CN108457677B - Automatic operation vehicle for integrated ditch cable trough template - Google Patents
Automatic operation vehicle for integrated ditch cable trough template Download PDFInfo
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- CN108457677B CN108457677B CN201810533886.4A CN201810533886A CN108457677B CN 108457677 B CN108457677 B CN 108457677B CN 201810533886 A CN201810533886 A CN 201810533886A CN 108457677 B CN108457677 B CN 108457677B
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- 230000007246 mechanism Effects 0.000 claims abstract description 55
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 27
- 230000006835 compression Effects 0.000 claims description 13
- 238000007906 compression Methods 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 30
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 125000004122 cyclic group Chemical group 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses an integrated automatic operation vehicle for a ditch cable trough template, wherein a general support comprises a cross beam and longitudinal beam frames at two ends of the cross beam; the longitudinal beam frame is arranged on the cross beam in a sliding way; the two sides of the beam are provided with total transverse moving oil cylinders; the other end of the main transverse oil cylinder is connected with the longitudinal beam frame; the two ends of the longitudinal beam frame are provided with upright posts; the lower end of the upright post at the tail end is provided with a driven travelling wheel, and the lower end of the upright post at the front end is provided with a driving travelling wheel; the longitudinal beam frame is provided with a cable groove template traversing mechanism, a side template traversing mechanism and a water groove template traversing mechanism; a cable groove template lifting cylinder is arranged at the lower end of the cable groove template transverse moving mechanism and is connected with the cable groove template; a side template lifting cylinder is arranged at the lower end of the side template transverse moving mechanism and is connected with the side template; the lower end of the water channel template transverse moving mechanism is provided with a water channel template lifting cylinder which is connected with the water channel template. The construction method can realize the integral construction and forward movement of the ditch cable trough, does not need to disassemble and assemble the templates each time, improves the efficiency, can meet the passing of construction vehicles during construction, and does not influence the construction cycle.
Description
Technical Field
The invention belongs to the technical field of tunnel construction, and particularly relates to an automatic operation vehicle for an integral type ditch cable groove template.
Background
The construction of traditional tunnel water ditch and cable duct concrete adopts the construction of little template, assemble, dismantle by the manual work during every turn construction, and personnel intensity of labour is big, and has higher potential safety hazard, and the efficiency of construction is low. With the progress of the tunnel construction technology in China, the construction unit adopts an integral ditch cable groove template trolley, as shown in figures 10-11. At present, in tunnels with different sections, the double-track tunnel is relatively wider than the tunnel, a larger space is reserved for construction of the ditch cable groove in the tunnel, and the space for designing the integral ditch cable groove template trolley is also redundant. For single-line tunnel section, the section size is narrower, the minimum clear width between the two sides ditch side is only 3 meters, traditional integral ditch cable groove template trolley still occupies the clear width size of 3 meters, can supply construction and vehicle to pass do not have space, sediment soil truck and concrete tank car can not normally pass through, influence construction cycle, traditional integral ditch cable groove template trolley can't use in this tunnel. The invention provides an automatic operation vehicle for an integral ditch cable trough template.
Disclosure of Invention
The invention aims to solve the problems and provide an integral automatic operation vehicle for a cable trough template of a water trough, which can realize the integral construction and forward movement of the water trough and the cable trough, does not need to disassemble and assemble a small template each time, saves labor cost, improves efficiency, can meet the requirements of passing a slag car and a concrete tank car during construction, and does not influence construction circulation.
