CN112982488A - Formula of walking piping lane lining cutting system - Google Patents

Formula of walking piping lane lining cutting system Download PDF

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Publication number
CN112982488A
CN112982488A CN202110291586.1A CN202110291586A CN112982488A CN 112982488 A CN112982488 A CN 112982488A CN 202110291586 A CN202110291586 A CN 202110291586A CN 112982488 A CN112982488 A CN 112982488A
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CN
China
Prior art keywords
template
pipe gallery
piping lane
die
traveling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110291586.1A
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Chinese (zh)
Inventor
谢伟
黑旭豪
曹宇飞
向建
魏平
唐子龙
吕明星
侯和平
沈榆岚
王韬
刘柯
刘国强
伍易龙
赵明明
蒋世平
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Sinohydro Bureau 7 Co Ltd
Original Assignee
Sinohydro Bureau 7 Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sinohydro Bureau 7 Co Ltd filed Critical Sinohydro Bureau 7 Co Ltd
Priority to CN202110291586.1A priority Critical patent/CN112982488A/en
Publication of CN112982488A publication Critical patent/CN112982488A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0007Production methods using a mold
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0023Cast, i.e. in situ or in a mold or other formwork

Abstract

A through type pipe gallery lining system comprises a template system, a dragging transfer system and a top travelling vehicle system; the template system comprises an inner template and an outer template, the inner template comprises a top template, an upper side template and a lower side template, the outer templates on two sides of the pipe gallery are fixedly connected with the side templates on two side walls of the pipe gallery, the side templates corresponding to adjacent bins are fixedly connected, two ends of the top template are respectively hinged with the upper templates on two sides, two ends of the top template are respectively positioned with the corresponding upper templates through hydraulic screws, the upper and lower side templates are hinged, the lower side template is positioned through ground supporting screws, and the outer templates on two sides of the pipe gallery are fixedly positioned; the dragging and transporting system comprises a driving and traveling mechanism, a translation mechanism, a lifting mechanism, a template retracting mechanism, an alignment alarm mechanism and a middle steel rail transporting mechanism; the top traveling system mainly comprises a driving traveling system, a portal frame and a traveling hoist. The lining system can improve the lining quality of concrete, and has short waiting time with equal strength and high construction efficiency.

Description

Formula of walking piping lane lining cutting system
The technical field is as follows:
the invention relates to the technical field of municipal engineering construction equipment, in particular to the technical field of urban underground comprehensive pipe gallery lining construction equipment, and specifically relates to a traversing type pipe gallery lining system.
Background art:
the city underground comprehensive pipe gallery (hereinafter referred to as pipe gallery) is characterized in that a tunnel space is built underground, various engineering pipelines such as electric power, communication, gas, heat supply, water supply and drainage and the like are integrated, a special overhaul port, a special hoisting port and a special monitoring system are arranged, unified planning, unified design, unified construction and management are implemented, and the city underground comprehensive pipe gallery is an important infrastructure and a 'life line' for guaranteeing city operation.
The concrete lining construction of the pipe gallery is of a square flat top structure, so that after the concrete is poured, the formwork can be detached after the concrete strength of the top plate reaches about 75 percent, namely about 7 days are needed approximately, if the air temperature is low in winter, the needed time is longer, and the construction efficiency and the cost are greatly influenced during lining.
At present, what most piping lane concrete lining construction adopted is that the traditional mode goes on, and the traditional mode of piping lane concrete lining construction mainly includes the form of wood pattern/simple and easy steel mould + scaffold frame support mode and single two lining platform trucks. The lining mode of the wood mould/simple steel mould + scaffold support has the problems of poor concrete lining precision and construction quality, high labor intensity of workers, high labor cost, low construction efficiency and the like, and a large-tonnage crane needs to be equipped on site at any time; if a lining scheme of a single two-lining trolley is adopted, the equal-strength lining period is long, the construction efficiency is low, and the equipment investment cost is high.
