CN112064752A - Drain pipe construction equipment and drain pipe construction method - Google Patents
Drain pipe construction equipment and drain pipe construction method Download PDFInfo
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- CN112064752A CN112064752A CN202010931209.5A CN202010931209A CN112064752A CN 112064752 A CN112064752 A CN 112064752A CN 202010931209 A CN202010931209 A CN 202010931209A CN 112064752 A CN112064752 A CN 112064752A
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- drain pipe
- gravel
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- 238000010276 construction Methods 0.000 title claims abstract description 70
- 239000002689 soil Substances 0.000 claims abstract description 91
- 239000004576 sand Substances 0.000 claims abstract description 77
- 239000000463 material Substances 0.000 claims abstract description 32
- 238000007599 discharging Methods 0.000 claims abstract description 30
- 239000000945 filler Substances 0.000 claims description 32
- 239000004575 stone Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 8
- 230000003028 elevating effect Effects 0.000 claims description 4
- 244000035744 Hura crepitans Species 0.000 description 8
- 238000007790 scraping Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000012141 concentrate Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Road Paving Structures (AREA)
Abstract
The application relates to a drain pipe construction device and a drain pipe construction method, wherein the device structure comprises a material storage mechanism, a traveling mechanism and a discharging mechanism, wherein the traveling mechanism and the discharging mechanism are connected with the material storage mechanism; the material storage mechanism comprises a raw soil box, a gravel box and a sand cushion box which are sequentially connected, wherein the upper end of the raw soil box is provided with a feeding hole, and the lower end of the raw soil box is provided with a discharging hole; the travelling mechanism comprises travelling frames connected to the two sides of the material storage mechanism and driving wheels rotatably connected to the travelling frames; including conveyer belt and guide cylinder on the discharge mechanism, the conveyer belt includes from the top down former soil conveyer belt, rubble conveyer belt and the pad sand conveyer belt that the interval set up in proper order, the guide cylinder sets up between pad sand conveyer belt and rubble conveyer belt, the guide cylinder sets up along the length direction who fills up the sand conveyer belt. This application has the effect that improves the efficiency of construction of drain pipe groove structure.
Description
Technical Field
The application relates to the technical field of drain pipe construction, in particular to drain pipe construction equipment and a drain pipe construction method.
Background
As shown in fig. 1, in the related art, a drainage pipe trench structure includes a sand-filled layer 61, a pipe 62, a crushed stone layer 63, and a raw soil layer 64, which are disposed from bottom to top.
At present, the construction method of the structure comprises the following steps:
the method comprises the following steps: digging a groove 6;
step two: paving and filling to form a sand cushion layer 61;
step three: laying a pipeline 62 on the sand cushion layer 61;
step four: a crushed stone layer 63 is arranged on the sand pad, and the crushed stone layer 63 covers the pipeline 62;
step five: and backfilling the original soil on the crushed stone layer 63 to form an original soil layer 64.
With respect to the related art in the above, the inventors consider that each of the above steps needs to be separately and sequentially constructed, resulting in low construction efficiency.
Disclosure of Invention
In order to improve the construction efficiency of the drain pipe groove structure, the application provides drain pipe construction equipment and a drain pipe construction method.
In a first aspect, the present application provides a drain pipe construction equipment, which adopts the following technical scheme: a drain pipe construction device comprises a material storage mechanism, a traveling mechanism and a discharging mechanism, wherein the traveling mechanism and the discharging mechanism are connected with the material storage mechanism.
The material storage mechanism comprises a raw soil box, a gravel box and a sand cushion box which are sequentially connected, wherein the upper end of the raw soil box is provided with a feeding hole, and the lower end of the raw soil box is provided with a discharging hole.
The traveling mechanism comprises a traveling frame connected to two sides of the material storage mechanism and a driving wheel rotatably connected to the traveling frame.
Including conveyer belt and guide cylinder on the discharge mechanism, the conveyer belt includes former soil conveyer belt, rubble conveyer belt and the sand cushion conveyer belt that the interval set up in proper order from the top down, and the one end of conveyer belt is the feed end, and the other end is the discharge end, the direction that sets up of conveyer belt is the same with former soil box, rubble box and the direction of arranging of filling up the sand box, the feed end setting of former soil conveyer belt is in former soil box discharge gate below, the feed end setting of rubble conveyer belt is in rubble box discharge gate below, the feed end setting of sand cushion conveyer belt is in the discharge gate below of filling up the sand box to the discharge end of former soil conveyer belt, rubble conveyer belt and sand cushion conveyer belt keeps away from in proper order and fills.
