CN110271081A - A kind of reinforced microscopic fiberboard integrated precast equipment and operating method - Google Patents
A kind of reinforced microscopic fiberboard integrated precast equipment and operating method Download PDFInfo
- Publication number
- CN110271081A CN110271081A CN201910514171.9A CN201910514171A CN110271081A CN 110271081 A CN110271081 A CN 110271081A CN 201910514171 A CN201910514171 A CN 201910514171A CN 110271081 A CN110271081 A CN 110271081A
- Authority
- CN
- China
- Prior art keywords
- mortar
- fiber cloth
- height
- laid
- bunker
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000011094 fiberboard Substances 0.000 title claims abstract description 33
- 238000011017 operating method Methods 0.000 title claims abstract description 9
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 278
- 239000000835 fiber Substances 0.000 claims abstract description 241
- 239000004744 fabric Substances 0.000 claims abstract description 240
- 239000000463 material Substances 0.000 claims abstract description 16
- 241000273930 Brevoortia tyrannus Species 0.000 claims description 159
- 230000035939 shock Effects 0.000 claims description 30
- 230000005484 gravity Effects 0.000 claims description 21
- 239000004576 sand Substances 0.000 claims description 15
- 239000002002 slurry Substances 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 235000005865 Symphytum officinale Nutrition 0.000 description 1
- 240000002299 Symphytum officinale Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/04—Producing shaped prefabricated articles from the material by tamping or ramming
- B28B1/045—Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/093—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/30—Producing shaped prefabricated articles from the material by applying the material on to a core or other moulding surface to form a layer thereon
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/022—Feeding several successive layers, optionally of different materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/026—Feeding the moulding material in measured quantities from a container or silo by using a movable hopper transferring the moulding material to the moulding cavities
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
- B28B17/0063—Control arrangements
- B28B17/0081—Process control
Abstract
The invention discloses a kind of reinforced microscopic fiberboard integrated precast equipment and operating method, equipment includes framework beam, and the mounting hole there are three spaced set is arranged in the top of the framework beam, is fixedly installed with bunker on the inner wall of mounting hole.The configuration of the present invention is simple, coutroi velocity plate can control mortar flow, mortar, which is laid with height gauge, can control mortar thickness, the height that fiber cloth is laid with can be guaranteed by being laid with fiber cloth height foot wheel, after the completion of laying, it pulls up l-shaped rod and rotates l-shaped rod, l-shaped rod can be made to be caught in location hole, then second support leg wheel can be used as universal wheel use, facilitate turning, station easy to remove to next, so that not needing manual handling mortar, the loss of energy is smaller, it is at low cost, the height for being laid with fiber cloth is more accurate, the control of mortar material height is also more accurate, and the problem of high-volume prefabricated board being caused to scrap since fiber cloth laying height is not accurate to avoid generation, it is easy to use.
Description
Technical field
The present invention relates to railway sand control engineering reinforced microscopic pulpboard prefabricating technique field more particularly to a kind of reinforcement powder
Fine sand fiberboard integrated precast equipment and operating method.
Background technique
Sand control is contemporary railway, one of most important protection works in highway operation.Prefabricated Mortar Plates be by cement material,
Extra-fine sand, water, and prepare by a certain percentage, through uniform stirring, closely knit molding, a kind of artificial mortar stone made of maintenance hardening
Material.Prefabricated Mortar Plates are with a thickness of 30mm, length 1m, width 30cm, and every 10mm thickness is laid with one layer of fiber cloth in prefabrication process, spread altogether
If two layers of fiber cloth, manufacturing process are comparatively laborious.
Reinforced microscopic fiberboard engineering, project amount is big, and long in time limit, and construction technical standard is more demanding, and belongs to
Pilot project is domestic the first, without reference to then difficulty is larger, project progress is directly affected, so reinforced microscopic is fine
Tieing up plate construction is difficult point engineering, in addition in existing reinforced microscopic fiberboard engineering technology, needs manual handling mortar, energy
The loss of amount is larger, at high cost, and the insufficient height for being laid with fiber cloth is accurate, and the control of mortar material height is also not accurate enough, due to
Fiber cloth laying height is not accurate, will lead to high-volume prefabricated board and scraps, so it is proposed that a kind of reinforced microscopic fiberboard
Integrated precast equipment and operating method, to solve the problems, such as above-mentioned be previously mentioned.
Summary of the invention
Technical problems based on background technology, the invention proposes a kind of reinforced microscopic fiberboard integrated precasts
Equipment and operating method.