In order to achieve the above purpose, the invention adopts the following technical scheme: an integral ditch cable trough template automatic operation vehicle comprises a main support, wherein the main support comprises a cross beam at the upper end and longitudinal beam frames which are arranged at two ends of the cross beam and are parallel to each other; the longitudinal beam frame is slidably arranged on the cross beam; the two sides of the cross beam are symmetrically provided with total transverse moving oil cylinders; the other end of the total transverse oil cylinder is connected with the longitudinal beam frame; upright posts are vertically arranged at two ends of the longitudinal beam frame; the lower end of the upright post at one end is provided with a lifting driven travelling wheel which walks in the water ditch, and the lower end of the upright post at the other end is provided with a lifting driving travelling wheel which walks in the bottom surface of the water ditch; the longitudinal beam frame is at least provided with a pair of cable groove template traversing mechanisms, a pair of side template traversing mechanisms and a pair of water groove template traversing mechanisms; the lower end of the cable groove template transverse moving mechanism is provided with a cable groove template lifting cylinder; the cable groove template lifting oil cylinder is connected with two ends of the cable groove template; a side template lifting cylinder is arranged at the lower end of the side template transverse moving mechanism; the side template lifting oil cylinders are connected with two ends of the side template; the lower end of the water channel template transverse moving mechanism is provided with a water channel template lifting cylinder; the water channel template lifting oil cylinder is connected with two ends of the water channel template.
Further, a sliding rod is arranged at the upper end of the longitudinal beam frame; the sliding rod is slidably arranged on the cross beam.
Further, the longitudinal beam frame comprises an upper longitudinal beam and a lower longitudinal beam which are arranged in parallel up and down; and connecting beams are uniformly arranged between the upper longitudinal beam and the lower longitudinal beam.
Further, the cable groove template traversing mechanism, the side template traversing mechanism and the water groove template traversing mechanism are formed by mutually sleeving an outer sleeve and an inner sleeve, and the outer sleeve and the inner sleeve are connected through a traversing oil cylinder; the outer sleeve is fixed on the longitudinal beam frame.
Further, a hanging rod is vertically arranged at the lower end of the cable trench template transverse moving mechanism; the lower end of the boom is connected with the cable trench template through a cable trench template lifting oil cylinder.
Further, an installation seat is arranged on the upright post, and a sliding sleeve is arranged below the installation seat; a travelling wheel lifting cylinder is arranged at the lower end of the mounting seat; the lower end of the travelling wheel lifting cylinder is provided with a lifting rod; the lifting rod is arranged in the sliding sleeve in a sliding manner; the driving travelling wheel and the driven travelling wheel are respectively arranged at the lower ends of the corresponding lifting rods.
Further, the side template sideslip mechanism is arranged at the lower end of the upright post.
Further, the cross sections of the water groove template and the cable groove template are isosceles trapezoid; the water groove template and the cable groove template comprise a bottom plate, and two sides of the bottom plate are symmetrically hinged with side plates; a central rod is arranged in the center of the bottom plate; screw sleeve rods are arranged on two sides of the central rod, and the screw sleeve rods are connected with screws in a threaded manner; the end of the screw rod is provided with a compression spring, and the other end of the compression spring is connected with the side plate; a connecting rod is arranged above the centers of the water groove template and the cable groove template; telescopic rods are hinged to two sides of the connecting rod; the telescopic shaft of the telescopic rod end is hinged with the side plate; and an adjusting bolt is arranged on the telescopic rod.
Further, two ends of the side plate are hinged with folded plates; two folded plates at the same end are hinged with each other.
Further, the top end of the side plate is hinged with a baffle plate which turns inwards.
The invention has the beneficial effects that:
1. the invention realizes the integral construction, positioning and advancing of the water channel and the cable channel in the tunnel, and can meet the passing of the slag car and the concrete tank car during construction without influencing the construction cycle.
2. The water groove template, the cable groove template and the side templates are all integral templates, certain demoulding inclination is formed on two sides of the templates, all the templates are arranged between the front upright post and the rear upright post, all the templates are arranged below the longitudinal beam, so that the demoulding speed is improved, and the processing quality of the groove is ensured.
3. The demoulding and positioning of the template are regulated by an oil cylinder, so that the demoulding and upper mould speed is improved, and the control is stable and reliable.