The guide cylinder is arranged between the sand cushion conveying belt and the broken stone conveying belt and arranged along the length direction of the sand cushion conveying belt.
By adopting the technical scheme, the following construction steps are carried out to form a drain pipe groove structure, and the step one is as follows: and (5) manually excavating to form a groove.
Step two: and arranging the walking frame of the drain pipe construction equipment at two sides of the groove, and enabling the discharging mechanism to be positioned in the groove.
Step three: adding raw soil paving filler into a raw soil box, adding gravel paving filler into a gravel box, and adding sand paving filler into a sand-bedding box.
Step four: laying a pipeline in the groove, and enabling the pipeline to penetrate through the guide cylinder.
Step five: one end of the pipe is fixed in the groove.
Step six: the drain pipe construction equipment is driven to travel along the trench and away from the fixed end of the pipe while the conveyor belt is driven to operate.
Step seven: and paving and filling the grooves by paving and filling material discharging in the original soil box, the gravel box and the sand-bedding box, and forming a sand-bedding layer, a pipeline, a gravel layer and an original soil layer in the grooves from bottom to top.
Step eight: and after the construction is finished, the drain pipe construction equipment exits from the groove. Because utilize drain pipe construction equipment to construct, in the work progress, former soil horizon, rubble layer, pipeline and sand cushion layer can lay the construction simultaneously, so reduce the engineering time, improved the efficiency of construction.
Optionally, every the conveyer belt all is connected with the scraper blade, the both ends of scraper blade set up the deformation board, the scraper blade has the clearance with the discharge end of conveyer belt, the width direction setting along the conveyer belt of scraper blade, and the width dimension of scraper blade is greater than the width dimension of conveyer belt, the lower extreme of scraper blade is less than the lower surface that corresponds the conveyer belt.
Through adopting above-mentioned technical scheme, former soil is spread and is packed, the rubble is spread and is packed and fill up sand and spread and pack to fall in the slot from the conveyer belt transport department, because the width dimension of conveyer belt is less than the width dimension of slot, so there is the clearance between the inner wall of conveyer belt and slot, former soil is spread and is packed, the rubble is spread and is packed and fill up sand and spread and pack and can't fall to this clearance, through setting up the scraper blade, let the deformation version at the both ends of scraper blade and the both sides inner wall contact of slot, because the lower extreme of scraper blade is less than the conveyer belt lower surface that corresponds, so the scraper blade can be with former soil layer, rubble layer and pad sand layer mid portion scrape to both sides, thereby make former soil layer.
Optionally, be provided with between the discharge end of connecting in the scraper blade of sand cushion conveyer belt and collect the fill, the upper end of collecting the fill is provided with the material loading mouth, and the lower extreme is provided with the feed opening, it sets up along the width direction of sand cushion conveyer belt to collect the fill, and the material loading mouth of collecting the fill is located the below of the discharge end of sand cushion conveyer belt.
Through adopting above-mentioned technical scheme, because when the sand cushion cover packs and falls to the sand cushion conveyer belt from the discharge gate of sand cushion case, the sand cushion covers to pack and receives the influence that is located the pipeline between sand cushion conveyer belt and the rubble conveyer belt, can fall in the both sides of sand cushion conveyer belt. Through setting up the collection fill to make the sand pad on the sand pad conveyer belt spread the filler and can enter into to collect and fight through the material loading mouth earlier and concentrate, then export from the feed opening, thereby comparatively even falling form the sand pad layer in the slot.
Optionally, be provided with elevating system on storage mechanism and the running gear, elevating system is including setting up two at least both sides mounting bracket and setting in former soil box, rubble case and the sand pad case are in jacking cylinder on the walking frame, walking frame and mounting bracket are connected to the jacking cylinder.
Through adopting above-mentioned technical scheme, the drive jacking jar goes up and down to can drive storage mechanism and go up and down, thereby make conveyer belt, guide cylinder etc. to come in and go out in the slot more easily.