A kind of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention, including framework beam, the framework beam
Top setting there are three the mounting holes of spaced set, be fixedly installed with bunker, the material on the inner wall of the mounting hole
The bottom end penetrating mounting holes of hopper and the lower section for extending to framework beam, are symmetrical arranged that there are two rectangles to install on the framework beam
Hole, two rectangle mounting holes are alternately located between three bunkers, are welded on the two sides inner wall of the rectangle mounting hole same
A cylinder is rotatably connected to fiber cloth fixing axle on the outer wall of the cylinder, and the two sides of the bottom of the cylinder are welded with second
Vertical bar, two the second vertical bars are located at the two sides of fiber cloth fixing axle, and rectangle mounting hole is run through in the bottom end of second vertical bar
And the lower section of framework beam is extended to, the same laying fiber cloth height adjustment device is installed on two the second vertical bars；
The side of the bunker is fixedly installed with shock club motor, is fixedly installed with shake on the output shaft of the shock club motor
One end of dynamic stick instrument, the shock club instrument through bunker and extends in bunker, and fixing sleeve is equipped with control on the bunker
Flow velocity plate processed, a side bottom of the bunker, which is detachably fixed, is equipped with mounting plate, and the side of the mounting plate is through control
Flow velocity plate and the side for extending to coutroi velocity plate, the bottom of the mounting plate are welded with the first vertical bar, on first vertical bar
It is fixedly installed with mortar and is laid with height adjustment device；
The two sides of the bottom of the framework beam are respectively symmetrically fixedly mounted there are two first support leg and two second support legs, described
One side bottom of first support leg and the bottom of second support leg are rotatably connected to first support leg wheel and second support leg respectively
Wheel, the first support leg wheel and second support leg wheel are located in same level.
Preferably, the laying fiber cloth height adjustment device includes being laid with fiber cloth height gauge, the laying fiber cloth
It is provided with the second groove on height gauge, the second rectangular opening, second vertical bar are provided on the side inner wall of second groove
Bottom end extend in the second groove, a side bottom of second vertical bar be welded be laid with fiber cloth height gauge adjusting screw,
Described one end for being laid with fiber cloth height gauge adjusting screw is through the second rectangular opening and extends to the one of laying fiber cloth height gauge
Side, it is described be laid with fiber cloth height gauge adjusting screw outer wall on be threaded be laid with fiber cloth height gauge adjusting nut, institute
The side for stating laying fiber cloth height gauge adjusting nut is in contact with the side for being laid with fiber cloth height gauge, the laying fiber cloth
The bottom of height gauge is provided with rotation slot, and the same laying fiber cloth height is rotatably connected on the two sides inner wall of the rotation slot
Foot wheel.
Preferably, it includes that mortar is laid with height gauge that the mortar, which is laid with height adjustment device, and the mortar is laid with height gauge
On be provided with the first groove, the first rectangular opening, the bottom end of first vertical bar are provided on the side inner wall of first groove
It extends in the first groove, a side bottom of first vertical bar is welded with mortar and is laid with height gauge adjusting screw, the mortar
One end of height gauge adjusting screw is laid with through the first rectangular opening and extends to the side of mortar laying height gauge, the mortar paving
If being threaded with mortar on the outer wall of height gauge adjusting screw is laid with height gauge adjusting nut, the mortar is laid with height gauge tune
The side for saving nut is in contact with the side that mortar is laid with height gauge.
Preferably, bunker valve is fixedly installed on the inner wall of the bunker, the handle of the bunker valve prolongs
Extend to the side of bunker.
Preferably, the two sides of the coutroi velocity plate are provided with screw hole, and fixed control is provided in the screw hole
Flow velocity plate screw, the coutroi velocity plate are fixedly mounted on bunker by fixed coutroi velocity plate screw.
Preferably, the side of the second support leg wheel is rotatably connected to shaft, the top of the shaft and second support
The lower rotation of leg connects, and the side of the shaft is vertically welded with brake plate, is provided with circular hole on the brake plate, and described the
The side of two rack legs is welded with transverse slat, and through-hole is provided at the top of the transverse slat, and the through-hole is located at the surface of circular hole, institute
The top two sides for stating transverse slat are respectively arranged with location hole and card hole, and the location hole and card hole are located at the two sides of through-hole, institute
It states and slidably connects round bar on the inner wall of through-hole, the bottom end of the round bar extends through through-hole and circular hole and extends to brake plate
Lower section, fixing sleeve is equipped with plectane on the outer wall of the round bar, is in contact at the top of the bottom of the plectane and brake plate, the circle
Spring is arranged on the outer wall of bar, the spring is welded with l-shaped rod, institute between plectane and transverse slat at the top of the round bar
The bottom end of l-shaped rod is stated through card hole and extends to the lower section of transverse slat.
