CN106193069A - A kind of equipment integrating for side slope concrete protection - Google Patents
A kind of equipment integrating for side slope concrete protection Download PDFInfo
- Publication number
- CN106193069A CN106193069A CN201610789261.5A CN201610789261A CN106193069A CN 106193069 A CN106193069 A CN 106193069A CN 201610789261 A CN201610789261 A CN 201610789261A CN 106193069 A CN106193069 A CN 106193069A
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- China
- Prior art keywords
- template
- track
- concrete
- hopper
- side slope
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Classifications
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- 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
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- 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
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Abstract
The invention discloses a kind of equipment integrating for side slope concrete protection, by main framing system, operating room, dynamical system, running gear, excavation system, template system, concrete distributing, vibrate and (flatten, wipe one's face) system, curing system, monitoring system, hydraulic system and automation control system composition, can be by the excavation groove of side slope concrete protection, the installation of template and check, concreting molding (includes cloth, vibrate, press polish, polish) and form removable combine together and carry out, disposably roadbed side slope concrete protection can be poured molding simultaneously, simple structure, safe and reliable to operation, easy construction, improve production efficiency, reduce construction cost, it is effectively accomplished concrete construction quality requirement.
Description
Technical field
The present invention relates to roadbed side slope concrete protection technical field of construction, be specially one for side slope concrete protection
Equipment integrating.
Background technology
The traditional construction technology of the many employings of roadbed side slope protection works is constructed, and all utilizes and manually carries out excavating groove,
Use fritter gang form (or plank sheathing) to carry out termination and the bracing reinforcement of superstructure template and dismounting, take construction to complete
One section, the method carrying out next section after dismounting is constructed, and the method working procedure is numerous and diverse, construction more difficulty and hand excavation
Groove construction efficiency is low.If roadbed body uses chemical modifying soil to fill, arched framework (or grid) is taked to carry out bank protection
Construction, then arch (grid) channel excavation constructional difficulties, the construction period is long, and superstructure dash adds along (or grid) shuttering supporting
Gu difficulty, after having constructed, the Concrete Structure Design size and construction quality require to be difficult to be guaranteed, thus cause side slope to be mixed
Solidifying soil safeguard structure integral linear weak effect, is difficult to reach the requirement of on-the-spot civilized construction during construction；According to on-the-spot human resources
Input situation be analyzed: if roadbed body use chemical modifying soil fill, utilize traditional construction technique to carry out large area arch
During the construction of shape skeleton (or grid) side slope concrete protection, owing to construction work amount is big, for ensureing roadbed side slope concrete protection
Structure design size, construction safety quality and construction speed, need to put into substantial amounts of human and material resources and equipment carries out construction operation,
Considerably increasing construction cost, extend the construction period, in work progress, quality safety process control cannot be protected simultaneously
Barrier.
Summary of the invention
The roadbed body that chemical modifying soil (or element soil) fills is present invention aims to for the problems referred to above, it is provided that
One can improve construction production efficiency, reduces personnel and puts into, reduces the one for side slope concrete protection of construction cost
Equipment, and this simple in equipment, processing and fabricating cost is low, and can be to the sizing punching block of arched framework (grid) side slope protection
Plate quality-controlling parameters carries out checking adjustment.Technical scheme is as follows:
A kind of equipment integrating for side slope concrete protection, including slope top line walking apparatus and slope bottom row walking apparatus, and across
The main framing of the domatic rectangle being connected between slope top line walking apparatus and slope bottom row walking apparatus；Main framing direction of advance side is provided with
Track is run in front side, and front side is run track and is provided with supporting leg, and supporting leg is provided with adjustable hydraulic compressing cylinder, is provided with excavation bottom supporting leg
Pick；Being additionally provided with the straight line transport track being parallel to front side operation track on main framing, straight line transports track and is connected to template storage
Deposit district；Main framing is arranged right below template track, and template track is arranged at casting space both sides along groove, and passes through active link
Track is connected to straight line and transports track, and active link track is connected to main framing by rotary shaft, and template include soil body mould with
Superstructure template；Being additionally provided with operation between the template track of casting space both sides and run track, operation sets in running track
Plug-in type vibrating rod and pressing, surface finishing device, operation operation track is had to be connected to straight line also by active link track and transport rail
Road；Main framing is also arranged above being connected to the hopper of casting space by concrete transport telescoping tube.
Further, also including the water tank being arranged on the top line walking apparatus of slope, water tank is connected to hopper by maintenance pipe.
Further, described main framing is connected respectively at the bottom of slope top line walking apparatus and slope by the hydraulic jack of supertronic degree
Running gear.
Further, arranging template and run draw-in groove in described template track, template is provided for dismounting in running draw-in groove
The template telecontrol equipment of template.
Further, also include the elevating hopper for accepting concrete in pump truck and the hopper for transfer concrete,
Elevating hopper is connected to hopper by charging belt machine, and hopper is connected to hopper by equipment of conveyer.