Optionally, the inner bottom surfaces of the raw soil box, the gravel box and the sand cushion box are all obliquely arranged at the position of the feeding hole.
Through adopting above-mentioned technical scheme to let the fill-out material in former soil box, rubble case and the sand cushion case export from the feed opening more easily.
Optionally, the lower ends of the interior of the raw soil box, the gravel box and the sand-cushion box are provided with disturbance shaft pieces, two ends of each disturbance shaft piece are rotatably connected with two ends of the corresponding raw soil box, the corresponding gravel box and the corresponding sand-cushion box, and a driving assembly connected with the disturbance shaft pieces is arranged on the discharging mechanism.
Through adopting above-mentioned technical scheme, drive assembly drives disturbance axle spare and rotates to promote to enter into the discharge gate more high-efficiently to the fill material of spreading in former soil box, rubble case and the sand cushion box.
Optionally, the driving assembly includes a rotation power source, a sprocket and a linkage gear, one end of each disturbing shaft extends out of the outer portions of the same sides of the corresponding raw soil box, the gravel box and the sand-pad box and is connected with the linkage gear, the adjacent linkage gears are connected through the sprocket, and one disturbing shaft is connected with a driving motor relative to the end connected with the linkage gear.
By adopting the technical scheme, one of the disturbance shaft pieces is driven to rotate by one rotation power source, and all the disturbance shaft pieces can be driven to rotate through linkage of the chain wheel and the gear.
In a second aspect, the present application provides a drain pipe construction method, which adopts the following technical scheme: the method comprises the following construction steps:
the method comprises the following steps: manually excavating to form a groove;
step two: arranging walking frames of the drain pipe construction equipment on two sides of the groove, and making the discharging mechanism be positioned in the groove;
step three: adding raw soil paving filler into a raw soil box, adding gravel paving filler into a gravel box, and adding sand paving filler into a sand-bedding box;
step four: laying a pipeline in the groove, and enabling the pipeline to penetrate through the guide cylinder;
step five: fixing one end of the pipeline in the groove;
step six: driving the drain pipe construction equipment to advance along the groove and far away from the fixed end of the pipeline, and simultaneously driving the conveying belt to operate;
step seven: paving and filling the groove by paving and filling material discharging in the original soil box, the gravel box and the sand-bedding box, and forming a sand-bedding layer, a pipeline, a gravel layer and an original soil layer in the groove from bottom to top;
step eight: and after the construction is finished, the drain pipe construction equipment exits from the groove.
Through adopting above-mentioned technical scheme, because utilize drain pipe construction equipment to be under construction, in the work progress, former soil horizon, rubble layer, pipeline and sand cushion layer can lay the construction simultaneously, so reduce the construction step, improved the efficiency of construction.
In summary, the present application has the following beneficial effects:
1. because the construction is carried out by using the drain pipe construction equipment, the original soil layer, the gravel layer, the pipeline and the sand cushion layer can be laid and constructed simultaneously in the construction process, so that the construction application is reduced, and the construction efficiency is improved;
2. the scraping plates are arranged, so that the deformation plates at the two ends of each scraping plate are in contact with the inner walls of the two sides of the groove, and the lower ends of the scraping plates are lower than the lower surfaces of the corresponding conveying belts, so that the middle parts of the original soil layer, the gravel layer and the sand cushion layer can be scraped to the two sides by the scraping plates, and the thickness distribution of the original soil layer, the gravel layer and the sand cushion layer is more uniform;
3. the jacking cylinder is driven to lift, so that the material storing mechanism can be driven to lift, and the conveying belt, the guide cylinder and the like can be more easily conveyed into and out of the groove.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a schematic cross-sectional view taken along line A-A of FIG. 1;
FIG. 3 is a schematic structural diagram of the side of the original soil box provided with the chain wheel;
FIG. 4 is a schematic structural view of the side of the original soil box provided with a rotary power source;
FIG. 5 is a schematic view of the construction of the gravel belt, guide cylinders and sand-cushion belt of the present application;
fig. 6 is a schematic diagram of a trench structure formed by construction according to the related art.