4. The die carrier comprises an upright post, a transverse beam, a longitudinal beam, an active traveling wheel, a passive traveling wheel and a template lifting and traversing mechanism, wherein the upright post is connected with the end head of the longitudinal beam, so that the transverse space of a tunnel is not occupied.
5. The cable trench template lifting and traversing mechanism is connected to the longitudinal beam, can position, lift and traverse the cable trench template, and the positioning and lifting are completed by the oil cylinder in the vertical direction, and the positioning and traversing are completed by the inner sleeve, the outer sleeve and the oil cylinder in the horizontal direction.
6. The water channel template lifting and traversing mechanism is connected to the longitudinal beam, can position, lift and traverse the water channel template, and is positioned and lifted by an oil cylinder in the vertical direction, and positioned and traversed by an inner sleeve and an outer sleeve in the horizontal direction and the oil cylinder.
7. The side template lifting and traversing mechanism is connected to the upright post, and can position, lift and traverse the side template, the positioning and lifting are completed by the oil cylinder in the vertical direction, and the positioning and traversing are completed by the inner sleeve, the outer sleeve and the oil cylinder in the horizontal direction.
8. The driving travelling wheel is connected to the front end upright post, the driving wheel is arranged on the forefront paving track, the middle space of a tunnel is not occupied, the driven travelling wheel is connected to the rear end upright post, the driven travelling wheel is arranged in a constructed water groove, and the middle space of the tunnel is not occupied.
9. The template construction is performed according to the cyclic forward construction of positioning, construction, demoulding, walking to the next station and repositioning. When in positioning, the corresponding templates are positioned by the lifting and transverse moving mechanism oil cylinders of the templates; ensuring the position of the template during construction; separating the template from the concrete through a lifting oil cylinder of the template during demoulding; when walking, the mould frame template is driven by the driving and driven walking wheels to move forwards together.
10. The template structure adopts a movable structure, when the lifting oil cylinder drives the connecting rod to lift the water channel template or the cable channel template upwards, the telescopic rod is driven to lift upwards, the side plates at two sides are pulled by the telescopic rod to turn inwards, so that demoulding is finished firstly by the side plates at two sides, then when the connecting rod continues to lift, demoulding is finished by the bottom plate, and compared with the common side and bottom surfaces for simultaneous demoulding, the template structure in the invention can reduce the resistance during demoulding, improve the stability of demoulding and ensure the smoothness of the groove surface structure of the water channel or the cable channel due to the fact that the side plates are demoulded firstly and then demoulded.
11. The template structure can realize the adjustment of the size of the groove, after the adjusting bolt is unscrewed, the telescopic shaft can be freely stretched or shortened in the telescopic rod, the side plates at the two sides can be opened or closed, and the adjusting bolt is screwed after the side plates are adjusted to a proper angle.
Drawings
Fig. 1 is a schematic diagram of a front view structure of the present invention.
Fig. 2 is a schematic diagram of an end face structure of the present invention.
Fig. 3 is a schematic diagram of the end face structure of the total bracket.
Fig. 4 is a schematic diagram of a walking wheel walking position structure in the invention.
FIG. 5 is a schematic diagram of the structure of the present invention that can be used for traffic.
FIG. 6 is a schematic view of the structure of the present invention at the time of demolding.
Fig. 7 is a schematic structural view of the traversing mechanism.
FIG. 8 is a schematic diagram of a cross-sectional structure of a raceway cable trough form.
Fig. 9 is a schematic top view of a raceway cable trough form.
Fig. 10 is a schematic diagram of an end face structure of a conventional trench cable tray pallet.
Fig. 11 is a front view of a conventional raceway cable trough formwork pallet.
