CN118621743A - Slope lining slipform construction trolley and slope lining construction method - Google Patents
Slope lining slipform construction trolley and slope lining construction method Download PDFInfo
- Publication number
- CN118621743A CN118621743A CN202411088997.0A CN202411088997A CN118621743A CN 118621743 A CN118621743 A CN 118621743A CN 202411088997 A CN202411088997 A CN 202411088997A CN 118621743 A CN118621743 A CN 118621743A
- Authority
- CN
- China
- Prior art keywords
- platform
- slope
- construction
- sliding mode
- side template
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/121—Devices for applying linings on banks or the water bottom
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a slope lining slip-form construction trolley and a slope lining construction method, relates to the technical field of slope lining construction, and solves the problems of poor applicability and poor stability of slip-form construction equipment in the prior art. The invention comprises a side template component arranged on a slope and a traction machine arranged at the top or the bottom of the slope, wherein the traction end of the traction machine is connected with a sliding mould platform, a travelling mechanism is arranged on the sliding mould platform, the traction machine is movably arranged on the side template component through the travelling mechanism, a spiral material distributing mechanism is arranged at the front end of the sliding mould platform, a support frame is adjustably arranged on the sliding mould platform, a vibrating row component is arranged on the support frame, and an automatic trowelling machine or a manual trowelling operation platform is connected at the rear of the sliding mould platform. When the movable sliding formwork is used, the side formwork component which is indispensable to the construction site is used as a movable rail of the travelling mechanism, the travelling mechanism and the side formwork component are matched to realize the sliding formwork platform movement, the rail is not required to be additionally paved, the requirement on matched equipment is reduced, the construction efficiency is improved, the construction process is simpler, the construction reliability is maintained, and the movable sliding formwork is beneficial to transition and continuous construction.
Description
Technical Field
The invention relates to the technical field of slope lining construction, in particular to a slope lining slip form construction trolley and a slope lining construction method.
Background
The construction of the slope lining panel is a key link of the construction of the reservoir bank of the pumped storage power station and the construction of other earth and rockfill dams, and the construction quality directly influences the construction quality of the reservoir seepage-proofing panel. At present, a slope panel concrete lining mainly adopts a longitudinal drawing die method, a panel construction is taken as an example, a die body is manufactured according to the panel block width, a side die is fixed along a longitudinal parting, equipment such as a lining trolley and the like is driven to move on a slope in a traction mode by using a tractor, and when the slope panel concrete lining is used, the tractor is mostly arranged at the top of the slope, the self-gravity of the tractor is utilized to drag construction equipment, and concrete is continuously poured from bottom to top. The slope formed after the lining construction is completed needs to be leveled so as to level the formed slope plate.
The Chinese patent publication No. CN116556373A discloses a method for constructing a concrete horizontal and vertical sliding mode combination of a dam and a basin bedding plate, which comprises the following steps: 1. installing a cushion lining construction foundation; 2. performing sand-free concrete construction on the ith bin cushion layer; 3. installing a panel lining construction foundation; 4. and (5) performing concrete construction on the ith bin panel. According to the invention, by installing the transverse guide rail and the longitudinal truss type travelling crane, the longitudinal non-rail sliding and the transverse rail sliding of the sliding mode of the bedding panel are realized, and the travelling crane between the bins is quickly and conveniently transferred, wherein the liftable longitudinal truss type travelling crane provides strong support for the template, so that the running stability of the template is improved, the thickness controllability of the bedding panel is improved, and the panel is uniform in thickness and convenient to demould; in addition, through the sliding mode body and the die body with adjustable mounting height, the height of the die plate can be adjusted in real time along with the deflection deformation of the longitudinal truss type traveling crane, the surface flatness of a cushion layer and a panel formed by construction is ensured, and surface wave fluctuation is avoided.
In this scheme, it is that horizontal and vertical slipform combination's mode is used in fact to construct, still needs on-the-spot extra guide rail of laying to construct when in actual use, and truss length is limited, and slope, spreading surface length are different under different scenes, therefore commonality, the suitability of equipment are relatively poor, and secondly, its equipment integrated level is lower, and occupation space is great when different parts work, and the stability of structure is relatively poor.
Disclosure of Invention
Aiming at the defects in the background technology, the invention provides a slope lining slip-form construction trolley and a slope lining construction method, which solve the problems of poor applicability and poor stability of slip-form construction equipment in the prior art.
The technical scheme of the invention is realized as follows: the utility model provides a slope lining slip form construction trolley, including establishing the side form subassembly on the slope and establishing the tractor at slope top or bottom, the traction end of tractor is connected with the slip form platform, is equipped with running gear on the slip form platform, and movably establishes on the side form subassembly through running gear, and the slip form platform front end is equipped with spiral feed divider, is equipped with the support frame on the slip form platform is adjustable, is equipped with the vibration row subassembly on the support frame, and slip form platform rear is connected with automatic trowelling machine or artifical trowelling operation panel.
Preferably, a plurality of box cavities are formed in the sliding mode platform, a water inlet and a water outlet which are communicated with the box cavities are formed in the sliding mode platform, and inclined planes parallel to the side template assemblies are formed in the bottom of the sliding mode platform.
Preferably, the travelling mechanism comprises a front wheel frame and a rear wheel frame which are vertically arranged on two sides of the sliding mode platform in a sliding mode in pairs in a sliding mode, wherein the front wheel frame is connected with the sliding mode platform through a hydraulic cylinder I and the rear wheel frame is capable of vertically sliding relative to the sliding mode platform under the control of the hydraulic cylinder I; the front wheel frame and the rear wheel frame are respectively provided with a front wheel and a rear wheel in a rotating way, and are matched with the side template component through the front wheel and the rear wheel.
Preferably, the front end of the sliding mode platform is provided with a cantilever, the spiral material distributing mechanism comprises a conveying shaft which is rotatably arranged on the cantilever, the conveying shaft is in transmission connection with a driving motor which is fixedly arranged on the sliding mode platform, auger blades are symmetrically arranged on two sides of the conveying shaft, and the conveying directions of the auger blades face to two ends; and the cantilever is provided with a pouring baffle plate which is positioned behind the conveying shaft.
Preferably, the support frame is vertically arranged on the sliding mode platform in a sliding mode, a hydraulic cylinder II is arranged between the sliding mode platform and the support frame, and the vibrating row assembly is fixedly arranged on the support frame; the vibrating row assembly comprises a plurality of vibrating bars which are vertically arranged, and the vibrating bars are fixed on the supporting frame at equal intervals.
