CN204875699U - Optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down - Google Patents

Optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down Download PDF

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Publication number
CN204875699U
CN204875699U CN201520388963.3U CN201520388963U CN204875699U CN 204875699 U CN204875699 U CN 204875699U CN 201520388963 U CN201520388963 U CN 201520388963U CN 204875699 U CN204875699 U CN 204875699U
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China
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walking
crossbeam
connecting portion
domatic
longeron
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CN201520388963.3U
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卢俊生
陈芝
孙建国
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Sinohydro Bureau 11 Co Ltd
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Sinohydro Bureau 11 Co Ltd
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Abstract

The utility model relates to a concrete lining construction equipment technical field specifically is an optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down. The utility model provides a pair of optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down, include the main couple with the domatic parallel arrangement of channel, the both ends of main couple are connected with first connecting portion and third connecting portion respectively, first mounting bracket and second mounting bracket are all including setting up the slide rail on the frame, slide rail and the gyro wheel accordant connection of setting at the walking floorbar, be equipped with the landing leg of being connected with lead screw screw elevating system on the walking floorbar, bottom end rail and the crossbeam and the track gallows fixed connection of main couple, the track gallows other end is connected with the running gear who is equipped with the swing span, running gear is connected through the drive mechanism who is equipped with on halter and the first mounting bracket, the swing span through at least four unsteady jibs with be equipped with the smoothing device of turning round and be connected, the smoothing device is connected with the swing hydro -cylinder that running gear went up among the hydraulic system who sets up.

Description

A kind of with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect
Technical field
The utility model relates to construction of concrete lining equipment technical field, is specifically related to a kind of with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect.
Background technology
Chinese patent CN204225453U provides a kind of and receives limit finisher, and it includes motor, horizon detector, display screen, frame, wherein, is provided with discoidal troweling mechanism bottom frame; Frame side is provided with draw ring, and opposite side is provided with operating grip, and described operating grip main body is two pipes arranged side by side, and because pipe one end is welded in frame, the other end tilts upward and extends to form sub-handle; Because pipe top movable is set with slide block, slide block is provided with lighting source, and lighting source is arranged on slide block by universal base, because pipe F portion is provided with the fixed block matched with slide block; Frame top is provided with reduction box, and reduction gearbox output shaft is connected with troweling mechanism, and reduction box top is provided with motor, and engine output shaft is connected with reduction box by belt; Be provided with protective cover outside belt, the frame being positioned at operating grip side is provided with horizon detector, and horizon detector is provided with display screen, and sub-handle is provided with the governor be connected with reduction box.The freedom that prior art adopts is floated, preset pressure formula central line tunnel concrete lining in south finisher, and just utilization is smeared rotation, the rectilinear motion of dish and applied certain pressure at right angle to smearing dish, carries out the troweling operation of concrete surface.After finisher operation completes, usually also need an artificial receipts face operation, tens workmans squat on the platform of receipts face, arrange along domatic length, catch railing to hold on the other hand on the other hand and turn round, carry out a mending-leakage and correction again to finally shaping surface.Labour intensity is comparatively large, and at substantial is artificial, increases cost of labor, cannot realize real mechanized construction.
What prior art finisher adopted is all steel work main couple, even if reserve camber when making, also cannot ensure the tread of main couple track, at the scope inner plane degree≤2mm of slope length more than 30 meter after installation.The finisher molded surface of prior art generally all exists rough and uneven in surface in microscopic ranges observation.
Utility model content
In order to overcome defect of the prior art, the utility model imitates the elemental motion and movement locus of manually wiping one's face, to wipe one's face action in prior art: rotary motion, rectilinear motion, preset and smear outside dish pressure, increase one again to swing, the movement locus of turning round is made to present a kind of "the" shape, while troweling surface, the lining cutting surface of one fixed width is bulldozed.Increase the single width working width smearing dish, improve Forming Quality and the operating efficiency on surface, decrease artificial receipts face link, improve the mechanized construction level of finisher.
The utility model is achieved by the following technical solution: a kind of with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, described troweling equipment comprises the domatic main couple be arranged in parallel with channel, the two ends of described main couple are connected with the first connecting portion of the first installing rack and the 3rd connecting portion of the second installing rack respectively, described first installing rack and the second installing rack include the slide rail be arranged on support, described slide rail matches with the roller being arranged on bottom girder of walking and is connected, described walking bottom girder is provided with the supporting leg be connected with screw mandrel screw elevating mechanism, the lower transverse beam of described main couple is all fixedly connected with track suspension bracket with crossbeam, the described track suspension bracket other end is connected with the running gear being provided with swing span, the haulage gear that described running gear is provided with by strand cable and described first installing rack is connected, described swing span by least four floating suspension rods be provided with the surface finishing device of turning round and be connected, described surface finishing device is connected with the oscillating oil cylinder in the hydraulic system that running gear is arranged.
Further, described roller is connected with motor.
Further, described first connecting portion and the 3rd connecting portion are provided with the corresponding oblique angle link of the gradient domatic with channel.
Further, described main couple comprises top rail, lower transverse beam and the vertical beam that the cross section that is mutually solidly installed is rectangular configuration, be provided with the cant beam of V-shaped between described vertical beam, described main couple comprises some frame parts, and the junction of described frame part is provided with the second connecting portion be parallel to each other.