In the figure: 1. a cross beam; 2. a slide bar; 3. a total sideslip oil cylinder; 4. an upper longitudinal beam; 5. a connecting beam; 6. a side sill; 7. a column; 8. a water groove template lifting cylinder; 9. a water channel template; 11. a cable trench template traversing mechanism; 12. a main support; 13. a boom; 14. a cable trench template lifting cylinder; 15. a cable trench template; 17. a side template traversing mechanism; 18. a longitudinal beam frame; 19. a side template lifting cylinder; 20. a side form; 21. a water groove template traversing mechanism; 23. a mounting base; 24. a sliding sleeve; 25. a travelling wheel lifting cylinder; 26. a lifting rod; 27. a driven travelling wheel; 28. an active travelling wheel; 29. an inner loop bar; 30. an outer sleeve; 31. a traversing oil cylinder; 32. a water channel; 33. a bottom surface of the groove; 34. a connecting rod; 35. a baffle; 36. an adjusting bolt; 37. a telescopic rod; 38. a screw sleeve rod; 39. a screw; 40. a compression spring; 41. a side plate; 42. a central rod; 43. a bottom plate; 44. a telescopic shaft; 45. a folded plate.
Detailed Description
In order that those skilled in the art may better understand the technical solutions of the present invention, the following detailed description of the present invention with reference to the accompanying drawings is provided for exemplary and explanatory purposes only and should not be construed as limiting the scope of the present invention.
As shown in fig. 1 to 9, the specific structure of the present invention is: an integral ditch cable trough template automatic operation vehicle, the said total support 12 includes the crossbeam 1 of the upper end and sets up the longitudinal beam frame 18 parallel to each other at both ends of the crossbeam 1; the longitudinal beam frame 18 is slidably arranged on the transverse beam 1; the two sides of the cross beam 1 are symmetrically provided with total transverse moving oil cylinders 3; the other end of the total transverse moving oil cylinder 3 is connected with a longitudinal beam frame 18; the two ends of the longitudinal beam frame 18 are vertically provided with upright posts 7; the lower end of the upright post 7 at one end is provided with a lifting driven travelling wheel 27 which walks in the water ditch 32, and the lower end of the upright post 7 at the other end is provided with a lifting driving travelling wheel 28 which walks in the bottom 33 of the water ditch; at least one pair of cable groove template traversing mechanisms 11, one pair of side template traversing mechanisms 17 and one pair of water groove template traversing mechanisms 21 are arranged on the longitudinal beam frame 18; the lower end of the cable groove template transverse moving mechanism 11 is provided with a cable groove template lifting cylinder 14; the cable groove template lifting cylinder 14 is connected with two ends of the cable groove template 15; a side template lifting cylinder 19 is arranged at the lower end of the side template transverse moving mechanism 17; the side template lifting cylinder 19 is connected with two ends of the side template 20; the lower end of the water channel template transverse moving mechanism 21 is provided with a water channel template lifting cylinder 8; the water channel template lifting oil cylinder 8 is connected with two ends of the water channel template 9.
Preferably, the upper end of the longitudinal beam frame 18 is provided with a sliding rod 2; the sliding rod 2 is slidably arranged on the cross beam 1.
Preferably, the girder frame 18 includes an upper girder 4 and a lower girder 6 disposed in parallel with each other up and down; and connecting beams 5 are uniformly arranged between the upper longitudinal beam 4 and the lower longitudinal beam 6.
Preferably, the cable groove template traversing mechanism 11, the side template traversing mechanism 17 and the water groove template traversing mechanism 21 are formed by sleeving an outer sleeve 30 and an inner sleeve 29, and the outer sleeve 30 and the inner sleeve 29 are connected through a traversing cylinder 31; the outer sleeve 30 is secured to the longitudinal beam 18.
Preferably, a hanging rod 13 is vertically arranged at the lower end of the cable trench template traversing mechanism 11; the lower end of the boom 13 is connected with a cable trench template 15 through a cable trench template lifting cylinder 14.