Therefore, the template of the self-forming supporting system is needed to be used for lining, and a set of equipment is matched to assist in formwork erection, demolding and transferring of the template, so that manpower and manpower are saved, and the working efficiency is improved.
The invention content is as follows:
aiming at the defects of the prior art, the invention provides a through pipe gallery lining system which can improve the lining quality of concrete, solve the problems of long waiting time, long construction period and low efficiency and reduce the overall construction cost.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention provides a traversing pipe gallery lining system which comprises a template system, a dragging transfer system and a top travelling vehicle system. The template system comprises an inner template and an outer template, the inner template is arranged along the length direction of the pipe gallery, and at least 2 or 3 sets of templates are arranged, when three sets of templates are adopted, the template system is divided into a first template, a second template and a third template, the third template is in a state of just finishing lining, the second template is in an equal strength state, and the first template is in a state of waiting for demolding; every set of storehouse inner formword in every storehouse is respectively by the cope match-plate pattern, lower module becomes, the storehouse exterior sheathing of piping lane both sides and the cope match-plate pattern of the piping lane both sides wall that corresponds with it, lower border match-plate pattern fixed connection, between the cope match-plate pattern that adjacent storehouse corresponds, fixed connection between the lower border match-plate pattern, the both ends of the cope match-plate pattern in every storehouse are articulated through the round pin axle rather than the cope match-plate pattern of the left and right sides respectively, the cope match-plate pattern both ends pass through hydraulic lead screw fixed positioning with the last cope match-plate pattern that corresponds respectively, the cope match-plate pattern is articulated through the round pin axle with lower border match-plate pattern, lower border-plate pattern is through propping ground lead screw. The dragging and transporting system comprises a driving and traveling mechanism, a translation mechanism, a lifting mechanism, a template retracting mechanism, an alignment alarm mechanism and a middle steel rail transporting mechanism, wherein the driving and traveling mechanism is arranged at the lower part of the translation mechanism; the translation mechanism comprises a translation beam and a translation oil cylinder, the translation beam comprises an upper translation beam and a lower translation beam, and the front and the rear of the translation beam are respectively provided with one group; the lifting mechanism is arranged on the translation mechanism and comprises a lifting oil cylinder, a guide seat and a guide sleeve, the guide seat is provided with the guide sleeve, and the lifting oil cylinder is arranged in the guide sleeve; the template retracting mechanism is arranged at the upper end of the guide sleeve and comprises a side template oil cylinder and a main beam; the end of the main beam is provided with an alignment alarm device; the middle steel rail transfer mechanism is arranged on the translation mechanism. The top driving system have a driving traveling system, the portal frame, the driving hoist, the cable, calabash walking girder, track braced system, two tracks are laid along piping lane extending direction parallel at the piping lane top, the track sets up on track braced system, driving traveling system sets up at the piping lane top, driving traveling system's walking wheel sets up on the track, the portal frame sets up on driving traveling system, be provided with a calabash walking girder on the portal frame, portal frame and calabash walking girder are connected to the cable, calabash walking girder both ends respectively set up a driving hoist.
Template system construction length is customized according to the operating mode of reality, mainly depends on the division of construction joint, and each section template can be divided into a plurality of segments according to factors such as turn again, and a plurality of segments can take 1 ~ 10 meters length.
The upper side die is an L-shaped die plate, the top die is a socket type detachable die plate, the lower side die and the outer bin die plate are plane die plates, and the outer bin die plate and the long edge of the L-shaped upper side die and the lower side die are arranged in a vertical parallel mode.
The upper portion of the warehouse exterior sheathing of piping lane both sides between through drawing screw-thread steel fixed position, to drawing screw-thread steel and top mould parallel arrangement and being located the top of top mould, to drawing the screw-thread steel and be a plurality of, and arrange side by side along the even interval of piping lane extending direction.