Further, described track suspension bracket comprises the support be fixed on mount pad, described support is provided with the rolling structure be connected with upper roller by the first nut pin group and the rolling structure be connected with bottom roller by the second nut pin group, track is provided with between described upper roller and bottom roller, the first connecting portion that the second connecting portion that described track is provided with and crossbeam are provided with is fixedly connected with, two sides of described upper roller are respectively equipped with the outstanding flange of the lateral direction of way roller center line, the flange that the lateral direction that any one side in two sides of described bottom roller is provided with way roller center line is given prominence to, clutch shaft bearing is provided with between described upper roller and the first bearing pin, the outside side of shaft core position of described first bearing pin is provided with the first lubricating cup, the first back-up ring is provided with outside described first lubricating cup, the inside side of shaft core position of described first bearing pin and support centre position are set with the first gland, the second bearing is provided with between described bottom roller and the second bearing pin, the outside side of shaft core position of described second bearing pin is provided with lubricating cup, the second back-up ring is provided with outside described lubricating cup, the inside side of shaft core position of described second bearing pin and support centre position are set with the second gland, the steel pipe of described first connecting portion and the second connecting portion to be cross section be rectangle, described second connecting portion is plugged in the first connecting portion, the steel pipe of described walking crossbeam to be cross section be rectangle.
Further, described running gear comprises by the first walking crossbeam, first walking longeron, the first rectangular frame that 7th walking crossbeam and the second walking longeron are formed, the outside of described first walking longeron is provided with the second rectangular frame walked crossbeam with the first limit longeron and fourth line and form, the second walking crossbeam and the 6th walking crossbeam is laterally provided with in described first rectangular frame, described second walking crossbeam is connected with one end that the third line walks crossbeam, the other end that described the third line walks crossbeam is connected with described first limit longeron, described 6th walking crossbeam is connected with the first limit longeron, longitudinally be provided with Second Edge longeron crossbeam and the 7th crossbeam of walking of walking with first respectively in described first rectangular frame to be connected, be provided with fifth line between described second walking crossbeam and the 6th walking crossbeam and walk crossbeam, the two ends that described fifth line walks crossbeam longeron of walking with Second Edge longeron and first is respectively connected, described fifth line is walked crossbeam and is connected with installing plate, described fourth line is walked on crossbeam and is connected with two pieces of first walking clamping plate be oppositely arranged, described second walking crossbeam and first is walked longeron junction and the third line walks crossbeam and the first longeron junction, limit is respectively equipped with the second walking clamping plate, described 6th walking crossbeam and the first limit longeron and first longeron junction of walking is respectively equipped with the third line and walks clamping plate.
Further, described floating suspension rod comprises the first hinge earrings and the second hinge earrings that are oppositely arranged, one end of described first hinge earrings is provided with the first hinge hole, one end of described second hinge earrings is provided with the second hinge hole, the described first hinge other end of earrings is fixedly connected with one end of plug connector, the other end of described second hinge earrings is fixedly connected with the one end of the tubular connection piece being provided with hollow cavity, the other end of described plug connector is plugged on the slip carrying out in described hollow cavity coming and going under the elastic force of spring, the barrel of described tubular connection piece hollow cavity is provided with lubricating cup, described first hinge earrings and connector junction are provided with the flexible connection of bearing, described bearing is provided with back-up ring mouth and back-up ring, described plug connector is I shape, described tubular connection piece is provided with U-shaped interface, the link of described second hinge earrings and tubular connection piece is provided with trapezoidal socket.
Further, described hydraulic system comprises the oscillating oil cylinder and two lift cylinders that are controlled by control system.
Further, turn round described in as cross.
Compared with prior art, superior effect is: the utility model reduces labour intensity and everyone workload of operator, reduces the cost of labor of construction, achieves real mechanized construction.
Accompanying drawing explanation
Fig. 1 is described in the utility model with precompression and the structural front view of channel domatic lining cutting troweling equipment being bulldozed effect;
Fig. 2 is described in the utility model with precompression and the hydraulic schematic be bulldozed in the channel domatic lining cutting troweling equipment of effect;
Fig. 3 is described in the utility model with precompression and the structure cutaway view Amplified image being bulldozed track in the channel domatic lining cutting troweling equipment of effect and track suspension bracket;
Fig. 4 is described in the utility model with precompression and the running gear structure top view be bulldozed in the channel domatic lining cutting troweling equipment of effect;
Fig. 5 is the sectional view of Fig. 4 along A-A line;
Fig. 6 is that Fig. 4 looks sectional view along a left side for E-O-F line;
Fig. 7 is described in the utility model with precompression and the floating hanging rod structure sectional view be bulldozed in the channel domatic lining cutting troweling equipment of effect;
Fig. 8 be in Fig. 7 M to sectional view;
Fig. 9 is the cutaway view Amplified image along A-A line in Fig. 7;
Figure 10 be in Fig. 7 second hinge earrings overlook enlarged drawing;
Figure 11 is the right view of Figure 10.