Preferably, the upright post 7 is provided with a mounting seat 23, and a sliding sleeve 24 is arranged below the mounting seat 23; a travelling wheel lifting cylinder 25 is arranged at the lower end of the mounting seat 23; the lower end of the travelling wheel lifting cylinder 25 is provided with a lifting rod 26; the lifting rod 26 is arranged in the sliding sleeve 24 in a sliding way; the driving travelling wheel 28 and the driven travelling wheel 27 are respectively arranged at the lower ends of the corresponding lifting rods 26.
Preferably, the sideform traversing mechanism 17 is disposed at the lower end of the upright post 7.
Preferably, the cross sections of the water channel template 9 and the cable channel template 15 are isosceles trapezoid; the water channel template 9 and the cable channel template 15 comprise a bottom plate 43, and side plates 41 are symmetrically hinged to two sides of the bottom plate 43; the center of the bottom plate 43 is provided with a center rod 42; the two sides of the central rod 42 are provided with screw sleeve rods 38, and the screw sleeve rods 38 are in threaded connection with screw rods 39; the end of the screw 39 is provided with a compression spring 40, and the other end of the compression spring 40 is connected with a side plate 41; a connecting rod 34 is arranged above the centers of the water channel template 9 and the cable channel template 15; the two sides of the connecting rod 34 are hinged with telescopic rods 37; a telescopic shaft 44 at the end of the telescopic rod 37 is hinged with the side plate 41; the telescopic rod 37 is provided with an adjusting bolt 36.
Preferably, two ends of the side plate 41 are hinged with folded plates 45; two flaps 45 at the same end are hinged to each other.
Preferably, the top end of the side plate 41 is hinged with a baffle 35 turned inwards.
The invention has the specific application principle that:
the width of the total support 12 can be adjusted by controlling the extension and retraction of the total transverse moving oil cylinder 3, so that the tunnel construction requirements of different widths are met.
The water groove templates 9, the cable groove templates 15 and the side templates 20 are all integral templates, certain demoulding inclination is formed on two sides of the templates, all the templates are arranged between the front upright post and the rear upright post, all the templates are arranged below the longitudinal beam frame, so that the demoulding speed is improved, and the processing quality of the groove is ensured.
The main support 12 is composed of a vertical column 7, a longitudinal beam frame 18, a driving travelling wheel 28, a driven travelling wheel 27 and a template lifting and traversing mechanism, wherein the vertical column 7 is arranged at the end head of the longitudinal beam frame 18, and does not occupy the transverse space of a tunnel.
The cable trench template lifting cylinder 14 and the cable trench template traversing mechanism 11 are connected to the longitudinal beam frame 18, and can position, lift and traverse the cable trench template 15, wherein the positioning and lifting are completed by the cable trench template lifting cylinder 14, and the positioning and traversing are completed by the outer sleeve 30, the inner sleeve 29 and the traversing cylinder 31 in the horizontal direction.
The water channel template lifting oil cylinder 8 and the water channel template traversing mechanism 21 are connected to the longitudinal beam frame 18, and can position, lift and traverse the water channel template 9, the positioning and lifting are completed by the water channel template lifting oil cylinder 8 in the vertical direction, and the positioning and traversing are completed by the water channel template traversing mechanism 21 in the horizontal direction.
The side template lifting oil cylinder 19 and the side template traversing mechanism 17 are connected to the upright post 7, can be connected to the longitudinal beam frame 18, and can position, lift and traverse the side template 20, wherein the positioning and lifting are completed by the side template lifting oil cylinder 19 in the vertical direction, and the positioning and traversing are completed by the side template traversing mechanism 17 in the horizontal direction.
The driving travelling wheel 28 is connected to the upright post 7 at the front end, the driving travelling wheel walks on a track paved on the bottom surface 33 of the groove at the forefront end, the middle space of a tunnel is not occupied, the driven travelling wheel 27 is connected to the upright post 7 at the rear end, and the driven travelling wheel walks in the constructed water groove 32, and the middle space of the tunnel is not occupied.