The storehouse exterior sheathing of piping lane both sides and the upper edge mould, the lower limb mould of two side walls of piping lane carry out fixed connection through carrying out the pull rod, carry out fixed connection through carrying out the pull rod between the upper edge mould that adjacent storehouse corresponds, between the lower limb mould, the pull rod be a plurality of, even interval, parallel, the symmetry is arranged.
The walking driving mechanism comprises a bottom beam, a motor reducer, a chain wheel, a chain and walking wheels, wherein the walking wheels are symmetrically arranged at the front, the back and the left and the right, and the walking driving mechanism is controlled by a wire control or a remote control handle.
The lifting mechanism is symmetrically provided with 4 sets of lifting oil cylinders in the front, back, left and right directions.
The template retracting mechanism is symmetrically arranged on the outer side or the inner side of the two guide sleeves arranged along the transverse direction of the pipe gallery.
The template retracting mechanism is symmetrically provided with 1 set of template retracting mechanism in front, back, left and right, and 4 sets of template retracting mechanism in total; the side die oil cylinders are symmetrically provided with 1 piece of oil cylinder at the front, the back, the left and the right, and 4 pieces of oil cylinder.
The middle steel rail transfer mechanism comprises a motor reducer, a chain wheel, a chain and traveling wheels, and the traveling wheels are symmetrically provided with 4 wheels in front and back and left and right.
Compared with the prior art, the invention has the following beneficial effects:
1. the method can solve the problems of long waiting time, long construction period and low efficiency of equal strength.
2. The invention can improve the lining quality (size, precision, appearance and quality) of concrete.
3. The invention can solve the problems of high labor intensity and high labor cost of workers.
4. The invention does not need to be equipped with mechanical equipment such as a large-tonnage crane and the like at any time.
5. The invention can reduce the whole construction cost.
6. The template is convenient to transport and construct and has multiple template turnover times.
Description of the drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a state diagram of the formwork system of the present invention in the form set-up position;
FIG. 3 is a front view of the structure of the towed transport system of the present invention;
FIG. 4 is a side view of the structure of the towed transport system of the present invention;
FIG. 5 is a state diagram of the overhead traveling system of the present invention in use;
FIG. 6 is a side elevational view of the construction of the overhead traveling vehicle system of the present invention;
FIG. 7 is a state diagram of the stripping of the template in the warehouse assisted by the dragging transfer system according to the present invention;
FIG. 8 is a state diagram of the passage of the demolded in-bin template through the template of equal strength and into the next lining segment by the towing transfer system of the present invention.
Reference numbers in the figures:
1-external warehouse template, 2-top mold, 3-upper side mold, 4-lower side mold, 5-hydraulic screw rod, 6-split deformed steel bar, 7-split rod, 8-driving traveling mechanism, 9-translation mechanism, 10-lifting mechanism, 11-template retracting mechanism, 12-alignment alarm mechanism, 13-middle steel rail transfer mechanism, 14-driving traveling system, 15-portal frame, 16-traveling block, 17-inhaul cable, 18-block traveling main beam, 19-track support system and 20-ground supporting screw rod.
9.1-upper translation beam, 9.2-lower translation beam and 9.3-translation oil cylinder.
10.1-lifting oil cylinder, 10.2-guide seat and 10.3-guide sleeve.
11.1-side form oil cylinder, 11.2-main beam.