Reference numeral is as follows:
1-slide rail; 2-motor; 3-roller; 4-walks bottom girder; 5-supporting leg; 6-first installing rack; 7-haulage gear; 8-screw mandrel screw elevating mechanism; 9-first connecting portion; 10-main couple; 11-vertical beam; 12-cant beam; 13-top rail; 14-second connecting portion; 15-the 3rd connecting portion; 16-second installing rack; 17-lining cutting work plane;
18-track suspension bracket, 1801-first track connecting portion, 1802-second track connecting portion, 1803-first lubricating cup, 1804-first bearing pin, 1805-first back-up ring, 1806-upper roller, 1807-clutch shaft bearing, 1808-first gland, 1809-first nut pin group, 1810-second nut pin group, 1811-mount pad, 1812-second gland, 1813-bottom roller, 1814-second bearing, 1815-second bearing pin, 1816-second back-up ring, 1817-track;
19-running gear, 1901-first walks crossbeam, 1902-rectangular mounting plate, 1903-second walks crossbeam, and 1904-first walks longeron, 1905-the third line walks crossbeam, 1906-first limit longeron, 1907-first walks clamping plate, and 1908-fourth line walks crossbeam, 1909-fifth line walks crossbeam, 1910-installing plate, 1911-the 6th walks crossbeam, 1912-Second Edge longeron, 1913-the 7th walks crossbeam, 1914-bolt connects, and 1915-second walks longeron, 1916-packing ring, 1917-second walks clamping plate, and 1918-the third line walks clamping plate;
20-hydraulic system, 2001-fuel tank, 2002-oil filter, 2003-plunger displacement pump, 2004-safety valve, 2005-one way valve, 2006-pressure meter switch, 2007-pressure meter, 2008-overflow valve, 2009-hand-operated direction valve, 2010-lift cylinder, 2011-flow speed control valve, 2012-first solenoid operated directional valve, 2013-limit switch, 2015-second solenoid operated directional valve, 2016-pressure switch, 2017-the 3rd solenoid operated directional valve;
21-oscillating oil cylinder; 22-surface finishing device; 23-swing span; 24-strand cable; 25-pulley;
26-floats suspension rod, and 2601-first cuts with scissors earrings, 2602-plug connector, 2603-tubular connection piece, 2604-lubricating cup, 5-second cuts with scissors earrings, 2606-oil nozzle, 2607-back-up ring mouth, 2608-bearing, 2609-spring, 2610-back-up ring, 2611-second hinge hole, 2612-first hinge hole;
27-walks crossbeam.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model detailed description of the invention is described in further detail.
As shown in Figure 1, what illustrate that the utility model provides is a kind of with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, comprise the domatic main couple 10 be arranged in parallel with channel, the two ends of described main couple 10 are connected with the first connecting portion 9 of the first installing rack 6 and the 3rd connecting portion 15 of the second installing rack 16 respectively, described first installing rack 6 and the second installing rack 16 include the slide rail 1 be arranged on support, described slide rail 1 matches with the roller 3 being arranged on bottom girder 4 of walking and is connected, described walking bottom girder 4 is provided with the supporting leg 5 be connected with screw mandrel screw elevating mechanism 8, the lower transverse beam of described main couple 10 is all fixedly connected with track suspension bracket 18 with crossbeam 27, described track suspension bracket 18 other end is connected with the running gear 19 being provided with swing span 23, the haulage gear 7 that described running gear 19 is provided with by strand cable 24 and described first installing rack 6 is connected, described swing span 23 by least two floating suspension rods 26 be provided with the surface finishing device 22 of turning round and be connected, described surface finishing device 22 is connected with the oscillating oil cylinder 21 in the hydraulic system 20 that running gear 19 is arranged, described roller 3 is connected with motor 2, described first connecting portion 9 and the 3rd connecting portion 15 are provided with the corresponding oblique angle link of the gradient domatic with channel.Described main couple 10 comprises top rail 13, lower transverse beam and the vertical beam 11 that the cross section that is mutually solidly installed is rectangular configuration, the cant beam 12 of V-shaped is provided with between described vertical beam 11, described main couple 10 comprises some frame parts, and the junction of described frame part is provided with the second connecting portion 14 be parallel to each other.
As shown in Figure 3, track suspension bracket 18 comprises the support be fixed on mount pad 1811, described support is provided with the rolling structure be connected with upper roller 1806 by the first nut pin group 1809 and the rolling structure be connected with bottom roller 1813 by the second nut pin group 1810, track 1817 is provided with between described upper roller 1806 and bottom roller 1813, the first track connecting portion 1801 that the second track connecting portion 1802 that described track 1817 is provided with is provided with walking crossbeam 27 is fixedly connected with, two sides of described upper roller 1806 are respectively equipped with the outstanding flange of the lateral direction of way roller center line, the flange that the lateral direction that any one side in two sides of described bottom roller 1813 is provided with way roller center line is given prominence to, clutch shaft bearing 1807 is provided with between described upper roller 1806 and the first bearing pin 1804, the outside side of shaft core position of described first bearing pin 1804 is provided with the first lubricating cup 1803, the first back-up ring 1805 is provided with outside described first lubricating cup 1803, the inside side of shaft core position and the support centre position of described first bearing pin 1804 are set with the first gland 1808, the second bearing 1814 is provided with between described bottom roller 1813 and the second bearing pin 1815, the outside side of shaft core position of described second bearing pin 1813 is provided with lubricating cup, the second back-up ring 1816 is provided with outside described lubricating cup, the inside side of shaft core position and the support centre position of described second bearing pin 1815 are set with the second gland 1812, described first track connecting portion 1801 and the second track connecting portion 1802 for cross section be the steel pipe of rectangle, described second track connecting portion 1802 is plugged in the first track connecting portion 1801, described walking crossbeam 27 for cross section be the steel pipe of rectangle.