Reference numerals: 1. a material storage mechanism; 11; a raw soil box; 111. a feed inlet; 112. a discharge port; 12. a stone crushing box; 13. a sand-bedding box; 2. a traveling mechanism; 21. a walking frame; 22. a drive wheel; 3. a discharging mechanism; 31. a guide cylinder; 311. a raw soil conveying belt; 3111. a cross bar; 3112. a conveying motor; 3113. a transfer belt; 3115. a feeding end; 3116. a discharge end; 312. a crushed stone conveyor belt; 313. a sand cushion conveyor belt; 32. a squeegee; 33. a deformable plate; 34. a fixing plate; 35. a collecting hopper; 351. a feeding port; 352. a feeding port; 36. a connecting plate; 37. mounting a plate; 38. a connecting frame; 4. a lifting mechanism; 41. a mounting frame; 42. a jacking cylinder; 5. a blanking mechanism; 51. a disturbance shaft member; 511. salient points; 52. a drive assembly; 521. a source of rotational power; 5211. a drive motor; 5212. a connecting gear; 5213. a drive gear; 522. a sprocket; 523. a linkage gear; 6. a trench; 61. a sand bedding layer; 62. a pipeline; 63. a crushed stone layer; 64. and (5) an original soil layer.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
As shown in fig. 1, the drain pipe construction equipment disclosed by the present application comprises a material storage mechanism 1, a traveling mechanism 2 connected with the material storage mechanism 1, and a discharging mechanism 3;
as shown in fig. 1 and 2, the stocker 1 includes a raw soil box 11, a gravel box 12, and a sand-cushion box 13, which are connected in sequence and have a feed port 111 at the upper end and a discharge port 112 at the lower end. The raw soil box 11 stores raw soil paving filler obtained when the trench 7 is excavated, the gravel box 12 stores gravel paving filler, and the sand cushion box 13 stores sand cushion paving filler.
As shown in fig. 2 and 3, the inner bottom surfaces of the raw soil box 11, the gravel box 12, and the litter box 13 are inclined, and the feed opening 352 is located at the lower end of the bottom surface. And, the inside lower extreme of former soil box 11, rubble case 12 and cushion sand box 13 is provided with unloading mechanism 5, and unloading mechanism 5 includes disturbance axle 51 and drive assembly 52, and the both ends of disturbance axle 51 are connected with the both ends rotation of corresponding former soil box 11, rubble case 12 and cushion sand box 13, and disturbance axle 51 is the axle form to evenly distributed has bump 511 on the periphery. The driving assembly 52 is arranged outside the discharging mechanism 3 and is connected with the disturbing shaft 51.
As shown in fig. 3 and 4, the driving assembly 52 includes a driving motor 5211, a sprocket 522 and a linkage gear 523, one end of each of the linkage shafts 51 extends out of the same side of the corresponding raw soil box 11, gravel box 12 and sand-pad box 13 and is connected to the linkage gear 523, the adjacent linkage gears 523 are connected by the sprocket 522, the linkage shaft 51 connected to the raw soil box 11 extends out of the raw soil box 11 relative to the end connected to the linkage gear 523 and is connected to a rotation power source 521. The rotary power source 521 includes a connecting gear 5212 and a driving motor 5211, the connecting gear 5212 is coaxially fixed with the disturbing shaft member 51, the driving motor 5211 is installed on the outer sidewall of the soil box 11 and the output shaft of the driving motor 5211 is coaxially connected with a driving gear 5213, and the driving gear 5213 is meshed with the connecting gear 5212. The driving gear 5213 is driven by the driving motor 5211 to rotate to drive the connecting gear 5212 to rotate, and finally all the disturbing shaft members 51 are driven to rotate through the matching of the linkage gear 523 and the chain wheel 522, so that the raw soil paving filler, the broken stone paving filler and the sand cushion paving filler in the storage mechanism can be rapidly fed.