Preferably, the side template assembly comprises a lower side template, a hinge is arranged on the outer side of the lower side template and is connected with an upper side template through the hinge, and a gap between the upper side template and the lower side template is used for setting a water stop belt; the side walls of the upper side template and the lower side template are provided with reinforcing connecting plates at equal intervals, and the reinforcing connecting plates are detachably connected with the upper side template and the lower side template through bolts respectively.
Preferably, the automatic trowelling machine comprises a bracket which is hinged with the sliding mode platform or in traction connection, a height adjusting mechanism is arranged on the bracket, and a driver which is in transmission fit with the roller shaft is arranged on the bracket; a plurality of buffer mechanisms are circumferentially and equidistantly arranged on the roll shaft, and all the buffer mechanisms are connected with a wiping sheet.
Preferably, the bracket comprises two parallel beams, the two beams are connected through telescopic columns, the height adjusting mechanism comprises a screw nut fixed on one of the beams, the screw nut is in threaded connection with the screw, the screw penetrates through the other beam and is fixedly provided with a blocking cap at the end part of the screw, the blocking cap is in sliding penetration with an adjusting lever, the beams are provided with through holes for the screw to penetrate through, and a buffer spring is arranged between the two beams; the buffer mechanism comprises a spring fixed on the roll shaft, the spring is fixedly connected with a wiping sheet, and the wiping sheet is an arc-shaped sheet.
Preferably, the tractor comprises a crawler-type moving platform, a large arm is fixedly arranged on the crawler-type moving platform, a telescopic arm is hinged to the upper end of the large arm, a tractor is fixedly arranged on the fixed end of the telescopic arm, a guide wheel assembly is arranged at the movable end of the telescopic arm, and the traction end of the tractor penetrates through the guide wheel assembly and is fixedly connected with the sliding mode platform; hydraulic cylinders are arranged between the fixed end of the telescopic arm and the crawler-type mobile platform and between the fixed end of the telescopic arm and the movable end of the telescopic arm; the crawler-type mobile platform is provided with a tensioning piece, and the crawler-type mobile platform is detachably connected with the base plate through the tensioning piece.
The slope lining construction method adopts the slope lining slip form construction trolley, and comprises the following steps:
step S1: dividing the slope to be lined into a plurality of construction sections which are arranged continuously, fixedly arranging side template components on two sides of a designated construction section, and paving a reinforcing steel bar net rack on the slope of the construction section between the side template components.
Step S2: the sliding mode platform is lifted and arranged on the side template component through the travelling mechanism and is arranged near the bottom of the slope.
Step S3: the traction machine is fixedly arranged at the top or the bottom of the slope in pairs, the traction end of the traction machine is connected with the sliding mode platform, the traction end of the traction machine is directly connected with the sliding mode platform when arranged at the top of the slope, the fixed pulley is fixedly arranged at the top of the slope when arranged at the bottom of the slope, and the traction end of the traction machine bypasses the fixed pulley.
Step S4: dumping the concrete material on the slope, and pulling the slipform platform to move upwards along the side template assembly by the tractor, and uniformly paving the concrete material by utilizing the front-end spiral material distributing mechanism.
Step S5: the vibration row assembly is utilized to vibrate the paved concrete materials along with the movement, and the support frame is adjusted along with the movement, so that the vibration row assembly is driven to cross the hollow of the steel bar net rack, and the vibration row assembly and the steel bar net rack are prevented from collision during the movement.
Step S6: the concrete materials vibrated and compacted are smoothed along with the movement by utilizing an automatic smoothing machine behind the sliding mode platform, or manually smoothed on a manual smoothing operation platform.
The invention has the beneficial effects that: when the movable sliding formwork is used, the side formwork component which is indispensable to the construction site is used as a movable rail of the travelling mechanism, the travelling mechanism and the side formwork component are matched to realize the sliding formwork platform movement, the rail is not required to be additionally paved, the requirement on matched equipment is reduced, the construction efficiency is improved, the construction process is simpler, the construction reliability is maintained, and the movable sliding formwork is beneficial to transition and continuous construction.
According to the automatic trowelling machine, the roller shaft is arranged, the supporting foundation is provided for the installation of the buffer mechanism and the trowelling piece, the roller shaft can be driven to rotate through the arrangement of the driver to synchronously drive the trowelling piece on the roller shaft to rotate along with the roller shaft, the rotation power for driving the roller shaft is arranged, so that the slope is trowelled in a mode of imitating manual trowelling, the quality problem caused by the mode of pulling and rolling in the prior art is avoided, and a certain trowelling force can be maintained through the arrangement of the buffer mechanism, so that the trowelling quality is better. Through setting up high adjustment mechanism, on the one hand can be according to the distance of actual scene regulation smear relative concrete face, can also realize simultaneously adjusting smear the trowelling pressure that the smear applyed the concrete face.
The tractor of the invention provides reliable moving and supporting foundation for the whole device by arranging the crawler-type moving platform; the large arm is matched with the telescopic arm and the traction machine to provide a supporting structure with traction capacity, and meanwhile, the large arm is matched with the telescopic capacity of the telescopic arm, so that the equipment can be lifted and moved when construction is completed; through setting up the leading wheel subassembly, can carry out the adaptability adjustment to traction angle and gesture when drawing, improve structural stability. The base plate is arranged to be pressed on the ground below the crawler-type moving platform when in use, and is fixedly connected with the crawler-type moving platform through the tensioning piece, so that the contact area between the crawler-type moving platform and the ground and the uniformity of pressing the ground are increased, and the damage to the slope body during traction is avoided or reduced; simultaneously, the crawler-type mobile platform and the base plate are pulled together, so that the anti-overturning capacity is improved, and the tractor has stronger stability.
Drawings
In order to more clearly illustrate the embodiments of the present invention, the drawings that are required for the description of the embodiments will be briefly described below, it being apparent that the drawings in the following description are only some embodiments of the present invention and that other drawings may be obtained from these drawings without inventive effort for a person of ordinary skill in the art.