As shown in Figs. 4-6, described running gear 19 comprises by the first walking crossbeam 1901, first walking longeron 1904, the first rectangular frame that 7th walking crossbeam 1913 and the second walking longeron 1915 are formed, the outside of described first walking longeron 1904 is provided with the second rectangular frame walked crossbeam 1908 with the first limit longeron 1906 and fourth line and form, the second walking crossbeam 1903 and the 6th walking crossbeam 1911 is laterally provided with in described first rectangular frame, described second walking crossbeam 1903 is connected with one end that the third line walks crossbeam 1905, the other end that described the third line walks crossbeam 1905 is connected with described first limit longeron 1906, described 6th walking crossbeam 1911 is connected with the first limit longeron 1906, longitudinally be provided with Second Edge longeron 1912 crossbeam 1901 and the 7th crossbeam 1913 of walking of walking with first respectively in described first rectangular frame to be connected, be provided with fifth line between described second walking crossbeam 1903 and the 6th walking crossbeam 1911 and walk crossbeam 1909, the two ends that described fifth line walks crossbeam 1909 longeron 1904 of walking with Second Edge longeron 1912 and first is respectively connected, described fifth line is walked crossbeam 1909 and is connected with installing plate 1910, described fourth line is walked on crossbeam 1908 and is connected with two pieces of first walking clamping plate 1907 be oppositely arranged, described second walking crossbeam 1903 and first is walked longeron 1904 junction and the third line walks crossbeam 1905 and the first limit longeron 1906 junction is respectively equipped with the second walking clamping plate 1917, described 6th walking crossbeam 1911 and the first limit longeron 1906 and first longeron 1904 junction of walking is respectively equipped with the third line and walks clamping plate 1918.
As shown in Fig. 7 to 11, described floating suspension rod 26 comprises the first hinge earrings 2601 and the second hinge earrings 2605 be oppositely arranged, one end of described first hinge earrings 2601 is provided with the first hinge hole 2612, one end of described second hinge earrings 2605 is provided with the second hinge hole 2611, the other end of described first hinge earrings 2601 is fixedly connected with one end of plug connector 2602, the other end of described second hinge earrings 2605 is fixedly connected with the one end of the tubular connection piece 2603 being provided with hollow cavity, the other end of described plug connector 2602 is plugged on the slip carrying out in described hollow cavity coming and going under the elastic force of spring 2609, the barrel of described tubular connection piece 2603 hollow cavity is provided with lubricating cup 2604, described first hinge earrings 2601 and plug connector 2602 junction are provided with bearing 2608 and are flexibly connected, described bearing 2608 is provided with back-up ring mouth 2607 and back-up ring 2610, described plug connector 2602 is I shape, described tubular connection piece 2603 is provided with U-shaped interface, described second hinge earrings 2605 is provided with trapezoidal socket with the link of tubular connection piece 2603, described turn round preferably cross.
As shown in Figure 2, described hydraulic system 20 comprises two lift cylinders 2010 controlled by control system and is preferably differential hydro cylinder, an oscillating oil cylinder 21 preferably two-way constant-speed hydraulic cylinder, hydraulic system 20 also comprises the fuel tank 2001 being connected to each other and being controlled by control system, oil filter 2002, plunger displacement pump 2003, safety valve 2004, one way valve 2005, pressure meter switch 2006 and pressure meter 2007, and overflow valve 2008, hand-operated direction valve 2009, flow speed control valve 2011, first solenoid operated directional valve 2012, limit switch 2013, second solenoid operated directional valve 2015, pressure switch 2016 and the 3rd solenoid operated directional valve 2017.
The utility model provide with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, according to following operating principle work:
Smear dribbling and move the main motion that the rotation of turning round is troweling: select motor reduction gearbox type of drive to realize.The 1200mm of employing standard smears dish and supporting turning round, and other general and standard parts and components combines, the rectilinear motion pushed up from toe to slope and return: comprise electric block by strand cable 24 by the traction surface finishing device 22 being arranged on main couple 10 upper end, strand cable 24 selects wire rope, leading block at the track travel of main couple 10.Electric block by frequency converter timing, governing speed when being applicable to different slope ratio, formula concrete troweling.Preset the auxiliary movement of the operating pressure of smearing dish in surface finishing device 22, the lifting that swings and turn round of turning round, realized by design hydraulic system 20, hydraulic system 20 is configured with a hydraulic power unit, is arranged on running gear 19, by electromagnetic valve centralized Control or manual operation.Surface finishing device 22 controls to comprise track suspension bracket 18, turn round primarily of hydraulic system 20, float suspension rod 26, running gear 19.Track suspension bracket 18 adopts channel-section steel and Plate Welding to form, right angle type " L " profile, and the corner of base plate is connected with running gear 19 by bolt, and on side has, once second-class triangle arranges three rotary arm shafts, and axle installs bearing roller etc.The flange of roller is stuck on oblong rectangular steel tube track 1817, Main Function: be suspended on by surface finishing device 22 on the track of main couple 10, bears gravity, the resistance of motion etc. of reaction force when wiping one's face, straight line moving.When being subject to unbalanced sideways thrust, can not slide down phenomenon.
Surface finishing device 22 comprises by smearing dish, the component such as cross is turned round, worm reduction box, motor, mount pad, mount pad has four hanger holes, is connected by floating suspension rod 26 with running gear 19.Its Main Function: rotate under motor drives, installs when smearing dish and proposes slurry and press polish to concrete surface, removes and smear dish and only rotate with cross effects on surface of turning round and carry out troweling.Move with running gear 19, simultaneously smear dish and swing under an oscillating oil cylinder 21 drives for one, press polish is carried out to concrete surface and is bulldozed.