As shown in fig. 1, the traveling mechanism 2 includes traveling frames 21 disposed on both sides of the storing mechanism 1, and a driving wheel 22 driven by a driving source to rotate is mounted below the traveling frames 21. The material storing mechanism 1 and the traveling mechanism 2 are provided with a lifting mechanism 4, the lifting mechanism 4 comprises two side mounting frames 41 arranged on at least two of the raw soil box 11, the gravel box 12 and the sand-cushion box 13 and a jacking cylinder 42 arranged on the traveling frame 21, and the jacking cylinder 42 is connected with the traveling frame 21 and the mounting frames 41. The walking frame 21 has two pairs which are independently positioned at two sides of the material storing mechanism 1, each pair of walking frame 21 is provided with three jacking cylinders 42, each jacking cylinder 42 is connected with the walking frame 21 and the mounting frame 41, and a hydraulic pump for driving the jacking cylinders 42 is arranged on the walking frame 21 (not shown in the figure). By driving the jacking cylinder 42, the storing mechanism 1 and the discharging mechanism 3 can move up and down.
As shown in fig. 5, the discharging mechanism 3 includes a conveying belt and a guide cylinder 31, a pipeline 62 to be laid is arranged in the guide cylinder 31 in a penetrating manner, the conveying belt includes two horizontal rods 3111 horizontally arranged at intervals, a driving roller and a driven roller are arranged between the two horizontal rods 3111, a conveying motor 3112 connected with the driving roller is fixed on one of the horizontal rods 3111, and a conveying belt 3113 is arranged outside the driving roller and the driving roller.
As shown in fig. 2 and 5, the conveyor belt has three pairs, namely, a raw soil conveyor belt 311, a gravel conveyor belt 312 and a sand-cushion conveyor belt 313 which are sequentially arranged from top to bottom at intervals, wherein an installation plate 37 is fixed on a cross bar 3111 of the raw soil conveyor belt 311 and connected with the lower end surface of a raw soil box 11, an installation plate 37 is fixed on a cross bar 3111 of the gravel conveyor belt 312 and connected with the lower end surface of a gravel box 12, and an installation plate 37 is arranged on a cross bar 3111 of the sand-cushion conveyor belt 313 and connected with the lower end surface of a sand-cushion box 13. The one end of conveyer belt is feed end 3115, the other end is discharge end 3116, the direction that sets up of conveyer belt is the same with former soil box 11, rubble case 12 and the direction of arranging of backing sand box 13, former soil conveyer belt 311's feed end 3115 sets up in former soil box 11 discharge gate 112 below, rubble conveyer belt 312's feed end 3115 sets up in rubble case 12 discharge gate 112 below, backing sand conveyer belt 313's feed end 3115 sets up in backing sand box 13's discharge gate 112 below, and former soil conveyer belt 311, rubble conveyer belt 312 and backing sand conveyer belt 313's discharge end 3116 keeps away from backing sand box 13 setting in proper order. The raw soil paving filler, the gravel paving filler and the sand bedding paving filler are disturbed and output to a conveying part of the conveying belt through the disturbance shaft part 51 and finally fall into the groove 7, and when the walking frame 21 moves along the groove 7, the sand bedding filler, the gravel paving filler, the pipeline 62 and the raw soil paving filler are paved and filled in the groove 7 from bottom to top in sequence.
The guide cylinder 31 is arranged between the sand-cushion conveyer belt 313 and the gravel conveyer belt 312, the connecting frames 38 are connected to both sides of the guide cylinder 31, the connecting frames 38 connect the guide cylinder 31 and the cross bars 3111 of the gravel conveyer belt 312, the guide cylinder 31 is arranged along the length direction of the sand-cushion conveyer belt 313, and the pipeline 62 passes through the guide passage.
Every conveyer belt all is connected with scraper blade 32, and the both ends of scraper blade 32 are fixed with the deformation board 33 of rubber material, and scraper blade 32 is connected with fixed plate 34, and fixed plate 34 is connected with the horizontal pole 3111 of conveyer belt. The scraper 32 has a gap with the discharge end 3116 of the conveyor belt, the scraper 32 is disposed along the width direction of the conveyor belt, and the width dimension of the scraper 32 is greater than the width dimension of the conveyor belt, and the lower end of the scraper 32 is lower than the lower surface of the corresponding conveyor belt. Former soil paves filler, rubble paves filler and fills up sand and paves when filler falls in slot 7 from conveyer belt department of delivery, because the width dimension of conveyer belt is less than the width dimension of slot 7, so there is the clearance between the inner wall of conveyer belt and slot 7, former soil paves filler, rubble paves filler and fills up sand and paves the filler and can't fall to this clearance, through setting up scraper blade 32, let the deformation version at the both ends of scraper blade 32 and the both sides inner wall contact of slot 7, because the lower extreme of scraper blade 32 is less than the conveyer belt lower surface that corresponds, so scraper blade 32 can scrape former soil horizon 64, rubble layer 63 and pad sand layer 61 mid portion to both sides, thereby make former soil horizon 64, rubble layer 63 and pad sand layer 61 thickness distribution more even.