Further, also include that template support body, template track are connected on main framing by template support body, template support body
On be additionally provided with the adjustable hydraulic compressing cylinder of adjusting template, described superstructure template and template track are provided with for detection template
The induction apparatus of position.
Further, described superstructure template back surface is provided with for controlling concreting by monitor stress
The stress induction device of speed.
Further, described superstructure template back surface is provided with for controlling concreting by monitor stress
The stress induction device of speed.
Further, it is provided with for monitoring concrete discharging speed and putting in storage in described hopper and concrete transport telescoping tube
The induction apparatus of temperature.
The invention has the beneficial effects as follows:
1) present invention can be by excavation groove, the installation of template and the check of side slope concrete protection, concreting molding (bag
Include cloth, vibrate, press polish, polish) and form removable combine together and carry out, can disposably by roadbed side slope concrete protection simultaneously
Pour molding；
2) present invention achieves and realize automated machine in roadbed arch (grid) side slope concrete protection engineering large-area construction
Operation, when previous structure skeleton assembly, can be changed structural framework, works template border template rail system, available
The construction of effect same, the equally valid effect reaching primary concreting molding is carried out in Other Engineering position；
3) present invention not only solves drawback and the shortcoming of traditional construction technique, more achieves work progress information system management,
Both it had been effectively accomplished job site and had collected checking of data and work progress experimental test data, be easy to again in the later stage coagulation
The inspection of soil property amount and checking and accepting；
4) present invention not only simple structure, safe and reliable to operation, easy construction, greatly reduce operation people in work progress
Member, goods and materials and the input of equipment, improve again production efficiency, reduce construction cost, instead of traditional construction technology, simultaneously
It is effectively accomplished concrete construction quality requirement, it is ensured that the linear and presentation quality of arch (grid) side slope concrete protection
Requirement.
Accompanying drawing explanation
Fig. 1 is the present invention plane structure chart for the equipment integrating of side slope concrete protection.
Fig. 2 is the generalized section in Fig. 1 at A-A.
Fig. 3 be the present invention for the equipment integrating of side slope concrete protection concrete distributing, vibrate (flatten, wipe one's face) rail
The installation site in road and running orbit figure.
Fig. 4 is the present invention front view for the equipment integrating of side slope concrete protection.
Fig. 5 is the present invention lateral side view for the equipment integrating of side slope concrete protection.
Fig. 6 is superstructure template of the present invention and template track connection diagram.
Fig. 7 is that plug-in type vibrating of the present invention rod runs track connection diagram with operation.
Fig. 8 is pressing, surface finishing device runs track connection diagram with operation.
In figure: 1-main framing；11-rotary shaft；12-supporting leg；The hydraulic jack of the 13-regulation gradient；2-slope top line walking apparatus；
21-hopper；22-water tank；23-maintenance pipe；24-equipment of conveyer；25-hopper；26-concrete transport telescoping tube；27-elevating hopper；
28-charging belt machine；3-slope bottom row walking apparatus；Track is run on front side of 4-；41-adjustable hydraulic compressing cylinder；42-excavates pick；5-
Operation runs track；6-active link track；7-straight line transports track；8-template track；81-superstructure template；82-template
Storage area；83-template telecontrol equipment；84-template runs draw-in groove；9-plug-in type vibrating rod；10-flattens, surface finishing device.
Detailed description of the invention
With specific embodiment, the present invention is described in further details below in conjunction with the accompanying drawings.As it is shown in figure 1, it is a kind of for limit
The equipment integrating of slope concrete protection, concrete structure includes slope top line walking apparatus 2 and slope bottom row walking apparatus 3, and across domatic
The main framing 1 of the rectangle being connected between slope top line walking apparatus 2 and slope bottom row walking apparatus 3；Main framing 1 direction of advance side is provided with
Track 4 is run in front side, and front side is run track 4 and is provided with supporting leg 12, and supporting leg 12 is provided with adjustable hydraulic compressing cylinder 41, supporting leg 12 end
Portion is provided with excavation pick 42；Being additionally provided with the straight line transport track 7 being parallel to front side operation track 4 on main framing 1, straight line transports rail
Road 7 is connected to template storage area 82；Main framing 1 is arranged right below template track 8, and template track 8 is arranged at along groove and pours sky
Between both sides, and be connected to straight line by active link track 6 and transport track 7, active link track 6 is connected to by rotary shaft 11
Main framing 1, and template includes soil body mould and superstructure template 81；It is additionally provided with between the template track 8 of casting space both sides
Operation operation track 5(is as shown in Figure 2), operation is provided with plug-in type vibrating rod 9 and pressing, surface finishing device 10, behaviour in running track 5
Make to run track 5 and be connected to straight line transport track 7 also by active link track 6；Main framing 1 is also arranged above being transported by concrete
Telescoping tube 26 is connected to the hopper 25 of casting space.