The specific implementation mode is as follows:
the technical solutions will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1 to 8, the invention provides a lining system for a walk-through pipe gallery, which mainly comprises a template system, a dragging transfer system and a top travelling crane system. Template system construction length can customize according to the operating mode of reality, mainly depend on the division of construction joint, each section template can be divided into a plurality of segments according to factors such as turn again, a plurality of segments can take 1 ~ 10 meters length. The template system comprises an inner template and an outer template 1, the pipe gallery of the embodiment is divided into 3 bins, the inner template of each bin is arranged along the length direction of the pipe gallery, at least 2 or 3 sets of templates are arranged, the 3 sets of templates are a first template, a second template and a third template, the templates sequentially enter a construction site, the third template is at the forefront and is in a state of just finishing lining, the second template is in the middle and is in an equal strength state, and the first template is at the last and is in a state of waiting for demolding when seen from the advancing direction of lining. Each set of inner template of storehouse comprises top mould 2, last side mould 3, lower side mould 4, and last side mould 3 is "L" type template, and top mould 2 is the template can be dismantled to the socket joint formula, and lower side mould 4, storehouse exterior sheathing 1 are the plane template, and storehouse exterior sheathing 1 is with the long limit of last side mould 3 "L" type, the vertical parallel arrangement of lower side mould 4. The storehouse exterior sheathing 1 of piping lane both sides and the last side forms 3 of the two side walls of piping lane, lower side forms 4 carry out fixed connection through going on pull rod 7, between the last side forms 3 that adjacent storehouse corresponds, 4 carry out fixed connection through going on pull rod 7 between the lower side forms, the both ends of the top forms 2 in every storehouse are articulated through the round pin axle rather than the last side forms 3 of the left and right sides respectively, 2 both ends of top forms pass through hydraulic lead screw 5 fixed positioning with the last side forms 3 that correspond respectively, the lower extreme of last side forms 3 and the upper end of lower side forms 4 are articulated through the round pin axle, lower side forms 4 are through propping ground lead screw 20 fixed positioning on the bottom plate of piping lane, through 6 fixed positioning to the threaded steel that draws between the upper portion of the storehouse exterior sheathing 1 of piping lane both sides, to drawing threaded steel 6 and top forms 2 parallel arrangement, and be located the top of top forms 2, to drawing threaded steel 6 be a plurality of, and even along piping lane extending direction, the. The hydraulic screw rods 5 and the ground supporting screw rods 20 are multiple and are evenly spaced, arranged in parallel and symmetrically arranged along the extending direction of the pipe gallery. The pull rods 7 are arranged in parallel and symmetrically at uniform intervals.
The dragging and transporting system comprises a driving and traveling mechanism 8, a translation mechanism 9, a lifting mechanism 10, a template retracting mechanism 11, an alignment alarm mechanism 12 and a middle steel rail transporting mechanism 13. Lay the track of two parallels along the piping lane extending direction on the piping lane bottom plate, drive running gear 8 sets up in translation mechanism 9 lower part, arrange in on the track that has been laid, drive running gear 8 includes the floorbar, fixed mounting is the drive running gear on the floorbar, drive running gear includes the speed reducer of being connected with the motor, install the main sprocket on the speed reducer, install the epaxial driven sprocket of walking wheel, install chain and the walking wheel on main sprocket and driven sprocket, the walking wheel supports on the track, drive running gear 8 passes through the motor speed reducer, the sprocket, chain drive walks, can realize advancing, retreat, can be controlled by drive-by-wire or remote control handle. 