FIG. 1 is a schematic view of the present invention in use;
FIG. 2 is a schematic diagram of a sliding mode platform according to the present invention;
FIG. 3 is a schematic view of a spiral feed mechanism according to the present invention;
FIG. 4 is a schematic diagram of a sideform assembly according to the present invention;
FIG. 5 is a schematic view of a vibrating row assembly according to the present invention;
FIG. 6 is a schematic view of a running gear of the present invention;
FIG. 7 is a schematic view of the structure of the automatic trowelling machine of the present invention;
FIG. 8 is an enlarged schematic view of the trowelling machine of the present invention;
FIG. 9 is a schematic view of the arrangement of the wiper according to the present invention;
FIG. 10 is a schematic diagram of a tractor according to the present invention;
FIG. 11 is an enlarged schematic view of the tractor of the present invention;
FIG. 12 is an enlarged schematic view of the tractor and base plate of the present invention;
FIG. 13 is a schematic view of a tension member according to the present invention;
FIG. 14 is a schematic view of the present invention with a manual trowelling platform.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1,2 and 3, embodiment 1 is a slope lining slip-form construction trolley, which comprises a side form assembly 1 arranged on a slope and a tractor 2 arranged at the top or bottom of the slope, wherein the traction end of the tractor 2 is connected with a slip-form platform 3, a travelling mechanism 4 is arranged on the slip-form platform 3, and the slip-form platform is movably arranged on the side form assembly 1 through the travelling mechanism 4. When the sliding formwork assembly is used, the side formwork assemblies 1 are arranged in pairs, are fixedly arranged on a slope in parallel to form two moving tracks, so that the travelling mechanisms 4 on two sides of the sliding formwork platform 3 are matched, and the sliding formwork platform 3 moves from the bottom of the slope to the top of the slope along with the construction progress under the traction of the traction machine 2, and meanwhile, the paving construction is realized. In the embodiment, the side template assembly 1 which is indispensable to a construction site is taken as a moving track of the travelling mechanism 4, the travelling mechanism 4 is matched with the side template assembly 1 to realize the movement of the sliding template platform 3, the track is not required to be additionally paved, the requirement on matched equipment is reduced, the construction efficiency is improved, the construction process is simpler, the construction reliability is maintained, and the transition and continuous construction are facilitated.
In addition, as shown in fig. 3 and 5, a spiral material distributing mechanism 5 is arranged at the front end of the slipform platform 3, and the spiral material distributing mechanism 5 can synchronously pave concrete materials along with the movement of the slipform platform 31 during construction. The slipform platform 3 is provided with the support frame 6 in an adjustable way, the support frame 6 is provided with the vibrating row assembly 7, and the vibrating row assembly 7 can vibrate paved concrete according to requirements when paving concrete, so that paving quality is improved. The slip form platform 3 rear is connected with automatic trowelling machine 8 or artifical trowelling operation panel, can utilize automatic trowelling machine 8 to carry out trowelling to the concrete material that vibrates and compact along with the removal during the use, perhaps carry out artifical trowelling by the manual work on artifical trowelling operation panel.
The slope lining construction method adopts the slope lining slip form construction trolley, and comprises the following steps:
step S1: dividing the slope to be lined into a plurality of construction sections which are arranged continuously, fixedly arranging side template components on two sides of a designated construction section, and paving a reinforcing steel bar net rack on the slope of the construction section between the side template components.
Step S2: the sliding mode platform is lifted and arranged on the side template component through the travelling mechanism and is arranged near the bottom of the slope.
Step S3: the traction machine is fixedly arranged at the top or the bottom of the slope in pairs, the traction end of the traction machine is connected with the sliding mode platform, the traction end of the traction machine is directly connected with the sliding mode platform when arranged at the top of the slope, the fixed pulley is fixedly arranged at the top of the slope when arranged at the bottom of the slope, and the traction end of the traction machine bypasses the fixed pulley.
Step S4: dumping the concrete material on the slope, and pulling the slipform platform to move upwards along the side template assembly by the tractor, and uniformly paving the concrete material by utilizing the front-end spiral material distributing mechanism.
Step S5: the vibration row assembly is utilized to vibrate the paved concrete materials along with the movement, and the support frame is adjusted along with the movement, so that the vibration row assembly is driven to cross the hollow of the steel bar net rack, and the vibration row assembly and the steel bar net rack are prevented from collision during the movement.
Step S6: and (3) trowelling the concrete materials vibrated and compacted along with the movement by utilizing an automatic trowelling machine behind the sliding formwork platform, or manually trowelling on a manual trowelling operation platform by manpower, and after the construction is finished, setting the concrete, and dismantling the side formwork assembly for subsequent construction.
As a further alternative embodiment, after the first construction section is paved, the construction of the next construction section can be carried out at intervals from one construction section, and the construction is carried out according to the process of the steps S1-S6. And finally, for the separated construction sections, a side template component is not required to be arranged, a travelling mechanism of the sliding-mode platform is directly placed on the formed concrete slope surfaces on two sides, and the construction is carried out by traction movement of a tractor. Or alternatively
In embodiment 2, as shown in fig. 3, 4 and 5, on the basis of embodiment 1, a side form assembly 1 includes a lower side form 23, a hinge 24 is provided on the outer side of the lower side form 23, and is connected to an upper side form 25 through the hinge 24, and a gap between the upper side form 25 and the lower side form 23 is used for setting a water stop 26. In the architectural design of general great engineering, because can not pour in succession, especially the domatic pouring needs to go on by sections, consequently set up the waterstop in every section gap department, can play waterproof purpose, this embodiment directly pours the waterstop into domatic concrete in, can better satisfy the sealing requirement, avoids appearing leaking the phenomenon.
The side walls of the upper side template 25 and the lower side template 23 are provided with reinforcing connection plates 27 at equal intervals, and the reinforcing connection plates 27 are detachably connected with the upper side template 25 and the lower side template 23 through bolts respectively. In this embodiment, since the water stop is mostly made of rubber, in the standing posture of the upper template 25, the reinforcing connection plate 27 can be fixed to the upper template 25 and the lower template 23 by bolts at the same time, so as to maintain the standing posture of the upper template 25, and avoid the water stop 26 from being damaged due to the fact that the water stop is completely pressed against the water stop 26.
As a further embodiment, diagonal braces are provided at equal intervals on the side walls of the lower template 23, which can better form connection and support with the sloping ground.
In use of the present embodiment, the lower die plate 23 is fixed on a slope, the upper die plate 25 is in an upright posture, one side of the water stop 26 is disposed at the gap between the upper die plate 25 and the lower die plate 23, and then the position between the upper die plate 25 and the lower die plate 23 is reinforced by the reinforcing connection plate 27. Then, a steel bar net frame is arranged between the lower side templates 23 on two sides during construction, and then the sliding mode platform 3 is lifted and pressed above the upper side templates 25, and the travelling mechanisms 4 on two sides are respectively matched with the upper side templates 25 on two sides.