In addition, a collecting hopper 35 is arranged between the scraper 32 connected to the sand-cushion conveyer belt 313 and the discharge end 3116 of the sand-cushion conveyer belt 313, the collecting hopper 35 is connected with a connecting plate 36, and the connecting plate 36 connects the collecting hopper 35 with the cross bar 3111 of the sand-cushion conveyer belt. The upper end of the collecting hopper 35 is provided with a feeding port 351 with a large opening, the lower end is provided with a discharging port 352 with a small opening, the collecting hopper 35 is arranged along the width direction of the sand cushion conveying belt 313, and the feeding port 351 of the collecting hopper 35 is positioned below the discharging end 3116 of the sand cushion conveying belt 313.
Because the sand-bedding packing falls onto the sand-bedding conveying belt 313 from the discharge port 112 of the sand-bedding box 13, the sand-bedding packing falls onto both sides of the sand-bedding conveying belt 313 under the influence of the pipe 62 between the sand-bedding conveying belt 313 and the gravel conveying belt 312. Through setting up collection hopper 35 to make the sand cushion on the sand cushion conveyer belt 313 spread the filler and can enter into collection hopper 35 through material loading port 351 earlier and concentrate, then export from feed opening 352, thereby comparatively even drop and form sand cushion layer 61 in slot 7.
As shown in the drawings, the drain pipe construction method using the drain pipe construction equipment disclosed by the application comprises the following construction steps:
the method comprises the following steps: manually excavating to form a groove 7;
step two: placing the walking frame 21 of the drain pipe construction equipment at two sides of the groove 7, and driving the discharging mechanism 3 to descend through the jacking cylinder 42 so as to enable the discharging mechanism 3 to be positioned in the groove 7;
step three: adding raw soil paving filler into a raw soil box 11, adding gravel paving filler into a gravel box 12, and adding sand paving filler into a sand-bedding box 13;
step four: laying a plastic pipe 62 in the groove 7 and letting the pipe 62 pass through the guide cylinder 31;
step five: fixing one end of the pipe 62 in the groove 7 by connecting the pipe 62 and the groove 7 with a metal connecting piece;
step six: taking the sand box 13 as a forward end, driving the drain pipe construction equipment to travel along the groove 7 and away from the fixed end of the pipeline 62, and simultaneously driving the conveying belt and the disturbing shaft 51 to operate;
step seven: paving and filling the groove 7 by paving and filling material discharging materials in the raw soil box 11, the gravel box 12 and the sand-bedding box 13, and forming a sand-bedding layer 61, a pipeline 62, a gravel layer 63 and a raw soil layer 64 in the groove 7 from bottom to top;
step eight: after the construction is finished, the jacking cylinder 42 drives the discharging mechanism 3 to withdraw from the groove 7.
It should be noted that, the two ends of the trench 7 are inconvenient to construct by using the device, so manual paving and filling construction is adopted.