4 sets of driving running gear are symmetrically arranged at the front, back, left and right, and the 4 sets of driving running gear synchronously act to prevent the whole dragging and transporting system from being distorted. Translation mechanism 9 sets up on the floorbar of drive running gear 8, and translation mechanism 9 includes translation roof beam, translation hydro-cylinder 9.3, and the translation roof beam includes that last translation roof beam 9.1, translation roof beam 9.2 are two-layer down, and each a set of around, accessible translation hydro-cylinder 9.3 drive and go up translation roof beam 9.1 and remove about translation roof beam 9.2 along translation roof beam 9.2 in the piping lane transverse direction. The lifting mechanism 10 is arranged on an upper translation beam 9.1 of the translation mechanism 9, 4 sets are symmetrically arranged in the front, back, left and right directions, each set of lifting mechanism 10 comprises a lifting oil cylinder 10.1, a guide seat 10.2 and a guide sleeve 10.3, the guide seats 10.2 are fixedly arranged on the upper translation beam 9.1 of the translation mechanism 9, the guide seats 10.2 are provided with the guide sleeves 10.3, the lifting oil cylinders 10.1 are arranged in the guide sleeves 10.1 and slide up and down along the guide sleeves 10.1, the lifting and the descending of the template are realized through the lifting oil cylinders 10.1, the dragging and transporting system is symmetrically provided with 4 lifting oil cylinders 10.1, and the guide seats 10.2 and the guide sleeves 10.3 are adopted for guiding so as to prevent inclination. Receive and release template mechanism 11 and set up to 4 sets, receive and release template mechanism 11 and set up in the uide bushing 10.3 upper end that corresponds, confirm to set up the position according to the horizontal width in the piping lane storehouse, but according to actual conditions symmetry set up in the outside or the inboard of two uide bushings 10.3 that arrange along the piping lane transverse direction. The template retracting mechanism 11 comprises an oblique hanging side template oil cylinder 11.1 and a main beam 11.2, the main beam 11.2 is fixed at the upper end of a guide sleeve 10.3, one end of the oblique hanging side template oil cylinder 11.1 is hinged to the main beam 11.2, the extending end of the other end of the oblique hanging side template oil cylinder is arranged at the upper end of the guide sleeve 10.3, the oblique hanging side template oil cylinder 11.1 can realize the recovery and the support of the template, and 4 templates are symmetrically arranged in the front, the back, the left and the right. The end of the main beam 11.2 on the template retracting mechanism 11 is provided with an alignment alarm device 12 to prevent the damage of the formed concrete at the top of the pipe gallery caused by misoperation during the alignment of the templates, and the alignment can be automatically disconnected after the alignment is finished. Middle part rail transport mechanism 13 sets up on two parallel rails that lay along piping lane extending direction on last translation roof beam 9.1 of translation mechanism 9, realizes shifting the track at rear forward, and middle part rail transport mechanism 13 includes motor reducer, sprocket, chain, walking wheel, and walking wheel bilateral symmetry is equipped with 4 all around.
Set up this transport system that drags in piping lane middle part, can pass the system itself of transporting the template, realize transporting the template, shift the track at rear forward simultaneously, should drag transport system that moves can adopt motor reducer drive or the human drive of drive running gear 8.
The top crane system mainly have drive traveling system 14, portal frame 15, travelling hoist 16, cable 17, hoist walking girder 18, track braced system 19 is constituteed, pipe gallery top has two track braced system 19 along pipe gallery extending direction parallel arrangement, two tracks are laid to two track braced system 19 coparallel, drive traveling system 14 sets up at the pipe gallery top, drive traveling system 14's walking wheel sets up on the track, portal frame 15 sets up on drive traveling system 14, be provided with a hoist walking girder 18 on the portal frame 15, cable 17 connects portal frame 15 and hoist walking girder 18, hoist walking girder 18 both ends respectively set up a travelling hoist 16, can realize lifting by crane and the transportation work of side wall template, still can realize the lifting by crane operation of top reinforcing bar after this top crane system takes one's place.