Embodiment 3, a slope lining slipform construction trolley, on the basis of embodiment 2, slipform platform 3 is box slipform platform 3, specifically sets up a plurality of box cavitys in slipform platform 3 inside, is equipped with water inlet and outlet 10 with box cavity intercommunication on the slipform platform 3. In this embodiment, valves are disposed on the water inlet and the water outlet 10, and tap water is poured into the cavity of the box through the water inlet after the sliding-mode platform 3 is lifted onto the side-mode plate assembly 1 before use, so as to increase the weight of the whole sliding-mode platform 3, thereby being capable of contacting with concrete materials in sliding construction under traction and compacting the vibrated concrete materials, and promoting the molding of the concrete materials.
As a further embodiment, the bottom of the sliding mode platform 3 is provided with an inclined plane parallel to the top surface of the upper side template 25 of the side template assembly 1, and the inclined plane is used for contacting with the concrete material in a movable mode, so that the paved concrete material can be smoothed and compacted along with the movement, and the phenomenon that the concrete material slides down under the vibration of the vibrating row assembly 7 can be reduced or avoided.
In embodiment 4, on the basis of embodiment 3, as shown in fig. 3 and 6, the travelling mechanism 4 comprises a front wheel frame 11 and a rear wheel frame 12 which are vertically arranged on two sides of the sliding mode platform 3 in a sliding mode in pairs, the front wheel frame 11 is respectively connected with the sliding mode platform 3 through a hydraulic cylinder I13 and the rear wheel frame 12, and can vertically slide relative to the sliding mode platform 3 under the control of the hydraulic cylinder I13, so that the distance and the parallelism of the sliding mode platform 3 relative to the top surface of the upper side template 25 can be adjusted according to actual scene requirements, and the posture of the sliding mode platform 3 is controlled according to actual conditions.
As a further embodiment, the front wheel frame 11 and the rear wheel frame 12 are respectively provided with a front wheel 14 and a rear wheel 15 in a rotating manner, and are matched with the side template assembly 1 through the front wheel 14 and the rear wheel 15. In this embodiment, the front wheel 14 is a cylindrical roller, the rear wheel 15 is a sheave, the width of the front wheel 14 is greater than the width of the rear wheel 15, and in the concrete spreading stage, the flatness of the concrete materials conveyed to the two ends by the spiral material distributing structure at a position close to the upper side template 25 is poor, so that uneven concrete is rolled by utilizing the width of the front wheel 14 to improve the flatness. The rear wheel 15 is provided as a sheave capable of being engaged with the upper die plate 25 when moving, thereby playing a limiting role in the width direction. The grooves milled by the rear wheel 15 are smoothed in the subsequent finishing process.
Embodiment 5, a slope lining slipform construction trolley, on the basis of embodiment 4, be equipped with cantilever 16 at slipform platform 3 front end, spiral feed divider 5 is including rotating the conveying axle 17 of establishing on cantilever 16, and conveying axle 17 is connected with the driving motor 18 drive who establishes fixedly on slipform platform 3, and the symmetry is equipped with auger blade 19 on the conveying axle 17 and the direction of delivery of auger blade 19 all faces both ends. In this embodiment, three cantilevers 16 are disposed in front of the sliding mode platform 3, two ends and a middle portion of the conveying shaft 17 are respectively in running fit with the three cantilevers 16, and auger blades 19 on two sides of the cantilever 16 in the middle portion are opposite in rotation direction, so that the conveying shaft 17 can uniformly convey concrete materials in the middle portion to the two ends when driven by the driving motor 18 to rotate.
As a further embodiment, a pouring baffle 20 is provided on the cantilever 16 and the pouring baffle 20 is located behind the conveying shaft 17. In this embodiment, pour the baffle and be the arc, because construction shop front is the inclined plane, set up to pour the baffle and can avoid the concrete material to cross the dragon blade from the top and can not be carried to both ends when removing, lead to spreading unevenness, pour the baffle and less in the clearance between the dragon blade, through pouring baffle and auger blade 19 cooperation, promote to carry more to make the concrete carry more evenly, the roughness is higher.
Embodiment 6, on the basis of embodiment 5, support frame 6 slides vertically and establishes on slipform platform 3, is equipped with pneumatic cylinder II 21 between slipform platform 3 and the support frame 6, and vibration row subassembly 7 is fixed to be established on support frame 6. Specifically, the vibrating row assembly 7 comprises a plurality of vibrating bars 22 which are vertically arranged, and the vibrating bars 22 are fixed on the supporting frame 6 at equal intervals. In this embodiment, the vibrating rod 22 is a conventional concrete vibrating rod, and can vibrate when inserted into a concrete material, so that the concrete material is more compact, and meanwhile, internal bubbles are discharged, so that the molding quality is improved. In this embodiment, during construction, the hydraulic cylinder ii 21 extends to drive the support frame 6 to move downward, so that the lower end of the vibrating rod 22 is inserted into the concrete material, and a vibrating effect is achieved. Along with the upward movement of the sliding mode platform 3 along the inclined plane, the vibrating rod 22 can touch the pre-paved steel bar net rack, at the moment, the hydraulic cylinder II 21 is controlled to shrink, the supporting frame 6 and the vibrating rod 22 are driven to move upwards, and the vibrating rod is inserted into the steel bar net rack again for vibrating.
Embodiment 7, a slope lining slipform construction trolley, on the basis of embodiment 6, as shown in fig. 7 and 8, the automatic trowelling machine 8 comprises a support 28 hinged or traction-connected with the slipform platform 3, a height adjusting mechanism 29 is arranged on the support 28, a driver 31 in transmission fit with a roll shaft 30 is arranged on the support 28, the driver 31 can drive the roll shaft 30 to rotate, and in this embodiment, the driver 31 adopts a conventional driving motor 18. Alternatively, the bracket 28 of the automatic trowelling machine 8 may be hinged directly to a rear cantilever 100 provided at the rear end of the slipform platform 3. Correspondingly, a pull rope is arranged between the support 28 and the sliding mode platform 3, and the support 28 is directly lowered to the roller shaft 30 to be in contact with the concrete surface through the pull rope when in use, or the rear end of the sliding mode platform 3 is hinged with a hydraulic telescopic rod, and the telescopic end of the hydraulic telescopic rod is hinged with the support 28, so that the support 28 is controlled to be lowered by the hydraulic telescopic rod. The sliding mode platform 3 and the automatic trowelling machine 8 can be separated, the sliding mode platform 3 and the automatic trowelling machine 8 are sequentially hung above the side template assembly 1 during hanging, and then are connected only through conventional connecting pieces such as connecting ropes, and the automatic trowelling machine 8 is pulled to move along with the movement of the sliding mode platform 3 during use. In this case, rollers are provided below the support 28, which can cooperate with the tracks formed by the sideform assembly 1, so as to set the instant noodle harvester on the tracks in a movable manner, moving in a pulling manner.