Preferably, the bottom of the second support leg is welded with bearing, and the top of the shaft extends to the inner ring of bearing
And it is mutually welded with the inner ring of bearing.
The invention also provides a kind of operating methods of reinforced microscopic fiberboard integrated precast equipment, including following step
It is rapid:
S1: to the built-in sand filling slurry of three bunkers, unscrewing mortar and be laid with height gauge adjusting nut, mortar is pushed to be laid with height gauge,
Left side is adjusted according to first layer mortar required thickness and second layer mortar required thickness and third layer mortar required thickness respectively
Mortar be laid with height gauge height and centre mortar be laid with height gauge height and right side mortar be laid with height gauge height
Degree screws mortar and is laid with height gauge adjusting nut after the completion of adjustment, fixed a roll of fine respectively in two fiber cloth fixing axles
Wei Bu；
S2: unscrewing and be laid with fiber cloth height gauge adjusting nut, pushes and is laid with fiber cloth height gauge, according to needed for first layer fiber cloth
The height of the laying fiber cloth height gauge in left side and the laying fiber on right side are highly adjusted with second layer fiber cloth desired height
The height of cloth height gauge screws after the completion of adjustment and is laid with fiber cloth height gauge adjusting nut；
S3: all shock club instrument and shock club motor are opened, turns left from right side and pushes away framework beam, makes first support leg wheel and second
The walking of rack leg wheel, when the bunker in left side is moved to the starting point of station, the bunker valve for first opening left side makes left side
Mortar in bunker, toward flowing down, adjusts coutroi velocity plate by gravity to control the flow of mortar, controls the walking speed of framework beam
Degree, makes the height of first layer mortar reach the height of the mortar laying height gauge in left side, and the bunker in left side is moved to station
Terminal when, close left side bunker valve, while the vibration of the bunker in left side can pass to left side mortar laying
Height gauge is laid with height gauge using the mortar in left side and first layer mortar and carries out vibration compacting to pave；
S4: when the laying fiber cloth height gauge in left side is moved to the starting point of station, pull left side fiber cloth fixing axle on
Fiber cloth is located at fiber cloth between the laying fiber cloth height foot wheel in left side and first layer mortar, and fiber cloth is made to be attached to
The surface of one layer of mortar is laid with fiber cloth height foot wheel and shakeouts fiber cloth in mortar surface during walking；
S5: when intermediate bunker is moved to the starting point of station, intermediate bunker valve is opened, is made in intermediate bunker
Mortar by gravity toward dirty cocurrent to the surface of first layer fiber cloth, adjust coutroi velocity plate to control the flow of mortar, control
The speed of travel of framework beam processed makes the height of second layer mortar reach the height that intermediate mortar is laid with height gauge, in centre
When bunker is moved to the terminal of station, intermediate bunker valve is closed, while the vibration of intermediate bunker can transmit
It is laid with height gauge to intermediate mortar, height gauge is laid with using intermediate mortar and second layer mortar and vibrate close to pave
It is real；
S6: when the laying fiber cloth height gauge on right side is moved to the starting point of station, pull right side fiber cloth fixing axle on
Fiber cloth is located at fiber cloth between the laying fiber cloth height foot wheel on right side and second layer mortar, and fiber cloth is made to be attached to
The surface of two layers of mortar is laid with fiber cloth height foot wheel and shakeouts fiber cloth in mortar surface during walking；
S7: when the bunker on right side is moved to the starting point of station, the bunker valve on right side is opened, in the bunker for making right side
Mortar by gravity toward dirty cocurrent to the surface of second layer fiber cloth, adjust coutroi velocity plate to control the flow of mortar, control
The speed of travel of framework beam processed makes the height of third layer mortar reach the height of the mortar laying height gauge on right side, on right side
When bunker is moved to the terminal of station, the bunker valve on right side is closed, while the vibration of the bunker on right side can transmit
It is laid with height gauge to the mortar on right side, height gauge is laid with using the mortar on right side and third layer mortar and vibrate close to pave
It is real；
S8: after the completion of laying, l-shaped rod is pulled up, l-shaped rod will drive round bar and plectane moves up and round bar can be made to be detached from
Circular hole, when round bar is detached from circular hole, rotation l-shaped rod makes the bottom end of l-shaped rod be directed at location hole, unclamps l-shaped rod, and spring can make L-type
Bar is caught in location hole, and second support leg wheel can be used as universal wheel use, station easy to remove to next at this time.