The working process of the traversing pipe gallery lining system is as follows:
when the through type pipe gallery lining system is used, two parallel tracks are paved in the excavated pipe gallery along the extending direction of each bin, each bin adopts a dragging transfer system which is arranged on the corresponding track, the embodiment is three bins, after a template system of the through type pipe gallery lining system is transferred in place by the dragging transfer system, a top die 2, an upper die 3 and a lower die 4 of templates in the bins are positioned by an auxiliary system of a hydraulic lead screw 5 and a ground supporting lead screw 20, the hydraulic lead screw 5 and the ground supporting lead screw 20 are supported in place, the hydraulic lead screw 5 and the ground supporting lead screw 20 are locked for positioning, the upper die 3 and the lower die 4 of the templates in the bins of two side walls of the pipe gallery and the corresponding template 1 outside the bin on two sides of the pipe gallery are fixedly positioned by opposite pull rods 7, the template outside the bin templates 1 on two sides of the pipe gallery are fixedly positioned by opposite pull thread steel 6, and after the template erecting operation is completed, the dragging transfer system can be separated from the template system, then the lining process is carried out, after lining construction is finished, when the lining condition is achieved, demolding is assisted through the dragging transfer system, the side formwork oil cylinder 11.1 of the dragging transfer system is aligned with the upper side formwork 3 of the corresponding template in the bin, after alignment is completed, the upper side formwork 3 is hinged with the corresponding side formwork oil cylinder 11.1 through a pin shaft, the corresponding opposite pull rod 7, the hydraulic screw rod 5 and the ground supporting screw rod 20 are loosened, the side formwork oil cylinder 11.1 is started to recover the template, the lower side formwork 4 hinged with the upper side formwork 3 is folded inwards and placed in the dragging transfer system, after the template is recovered in place, the lifting oil cylinder 10.1 is lowered, the whole template is lowered to reach a feasible height and then is transferred forwards, and the demolded template passes through the template with equal strength through the dragging transfer system to enter the next lining link. In the embodiment, according to the advancing direction of the lining, the template system is divided into a first template, a second template and a third template, the first template after demolding can directly pass through the second template with equal strength and the third template after the lining is finished forward through the dragging and transporting system, and then enters the foremost lining site, and the rest is done in sequence, so that continuous pouring is realized. In the transfer process, the translation oil cylinder 9.3 drives the translation beam to translate and the like, and the middle steel rail transfer mechanism 13 realizes forward transfer of the rail under special conditions such as curve and the like. Meanwhile, the top travelling system of the traversing pipe gallery lining system enters the foremost lining site to be lined by driving, so that the hoisting and transferring work of the side wall template is realized, and the hoisting operation of the top reinforcing steel bars can be realized after the traversing pipe gallery lining system is in place.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.

Claims (10)

1. The utility model provides a formula of walking piping lane lining cutting system, characterized by: the lining system comprises a template system, a dragging transfer system and a top crane system; the template system comprises a warehouse inner template and a warehouse outer template (1), the warehouse inner template is arranged along the length direction of the pipe gallery and has at least 2 or 3 sets, when three sets of templates are adopted, the template is divided into a template I, a template II and a template III, the template III is in a state of just finishing lining, the template II is in an equal strength state, the template I is in a state of waiting for demoulding, each set of warehouse inner template of each warehouse respectively comprises a top die (2), an upper side die (3) and a lower side die (4), the warehouse outer templates (1) at two sides of the pipe gallery and the upper side dies (3) and the lower side dies (4) of two side walls of the pipe gallery corresponding to the warehouse outer templates are fixedly connected, the upper side dies (3) and the lower side dies (4) corresponding to adjacent warehouses are fixedly connected, two ends of the top die (2) in each warehouse are respectively hinged with the upper side dies (3) at the left side and the right side of each warehouse outer template through pin shafts, two ends of the top die (2) are respectively fixedly positioned, the upper side die (3) is hinged with the lower side die (4) through a pin shaft, the lower side die (4) is fixedly positioned on a bottom plate of the pipe gallery through a ground supporting screw rod (20), and the upper parts of the external storehouse templates (1) on two sides of the pipe gallery are fixedly connected; the dragging and transporting system comprises a driving and traveling mechanism (8), a translation mechanism (9), a lifting mechanism (10), a template retracting mechanism (11), an alignment alarm mechanism (12) and a middle steel rail transporting mechanism (13), wherein the driving and traveling mechanism (8) is arranged on the lower portion of the translation mechanism (9), the translation mechanism (9) comprises a translation beam and a translation oil cylinder (9.3), the translation beam comprises an upper translation beam (9.1) and a lower translation beam (9.2), the front portion and the rear portion of the translation beam are respectively provided with one group, the lifting mechanism (10) is arranged on the translation mechanism (9) and comprises a lifting oil cylinder (10.1), a guide seat (10.2) and a guide sleeve (10.3), the guide sleeve (10.3) is arranged on the guide seat (10.2), the lifting oil cylinder (10.1) is arranged in the guide sleeve (10.1), the template retracting mechanism (11) is arranged at the upper end of the guide sleeve (10.3) and comprises a side template oil cylinder (11.1) and a main beam (11, the end of the main beam (11.2) is provided with a contraposition alarm device (12), and the middle steel rail transfer mechanism (13) is arranged on the translation mechanism (9); top driving system have driving traveling system (14), portal frame (15), driving calabash (16), cable (17), calabash walking girder (18), track braced system (19), two tracks are laid along piping lane extending direction parallel at the piping lane top, the track sets up on track braced system (19), driving traveling system (14) set up at the piping lane top, the walking wheel of driving traveling system (14) sets up on the track, portal frame (15) set up on driving traveling system (14), be provided with a calabash walking girder (18) on portal frame (15), portal frame (15) and calabash walking girder (18) are connected in cable (17), calabash walking girder (18) both ends respectively set up a driving calabash (16).