In this embodiment, a plurality of buffer mechanisms 32 are circumferentially equidistant on the roller shaft 30, and the buffer mechanisms 32 are all connected with a trowelling piece 33, and the buffer mechanisms can maintain a certain trowelling force, so that trowelling quality is better.
When the automatic trowelling machine 8 is used, the automatic trowelling machine 8 moves along with the paving and vibrating construction of the slipform trolley on concrete, trowelling construction is synchronously carried out on the paved concrete surface from the rear, the driver 31 is started during trowelling, the driver 31 drives the roll shaft 30 to rotate relative to the support 28, the trowelling sheets 33 on the roll shaft 30 are synchronously driven to rotate along with the roll shaft 30, the trowelling sheets 33 arranged along with the rotation circumference are contacted with the concrete surface one by one and slide, trowelling processing is carried out on a slope in a mode of simulating manual trowelling, and the quality problem caused by a pulling rolling mode in the prior art is avoided. By adjusting the height adjusting mechanism 29 during construction, the distance between the wiper 33 and the concrete surface can be adjusted according to the actual scene, and the trowelling pressure of the wiper 33 applied by the buffer mechanism 32 to the concrete surface can be adjusted at the same time, so that the molding quality is better.
As a further embodiment, the bracket 28 comprises two parallel beams 34, and the two beams 34 are connected by a telescopic column 35. In this embodiment, a support bracket is fixedly arranged on one side of the upper beam 34, the driving motor 18 is fixedly arranged on the support bracket, and the main shaft of the driving motor 18 is in transmission connection with the roll shaft 30 through a belt transmission pair. As a further embodiment, the cross beams 34 on both sides are connected by connecting rods 66, thereby making the structure more stable and stronger.
In addition, the height adjusting mechanism 29 includes a screw nut 36 fixed to one of the cross members 34, and in this embodiment, the screw nut 36 is welded to the cross member 34, and the screw nut 36 is screwed with the screw 37. A through hole which is used for allowing a screw rod 37 to pass through is formed in the other cross beam 34, the screw rod 37 passes through the other cross beam 34 through the through hole so that the screw rod 37 can slide relative to the other cross beam 34, a blocking cap 38 is fixedly arranged at the end part of the screw rod 37, and a buffer spring is arranged between the two cross beams 34. In this embodiment, the buffer spring is disposed inside the telescopic column, the telescopic column includes two outer cylinders, and the two outer cylinder ends are nested and disposed and can slide relatively along the axial direction, and the buffer spring is disposed between the two outer cylinders, so as to contract or relax along with the relative sliding of the two outer cylinders. In addition, the retaining cap 38 is slidably provided with an adjusting lever 39, and the retaining cap 38 can be driven to rotate by holding the adjusting lever 39, so that the screw rod 37 is synchronously driven to rotate.
In this embodiment, the two beams 34 are correspondingly disposed up and down, the screw nut 36 is welded and fixed on the beam 34 at the lower side, under the action of the buffer spring, the two beams 34 are in a state of being opened under the normal state, the lower end of the screw 37 is in threaded connection with the screw nut 36, the lower surface of the blocking cap 38 is attached to the upper surface of the upper beam 34, the roll shaft 30 is connected on the beam 34 at the upper side, when the height of the roll shaft 30 needs to be adjusted, the screw 37 is rotated by the adjusting lever 39, under the cooperation of the screw 37 and the screw nut 36, the buffer spring is compressed at the same time by the beam 34 at the lower side of the blocking cap 38, or the blocking cap 38 moves upwards, and the upper beam 34 is pushed upwards relative to the beam 34 under the relaxation action of the buffer spring, so as to change the height position of the roll shaft 30 connected with the upper beam 34.
As a further embodiment, the roller shaft 30 includes a central shaft 301, a roller 302 is coaxially and fixedly disposed on the central shaft 301, and an end of the central shaft is rotatably engaged with a shaft seat 303 fixedly disposed on the upper beam 34. The driver 31 is fixed on a support bracket on the upper cross beam 34 and is connected with the central shaft in a transmission way through a belt transmission pair. In addition, in this embodiment, the axle seat 303 is fixedly disposed on the upper beam 34 and located between the two beams 34, so that the structure is more compact and the space occupation is more reasonable.
In addition, the buffer mechanism 32 includes mounting bars 304 circumferentially and equally spaced and fixedly arranged on the surface of the roller 302, and springs 40 are equally spaced and fixedly arranged on the mounting bars 304 and fixedly connected with the wiper 33 through the springs 40. In this embodiment, six mounting bars 304 are provided, and are welded and fixed on the surface of the drum. The springs 40 are welded and fixed to the mounting bar, and each wiper 33 is fixedly connected with two springs 40.
As a further embodiment, the wiper 33 is an arc-shaped piece, and a connecting block 305 is fixedly arranged on the inner side of the arc-shaped piece, and the connecting block 305 is fixedly connected with the spring 40. Set up to the arc piece, can better cooperation roller 30 rotate realize with the laminating of concrete face slip trowelling, scrape the concrete when avoiding the contact concrete face, influence the quality.
In this embodiment, as shown in fig. 9, a gap is left between the arc sheets connected with the same mounting strip, the gap width is smaller than the axial length of the arc sheets, and the arc sheets on adjacent mounting strips are staggered and only the ends are overlapped, so that the arc sheets on the previous mounting strip can just be smoothed by the arc sheets on the next mounting strip when the arc sheets are in contact with the concrete surface to smooth the area left by the gap, and the manual actual smoothing operation is more attached. Meanwhile, the gap is arranged, so that the area of the arc-shaped piece on the same mounting strip to be smoothed simultaneously can be reduced, the phenomenon that the quality is affected due to the fact that the concrete surface generates too large reaction force is avoided due to the fact that the single smoothing area is larger is avoided.