Float suspension rod 26 Main Function: connect turn round mechanism and running gear 19, act on lower swing certain angle at oscillating oil cylinder 21, realizes smearing coiling and the troweling of concrete surface, decline, lifting, makes whole dish plane of smearing contact with concrete surface parallel-moving type and depart from.When concrete surface gathers materials or local is uneven, by overcoming spring 2609 resistance, mill is held up a small amount of inclination of generation and displacement; Enable to smear the face of trying to get to the heart of a matter and realize Automatic Levelling with concrete surface.
Running gear 19 and swing span 23, all adopt steel plate, rectangular steel pipe etc. to be welded into framework, and binding site carries out necessary machining.Both are connected by plain bearing housing, and swing span 23 is arranged on two circuit orbits of walker, under the impetus of oscillating oil cylinder 21, realizes swinging.Main Function: the integral installation frame being all parts of surface finishing device 22, realizes the straight line moving of turning round and swings.Hydraulic system 20 comprises and being made up of for swing, hydraulic power unit, control valve, pressure switch, high pressure consistent lubricant pipe etc. two lift cylinders, 2010, oscillating oil cylinder 21.Lift cylinder 2010 realizes turning round mechanism's lifting and presetting troweling pressure; Oscillating oil cylinder 21 drives left side to turn round and realizes swinging; Hydraulic power unit is provided with engine plunger pump, control valve etc. and carries out centralized Control to hydraulic system, transmits power drive to oil cylinder by hydraulic oil pipe.All hydraulic part is all arranged on running gear 19, moves with it.
Sequence of movement controls as follows:
To turn round mechanism's lifting: start oil pump, the 3rd solenoid operated directional valve 2017 is energized and connects, and what mechanism was turned round in hand-operated direction valve 2009 lifting smears dish, departs from needing the concrete surface of troweling or contacts.Hydraulic oil forms loop by oil pipe, returns fuel tank 2001;
Preset and smear dish operating pressure: hand-operated direction valve 2009 is placed centre position, the 3rd solenoid operated directional valve 2017 power-off commutation, oil circuit is connected, and adjustment overflow valve 2008 is to suitable operating pressure.After pressure adjusting well, open pressure switch switch 2016, the pressure that pressure switch 2016 sets is minimum working pressure.Now pressure switch 2016 is "on" position.Second solenoid operated directional valve 2015 is energized and commutates, and oil circuit is connected, and fluid is through the first solenoid operated directional valve 2012, speed governing 2011 oil sump tank 2001; In the course of work, smearing the system pressure of lift cylinder 2010 when dish gathers materials increases, through overflow valve 2008 automatic deloading to setting value; If lift cylinder 2010 internal leakage or other reason cause lift cylinder 2010 system pressure to reduce, during lower than default minimum working pressure, pressure switch 2016 because of pressure reduce lose the signal of telecommunication, second solenoid operated directional valve 2015 power-off commutation, oil pump punching press supplement.
The swing position locking of oscillating oil cylinder 21 and left and right commutation: when the first solenoid operated directional valve 2012 is positioned at centre position, any position of amplitude of fluctuation can be locked; Connect the first solenoid operated directional valve 2012 control button, oscillating oil cylinder 21 swings and starts to move, when arriving two ends extreme position, the signal of telecommunication is passed to the first solenoid operated directional valve 2012 and is realized left and right automatic reverse by limit switch 2013 action, is bulldozed troweling about driving mechanism of turning round with this.
The utility model adopts the oscillating oil cylinder 21 swung in surface finishing device 23 to swing, and make the dish width of wiping one's face of smearing of direct 1.2m diameter be increased to 1.5m, troweling region increases by 25%; Improve equivalent specifications and smear the ability to work of dish and width of wiping one's face, owing to increasing the action of a teeter, make to smear dish while rotation, linearly walking, side-to-side movement again, the movement locus of turning round is made to present a kind of "the" shape, while troweling surface, again lining cutting surface is bulldozed, eliminates deficient material, dew stone and the phenomenon that is uneven that local may exist.Hydraulic pressure is preset and is smeared dish operating pressure: constant between the force value upper limit that lower limit and the overflow valve 2008 of pressure switch 2016 setting set.Be less than the lower oil-filled amount of automatic makeup and pressure in limited time; Be greater than automatic deloading in limited time.Adjustment in the scope that of pressure of wiping one's face when ensure that work is applicable, the pulp effect of the best that can reach, also can not cause because pressure is excessive and smear dish and cannot rotate or burn-down of electric motor etc.The lifting of touching electro-optical device 22 is that the floating suspension rod 26 of employing four connects, if do not adopt floating suspension rod 26 design but be rigidly connected, when finisher orbit exists error, will cause and smear dish and be difficult to levelling with concrete surface, even produce and smear the localized contact of dish.Float suspension rod 26, ensure that smearing dish is close to the floating surface of needs all the time and automatically carries out trace adjustment.
The machine adopts the technology concrete operations of track suspension bracket as follows:
On one section of straight finisher orbit, walking bottom girder 4, supporting leg 5 can be elevated, after main couple 10 Installation and Debugging well, main couple 10 is first adjusted to height and the gradient of requirement, the track of main couple 10 is installed again, article two, track span, flatness, parallelism, gradient in total length after centering with truss welding, be all not more than 0.5mm.The method because be main couple 10 be arranged on domatic on erecting and welding track again, eliminate under gravity, first the sinking distortion inaccuracy of main couple 10, so ensure that surface finishing device 22 is walked the flatness error of track, the total length flatness error≤1mm of detection.The flatness specified far below south water to north job specfication is not more than 2mm/2000mm standard.