To on the whole, this equipment is by main framing system, operating room, dynamical system, running gear, excavation system, template
System, concrete distributing, vibrate (flatten, wipe one's face) system, curing system, monitoring system, hydraulic system and Automated condtrol system
System composition.
Main framing system is assembled by angle steel and bolt, can be any when assembly according to the length of roadbed side slope
Lengthening or shorten, main framing is connected on the running gear at the bottom of Po Ding, slope, uses connecting pin bolt to be attached, at work progress
In, available computer automation control system controls hydraulic system and carries out adjusting main framing according to design slope ratio.
Operating room is formed by controlling device, computer control system and display monitoring system；Control device major control
Manage running gear and the dynamical system of this automation integrated equipment；Management is controlled by computer control system and display monitoring system
Excavation system processed, template system, monitoring device system and hydraulic system.
The dynamical system of this equipment is made up of Diesel engine, total motor and three separated motors, utilizes Diesel engine
Thering is provided power for automation integrated equipment, make equipment walk, total motor and separated motor for equipment provide electric energy, by always simultaneously
Motor controls separated motor, and guarantee each device of equipment carry out properly functioning three separated motors be respectively provided be arranged on top, slope,
In running gear at the bottom of slope and excavation system.
The running gear of this equipment is formed by controlling device, running gear and power set, controls device and is arranged at behaviour
Make indoor, utilize operation button can control running gear and power set；Running gear fills according to the walking of excavator, bull-dozer
Putting and be configured, this running gear includes rail chain type (or rubber tyre formula), is mounted with on the running gear top at the bottom of slope to drive
Room, operating room, diesel-driven generator and motor, arrange total motor, total hydraulic jack and motor on the running gear on top, slope, opening
Dig and installation motor is set on the operation track of system；Power set are mainly provided kinetic energy by diesel-driven generator, through a series of
Power transmission, finally pass to each position of automation integrated equipment arrange device on, it is ensured that each device is properly functioning.
The excavation system of this equipment is formed by running track, adjustable hydraulic compressing cylinder and excavation worth, runs track even
Being connected on main framing direction of advance to be separately provided, excavating device moves up and down also along track, is controlled out by computer
Dig the speed that device orbits, utilize adjustable hydraulic compressing cylinder to control excavation worth, it is possible to be controlled by computer
Three worth of excavation system upper, middle and lower are the most at the uniform velocity excavated, and；Utilize the excavation worth connected on adjustable hydraulic compressing cylinder
Enter the cutting depth of slope soil, it is ensured that groove disposably excavates molding.
Template system: be made up of template rail system, template system and template stocking system, template rail system connects
At two side lower parts of main framing, template track 8 is with bolts assembled, can be changed shape according to design requirement
(such as arch, square, circular etc.), arranges template in template track 8 and runs draw-in groove 84, and template arranges template in running draw-in groove 84
Telecontrol equipment 83, can be used to assembling and disassembling template, and structure is as shown in Figure 6.Left and right sides template can be by the independent fortune of template track 8
Row installation form, at the rectilinear orbit of both sides, is each provided with active link track, can be carried out to each by active link track
Arch dispersion template；Template system is made up of soil body mould and the superstructure template 81 of lower channel, and soil body mould is at roadbed
The groove utilizing excavation system to excavate according to design physical dimension in side slope forms, and superstructure template 81 is according to design dash
The set shaped steel formwork made along size, can carry out installing, removing by template track；Template stocking system is divided into the left and right sides,
The set shaped steel formwork of processing and fabricating can be stored, to be onstructed complete after, template is taken in stocking system.Also include template frame
Body, template track 8 is connected on main framing 1 by template support body, template support body is additionally provided with the adjustable hydraulic of adjusting template
Oil cylinder, described superstructure template 81 and template track 8 are provided with the induction apparatus for detection template position.
Concrete distributing system is by elevating hopper, charging belt machine, hopper, equipment of conveyer, hopper, concrete delivery tube group
Becoming, elevating hopper 27 is used for accepting concrete in pump truck, and hopper 21 is for transfer concrete, and elevating hopper 27 is by charging belt machine
28 are connected to hopper 21, and hopper 21 is connected to hopper 25 by equipment of conveyer 24.It is additionally provided with baffle plate at each hopper, is pouring
During concrete, controlling concrete mix well, concrete carries out from bottom to top casting concrete by concrete delivery tube.
The attached vibrator that vibrating system is installed by plug-in type vibrating rod and superstructure template back surface forms, mixed
Solidifying soil pours in soil body mold process, when, after the predetermined altitude reaching computer installation, being arranged on the plug-in type on the left of main framing and shake
Dynamic rod will run, along operation, the concrete that track 5 carries out vibrating in clay model, as shown in Figure 7；When concreting to top keeps off
Water along time, available be arranged on induction apparatus monitoring device in template and carry out the change of detection template stress, and show coagulation at CRT picture
The height that soil pours, when casting concrete reaches the predetermined altitude of computer installation, computer automatically turns on superstructure mould
The attached vibrator of back carries out vibrated concrete, and the frequency data that vibrate detected by induction monitoring device, if inspection
When surveying maximum (or minima) that data are arranged more than (or being less than) computer program, computer shakes automatically adjusting adhesion type
The frequency of vibration smash, effective guarantee concrete pouring construction quality；Flatten, the system of wiping one's face is by running track pressing, wiping one's face
Device forms, and after concreting completes, opens and is arranged on the pressing on the right side of Tectonic Framework, device of wiping one's face along operation operation
Track 5 runs, as shown in Figure 8, and pressing, troweling concrete.Concrete distributing, the installation of (flatten, the wipe one's face) track that vibrates
Position and running orbit are as shown in Figure 3.
Curing system is made up of water tank and maintenance pipe, and water tank 22 is arranged on slope top line walking apparatus 2, by maintenance pipe 23
It is connected to hopper 25.In advance water is loaded water tank, by maintenance pipe, hopper is delivered in water transport, entered by concrete transport telescoping tube
Row curing concrete, and it is carried out hopper, concrete transport telescoping tube, it is possible to it is carried out template.Concrete structure such as Fig. 4, Fig. 5
Shown in.
Monitoring system is made up of various sensing devices, data communication apparatus, and sensing receives processor and data conveyer
It is arranged on operating room, and connects computer；Various sensors are separately mounted to template, feed opening, the concrete conveyance mouth of pipe, water tank
The positions such as the maintenance mouth of pipe, skeleton and hydraulic jack, can control the operation of equipment in work progress constantly；Data communication is mainly entered
Row collects the data of all kinds of induction installations monitoring, and is delivered in computer, be analyzed by the data collected by computer,
Document Solution.As superstructure template 81 back side is provided with the stress of the speed for being controlled concreting by monitor stress
Induction apparatus；It is provided with the sensing for monitoring concrete discharging speed and placement temperature in hopper 25 and concrete transport telescoping tube 26
Device.
Hydraulic system is made up of dynamical element, executive component, control element, auxiliary element and hydraulic oil, hydraulic system
It is divided into total hydraulic oil pump, variable pump, distributing valve and each adjustable separatory pressure oil pump composition, controls total liquid by computer program
Pressure oil pump, variable pump, distributing valve and each adjustable separatory pressure oil pump operate, the adjustable separatory pressure on main framing supporting leg
Oil pump can be controlled the height of skeleton according to design slope ratio, and be adjusted, check main framing.The adjustable hydraulic of excavation system
Pressure oil pump is adjusted, checks excavation worth, it is ensured that the degree of depth reaching design of excavation groove.Main framing 1 is by the regulation gradient
Hydraulic jack 13 be connected respectively to slope top line walking apparatus 2 and slope bottom row walking apparatus 3.
By to construction technology and process production management characteristic analysis, automation control system must is fulfilled for field apparatus
The work such as the detection of state, the control of each device and the display of Technical innova-tion, the collection of data, process and data communication
Task, for realizing this purpose, automation control system should be made up of four parts, i.e. computer data processing system, display monitoring
System, Monitoring Data system and executive control system, the control principle of the most each system is:
Computer data processing system: require according to design drawing, equipment runs and reaches each index etc. in production process, profit
Carry out working out computer control system program by the purpose of this automation control system with computer programming professional, in construction
During, by In-put design drawing data parameter in computer program (by the way of such as roadbed side slope slope ratio, side slope protection,
The channel excavation degree of depth, the speed of service, xoncrete structure size etc.), available computer is to equipment and the operation of each device
And the overall process that construction produces controls in real time, it is analyzed the Various types of data of Monitoring Data systematic collection processing, draws
Conclusion, can require to carry out managing job site equipment Automatic Control according to design drawing, and will detect in work progress
Each data carry out record, and preserve, it is simple to the later stage is to the inspection of concrete quality, examination；
Display monitoring system: automation integrated equipment construction technique uses CRT picture to show, key frame and each subsystem picture energy
The ruuning situation of each equipment construction process of Dynamic Announce (such as: run, stop, fault etc.) and each construction technology data, if
Put specific character display operation, and the functions such as position and time that the result of operation and display break down can be reflected, important
Data (such as the degree of depth, the width of channel excavation, the time of concreting, speed, placement temperature, the frequency that vibrator vibrates,
Position that the binding force of template and fault are occurred by concrete and time etc.) special data should be had show, main device fortune
The situation of row uses lamplight pointing, and arranges alarm, if occurring being unsatisfactory for In-put design requirement (or equipment in work progress
Break down) time, can be pointed out by warning, and small-sized image pickup head, the at any time fortune of facilities for observation are installed on structural framework
Market condition, can arbitrarily regulate and control to observe each CRT picture；
Monitoring Data system: the data monitoring system of automation integrated equipment is to utilize that to be arranged on template, feed opening, concrete defeated
Send the induction installation on the positions such as the mouth of pipe, tank port, skeleton and hydraulic jack to carry out each construction technology Data Detection to collect, and
The data of collection are sent to computer, carry out Data Analysis Services by computer program, it was therefore concluded that, and send corresponding
Instruction；
Automation integrated equipment is to run according to side slope concrete protection construction technology, when entering every one procedure, and behaviour
Author can pass through input through keyboard start stop command, the monitoring device of each operation and execution device and carry out isolated operation, individually controls,
CRT picture shows the position and the data of monitoring that this operation constructs；
Executive control system: before automation integrated equipment construction, technician requires to input construction parameter according to design drawing
In computer program, in work progress, automation integrated equipment utilization diesel-driven generator is driven this plant running, passes through
The adjustable hydraulic compressing cylinder that main framing supporting leg is connected with running gear carries out the ratio of the design slope according to input and adjusts main framing, and will
The data collection of induction installation monitoring is sent to computer, after being analyzed and processed by computer, in the data that CRT picture shows,
Operator according to adjusting each separating device of automation integrated equipment, treats main framing and each point according to on-site actual situations
After device has adjusted, operator first assigns instruction unlatching excavation system and constructs, and auto-control is integrally set by computer
The standby speed run forward and the speed of excavation system excavation, excavation system will be excavated according to the white line of in-site measurement setting-out
Construction, it is ensured that groove once excavates molding, after channel excavation molding, person to be operated assigns the instruction of superstructure model sheetinstallat,
Template rail system brings into operation, and indicating template is run the position installed by CRT picture, and typified form will be along template track
System carries out installation form, and undetermined type template is all run after (arch or grid) put in place along template track, and computer controls
Rotary shaft carries out entire lowering template according to design requirement, it is ensured that template decline tentatively puts in place,
After template tentatively declines and puts in place, operator by after keyboard input template accurate adjustment start stop command, utilize structure template and
The induction apparatus installed on template track is monitored the position of template, meanwhile, the adjustable hydraulic that available template support body connects
Oil cylinder is adjusted the position of template according to the data that computer is collected, track that indicating template is moved by CRT picture and data,
Until template adjusts, installs to the range of error of computer program setting, subsequent processing construction can be carried out, thus reach
The effect of template secondary accurate adjustment；
After template secondary accurate adjustment completes, when pump truck is by concrete delivery to elevating hopper, the induction apparatus that elevating hopper is installed receives letter
After number, can transmit signals to computer, computer assigns charging belt machine and equipment of conveyer operating instruction automatically, under pump truck
After material, by baffle plate, concrete is put into elevating hopper, utilize charging belt machine to be transported to hopper through baffle plate by concrete, then
Utilize equipment of conveyer that concrete transportation to hopper, CRT picture will be shown the weight of hopper concrete and portion to be poured
Position shape of template, operator passes through input through keyboard concreting start stop command, and the control valve opened in hopper pours
Concrete, CRT picture measures, by the side of concreting, the position that indicating template pours, and utilization is arranged on hopper and coagulation
The speed of the induction apparatus monitoring concrete discharging of soil delivery tube and placement temperature, when bottom soil body mould concreting, utilize
The concrete square amount that computer recording pours, after side's amount of concreting reaches predetermined altitude, computer will turn off
Hopper, and open on the left of skeleton install internal vibration rod along run operation run track 5 carry out vibrated concrete, shake
After smashing, continue casting concrete, until concreting, to superstructure template, treats that concreting is to top structure
When making concrete, the stress of template back surface stress induction device monitoring controls the speed of concreting, when superstructure coagulation
When soil pours the predetermined altitude reaching computer input, computer would automatically turn on the form vibrator of template back surface and shakes
Smashing concrete, meanwhile, computer controls feed opening valve and reduces the speed of concreting, and when mount stress sensing in template
During the maximum that the data of device monitoring are arranged more than computer program, it is shinny that monitoring system will send warning, display lamp, and CRT
Picture will show the position at this position, and by the shrinking valve of feed opening carrying out shrinking the speed of perfusion of reduction concrete, directly
Within the scope of reaching computer installation to the stress of template, casting concrete will be proceeded, after concreting completes, open
Open the pressing on the right side of main framing, device of wiping one's face runs track 5 along operation and carries out concrete pressing, wipes one's face.
After concrete surface troweling, operator, by after input through keyboard concrete curing start stop command, opens water tank and supports
The valve of pillar, the water in water tank enters hopper by maintenance pipe, utilizes concrete delivery pipe to carry out mixed to poured
Solidifying soil maintenance (hopper the most capable of washing, concrete conveying pipe), during concrete setting, utilizes the stress being arranged on template back surface
Induction apparatus carries out detecting the concrete stress to template, when the minima that the stress detected is arranged less than computer program,
Representing that template reaches the intensity of form removal, CRT picture shows the relativeness of concrete and template equally, and computer will start automatically
Adjustable hydraulic compressing cylinder on template support body, adjustable hydraulic compressing cylinder is displaced outwardly making template depart from concrete, template rotary shaft
Being lifted up, can complete form removable task, after form removable, computer automatically turns on template rail system, makes template to mould
Plate stocking system contract, and utilize maintenance pipe that template is rinsed.
In construction early stage, after roadbed body has filled, advanced row roadbed side slope cuts slope construction, and carries out equipment integrating
In the section of the testing construction of side slope concrete protection examination, determined by test section construction and be applicable to one for side slope concrete protection
Each operation construction parameter of automation integrated equipment construction, after parameter determination to be onstructed, can use automation integrated equipment
Carrying out large-area construction, concrete work progress divides following step to implement:
The first step: check that device automation control system runs program normal, and the construction parameter of each operation determined is inputted
In automation integrated equipment computer program, it is ensured that import data errorless.
Second step: after roadbed body (chemical modifying soil or element soil) has filled, begin with plant equipment and cut
Slope, after cutting slope and completing, is gone out bridge arch shape (grid) side slope concrete protection channel excavation line by survey crew setting-out.
3rd step: use manually or crane is by the automation integrated equipment steel structure of roadbed side slope concrete protection engineering construction
Main framing and each sub-device are transported to job site, are manually started and carry out assembly, after assembly completes, the most tentatively adjust steel structure
Skeleton and each system and device.
4th step: manually automation integrated equipment steel llex cornuta frame and each system and device being carried out secondary accurate adjustment, accurate adjustment is complete
Cheng Hou, opens and releases the button, and starts diesel-driven generator and generates electricity, and drives dynamic equipment to run, and begins preparing for construction.
5th step: automation integrated equipment runs to the initial construction location of roadbed side slope concrete protection, utilizes main bone
The adjustable hydraulic compressing cylinder installed on frame supporting leg carries out adjusting main framing, and the data collection monitored by induction installation according to slope ratio
Being sent to computer, after being analyzed and processed by computer, in the data that CRT picture shows, operator is according to on-site actual situations
Adjusting each separating device of automation integrated equipment, after main framing and each separating device have adjusted, operator first assigns
Instruction is opened excavation system and is constructed, and speed and excavation system that auto-control equipment integrating is run forward by computer are opened
The speed dug, the white line according to in-site measurement setting-out is carried out excavation construction by excavation system, it is ensured that groove once excavates molding, treats
After channel excavation molding, person to be operated assigns the instruction of superstructure model sheetinstallat, and template rail system brings into operation, CRT picture
On by indicating template run install position, typified form will carry out installation form, undetermined type template along template rail system
All running after (arch or grid) put in place along template track, computer controls rotary shaft and carries out under entirety according to design requirement
Fall template, it is ensured that template decline tentatively puts in place.
6th step: after template tentatively declines and puts in place, operator, by after keyboard input template accurate adjustment start stop command, utilizes
The induction apparatus installed in structure template and template track is monitored the position of template, and meanwhile, available template support body connects
Adjustable hydraulic compressing cylinder is adjusted the position of template according to the data that computer is collected, and indicating template is moved by CRT picture
Track and data, until template adjusts, installs to the range of error of computer program setting, can carry out subsequent processing and execute
Work, thus reached the effect of template secondary accurate adjustment.
7th step: after template secondary accurate adjustment completes, when pump truck is by concrete delivery to elevating hopper, the sensing that elevating hopper is installed
After device receives signal, can transmit signals to computer, charging belt machine assigned automatically by computer and equipment of conveyer runs
Instruction, after pump truck blanking, puts into elevating hopper by baffle plate by concrete, utilizes charging belt machine to be transported through baffle plate by concrete
Transporting to hopper, recycling equipment of conveyer is by concrete transportation to hopper, and CRT picture is by the weight of display hopper concrete
With position template shape to be poured, operator passes through input through keyboard concreting start stop command, opens the control in hopper
Valve carries out casting concrete, and CRT picture measures, by the side of concreting, the position that indicating template pours, and utilization is arranged on down
The speed of the induction apparatus monitoring concrete discharging of hopper and concrete transportation pipe and placement temperature, in bottom, soil body mould concrete waters
When building, utilizing the concrete square amount that computer recording pours, after side's amount of concreting reaches predetermined altitude, computer will
It is automatically switched off hopper, and the internal vibration rod opening installation on the left of skeleton vibrates along running operation operation track 5
Concrete, after vibrating, continues casting concrete, until concreting is to design superstructure template, treats coagulation
When soil pours to superstructure concrete, the stress of template back surface stress induction device monitoring controls the speed of concreting,
When superstructure concreting reaches the predetermined altitude of computer input, computer would automatically turn on the attachment of template back surface
Formula vibrator carries out vibrated concrete, and meanwhile, computer controls feed opening valve and reduces the speed of concreting, and works as template
During the maximum that the data of upper mount stress induction apparatus monitoring are arranged more than computer program, monitoring system will send warning, refer to
Show that lamp is shinny, and CRT picture will show the position at this position, and reduce concrete by carrying out the shrinking valve of feed opening shrinking
Speed of perfusion, until within the scope of the stress of template reaches computer installation, casting concrete will be proceeded, will treat concrete
After having poured, open the pressing on the right side of main framing, device of wiping one's face runs track 5 along operation and carries out concrete pressing, wipes one's face.