In embodiment 8, as shown in fig. 14, on the basis of embodiment 6, a manual trowelling operation platform 99 is directly and fixedly connected to the rear end of the sliding formwork platform 3, and along with the movement of the sliding formwork platform 3, a person directly performs trowelling operation on a concrete surface on the manual trowelling operation platform in a squatting posture.
Example 9, a slope lining slip-form construction trolley, on the basis of example 7 or 8, as shown in fig. 10 and 11, the tractor 2 comprises a crawler-type moving platform 41, and the crawler-type moving platform 41 provides a reliable moving and supporting foundation for the whole device. The crawler-type mobile platform 41 is fixedly provided with a large arm 42, the upper end of the large arm 42 is hinged with a telescopic arm 43, the fixed end of the telescopic arm 43 is fixedly provided with a traction machine 44, the movable end of the telescopic arm 43 is provided with a guide wheel assembly 45, and the traction end of the traction machine 44 passes through the guide wheel assembly 45 and is fixedly connected with the sliding mode platform 3. The big arm 42 cooperates flexible arm 43 and hauler 44 for this traction crane possesses basic traction capacity, and cooperation leading wheel assembly 45 can carry out the adaptability adjustment to traction angle and gesture when drawing, improves structural stability. In addition, all be equipped with pneumatic cylinder 46 between telescopic boom 43's stiff end and crawler-type moving platform 41, telescopic boom 43's stiff end and expansion end to the realization can be controlled telescopic boom 43's flexible and every single move, better adaptation traction gesture utilizes telescopic boom 43's flexible ability simultaneously, hangs the removal to equipment when the construction is accomplished. In addition, in this embodiment, the crawler-type moving platform 41 is provided with a tension member 401, and is detachably connected to the base plate 47 by the tension member. The base plate 47 can be pressed on the ground below the crawler-type moving platform 41 in use, and the tightening piece 401 is fixedly connected with the crawler-type moving platform 41, so that the contact area between the crawler-type moving platform 41 and the ground and the uniformity of pressing the ground are increased, and the damage to a slope body in traction is avoided or reduced.
When the traction crane is used, according to the setting of the actual construction requirement, the base plate 47 is firstly arranged at the position corresponding to the traction crane to be erected, then the crawler-type movable platform 41 is moved to the base plate 47, meanwhile, the telescopic direction of the telescopic arm 43 faces the corresponding equipment direction to be towed, then the base plate 47 is connected with the crawler-type movable platform 41 through the towing piece, so that the traction crane has stronger stability, and traction and fixation on the crawler-type movable platform 41 are formed, and the anti-capsizing capability is improved. The guy wires of the traction machine 44 are then connected with equipment to be towed after passing through the guide wheel assembly 45, the telescopic arms 43 are lifted to a proper angle through the hydraulic cylinders 46 between the fixed ends of the telescopic arms 43 and the crawler-type moving platform 41, and then the traction machine 44 is controlled to carry out towing. After construction is completed, the hydraulic cylinder 46 between the fixed end and the movable end of the telescopic arm 43 is controlled to stretch, the length of the telescopic arm 43 is increased, and then the telescopic arm 43 is lifted and the cable of the traction machine 44 is recovered, so that equipment is lifted off a construction surface, the traction machine 2 is directly used for lifting the sliding mode platform 3, the traction machine 2 is arranged at the top of a slope, and the traction machine 2 is arranged at the bottom and is required to be lifted off by a site crane. As a further alternative, after lifting the apparatus off the construction surface, the traction members are disconnected, the crawler-type moving platform 41 is moved and the apparatus is lowered onto the ground.
In this embodiment, the large arm 42 includes a base plate 402, the base plate 402 is fixed to the crawler-type moving platform 41 by bolts, a pair of split arms 403 are symmetrically and fixedly arranged on the base plate, and the upper ends of the split arms 403 are respectively hinged to two sides of the telescopic arm 43. In this embodiment, by providing two separate arms 403, more powerful support can be provided to the telescopic arm 43, and the strength of the structure can be improved.
As a further embodiment, the telescopic arm 43 is a double-arm telescopic arm 43, one end of the double-arm telescopic arm 43 is provided with a hinge base 404, and the telescopic arm is hinged with the boom 42 through the hinge base 404, and the traction machine 44 is fixedly arranged above the hinge base 404. In this embodiment, a hinge shaft is fixedly disposed on the hinge seat, and two ends of the hinge shaft are hinged to two split arms of the large arm 42 respectively. In addition, the dual-arm telescopic arm 43 includes a pair of symmetrically arranged sleeve arms 405, the sleeve arms 405 are fixedly connected through a fixing block 406, one end of the sleeve arm 405 is fixedly connected with the hinge base, and the other end is slidably matched with the movable arm 407. In this embodiment, the hydraulic cylinder 46 includes a first hydraulic cylinder and a second hydraulic cylinder, the first hydraulic cylinder is provided on one side of the sleeve arm, and the extending end of the first hydraulic cylinder is hinged to one side of the end of the movable arm. Thereby drive the movable arm through the flexible of first pneumatic cylinder and slide flexible relative sleeve arm. The lower side of the middle part of the sleeve arm and the crawler-type mobile platform 41 are respectively provided with a hinge seat, two ends of the second hydraulic cylinder are respectively hinged with the two hinge seats, and the pitching angle of the sleeve arm is controlled by controlling the expansion and contraction of the second hydraulic cylinder.
As a further embodiment, the guide wheel assembly 45 includes a support frame 408 hinged between the ends of the two movable arms, on which a pair of rollers 409 are symmetrically disposed, and between the two rollers, an arc-shaped groove is disposed for the cable of the traction machine 44 to pass through. In this embodiment, the supporting frame 408 is a rectangular frame, two sides of the rectangular frame are hinged to ends of two movable arms respectively, and two rollers are vertically and correspondingly rotatably arranged at an opening of the rectangular frame. The two rollers 409 are arc rollers with concave middle parts, when the two rollers are arranged in parallel correspondingly, arc grooves are formed in the concave middle parts between the opposite sides of the two rollers, and the formed arc grooves can meet the swinging of the cable in the traction moving process.
As an alternative embodiment, the crawler-type moving platform 41 is provided with a bearing seat with a vertically arranged axis and capable of rotating, and the base plate and the hinge seat connected with the second hydraulic cylinder are all fixed on the bearing seat through bolts, so that the change of the orientation angle of the whole large arm 42 and the telescopic arm 43 is realized.