2. The walk through piping lane lining system of claim 1 wherein: template system construction length customize according to the operating mode of reality, mainly depend on the division of construction joint, each section template can be divided into a plurality of segments according to factors such as turn again, a plurality of segments can take 1 ~ 10 meters length.
3. The walk through piping lane lining system of claim 1 wherein: the upper side die (3) is an L-shaped die plate, the top die (2) is a socket type detachable die plate, the lower side die (4) and the outer bin die plate (1) are plane die plates, and the outer bin die plate (1) is vertically and parallelly arranged with the long edge of the L-shaped upper side die (3) and the lower side die (4).
4. The walk through piping lane lining system of claim 1 wherein: the upper portion of the warehouse outer template (1) of pipe gallery both sides between through drawing screw-thread steel (6) fixed position, to drawing screw-thread steel (6) and top mould (2) parallel arrangement and being located the top of top mould (2), to drawing screw-thread steel (6) and being a plurality of, and arrange side by side along the even interval of pipe gallery extending direction.
5. The walk through piping lane lining system of claim 1 wherein: the utility model discloses a pipe gallery, including pipe gallery both sides, the storehouse exterior sheathing (1) of pipe gallery both sides and the last side forms (3) of pipe gallery both sides wall, lower side forms (4) carry out fixed connection through carrying out fixed connection to pull rod (7), carry out fixed connection through carrying out pull rod (7) between the last side forms (3) that adjacent storehouse corresponds, between lower side forms (4), pull rod (7) be a plurality of, even interval, parallel, symmetry arrange.
6. The walk through piping lane lining system of claim 1 wherein: the driving and traveling mechanism (8) comprises a bottom beam, a motor reducer, a chain wheel, a chain and traveling wheels, the number of the traveling wheels is 4, and the driving and traveling mechanism (8) is controlled by a wire control or remote control handle.
7. The walk through piping lane lining system of claim 1 wherein: the lifting mechanism (10) is symmetrically provided with 4 sets of lifting cylinders (10.1) in the front, back, left and right directions.
8. The walk through piping lane lining system of claim 1 wherein: the template retracting mechanism (11) is symmetrically arranged at the outer side or the inner side of two guide sleeves (10.3) arranged along the transverse direction of the pipe gallery.
9. The walk through piping lane lining system of claim 1 wherein: 1 set of template retracting mechanisms (11) are symmetrically arranged at the front, the back, the left and the right, and 4 sets are arranged; the side die oil cylinders (11.1) are symmetrically provided with 1 piece in all directions, and 4 pieces in all directions.
10. The walk through piping lane lining system of claim 1 wherein: the middle steel rail transfer mechanism (13) comprises a motor reducer, a chain wheel, a chain and traveling wheels, and the traveling wheels are symmetrically provided with 4 wheels in front and back and left and right.
CN202110291586.1A 2021-03-18 2021-03-18 Formula of walking piping lane lining cutting system Pending CN112982488A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113585340A (en) * 2021-08-27 2021-11-02 河南四建工程有限公司 Piping lane building construction system and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113585340A (en) * 2021-08-27 2021-11-02 河南四建工程有限公司 Piping lane building construction system and construction method thereof

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