Applying unit is added up: adopt the utility model to provide to concrete lining surface troweling 2-3 time, the flatness≤2mm/2000mm of south water to north lining cutting code requirement can be reached, concrete dense surface degree is also increased.Except domatic two needs human assistance to receive except light, in loom normal operation situation, decrease the workload in artificial receipts face and artificial quantity.Concrete surface Troweling press finishing: adopt the utility model to provide with precompression and be bulldozed the channel domatic lining cutting troweling equipment of effect and gritter, coffering machine and be arranged on same track and run.Before operation, adjust oscilaltion supporting leg 5 height, above the rectangular steel pipe rail making the walking of surface finishing device on main couple 10, the gradient of (tread of track suspension bracket) and the slope of channel are than consistent; The height smearing dish is consistent with lining cutting layer thickness.First with height in the template of lining cutting for roughing standard is levelling, make to smear after dish falls just with above 10cm channel-section steel to contact, four supporting legs 5 link and decline simultaneously, measure perpendicular to line of slope: main couple 10 (namely smearing the face of trying to get to the heart of a matter) lands 10-20mm again.Top, slope and toe, two of both sides smear dish and all will adjust the same.Again with transit verification after adjusting, error can carry out troweling operation, mechanical receipts face 2-3 time, artificial receipts face 1-2 time in the prescribed limit allowed.Press polish of wiping one's face builds width at Concrete Lining of Canals about to be had during 3 ~ 4m and can wipe one's face first, and after 20 ~ 25min, concrete surface has had some strength, then carries out second time and to wipe one's face press polish.
The object of wiping one's face first: carry out smooth to lining concrete face and carry slurry, by being exposed in the handstone press-in concrete on surface, makes surface only leave layer of fine sand laitance.
Swing is smeared dish and is arranged in finisher cart traffic direction side, first the concrete surface after lining cutting is bulldozed, smooth; Opposite side fixedly smear dish again carry out floating, propose slurry, press polish.When wiping one's face first, concrete surface is softer, should carry out from toe to slope shoulder.The height smearing dish, just to touch concrete surface, is smeared dish and is located in the free state of concrete surface, makes to smear dish and can produce the inclination of 100+30/-20 or float in position, be conducive to being bulldozed and surfacing of gathering materials by floating suspension rod.Smear dish precompression according to concrete surface hardness situation setting during troweling, troweling pressure does not arrange excessive, can not make, in the concrete surface after smearing dish injection lining cutting, to destroy the integrality of plane so on the contrary, stone can be thrown away during rotation.Can not pressure of wiping one's face be established when wiping one's face first, rely on mechanism's deadweight of turning round floating.After single width operation completes, when pushing up to slope, dish will be smeared and promote 50-100mm height, to toe return; The each moving interval of finisher is 2/3 disk diameter, and finisher smears dish diameter 1.2m, and moving interval is no more than 800mm.Open afterwards again and smear disc spins, falling head, to same position, carries out the one way operation of next width.The surface finishing device speed of travel controls to be advisable for 5m ~ 6m/min.Check the planeness of concrete surface in process of wiping one's face at any time with 2m guiding ruler, ensure that smearing the face of trying to get to the heart of a matter overlaps with lining design end face.Finisher height and gradient to be checked when gathering materials, will adjust in time when there is skew; Owe the serious local slurry of material to supplement.The suitable height smearing dish, to touch concrete surface all the time as well, drops on the concrete surface after lining cutting.Downwardly towards on lifting smear dish time, answer limit rotate smear web lifting.Otherwise surface produces impression or smears dribbling material.Smear dish operation simultaneously, highly must adjust consistent for 2 of surface finishing device 22 configuration.In the process of mechanical work, with toe two ends, the position, dead angle of coiling and can not arrive is smeared for top, slope, arrange manually to wipe one's face simultaneously.
Quadric-plastering: after 20 ~ 25min, concrete surface has had some strength, available have gentle hands pressure, during as felt like jelly but leave trace print in surface, just can carry out quadric-plastering in time.To the concrete surface after just smearing again carry out smooth, propose slurry, floating, press polish, with certain repairing effect, remove rough and uneven in surface, surperficial pit and the bubble of local, make concrete surface smooth, smooth, without smearing trace.Increase dense surface degree and planeness.Preset smear dish troweling pressure time, according to the hardness situation on surface from childhood to large adjustment, initial precompression 1.5 ~ 2 times of can be set as that troweling mechanism conducts oneself with dignity, still with smear dish can not penetration concrete surface for principle, strengthen gradually, until obtain best Troweling press finishing effect.Other operation requirements with wipe one's face first identical.
Behind machinery receipts face 2 times, verification is carried out to the effect of wiping one's face and checks and accepts, when only having the area of 80% to reach requirement, after the 20 ~ 25min of interval, third time mechanical receipts face be carried out, until more than 90% surfacing, smooth, nothing obviously smear trace.Can arrange manually to receive face.
The effect in artificial receipts face: omit the position that maybe can not arrive to mechanical work and repair, eliminates and smears dish and significantly smear trace, carry out artificial press polish process to shaping surface, removes blibbing, make concrete surface smooth, smooth, without smearing trace.
Manually to wipe one's face operation on platform of manually wiping one's face, use wood to turn round and iron is turned round cooperation, pressure is smeared to concrete surface, and uses 2m guiding ruler to carry out planeness inspection, whole concrete surface planeness is controlled at 4mm/2m.Be generally 1 ~ 2 time.
Also to carry out press polish process before initial set, remove blibbing.Available have gentle hands pressure, as surface harden but slightly trace print time, just can carry out press polish process in time, eliminate blibbing, pit and vestige of turning round, improve compactness and the smoothness on surface, lower roughness.When estimating concrete close to initial set, receive face press polish and first to be turned round receipts one time by artificial iron, the region wood that locally paste effect is general is turned round subsequent collection 1 time, to be turned round receipts one time more afterwards by artificial iron.During receipts face, turn round and should mutually laminate, eliminate and smear trace.
Concrete maintenance: take geotextiles to cover moisture-keeping maintaining after initial set of having wiped one's face in time.Set up water tank at lining construction scene and carry out water storage, concrete geotextiles covers, and artificial water pipe sprays maintenance.Lining concrete ensures that moist curing is no less than 28 days.After completing growth period, carry out next procedure: cutting shrinkage joint and grouting treatment.Central line tunnel concrete lining in south leaves it at that.2 section the 4th, Middle Line Project For Transferring Water From South To North first stage of the project Jiaozhuo bid section, commencement of works date: on 08 20th, 2009, Practical Completion date: on 03 27th, 2014.Wherein soil property channel overall length 4266.5m, is divided into four element projects, in acceptance on examination, is rated as good degree, concrete lining face acceptance rate 92%.The effect of concrete surface Troweling press finishing, directly determine shaping after surface quality, and the intensity in artificial receipts face and workload.Central line tunnel concrete lining in south hydraulic pressure finisher, with precompression be bulldozed dual effect, ensure that construction quality and task performance satisfactorily.Because south water to north Center Project earthwork bid section is almost constructed in the same time period, what the utility model provided has obvious superiority with the channel being bulldozed effect domatic lining cutting troweling equipment with precompression compared with similar type, awaits applying in large channel lining construction from now on.
The utility model is not limited to above-mentioned embodiment, and when not deviating from flesh and blood of the present utility model, any distortion that it may occur to persons skilled in the art that, improvement, replacement all fall into protection domain of the present utility model.

Claims (9)

1. one kind with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described troweling equipment comprises the domatic main couple (10) be arranged in parallel with channel, the two ends of described main couple (10) are connected with first connecting portion (9) of the first installing rack (6) and the 3rd connecting portion (15) of the second installing rack (16) respectively, described first installing rack (6) and the second installing rack (16) include the slide rail (1) be arranged on support, described slide rail (1) matches with the roller (3) being arranged on bottom girder (4) of walking and is connected, described walking bottom girder (4) is provided with the supporting leg (5) be connected with screw mandrel screw elevating mechanism (8), the lower transverse beam of described main couple (10) is all fixedly connected with track suspension bracket (18) with walking crossbeam (27), described track suspension bracket (18) other end is connected with the running gear (19) being provided with swing span (23), the haulage gear (7) that described running gear (19) is provided with by strand cable (24) and described first installing rack (6) is connected, described swing span (23) by least four floating suspension rods (26) be provided with the surface finishing device (22) of turning round and be connected, described surface finishing device (22) is connected with the oscillating oil cylinder (21) in the upper hydraulic system (20) arranged of running gear (19).
2., according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described roller (3) is connected with motor (2).
3. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described first connecting portion (9) is provided with the corresponding oblique angle link of the gradient domatic with channel with the 3rd connecting portion (15).
4. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described main couple (10) comprises top rail (13), lower transverse beam and the vertical beam (11) that the cross section that is mutually solidly installed is rectangular configuration, the cant beam (12) of V-shaped is provided with between described vertical beam (11), described main couple (10) comprises some frame parts, and the junction of described frame part is provided with the second connecting portion (14) be parallel to each other.
5. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described track suspension bracket (18) comprises the support be fixed on mount pad (1811), described support is provided with the rolling structure be connected with upper roller (1806) by the first nut pin group (1809) and the rolling structure be connected with bottom roller (1813) by the second nut pin group (1810), track (1817) is provided with between described upper roller (1806) and bottom roller (1813), the first connecting portion (1801) that the second connecting portion (1802) that described track (1817) is provided with is provided with walking crossbeam (27) is fixedly connected with, two sides of described upper roller (1806) are respectively equipped with the outstanding flange of the lateral direction of way roller center line, the flange that the lateral direction that any one side in two sides of described bottom roller (1813) is provided with way roller center line is given prominence to, clutch shaft bearing (1807) is provided with between described upper roller (1806) and the first bearing pin (1804), the outside side of shaft core position of described first bearing pin (1804) is provided with the first lubricating cup (1803), described first lubricating cup (1803) outside is provided with the first back-up ring (1805), the inside side of shaft core position and the support centre position of described first bearing pin (1804) are set with the first gland (1808), the second bearing (1814) is provided with between described bottom roller (1813) and the second bearing pin (1815), the outside side of shaft core position of described second bearing pin (1813) is provided with lubricating cup, the second back-up ring (1816) is provided with outside described lubricating cup, the inside side of shaft core position and the support centre position of described second bearing pin (1815) are set with the second gland (1812), described first connecting portion (1801) and the second connecting portion (1802) for cross section be the steel pipe of rectangle, described second connecting portion (1802) is plugged in the first connecting portion (1801), described walking crossbeam (27) for cross section be the steel pipe of rectangle.
6. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described running gear (19) comprises by the first walking crossbeam (1901), first walking longeron (1904), the first rectangular frame that 7th walking crossbeam (1913) and the second walking longeron (1915) are formed, the outside of described first walking longeron (1904) is provided with the second rectangular frame walked crossbeam (1908) with the first limit longeron (1906) and fourth line and form, the second walking crossbeam (1903) and the 6th walking crossbeam (1911) is laterally provided with in described first rectangular frame, described second walking crossbeam (1903) is connected with one end that the third line walks crossbeam (1905), the other end that described the third line walks crossbeam (1905) is connected with described first limit longeron (1906), described 6th walking crossbeam (1911) is connected with the first limit longeron (1906), longitudinally be provided with Second Edge longeron (1912) crossbeam (1901) and the 7th crossbeam (1913) of walking of walking with first respectively in described first rectangular frame to be connected, be provided with fifth line between described second walking crossbeam (1903) and the 6th walking crossbeam (1911) and walk crossbeam (1909), the two ends that described fifth line walks crossbeam (1909) longeron (1904) of walking with Second Edge longeron (1912) and first is respectively connected, described fifth line is walked crossbeam (1909) and is connected with installing plate (1910), described fourth line is walked on crossbeam (1908) and is connected with two pieces of first walkings clamping plate (1907) be oppositely arranged, walk longeron (1904) junction and the third line of described second walking crossbeam (1903) and first walks crossbeam (1905) and the first limit longeron (1906) junction is respectively equipped with the second walking clamping plate (1917), described 6th walking crossbeam (1911) and the first limit longeron (1906) and first longeron (1904) junction of walking is respectively equipped with the third line and walks clamping plate (1918).
7. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described floating suspension rod (26) comprises the first hinge earrings (2601) and the second hinge earrings (2605) that are oppositely arranged, one end of described first hinge earrings (2601) is provided with the first hinge hole (2612), one end of described second hinge earrings (2605) is provided with the second hinge hole (2611), the other end of described first hinge earrings (2601) is fixedly connected with one end of plug connector (2602), the other end of described second hinge earrings (2605) is fixedly connected with the one end of the tubular connection piece (2603) being provided with hollow cavity, the other end of described plug connector (2602) carries out the slip come and gone under being plugged on the elastic force of the inherent spring (2609) of described hollow cavity, the barrel of described tubular connection piece (2603) hollow cavity is provided with lubricating cup (2604), described first hinge earrings (2601) and plug connector (2602) junction are provided with bearing (2608) and are flexibly connected, described bearing (2608) is provided with back-up ring mouth (2607) and back-up ring (2610), described plug connector (2602) is I shape, described tubular connection piece (2603) is provided with U-shaped interface, described second hinge earrings (2605) is provided with trapezoidal socket with the link of tubular connection piece (2603).
8. according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described hydraulic system (20) comprises the oscillating oil cylinder (21) and two lift cylinders (2010) that are controlled by control system.
9., according to claim 1 with precompression and the channel domatic lining cutting troweling equipment being bulldozed effect, it is characterized in that, described in turn round as cross.
CN201520388963.3U 2015-06-08 2015-06-08 Optical equipment is smeared in domatic lining cutting of channel with precompression acts on with pushing away to put down Active CN204875699U (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105002861A (en) * 2015-06-08 2015-10-28 中国水利水电第十一工程局有限公司 Channel slope lining troweling equipment with pre-pressing and bulldozing effects
CN106193069A (en) * 2016-08-31 2016-12-07 中国水利水电第五工程局有限公司 A kind of equipment integrating for side slope concrete protection
CN106192905A (en) * 2016-08-31 2016-12-07 中国水利水电第五工程局有限公司 A kind of lining cutting device for drainage groove
CN110409450A (en) * 2019-07-03 2019-11-05 中国三峡建设管理有限公司 Improve the construction method of concrete bottom plate flatness and finish
CN110409388A (en) * 2019-07-31 2019-11-05 中国三峡建设管理有限公司 A kind of huge underground cavity high flow rate low slump underplate concrete construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105002861A (en) * 2015-06-08 2015-10-28 中国水利水电第十一工程局有限公司 Channel slope lining troweling equipment with pre-pressing and bulldozing effects
CN106193069A (en) * 2016-08-31 2016-12-07 中国水利水电第五工程局有限公司 A kind of equipment integrating for side slope concrete protection
CN106192905A (en) * 2016-08-31 2016-12-07 中国水利水电第五工程局有限公司 A kind of lining cutting device for drainage groove
CN106192905B (en) * 2016-08-31 2018-06-05 中国水利水电第五工程局有限公司 A kind of lining cutting device for drainage groove
CN110409450A (en) * 2019-07-03 2019-11-05 中国三峡建设管理有限公司 Improve the construction method of concrete bottom plate flatness and finish
CN110409388A (en) * 2019-07-31 2019-11-05 中国三峡建设管理有限公司 A kind of huge underground cavity high flow rate low slump underplate concrete construction method
CN110409388B (en) * 2019-07-31 2022-04-08 中国三峡建设管理有限公司 Construction method of high-flow-speed low-slump bottom plate concrete for large-scale cavern

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