As a further embodiment, as shown in fig. 12 and 13, the base plate 47 includes a plate body 410, and the plate body 410 is provided with ribs 411, so that the ribs can improve the bending resistance of the plate body and avoid bending of the plate body caused by the stress of the traction crawler-type moving platform 41. And hanging rings I412 used for being connected with the tensioning piece are arranged on two sides of the plate body. The crawler-type moving platform 41 is provided with a hanging ring II 413 which is used for being connected with a tensioning piece. In this embodiment, four rings I are set up in total on every side of the plate body, and rings II are four too, and are rectangle evenly distributed.
As a further embodiment, a pair of parallel transverse bars are disposed on each side of the plate 410, the transverse bars are perpendicular to the ribs, and the two transverse bars respectively correspond to two tracks of the crawler-type moving platform, so that the crawler-type moving platform 41 can be blocked and limited along the vertical direction of the vehicle body, and the pulling stability is further improved. Meanwhile, as an alternative scheme, through holes are formed in four corners of the plate body, drill rods are arranged in the through holes in a penetrating mode in use, and the drill rods are inserted into the slope body to achieve fixation, so that stability of the structure is improved.
As an alternative embodiment, the tensioning member 401 comprises a connecting rod 4011, both ends of which are connected with a screw 4012 in a threaded manner, and the end of the screw is provided with a hook 4013 for connecting with the lifting ring i and the lifting ring ii. In this embodiment, the screw threads on two sides are opposite in rotation direction, and when the crawler-type moving platform 41 and the plate body are connected and fixed, the hooks on two ends are connected with the hanging ring I and the hanging ring II respectively, and then the connecting rod is rotated to tighten the screw threads on two sides, so that the crawler-type moving platform 41 and the plate body are pulled and fixed.
As another alternative implementation mode, the connecting piece is a guy cable, the guy cable is respectively connected with the lifting ring I and the lifting ring II, and when the connecting piece is used, two ends of the guy cable are respectively bound and fixed with the lifting ring I and the lifting ring II, so that the relative position between the crawler-type movable platform 41 and the plate body is fixed.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.
Claims (10)
1. The utility model provides a slope lining slipform construction trolley which characterized in that: including establishing side form subassembly (1) on the slope and establishing tractor (2) at slope top or bottom, the traction end of tractor (2) is connected with slipform platform (3), be equipped with running gear (4) on slipform platform (3), and movably establish on side form subassembly (1) through running gear (4), slipform platform (3) front end is equipped with spiral feed mechanism (5), adjustable support frame (6) that are equipped with on slipform platform (3), be equipped with on support frame (6) and vibrate row subassembly (7), slipform platform (3) rear is connected with automatic trowelling machine (8) or manual trowelling operation panel.
2. The slope lining slipform construction trolley of claim 1, wherein: a plurality of box cavities are formed in the sliding mode platform (3), a water inlet and a water outlet (10) which are communicated with the box cavities are formed in the sliding mode platform (3), and inclined planes parallel to the side template assembly (1) are formed in the bottom of the sliding mode platform (3).
3. The slope lining slipform construction trolley of claim 2, wherein: the travelling mechanism (4) comprises a front wheel frame (11) and a rear wheel frame (12) which are vertically arranged on two sides of the sliding mode platform (3) in a sliding mode in pairs, wherein the front wheel frame (11) is connected with the sliding mode platform (3) through a hydraulic cylinder I (13) and the rear wheel frame (12) respectively, and can vertically slide relative to the sliding mode platform (3) under the control of the hydraulic cylinder I (13); the front wheel frame (11) and the rear wheel frame (12) are respectively provided with a front wheel (14) and a rear wheel (15) in a rotating way, and the front wheel (14) and the rear wheel (15) are matched with the side template assembly (1).
4. A slope lining slipform construction trolley as claimed in claim 3, wherein: the front end of the sliding mode platform (3) is provided with a cantilever (16), the spiral material distributing mechanism (5) comprises a conveying shaft (17) which is rotatably arranged on the cantilever (16), the conveying shaft (17) is in transmission connection with a driving motor (18) which is fixedly arranged on the sliding mode platform (3), two sides of the conveying shaft (17) are symmetrically provided with auger blades (19), and the conveying directions of the auger blades (19) face to two ends; a pouring baffle (20) is arranged on the cantilever (16), and the pouring baffle (20) is positioned behind the conveying shaft (17).
5. The slope lining slipform construction trolley set forth in claim 4, wherein: the support frame (6) is vertically arranged on the sliding mode platform (3) in a sliding mode, and a hydraulic cylinder II (21) is arranged between the sliding mode platform (3) and the support frame (6); the vibrating row assembly (7) comprises a plurality of vibrating bars (22) which are vertically arranged, and the vibrating bars (22) are fixed on the supporting frame (6) at equal intervals.
6. The slope lining slipform construction trolley set forth in claim 5, wherein: the side template assembly (1) comprises a lower side template (23), a hinge (24) is arranged on the outer side of the lower side template (23), the lower side template is connected with an upper side template (25) through the hinge (24), and a gap between the upper side template (25) and the lower side template (23) is used for setting a water stop belt (26); the side walls of the upper side template (25) and the lower side template (23) are provided with reinforcing connecting plates (27) at equal intervals, and the reinforcing connecting plates (27) are detachably connected with the upper side template (25) and the lower side template (23) through bolts respectively.
7. The slope lining slipform construction trolley of any one of claims 1-6, wherein: the automatic trowelling machine (8) comprises a bracket (28) which is hinged or traction-connected with the slip-form platform (3), a height adjusting mechanism (29) is arranged on the bracket (28), and a driver (31) which is in transmission fit with the roll shaft (30) is arranged on the bracket (28); a plurality of buffer mechanisms (32) are circumferentially and equidistantly arranged on the roll shaft (30), and the buffer mechanisms (32) are connected with a wiping sheet (33).
8. The slope lining slipform construction trolley set forth in claim 7, wherein: the support (28) comprises two parallel beams (34), the two beams (34) are connected through a telescopic column (35), the height adjusting mechanism (29) comprises a screw nut (36) fixed on one beam (34), the screw nut (36) is in threaded connection with a screw (37), the screw (37) penetrates through the other beam (34) and is fixedly provided with a blocking cap (38) at the end part of the screw (37), an adjusting lever (39) is arranged on the blocking cap (38) in a sliding mode, a through hole for the screw (37) to penetrate is formed in the beam (34), and a buffer spring is arranged between the two beams (34); the buffer mechanism (32) comprises a spring (40) fixed on the roll shaft (30), the spring (40) is fixedly connected with the wiping sheet (33), and the wiping sheet (33) is an arc-shaped sheet.