The beneficial effects of the present invention are:
1, to three bunkers built-in sand filling slurry, respectively according to first layer mortar required thickness and second layer mortar required thickness and
Third layer mortar required thickness is laid with the height of height gauge and the height of intermediate mortar laying height gauge to adjust the mortar in left side
Degree and the mortar on right side are laid with the height of height gauge, fix a roll of fiber cloth respectively in two fiber cloth fixing axles, respectively root
The height of the laying fiber cloth height gauge in left side is adjusted according to first layer fiber cloth desired height and second layer fiber cloth desired height
The height of degree and the laying fiber cloth height gauge on right side, opens all shock club instrument and shock club motor, turns left and push away from right side
Framework beam, when the bunker in left side is moved to the starting point of station, the bunker valve for first opening left side makes the bunker in left side
Interior mortar flows down by gravity is past, and shock club instrument can promote mortar flow velocity, adjusts coutroi velocity plate to control the stream of mortar
Amount, controls the speed of travel of framework beam, so that the height of first layer mortar is reached the height of the mortar laying height gauge in left side, on a left side
When the bunker of side is moved to the terminal of station, the bunker valve in left side is closed, while the vibration of the bunker in left side can be with
The mortar for passing to left side is laid with height gauge, is laid with height gauge using the mortar in left side and first layer mortar and vibrates to pave
It is closely knit, when the laying fiber cloth height gauge in left side is moved to the starting point of station, pull the fibre in the fiber cloth fixing axle in left side
Wei Bu makes fiber cloth be attached to the surface of first layer mortar, during walking, is laid with fiber cloth height foot wheel and spreads out fiber cloth
It puts down in mortar surface, when intermediate bunker is moved to the starting point of station, opens intermediate bunker valve, make intermediate material
Mortar in hopper, toward dirty cocurrent to the surface of first layer fiber cloth, is moved to the end of station in intermediate bunker by gravity
When point, intermediate bunker valve is closed, height gauge is laid with using intermediate mortar and second layer mortar and vibrates to pave
It is closely knit, when the laying fiber cloth height gauge on right side is moved to the starting point of station, pull the fibre in the fiber cloth fixing axle on right side
Wei Bu makes fiber cloth be attached to the surface of second layer mortar, during walking, is laid with fiber cloth height foot wheel and spreads out fiber cloth
When putting down the bunker in mortar surface, on right side and being moved to the starting point of station, the bunker valve on right side is opened, makes the material on right side
For mortar in hopper by gravity toward dirty cocurrent to the surface of second layer fiber cloth, the bunker on right side is moved to the end of station
When point, the bunker valve on right side is closed, height gauge is laid with using the mortar on right side and third layer mortar and vibrates to pave
It is closely knit.
2, the configuration of the present invention is simple, coutroi velocity plate can control mortar flow, and mortar, which is laid with height gauge, can control sand
Thickness is starched, the height that being laid with fiber cloth height foot wheel can guarantee that fiber cloth is laid with pulls up l-shaped rod after the completion of laying
And l-shaped rod is rotated, and l-shaped rod can be made to be caught in location hole, then second support leg wheel can be used as universal wheel use, facilitate turning,
And then station easy to remove to next, so that not needing manual handling mortar, the loss of energy is smaller, it is at low cost, it is laid with
The height of fiber cloth is more accurate, and the control of mortar material height is also more accurate, and can be laid with to avoid generation due to fiber cloth
Height it is not accurate and the problem of cause high-volume prefabricated board to be scrapped, the present invention can be primary by reinforced microscopic fiberboard when using
Property be made into 50m long, when use, cuts according to requirement length.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention；
Fig. 2 is a kind of enlarged drawing of the part A of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention；
Fig. 3 is a kind of structural schematic diagram of the bunker of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention；
Fig. 4 is that a kind of mortar of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention is laid with the structure of height gauge
Schematic diagram；
Fig. 5 is a kind of knot of the laying fiber cloth height gauge of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention
Structure schematic diagram；
Fig. 6 is that a kind of mortar of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention is laid with the side view of height gauge
Figure；
Fig. 7 is a kind of side of the laying fiber cloth height gauge of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention
View；
Fig. 8 is a kind of rectangle mounting hole bottom view of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention；
Fig. 9 is a kind of laying fiber cloth height foot wheel of reinforced microscopic fiberboard integrated precast equipment proposed by the present invention
Side view.