8th step: after concrete surface troweling, operator is by, after input through keyboard concrete curing start stop command, opening
The valve of water tank maintenance pipe, the water in water tank enters hopper by maintenance pipe, utilizes concrete delivery pipe to carry out having poured
The concrete curing (hopper the most capable of washing, concrete conveying pipe) become, during concrete setting, utilizes and is arranged on template back surface
Stress induction device carry out detect the concrete stress to template, when the stress detected less than computer program arrange minimum
During value, representing that template reaches the intensity of form removal, CRT picture shows the relativeness of concrete and template equally, and computer will be from
The dynamic adjustable hydraulic compressing cylinder started on template support body, adjustable hydraulic compressing cylinder is displaced outwardly making template depart from concrete, template
Rotary shaft is lifted up, and can complete form removable task, and after form removable, computer automatically turns on template rail system, makes mould
Plate is to template stocking system contract, and utilizes maintenance pipe to be rinsed template.
9th step: after template has been cleaned, it is mobile that operator utilizes control device to drive automatic sliding form apparatus to carry out operation,
During automatic sliding form apparatus moves, maintenance of equipment personnel carry out checking template and each system, set when automation integrated
For when moving to the next position, above-mentioned steps is constructed again.
Claims (9)
1. the equipment integrating for side slope concrete protection, it is characterised in that include slope top line walking apparatus (2) and slope bottom row
Walking apparatus (3), and the main bone across the domatic rectangle being connected between slope top line walking apparatus (2) and slope bottom row walking apparatus (3)
Frame (1)；Main framing (1) direction of advance side is provided with front side and runs track (4), and front side is run track (4) and is provided with supporting leg (12),
Supporting leg (12) is provided with adjustable hydraulic compressing cylinder (41), and supporting leg (12) bottom is provided with excavation pick (42)；Main framing also sets on (1)
Being parallel to front side and run straight line transport track (7) of track (4), straight line transports track (7) and is connected to template storage area (82)；
Main framing (1) is arranged right below template track (8), and template track (8) is arranged at casting space both sides along groove, and by activity
Link track (6) is connected to straight line and transports track (7), and active link track (6) is connected to main framing by rotary shaft (11)
, and template includes soil body mould and superstructure template (81) (1)；It is additionally provided with between the template track (8) of casting space both sides
Operating and run track (5), operation is provided with plug-in type vibrating rod (9) and pressing, surface finishing device (10), operation in running track (5)
Run track (5) and be connected to straight line transport track (7) also by active link track (6)；Main framing (1) is also arranged above passing through
Concrete transport telescoping tube (26) is connected to the hopper (25) of casting space.
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that also include being arranged on
Water tank (22) on slope top line walking apparatus (2), water tank (22) is connected to hopper (25) by maintenance pipe (23).
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that described main framing
(1) it is connected respectively to slope top line walking apparatus (2) and slope bottom row walking apparatus (3) by the hydraulic jack (13) of the regulation gradient.
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that described template track
(8) arranging template in and run draw-in groove (84), template is provided for dismounting the template telecontrol equipment of template in running draw-in groove (84)
(83).
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that also include for holding
Connecing the elevating hopper (27) of concrete in pump truck and be used for the hopper (21) of transfer concrete, elevating hopper (27) passes through charging belt machine
(28) being connected to hopper (21), hopper (21) is connected to hopper (25) by equipment of conveyer (24).
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that also include template frame
Body, template track (8) is connected on main framing (1) by template support body, template support body is additionally provided with the adjustable of adjusting template
Hydraulic jack, described superstructure template (81) and template track (8) are provided with the induction apparatus for detection template position.
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that described superstructure
Template (81) back side is provided with the stress induction device of the speed for being controlled concreting by monitor stress.
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that described superstructure
Template (81) back side is provided with uses attached vibrator.