9. The slope lining slipform construction trolley of claim 8, wherein: the traction machine (2) comprises a crawler-type mobile platform (41), a large arm (42) is fixedly arranged on the crawler-type mobile platform (41), a telescopic arm (43) is hinged to the upper end of the large arm (42), a traction machine (44) is fixedly arranged on the fixed end of the telescopic arm (43), a guide wheel assembly (45) is arranged at the movable end of the telescopic arm (43), and the traction end of the traction machine (44) penetrates through the guide wheel assembly (45) and is fixedly connected with the sliding mode platform (3); hydraulic cylinders (46) are arranged between the fixed end of the telescopic arm (43) and the crawler-type mobile platform (41) and between the fixed end and the movable end of the telescopic arm (43); the crawler-type mobile platform (41) is provided with a tensioning piece, and is detachably connected with the base plate (47) through the tensioning piece.
10. A slope lining construction method adopting the slope lining slipform construction trolley according to any one of claims 1-9, characterized by comprising the following steps:
Step S1: dividing the slope to be lined into a plurality of construction sections which are arranged continuously, fixedly arranging side template assemblies (1) on two sides of a designated construction section, and paving a reinforcing steel bar net rack on the construction section slope between the side template assemblies (1);
step S2: the sliding mode platform (3) is lifted and is arranged on the side template component (1) through the travelling mechanism (4) and is arranged near the bottom of the slope;
step S3: the traction machine (2) is fixedly arranged at the top or the bottom of a slope in pairs, the traction end of the traction machine (2) is connected with the sliding mode platform (3), the traction end of the traction machine (2) is directly connected with the sliding mode platform (3) when arranged at the top of the slope, a fixed pulley is fixedly arranged at the top of the slope when arranged at the bottom of the slope, and the traction end of the traction machine (2) bypasses the fixed pulley;
Step S4: pouring the concrete material on a slope, and enabling a traction machine (2) to traction a slip form platform (3) to move upwards along a side form assembly (1), and uniformly paving the concrete material by utilizing a screw material distributing mechanism (5) at the front end;
Step S5: the paved concrete materials are vibrated by the vibrating and discharging assembly (7) along with the movement, and meanwhile, the supporting frame (6) is adjusted along with the movement, so that the vibrating and discharging assembly (7) is driven to pass through the hollow of the steel bar net rack, and the vibrating and discharging assembly (7) is prevented from colliding with the steel bar net rack during the movement;
step S6: the concrete materials vibrated and compacted are smoothed along with the movement by utilizing an automatic smoothing machine (8) behind the slip form platform (3), or manually smoothed on a manual smoothing operation platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202411088997.0A CN118621743A (en) | 2024-08-09 | 2024-08-09 | Slope lining slipform construction trolley and slope lining construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202411088997.0A CN118621743A (en) | 2024-08-09 | 2024-08-09 | Slope lining slipform construction trolley and slope lining construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN118621743A true CN118621743A (en) | 2024-09-10 |
Family
ID=92610593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202411088997.0A Pending CN118621743A (en) | 2024-08-09 | 2024-08-09 | Slope lining slipform construction trolley and slope lining construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118621743A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119825430A (en) * | 2025-01-22 | 2025-04-15 | 中国水利水电第三工程局有限公司 | Core-penetrating trolley for inclined shaft lining |
| CN120443596A (en) * | 2025-07-10 | 2025-08-08 | 浙江江南春建设集团有限公司 | An integrated steel sliding formwork for seawall slope protection and construction method |
-
2024
- 2024-08-09 CN CN202411088997.0A patent/CN118621743A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119825430A (en) * | 2025-01-22 | 2025-04-15 | 中国水利水电第三工程局有限公司 | Core-penetrating trolley for inclined shaft lining |
| CN120443596A (en) * | 2025-07-10 | 2025-08-08 | 浙江江南春建设集团有限公司 | An integrated steel sliding formwork for seawall slope protection and construction method |
| CN120443596B (en) * | 2025-07-10 | 2025-10-03 | 浙江江南春建设集团有限公司 | Integrated steel slip lifting die for pond slope protection and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113585017B (en) | Road cement concrete distributing, vibrating and paving integrated equipment and using method thereof | |
| CN118621743A (en) | Slope lining slipform construction trolley and slope lining construction method | |
| CN113400440B (en) | Concrete vibrating and leveling machine for railway prefabricated box beams | |
| CN101250877A (en) | Sliding form parallel translation concrete lining machine as well as construction method thereof | |
| CN108867419A (en) | A kind of cast-in-place box culvert rapid molding device and construction method | |
| CN210766266U (en) | Highway construction is with floating device | |
| CN106593469A (en) | Trolley for construction of inverted arch | |
| US4884958A (en) | Apparatus for setting up and pouring concrete forms | |
| CN102747733B (en) | Pouring machine and pouring method for concrete of road shoulder on high-speed railroad bed section | |
| CN119177867A (en) | Tunnel bottom plate longitudinal needle beam slip form trolley | |
| US5035592A (en) | Apparatus for concrete supply and form vibration | |
| CN217710201U (en) | Full-automatic truss type laser ultrasonic double-control leveling full-width bridge floor paver | |
| CN202672156U (en) | High-speed-railway roadbed-section road-shoulder concrete pouring machine | |
| CN211547804U (en) | Cantilever type retaining wall rapid construction device | |
| CN216786758U (en) | Integrated paving equipment | |
| CN110065145B (en) | Self-adaptive external mold system for concrete prefabrication | |
| CN218711987U (en) | Road surface leveling equipment | |
| CN222862186U (en) | A water tank type slipform machine for slope lining construction | |
| CN117365570A (en) | Hydraulic movable inverted arch trestle tunnel inverted arch construction method and equipment | |
| CN116556373B (en) | Dam and basin bedding slab concrete transverse and longitudinal sliding mode combined construction method | |
| CN115897967A (en) | An automatic vibration and leveling device and method for a large-area concrete floor | |
| CN116497769B (en) | Concrete slip form lining machine for face plates of dams and reservoir basins | |
| CN116971332A (en) | Multifunctional slope paver tractor | |
| CN117286763A (en) | Fully automatic truss-type laser ultrasonic dual-control leveling full-width bridge deck paver | |
| CN111287238B (en) | Highway shoulder slope trimming device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |