and an acting force is applied to the stretching part (4) to enable the stretching part to outwards extend, wherein the extending distance is 7-12 meters;
s2: the driving electric wheel (481) drives the first conical tube (411) to rotate through the protruding shaft (414), so that the first pull rope (41) is outwards put, the clamping plate (44) is clamped on the outer side of the six-side geocell (15), at the moment, the driving electric wheel (481) is reversely rotated, the first pull rope (41) is driven to be recovered, and the stretching part (4) is driven to stretch the six-side geocell (15);
s3: when the hexagonal geocell (15) needs to be pressed down to the ground, the motor at the upper end of the supporting plate (491) is driven, the second conical tube (412) is driven to rotate through the convex ring (413), the second pull rope (42) is outwards placed, the convex plate (34) is taken out and fixed in the plate sleeve (423) through the bolts, at the moment, the motor at the upper end of the supporting plate (491) is driven to reversely rotate, the second pull rope (42) is driven to be recovered, and the pre-pressing part (3) is driven to move to press the hexagonal geocell (15) to sink into the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311022899.2A CN116927169B (en) | 2023-08-15 | 2023-08-15 | Hexagonal geocell stretching device and stretching method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311022899.2A CN116927169B (en) | 2023-08-15 | 2023-08-15 | Hexagonal geocell stretching device and stretching method thereof |
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| Publication Number | Publication Date |
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| CN116927169A CN116927169A (en) | 2023-10-24 |
| CN116927169B true CN116927169B (en) | 2024-02-02 |
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| CN202311022899.2A Active CN116927169B (en) | 2023-08-15 | 2023-08-15 | Hexagonal geocell stretching device and stretching method thereof |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015183364A (en) * | 2014-03-20 | 2015-10-22 | 公益財団法人鉄道総合技術研究所 | Method for preventing soil structure from sliding at slope surface layer with geocell fixing operation auxiliary means |
| CN112211177A (en) * | 2020-09-15 | 2021-01-12 | 新疆维吾尔自治区交通规划勘察设计研究院 | Electric stretching device for geocell and geocell construction method |
-
2023
- 2023-08-15 CN CN202311022899.2A patent/CN116927169B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015183364A (en) * | 2014-03-20 | 2015-10-22 | 公益財団法人鉄道総合技術研究所 | Method for preventing soil structure from sliding at slope surface layer with geocell fixing operation auxiliary means |
| CN112211177A (en) * | 2020-09-15 | 2021-01-12 | 新疆维吾尔自治区交通规划勘察设计研究院 | Electric stretching device for geocell and geocell construction method |
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| CN116927169A (en) | 2023-10-24 |
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