In conclusion, because the construction is carried out by using the drainage pipe construction equipment, the raw soil layer 64, the gravel layer 63, the pipeline 62 and the sand cushion layer 61 can be laid and constructed simultaneously in the construction process, so that the construction application is reduced, and the construction efficiency is improved.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a drain pipe construction equipment which characterized by: comprises a material storage mechanism (1), a traveling mechanism (2) connected with the material storage mechanism (1) and a discharging mechanism (3);
the material storage mechanism (1) comprises a raw soil box (11), a gravel box (12) and a sand cushion box (13) which are sequentially connected, wherein the upper end of the raw soil box is provided with a feeding hole (111), and the lower end of the raw soil box is provided with a discharging hole (112);
the travelling mechanism (2) comprises travelling frames (21) connected to the two sides of the material storage mechanism (1) and driving wheels (22) rotatably connected to the travelling frames (21);
the discharging mechanism (3) comprises a conveying belt and a guide cylinder (31), the conveying belt comprises a raw soil conveying belt (311), a broken stone conveying belt (312) and a sand cushion conveying belt (313) which are sequentially arranged from top to bottom at intervals, one end of the conveying belt is a feeding end (3115), the other end of the conveying belt is a discharging end (3116), the arrangement direction of the conveyer belt is the same as the arrangement direction of the original soil box (11), the gravel box (12) and the sand cushion box (13), the feed end (3115) of the raw soil conveyer belt (311) is arranged below the discharge port (112) of the raw soil box (11), the feed end (3115) of the gravel conveyer belt (312) is arranged below the discharge port (112) of the gravel box (12), the feed end (3115) of the sand-bedding conveyer belt (313) is arranged below the discharge port (112) of the sand-bedding box (13), the discharging ends (3116) of the raw soil conveyer belt (311), the broken stone conveyer belt (312) and the sand cushion conveyer belt (313) are sequentially arranged away from the sand cushion box (13);
the guide cylinder (31) is arranged between the sand cushion conveying belt (313) and the broken stone conveying belt (312), and the guide cylinder (31) is arranged along the length direction of the sand cushion conveying belt (313).
2. The drain pipe construction apparatus of claim 1, wherein: every the conveyer belt all is connected with scraper blade (32), the both ends of scraper blade (32) set up deformation plate (33), scraper blade (32) have the clearance with discharge end (3116) of conveyer belt, the width direction setting along the conveyer belt of scraper blade (32), and the width dimension of scraper blade (32) is greater than the width dimension of conveyer belt, the lower extreme of scraper blade (32) is less than the lower surface that corresponds the conveyer belt.
3. The drain pipe construction apparatus of claim 2, wherein: connect and be provided with between scraper blade (32) of sand cushion conveyer belt (313) and the discharge end (3116) of sand cushion conveyer belt (313) and collect fill (35), the upper end of collecting fill (35) is provided with material loading mouth (351), and the lower extreme is provided with feed opening (352), collect fill (35) along the width direction setting of sand cushion conveyer belt (313), and material loading mouth (351) of collecting fill (35) are located the below of discharge end (3116) of sand cushion conveyer belt (313).
4. The drain pipe construction apparatus of claim 1, wherein: be provided with elevating system (4) on storage mechanism (1) and running gear (2), elevating system (4) are including setting up mounting bracket (41) and the setting of the both sides of two at least in former soil box (11), rubble case (12) and the sand cushion box (13) are in jacking cylinder (42) on walking frame (21), walking frame (21) and mounting bracket (41) are connected in jacking cylinder (42).
5. The drain pipe construction apparatus of claim 1, wherein: the inner bottom surfaces of the original soil box (11), the gravel box (12) and the sand cushion box (13) are all obliquely arranged at the position of the lower feed opening (352).
6. The drain pipe construction apparatus of claim 1, wherein: the automatic feeding device is characterized in that a feeding mechanism (5) is arranged at the lower end of the interior of the raw soil box (11), the gravel box (12) and the sand cushion box (13), the feeding mechanism (5) comprises a disturbance shaft piece (51) and a driving assembly (52), two ends of the disturbance shaft piece (51) are rotatably connected with two ends of the corresponding raw soil box (11), the gravel box (12) and the sand cushion box (13), and the driving assembly (52) is arranged outside the discharging mechanism (3) and is connected with the disturbance shaft piece (51).
7. The drain pipe construction apparatus of claim 6, wherein: the driving assembly (52) comprises a rotating power source (521), chain wheels (522) and linkage gears (523), one end of each of the disturbance shaft pieces (51) extends out of the outer portions of the corresponding original soil box (11), the gravel box (12) and the cushion box (13) on the same side and is connected with the linkage gears (523), the adjacent linkage gears (523) are connected through the chain wheels (522), and one end, connected with the linkage gears (523), of one of the disturbance shaft pieces (51) is connected with a driving motor (5211).