The template construction is performed according to the cyclic forward construction of positioning, construction, demoulding, walking to the next station and repositioning. When in positioning, the corresponding templates are positioned by the lifting and transversely moving mechanism cylinders corresponding to the templates; ensuring the position of the template during construction; separating the template from the concrete through a lifting oil cylinder of the template during demoulding; when walking, the mould frame template is driven by the driving and driven walking wheels to move forwards together.
The cross sections of the water channel template 9 and the cable channel template 15 are isosceles trapezoid, so that demoulding inclination is formed, demoulding stability is improved, the water channel template 9 and the cable channel template 15 comprise a bottom plate 43, and side plates 41 are symmetrically hinged to two sides of the bottom plate 43; the center of the bottom plate 43 is provided with a center rod 42; the two sides of the central rod 42 are provided with screw sleeve rods 38, and the screw sleeve rods 38 are in threaded connection with screw rods 39; the end of the screw 39 is provided with a compression spring 40, and the other end of the compression spring 40 is connected with a side plate 41; a connecting rod 34 is arranged above the centers of the water groove template 9 and the cable groove template 15; the two sides of the connecting rod 34 are hinged with telescopic rods 37; a telescopic shaft 44 at the end of the telescopic rod 37 is hinged with the side plate 41; the telescopic rod 37 is provided with an adjusting bolt 36.
The template structure adopts a movable structure, when the lifting oil cylinder drives the connecting rod 34 to lift the water channel template 9 or the cable channel template 15 upwards, the telescopic rod 37 is driven to lift upwards, the telescopic rod 37 pulls the side plates 41 at two sides to turn inwards, so that the side plates 41 at two sides are firstly demoulded, then when the connecting rod 34 continues to lift, the bottom plate 43 is finally pulled to demould, and compared with the common side and bottom surfaces for simultaneous demould, the template structure in the invention can reduce the resistance during demould due to the fact that the side plates 41 are firstly demoulded and then demoulded, improve the stability of demoulded, and ensure the flatness of the groove surface structure of the water channel or the cable channel.
The template structure of the invention can realize the adjustment of the size of the groove, after the adjusting bolt 36 is unscrewed, the telescopic shaft 44 can freely extend or shorten in the telescopic rod 37, the side plates 41 on two sides can be opened or closed, and the adjusting bolt 36 is screwed after the adjusting bolt is adjusted to a proper angle.
The compression spring 40 at the bottom of the template can generate extrusion force to the two side plates 41, and then the balance is realized by matching with the tension of the telescopic rod 37, so that the structure of the template in the use process is ensured to be in a stable and non-deforming state, and meanwhile, when the template is demoulded, the side plates can finish demoulding firstly, and the demoulding speed and quality are improved.
The elasticity of the compression spring 40 can be regulated by rotating the screw 39, when the screw 39 is longer, the extrusion force of the compression spring 40 is larger, the tension of the side plates 41 to two sides is larger, and after the expansion rod 37 is balanced, the firmness of the integral template can be improved, and the deformation degree is reduced; when the screw 39 is shorter, the pressing force of the compression spring 40 is smaller, the tension of the side plate 41 to the two sides is smaller, and the whole template is easier to deform after being balanced by the telescopic rod 37, but the demoulding speed of the side plate 41 can be increased during demoulding, and the whole demoulding speed and demoulding quality are improved.
The baffle 35 can block the upper port of the template to prevent foreign objects from falling into the template.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present invention have been described herein with reference to specific examples, the description of which is intended only to facilitate an understanding of the method of the present invention and its core ideas. The foregoing is merely illustrative of the preferred embodiments of this invention, and it is noted that there is objectively no limit to the specific structure disclosed herein, since numerous modifications, adaptations and variations can be made by those skilled in the art without departing from the principles of the invention, and the above-described features can be combined in any suitable manner; such modifications, variations and combinations, or the direct application of the inventive concepts and aspects to other applications without modification, are contemplated as falling within the scope of the present invention.