Equipment integrating for side slope concrete protection the most according to claim 1, it is characterised in that described hopper
(25) and it is provided with the induction apparatus for monitoring concrete discharging speed and placement temperature in concrete transport telescoping tube (26).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610789261.5A CN106193069B (en) | 2016-08-31 | 2016-08-31 | A kind of equipment integrating for side slope concrete protection |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610789261.5A CN106193069B (en) | 2016-08-31 | 2016-08-31 | A kind of equipment integrating for side slope concrete protection |
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| CN106193069A true CN106193069A (en) | 2016-12-07 |
| CN106193069B CN106193069B (en) | 2018-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610789261.5A Active CN106193069B (en) | 2016-08-31 | 2016-08-31 | A kind of equipment integrating for side slope concrete protection |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532662A (en) * | 2018-05-30 | 2018-09-14 | 田振刚 | A kind of subgrade protection construction equipment and its application method |
| CN108673724A (en) * | 2018-07-04 | 2018-10-19 | 中国水利水电第五工程局有限公司 | A kind of integration apparatus for precast concrete construction |
| CN112343056A (en) * | 2020-11-18 | 2021-02-09 | 杨玉庆 | Concrete pouring device for hydraulic engineering building and use method thereof |
| CN113668538A (en) * | 2021-07-20 | 2021-11-19 | 中铁建华南建设有限公司 | Fluid material conveying device |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010285748A (en) * | 2009-06-09 | 2010-12-24 | Tekken Constr Co Ltd | Quality control system for concrete delivered to construction site |
| KR101292096B1 (en) * | 2012-12-04 | 2013-08-08 | 김정영 | Method for constructing soundproof wall or retaining wall and sliding form |
| CN204780926U (en) * | 2015-07-14 | 2015-11-18 | 中国葛洲坝集团股份有限公司 | High -steep concrete slipform pulls controlling means |
| CN204875699U (en) * | 2015-06-08 | 2015-12-16 | 中国水利水电第十一工程局有限公司 | Optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down |
| CN204959758U (en) * | 2015-08-20 | 2016-01-13 | 中国水利水电第十工程局有限公司 | Construction of panel rock -fill dam concrete panel is automatic machine of smearing of repairing of section panel completely |
| CN105442609A (en) * | 2015-11-20 | 2016-03-30 | 山东送变电工程公司 | Self-supporting chute device for pouring of foundation concrete |
| CN205152899U (en) * | 2015-11-20 | 2016-04-13 | 中国水电建设集团十五工程局有限公司 | Concrete face rockfill dam panel construction is with paving, level and wipe one's face integrated device |
| CN205171462U (en) * | 2015-12-12 | 2016-04-20 | 新疆北方建设集团有限公司 | Half section of channel vibrates and moves synovial membrane concrete lining machine |
| CN105714743A (en) * | 2016-04-06 | 2016-06-29 | 山东中博重工机械有限公司 | Crawler type multifunctional concrete lining machine |
| CN206034465U (en) * | 2016-08-31 | 2017-03-22 | 中国水利水电第五工程局有限公司 | A integrative equipment for protection of side slope concrete |
-
2016
- 2016-08-31 CN CN201610789261.5A patent/CN106193069B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010285748A (en) * | 2009-06-09 | 2010-12-24 | Tekken Constr Co Ltd | Quality control system for concrete delivered to construction site |
| KR101292096B1 (en) * | 2012-12-04 | 2013-08-08 | 김정영 | Method for constructing soundproof wall or retaining wall and sliding form |
| CN204875699U (en) * | 2015-06-08 | 2015-12-16 | 中国水利水电第十一工程局有限公司 | Optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down |
| CN204780926U (en) * | 2015-07-14 | 2015-11-18 | 中国葛洲坝集团股份有限公司 | High -steep concrete slipform pulls controlling means |
| CN204959758U (en) * | 2015-08-20 | 2016-01-13 | 中国水利水电第十工程局有限公司 | Construction of panel rock -fill dam concrete panel is automatic machine of smearing of repairing of section panel completely |
| CN105442609A (en) * | 2015-11-20 | 2016-03-30 | 山东送变电工程公司 | Self-supporting chute device for pouring of foundation concrete |
| CN205152899U (en) * | 2015-11-20 | 2016-04-13 | 中国水电建设集团十五工程局有限公司 | Concrete face rockfill dam panel construction is with paving, level and wipe one's face integrated device |
| CN205171462U (en) * | 2015-12-12 | 2016-04-20 | 新疆北方建设集团有限公司 | Half section of channel vibrates and moves synovial membrane concrete lining machine |
| CN105714743A (en) * | 2016-04-06 | 2016-06-29 | 山东中博重工机械有限公司 | Crawler type multifunctional concrete lining machine |
| CN206034465U (en) * | 2016-08-31 | 2017-03-22 | 中国水利水电第五工程局有限公司 | A integrative equipment for protection of side slope concrete |
Non-Patent Citations (1)
| Title |
|---|
| 刘洪海等: "土工布上行驶的履带摊铺机附着性能", 《长江大学学报（自然科学版）》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532662A (en) * | 2018-05-30 | 2018-09-14 | 田振刚 | A kind of subgrade protection construction equipment and its application method |
| CN108673724A (en) * | 2018-07-04 | 2018-10-19 | 中国水利水电第五工程局有限公司 | A kind of integration apparatus for precast concrete construction |
| CN112343056A (en) * | 2020-11-18 | 2021-02-09 | 杨玉庆 | Concrete pouring device for hydraulic engineering building and use method thereof |
| CN113668538A (en) * | 2021-07-20 | 2021-11-19 | 中铁建华南建设有限公司 | Fluid material conveying device |
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| CN106193069B (en) | 2018-05-04 |
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