In figure: 1 framework beam, 2 bunkers, 3 fiber cloth fixing axles, 4 first support legs, 5 first support leg wheels, 6 bunkers
Valve, 7 mortars are laid with height gauge, 8 mortars are laid with height gauge adjusting screw, 9 shock club instrument, 10 shock club motor, 11 layings
Fiber cloth height foot wheel, 12 are laid with fiber cloth height gauge, 13 laying fiber cloth height gauge adjusting nuts, 14 laying fiber cloth height
Ruler adjusting screw, 15 fixed coutroi velocity plate screws, 16 coutroi velocity plates, 17 second support legs, 18 shafts, 19 second support legs
Wheel, 20 brake plates, 21 circular holes, 22 plectanes, 23 springs, 24 transverse slats, 25 card holes, 26 l-shaped rods, 27 round bars, 28 location holes, 29 peaces
Loading board, 30 first vertical bars, 31 mortars are laid with height gauge adjusting nut, 32 first grooves, 33 second vertical bars, 34 second grooves, 35
First rectangular opening, 36 second rectangular openings, 37 rectangle mounting holes, 38 rotation slots.
Specific embodiment
Combined with specific embodiments below the present invention is made further to explain.
Embodiment
With reference to Fig. 1-9, a kind of reinforced microscopic fiberboard integrated precast equipment, including skeleton are proposed in the present embodiment
Beam 1, the top of framework beam 1 are arranged the mounting hole there are three spaced set, are fixedly installed with bunker on the inner wall of mounting hole
2, the bottom end penetrating mounting holes of bunker 2 and the lower section for extending to framework beam 1 are symmetrical arranged that there are two rectangles to pacify on framework beam 1
Hole 37 is filled, two rectangle mounting holes 37 are alternately located between three bunkers 2, are welded on the two sides inner wall of rectangle mounting hole 37
The same cylinder is rotatably connected to fiber cloth fixing axle 3 on the outer wall of cylinder, and the two sides of the bottom of cylinder are welded with the second vertical bar
33, two the second vertical bars 33 are located at the two sides of fiber cloth fixing axle 3, and rectangle mounting hole 37 is run through in the bottom end of the second vertical bar 33
And the lower section of framework beam 1 is extended to, the same laying fiber cloth height adjustment device is installed on two the second vertical bars 33；
The side of bunker 2 is fixedly installed with shock club motor 10, and vibration is fixedly installed on the output shaft of shock club motor 10
One end of stick instrument 9, shock club instrument 9 through bunker 2 and extends in bunker 2, and fixing sleeve is equipped with coutroi velocity on bunker 2
Plate 16, a side bottom of bunker 2, which is detachably fixed, is equipped with mounting plate 29, and coutroi velocity plate 16 is run through in the side of mounting plate 29
And the side of coutroi velocity plate 16 is extended to, the bottom of mounting plate 29 is welded with the first vertical bar 30, fixed peace on the first vertical bar 30
Equipped with mortar be laid with height adjustment device, the two sides of the bottom of framework beam 1 is respectively symmetrically fixedly mounted there are two 4 He of first support leg
Two second support legs 17, a side bottom of first support leg 4 and the bottom of second support leg 17 are rotatably connected to first respectively
Rack leg wheel 5 and second support leg wheel 19, first support leg wheel 5 and second support leg wheel 19 are located in same level, to three
A bunker 2 built-in sand filling slurry, respectively according to first layer mortar required thickness and second layer mortar required thickness and third layer sand
Slurry required thickness is laid with the height of height gauge 7 and height and the right side of intermediate mortar laying height gauge 7 to adjust the mortar in left side
The mortar of side is laid with the height of height gauge 7, the fixed a roll of fiber cloth respectively in two fiber cloth fixing axles 3, respectively according to the
One layer of fiber cloth desired height and second layer fiber cloth desired height adjust the height of the laying fiber cloth height gauge 12 in left side
With the height of the laying fiber cloth height gauge 12 on right side, all shock club instrument 9 and shock club motor 10 are opened, is turned left from right side
Framework beam 1 is pushed away, when the bunker 2 in left side is moved to the starting point of station, the bunker valve 6 for first opening left side makes the material in left side
Mortar in hopper 2 flows down by gravity is past, and shock club instrument 9 can promote mortar flow velocity, adjust coutroi velocity plate 16 to control
The flow of mortar controls the speed of travel of framework beam 1, and the mortar for making the height of first layer mortar reach left side is laid with height gauge 7
Height, when the bunker 2 in left side is moved to the terminal of station, close the bunker valve 6 in left side, while the hopper in left side
The mortar that the vibration in storehouse 2 can pass to left side is laid with height gauge 7, is laid with height gauge 7 using the mortar in left side to pave first
Layer mortar simultaneously carries out vibration compacting, when the laying fiber cloth height gauge 12 in left side is moved to the starting point of station, pulls left side
Fiber cloth in fiber cloth fixing axle 3 makes fiber cloth be attached to the surface of first layer mortar, during walking, is laid with fiber