Claims (10)
1. An integrated automatic operation vehicle for a ditch cable trough template comprises a main bracket (12), and is characterized in that the main bracket (12) comprises a cross beam (1) at the upper end and longitudinal beam frames (18) which are arranged at two ends of the cross beam (1) and are parallel to each other; the longitudinal beam frame (18) is slidably arranged on the transverse beam (1); the two sides of the cross beam (1) are symmetrically provided with total transverse moving oil cylinders (3); the other end of the total transverse moving oil cylinder (3) is connected with a longitudinal beam frame (18); upright posts (7) are vertically arranged at two ends of the longitudinal beam frame (18); the lower end of the upright post (7) at one end is provided with a lifting driven travelling wheel (27) which walks in the water ditch groove (32), and the lower end of the upright post (7) at the other end is provided with a lifting driving travelling wheel (28) which walks in the bottom surface (33) of the water ditch; the longitudinal beam frame (18) is at least provided with a pair of cable groove template traversing mechanisms (11), a pair of side template traversing mechanisms (17) and a pair of water groove template traversing mechanisms (21); the lower end of the cable groove template transverse moving mechanism (11) is provided with a cable groove template lifting cylinder (14); the cable groove template lifting oil cylinders (14) are connected with two ends of the cable groove template (15); a side template lifting cylinder (19) is arranged at the lower end of the side template transverse moving mechanism (17); the side template lifting oil cylinders (19) are connected with two ends of the side templates (20); the lower end of the water channel template transverse moving mechanism (21) is provided with a water channel template lifting cylinder (8); the water channel template lifting oil cylinder (8) is connected with two ends of the water channel template (9).
2. An integrated ditch cable trough module automatic operation vehicle as claimed in claim 1, characterized in that the upper end of the longitudinal beam frame (18) is provided with a sliding rod (2); the sliding rod (2) is slidably arranged on the cross beam (1).
3. An integrated ditch cable trough module automatic operation vehicle as claimed in claim 1, characterized in that said longitudinal girder frame (18) comprises an upper longitudinal girder (4) and a lower longitudinal girder (6) arranged in parallel up and down; and connecting beams (5) are uniformly arranged between the upper longitudinal beam (4) and the lower longitudinal beam (6).
4. The automatic operation vehicle for the integrated water ditch cable trough template according to claim 1, wherein the cable trough template traversing mechanism (11), the side template traversing mechanism (17) and the water ditch template traversing mechanism (21) are formed by mutually sleeving an outer sleeve (30) and an inner sleeve (29), and the outer sleeve (30) and the inner sleeve (29) are connected through a traversing oil cylinder (31); the outer sleeve (30) is fixed on the longitudinal beam frame (18).
5. The automatic operation vehicle for the integrated ditch cable trough template according to claim 1, wherein a hanging rod (13) is vertically arranged at the lower end of the cable trough template traversing mechanism (11); the lower end of the suspender (13) is connected with a cable trench template (15) through a cable trench template lifting oil cylinder (14).
6. The automatic operation vehicle for the integrated ditch cable trough module according to claim 1, wherein a mounting seat (23) is arranged on the upright post (7), and a sliding sleeve (24) is arranged below the mounting seat (23); a travelling wheel lifting cylinder (25) is arranged at the lower end of the mounting seat (23); the lower end of the travelling wheel lifting cylinder (25) is provided with a lifting rod (26); the lifting rod (26) is arranged in the sliding sleeve (24) in a sliding way; the driving travelling wheel (28) and the driven travelling wheel (27) are respectively arranged at the lower ends of the corresponding lifting rods (26).
7. An integrated ditch cable trough module automatic operation vehicle as claimed in claim 1, characterized in that the side module traversing mechanism (17) is arranged at the lower end of the upright post (7).