8. The drain pipe construction method using the drain pipe construction apparatus according to any one of claims 1 to 7, wherein: the method comprises the following construction steps:
the method comprises the following steps: manually excavating to form a groove (7);
step two: arranging walking frames (21) of the drain pipe construction equipment on two sides of the groove (7), and enabling the discharging mechanism (3) to be positioned in the groove (7);
step three: adding raw soil paving filler into a raw soil box (11), adding gravel paving filler into a gravel box (12), and adding sand paving filler into a sand cushion box (13);
step four: laying a pipeline (62) in the groove (7), and enabling the pipeline (62) to penetrate through the guide cylinder (31);
step five: fixing one end of the pipeline (62) in the groove (7);
step six: driving the drain pipe construction equipment to travel along the trench (7) and away from the fixed end of the pipeline (62) while driving the conveyor belt to operate;
step seven: paving and filling the trench (7) by paving and filling material discharging in the raw soil box (11), the gravel box (12) and the sand-bedding box (13), and forming a sand-bedding layer (61), a pipeline (62), a gravel layer (63) and a raw soil layer (64) in the trench (7) from bottom to top;
step eight: and after the construction is finished, the drain pipe construction equipment exits from the groove (7).
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3914736A1 (en) * | 1989-05-05 | 1990-11-22 | Suilmann Kg | Pipe laying machine for concrete or stone pipes - consists of milling unit, with basket with back outlet and underneath cutter, with retainer |
| CN101270563A (en) * | 2008-05-06 | 2008-09-24 | 夏立元 | Plaster sprayer for road |
| JP2010196439A (en) * | 2009-02-27 | 2010-09-09 | Taisei Corp | Device and method of conveying precast culvert |
| CN205421373U (en) * | 2016-03-01 | 2016-08-03 | 中建五局第三建设有限公司 | Backfill conveyer belt |
| DE102016107846A1 (en) * | 2016-04-27 | 2017-11-02 | Bernd-Jan Krasowski | Special trailer with a height-adjustable conveyor belt |
| CN206986948U (en) * | 2017-05-10 | 2018-02-09 | 刘勇勇 | A kind of underpass excavating equipment that can realize tunnel synchronization laying |
| CN108571051A (en) * | 2016-07-14 | 2018-09-25 | 惠安县信达友工业设计有限公司 | A kind of burial robot |
| CN110453576A (en) * | 2019-08-25 | 2019-11-15 | 袁利峰 | A kind of automatic floor tile machine |
| CN110593339A (en) * | 2019-09-11 | 2019-12-20 | 贵阳学院 | Special ditching and burying integrated device for laying cable pipeline |
| CN211395249U (en) * | 2019-10-29 | 2020-09-01 | 德清中康建材有限公司 | Paver suitable for roadbed stable layer |
-
2020
- 2020-09-07 CN CN202010931209.5A patent/CN112064752B/en not_active Expired - Fee Related
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3914736A1 (en) * | 1989-05-05 | 1990-11-22 | Suilmann Kg | Pipe laying machine for concrete or stone pipes - consists of milling unit, with basket with back outlet and underneath cutter, with retainer |
| CN101270563A (en) * | 2008-05-06 | 2008-09-24 | 夏立元 | Plaster sprayer for road |
| JP2010196439A (en) * | 2009-02-27 | 2010-09-09 | Taisei Corp | Device and method of conveying precast culvert |
| CN205421373U (en) * | 2016-03-01 | 2016-08-03 | 中建五局第三建设有限公司 | Backfill conveyer belt |
| DE102016107846A1 (en) * | 2016-04-27 | 2017-11-02 | Bernd-Jan Krasowski | Special trailer with a height-adjustable conveyor belt |
| CN108571051A (en) * | 2016-07-14 | 2018-09-25 | 惠安县信达友工业设计有限公司 | A kind of burial robot |
| CN206986948U (en) * | 2017-05-10 | 2018-02-09 | 刘勇勇 | A kind of underpass excavating equipment that can realize tunnel synchronization laying |
| CN110453576A (en) * | 2019-08-25 | 2019-11-15 | 袁利峰 | A kind of automatic floor tile machine |
| CN110593339A (en) * | 2019-09-11 | 2019-12-20 | 贵阳学院 | Special ditching and burying integrated device for laying cable pipeline |
| CN211395249U (en) * | 2019-10-29 | 2020-09-01 | 德清中康建材有限公司 | Paver suitable for roadbed stable layer |
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|---|---|
| CN112064752B (en) | 2021-10-01 |
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