Cloth height foot wheel 11 shakeouts fiber cloth in mortar surface, when intermediate bunker 2 is moved to the starting point of station, opens intermediate
Bunker valve 6, make mortar in intermediate bunker 2 by gravity toward dirty cocurrent to the surface of first layer fiber cloth,
When intermediate bunker 2 is moved to the terminal of station, intermediate bunker valve 6 is closed, is laid with height using intermediate mortar
Ruler 7 second layer mortar and carries out vibration compacting to pave, and the laying fiber cloth height gauge 12 on right side is moved to the starting point of station
When, the fiber cloth in the fiber cloth fixing axle 3 on right side is pulled, so that fiber cloth is attached to the surface of second layer mortar, in the mistake of walking
Cheng Zhong is laid with fiber cloth height foot wheel 11 for fiber cloth and shakeouts that the bunker 2 in mortar surface, on right side is moved to station
When point, the bunker valve 6 on right side is opened, makes the mortar in the bunker 2 on right side by the past dirty cocurrent of gravity to second layer fibre
The surface for tieing up cloth when the bunker 2 on right side is moved to the terminal of station, closes the bunker valve 6 on right side, utilizes right side
Mortar is laid with height gauge 7 and third layer mortar and carries out vibration compacting to pave, the configuration of the present invention is simple, and coutroi velocity plate 16 can be with
Mortar flow is controlled, mortar, which is laid with height gauge 7, can control mortar thickness, and fiber can be guaranteed by being laid with fiber cloth height foot wheel 11
The height that cloth is laid with pulls up l-shaped rod 26 and rotates l-shaped rod 26, l-shaped rod 26 can be made to be caught in positioning after the completion of laying
Hole 28, then second support leg wheel 19 can be used as universal wheel use, facilitates turning, and then station easy to remove to next, makes
Manual handling mortar must not be needed, the loss of energy is smaller, and at low cost, the height for being laid with fiber cloth is more accurate, mortar material
Expect that height control is also more accurate, and high-volume prefabricated board can be led to since fiber cloth laying height is not accurate to avoid generation
The problem of scrapping；The present invention using when reinforced microscopic fiberboard can disposably be made into 50m long, want according to using when use
Length is asked to cut, it is easy to use.
In the present embodiment, being laid with fiber cloth height adjustment device includes being laid with fiber cloth height gauge 12, and it is high to be laid with fiber cloth
It is provided with the second groove 34 on degree ruler 12, the second rectangular opening 36, the second vertical bar 33 are provided on the side inner wall of the second groove 34
Bottom end extend in the second groove 34, a side bottom of the second vertical bar 33 be welded be laid with fiber cloth height gauge adjusting screw
14, one end of fiber cloth height gauge adjusting screw 14 is laid with through the second rectangular opening 36 and extends to laying fiber cloth height gauge 12
Side, be laid with fiber cloth height gauge adjusting screw 14 outer wall on be threaded be laid with fiber cloth height gauge adjusting nut
13, the side for being laid with fiber cloth height gauge adjusting nut 13 is in contact with the side for being laid with fiber cloth height gauge 12, is laid with fiber
The bottom of cloth height gauge 12 is provided with rotation slot 38, and the same laying fiber cloth is rotatably connected on the two sides inner wall of rotation slot 38
Height foot wheel 11, it includes that mortar is laid with height gauge 7 that mortar, which is laid with height adjustment device, and mortar, which is laid on height gauge 7, is provided with the
One groove 32 is provided with the first rectangular opening 35 on the side inner wall of first groove 32, and the bottom end of the first vertical bar 30 extends to first
In groove 32, a side bottom of the first vertical bar 30 is welded with mortar and is laid with height gauge adjusting screw 8, and mortar is laid with height gauge and adjusts
One end of screw 8 runs through the first rectangular opening 35 and extends to the side that mortar is laid with height gauge 7, and mortar is laid with height gauge and adjusts spiral shell
It is threaded with mortar on the outer wall of silk 8 and is laid with height gauge adjusting nut 31, mortar is laid with the side of height gauge adjusting nut 31
The side for being laid with height gauge 7 with mortar is in contact, and bunker valve 6, bunker valve are fixedly installed on the inner wall of bunker 2
6 handle extends to the side of bunker 2, and the two sides of coutroi velocity plate 16 are provided with screw hole, is provided in screw hole solid
Determine coutroi velocity plate screw 15, coutroi velocity plate 16 passes through fixed coutroi velocity plate screw 15 and is fixedly mounted on bunker 2, the
The side of two rack leg wheels 19 is rotatably connected to shaft 18, and the top of shaft 18 is connect with the lower rotation of second support leg 17,
The side of shaft 18 is vertically welded with brake plate 20, and circular hole 21, the side welding of second support leg 17 are provided on brake plate 20
There is transverse slat 24, the top of transverse slat 24 is provided with through-hole, and through-hole is located at the surface of circular hole 21, and the top two sides of transverse slat 24 are set respectively