8. An integrated gutter cable trough template automatic operation vehicle according to claim 1, wherein the cross section of the gutter template (9) and the cable trough template (15) is isosceles trapezoid; the water channel template (9) and the cable channel template (15) comprise a bottom plate (43), and side plates (41) are symmetrically hinged to two sides of the bottom plate (43); the center of the bottom plate (43) is provided with a center rod (42); screw sleeve rods (38) are arranged on two sides of the central rod (42), and the screw sleeve rods (38) are connected with screw rods (39) in a threaded manner; the end head of the screw rod (39) is provided with a compression spring (40), and the other end of the compression spring (40) is connected with a side plate (41); a connecting rod (34) is arranged above the centers of the water channel template (9) and the cable channel template (15); telescopic rods (37) are hinged to two sides of the connecting rod (34); a telescopic shaft (44) at the end of the telescopic rod (37) is hinged with the side plate (41); an adjusting bolt (36) is arranged on the telescopic rod (37).
9. An integrated ditch cable trough modular board automatic operation vehicle as claimed in claim 8, characterized in that, the two ends of the side board (41) are hinged with folded plates (45); two folded plates (45) at the same end are hinged with each other.
10. An integrated ditch cable trough modular automatic operation vehicle as set forth in claim 8, characterized in that the top ends of the side plates (41) are hinged with inward turned baffles (35).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810533886.4A CN108457677B (en) | 2018-05-29 | 2018-05-29 | Automatic operation vehicle for integrated ditch cable trough template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810533886.4A CN108457677B (en) | 2018-05-29 | 2018-05-29 | Automatic operation vehicle for integrated ditch cable trough template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108457677A CN108457677A (en) | 2018-08-28 |
| CN108457677B true CN108457677B (en) | 2024-02-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810533886.4A Active CN108457677B (en) | 2018-05-29 | 2018-05-29 | Automatic operation vehicle for integrated ditch cable trough template |
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| CN109386295B (en) * | 2018-09-29 | 2020-10-27 | 上海二十冶建设有限公司 | Underground rectangular cross section tunnel structure template construction equipment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001002700A1 (en) * | 1999-07-06 | 2001-01-11 | Tecton Holding Ag | Device for placing sealing films on walls of structures using an adhesive |
| EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
| CN205823300U (en) * | 2016-06-24 | 2016-12-21 | 中铁十八局集团第五工程有限公司 | A kind of construction equipment of ditch cable trench in double track tunnel |
| CN206092023U (en) * | 2016-10-28 | 2017-04-12 | 福建省将乐县远博工程机械制造有限公司 | Ditch cable duct movable trolley that highway tunnel used |
| CN207229128U (en) * | 2017-09-14 | 2018-04-13 | 洛阳高飞桥隧机械有限公司 | A kind of light body channel mould panel assembly of ditch cable trench formwork jumbo |
| CN208236439U (en) * | 2018-05-29 | 2018-12-14 | 湖南五新模板有限公司 | A kind of monoblock type ditch cable trench template automatic job vehicle |
-
2018
- 2018-05-29 CN CN201810533886.4A patent/CN108457677B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001002700A1 (en) * | 1999-07-06 | 2001-01-11 | Tecton Holding Ag | Device for placing sealing films on walls of structures using an adhesive |
| EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
| CN205823300U (en) * | 2016-06-24 | 2016-12-21 | 中铁十八局集团第五工程有限公司 | A kind of construction equipment of ditch cable trench in double track tunnel |
| CN206092023U (en) * | 2016-10-28 | 2017-04-12 | 福建省将乐县远博工程机械制造有限公司 | Ditch cable duct movable trolley that highway tunnel used |
| CN207229128U (en) * | 2017-09-14 | 2018-04-13 | 洛阳高飞桥隧机械有限公司 | A kind of light body channel mould panel assembly of ditch cable trench formwork jumbo |
| CN208236439U (en) * | 2018-05-29 | 2018-12-14 | 湖南五新模板有限公司 | A kind of monoblock type ditch cable trench template automatic job vehicle |
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| CN108457677A (en) | 2018-08-28 |
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