It is equipped with location hole 28 and card hole 25, location hole 28 and card hole 25 are located at the two sides of through-hole, are slidably connected on the inner wall of through-hole
There is round bar 27, the bottom end of round bar 27 extends through through-hole and circular hole 21 and the lower section for extending to brake plate 20, the outer wall of round bar 27
Upper fixing sleeve is equipped with plectane 22, and the bottom of plectane 22 is in contact with the top of brake plate 20, is arranged with bullet on the outer wall of round bar 27
Spring 23, for spring 23 between plectane 22 and transverse slat 24, the top of round bar 27 is welded with l-shaped rod 26, and the bottom end of l-shaped rod 26 is run through
Card hole 25 and the lower section for extending to transverse slat 24, the bottom of second support leg 17 are welded with bearing, and the top of shaft 18 extends to axis
The inner ring that holds simultaneously mutually is welded with the inner ring of bearing, is starched to three built-in sand fillings of bunker 2, respectively the thickness according to needed for first layer mortar
Degree and second layer mortar required thickness and third layer mortar required thickness come adjust the mortar in left side be laid with height gauge 7 height and
Intermediate mortar is laid with the height of height gauge 7 and the mortar on right side is laid with the height of height gauge 7, in two fiber cloth fixing axles 3
Upper a roll of fiber cloth fixed respectively, adjusts according to first layer fiber cloth desired height and second layer fiber cloth desired height respectively
The height of the laying fiber cloth height gauge 12 of the height and right side of the laying fiber cloth height gauge 12 in left side, opens all shock clubs
Instrument 9 and shock club motor 10, turn left from right side and push away framework beam 1, when the bunker 2 in left side is moved to the starting point of station, first
The bunker valve 6 for opening left side makes the mortar in the bunker 2 in left side flow down by gravity is past, and shock club instrument 9 can promote
Mortar flow velocity adjusts coutroi velocity plate 16 to control the flow of mortar, controls the speed of travel of framework beam 1, make first layer mortar
Height reach left side mortar be laid with height gauge 7 height, when the bunker 2 in left side is moved to the terminal of station, close
The bunker valve 6 in left side, while the vibration of the bunker 2 in left side can pass to the mortar laying height gauge 7 in left side, utilize
The mortar in left side is laid with height gauge 7 and first layer mortar and carries out vibration compacting to pave, the laying fiber cloth height gauge in left side
12 when being moved to the starting point of station, pulls the fiber cloth in the fiber cloth fixing axle 3 in left side, fiber cloth is made to be attached to first layer mortar
Surface be laid with fiber cloth height foot wheel 11 during walking and shakeout fiber cloth in mortar surface, in intermediate hopper
When storehouse 2 is moved to the starting point of station, open intermediate bunker valve 6, make the mortar in intermediate bunker 2 by gravity down
Intermediate bunker is closed when intermediate bunker 2 is moved to the terminal of station in the surface for flowing and flowing to first layer fiber cloth
Valve 6 is laid with height gauge 7 using intermediate mortar to pave and second layer mortar and carries out vibration compacting, and the laying on right side is fine
When dimension cloth height gauge 12 is moved to the starting point of station, the fiber cloth in the fiber cloth fixing axle 3 on right side is pulled, fiber cloth is attached to
The surface of second layer mortar is laid with fiber cloth height foot wheel 11 and shakeouts fiber cloth in mortar surface during walking,
When the bunker 2 on right side is moved to the starting point of station, the bunker valve 6 on right side is opened, makes the mortar in the bunker 2 on right side
By gravity toward dirty cocurrent to the surface of second layer fiber cloth, when the bunker 2 on right side is moved to the terminal of station, close right
The bunker valve 6 of side is laid with height gauge 7 using the mortar on right side and third layer mortar and carries out vibration compacting to pave；This hair
Reinforced microscopic fiberboard can disposably be made into 50m long, when use cuts according to requirement length when bright use；
The configuration of the present invention is simple, coutroi velocity plate 16 can control mortar flow, and mortar, which is laid with height gauge 7, can control mortar thickness,
The height that being laid with fiber cloth height foot wheel 11 can guarantee that fiber cloth is laid with pulls up l-shaped rod 26 and revolves after the completion of laying
Turn l-shaped rod 26, l-shaped rod 26 can be made to be caught in location hole 28, then second support leg wheel 19 can be used as universal wheel use, convenient to turn
It is curved, and then station easy to remove to next, so that not needing manual handling mortar, the loss of energy is smaller, at low cost, paving
If the height of fiber cloth is more accurate, the control of mortar material height is also more accurate, and can be spread to avoid generation due to fiber cloth
It is the problem of causing high-volume prefabricated board to be scrapped if height is not accurate, easy to use.
It in the present embodiment, when in use, is starched to three built-in sand fillings of bunker 2, unscrews mortar and be laid with height gauge adjusting spiral shell
Mother 31 pushes mortar to be laid with height gauge 7, respectively according to first layer mortar required thickness and second layer mortar required thickness and third
To adjust, the mortar in left side is laid with the height of height gauge 7 to layer mortar required thickness and intermediate mortar is laid with the height of height gauge 7
And the mortar on right side is laid with the height of height gauge 7, after the completion of adjustment, screws mortar and is laid with height gauge adjusting nut 31, two
A roll of fiber cloth is fixed in a fiber cloth fixing axle 3 respectively, unscrews and is laid with fiber cloth height gauge adjusting nut 13, pushes and is laid with fibre
Cloth height gauge 12 is tieed up, being laid with fiber cloth height gauge 12 can drive laying fiber cloth height gauge adjusting screw 14 in the second rectangular opening
It is moved in 36, the laying that left side is adjusted according to first layer fiber cloth desired height and second layer fiber cloth desired height is fine
The height for tieing up the height of cloth height gauge 12 and the laying fiber cloth height gauge 12 on right side screws laying fiber after the completion of adjustment
Cloth height gauge adjusting nut 13 opens all shock club instrument 9 and shock club motor 10, turns left from right side and push away framework beam 1, skeleton
Beam 1 can drive first support leg 4 and second support leg 17 to carry out transverse shifting, and then can make first support leg wheel 5 and the
The walking of two rack leg wheels 19, when the bunker 2 in left side is moved to the starting point of station, the bunker valve 6 for first opening left side makes
Mortar in the bunker 2 in left side flows down by gravity is past, and shock club instrument 9 can promote mortar flow velocity, adjust coutroi velocity plate
16 control the flow of mortar, control the speed of travel of framework beam 1, the mortar for making the height of first layer mortar reach left side is laid with
The height of height gauge 7 when the bunker 2 in left side is moved to the terminal of station, closes the bunker valve 6 in left side, while left
The vibration of the bunker 2 of side can pass to left side mortar be laid with height gauge 7, using left side mortar be laid with height gauge 7 come
It paves and first layer mortar and carries out vibration compacting, when the laying fiber cloth height gauge 12 in left side is moved to the starting point of station, draw
Fiber cloth in the fiber cloth fixing axle 3 in dynamic left side, makes fiber cloth be located at the laying fiber cloth height foot wheel 11 and first in left side
Between layer mortar, and the surface for making fiber cloth be attached to first layer mortar is laid with fiber cloth height foot wheel 11 during walking
Fiber cloth is shakeout in mortar surface, when intermediate bunker 2 is moved to the starting point of station, opens intermediate bunker valve
6, so that the mortar in intermediate bunker 2, toward dirty cocurrent to the surface of first layer fiber cloth, is adjusted coutroi velocity plate by gravity
16 control the flow of mortar, control the speed of travel of framework beam 1, so that the height of second layer mortar is reached intermediate mortar and be laid with
The height of height gauge 7 closes intermediate bunker valve 6 when intermediate bunker 2 is moved to the terminal of station, while in
Between the vibration of bunker 2 can pass to intermediate mortar and be laid with height gauge 7, using intermediate mortar be laid with height gauge 7 come
It paves and second layer mortar and carries out vibration compacting, when the laying fiber cloth height gauge 12 on right side is moved to the starting point of station, draw
Fiber cloth in the fiber cloth fixing axle 3 on dynamic right side, makes fiber cloth be located at the laying fiber cloth height foot wheel 11 and second on right side
Between layer mortar, and the surface for making fiber cloth be attached to second layer mortar is laid with fiber cloth height foot wheel 11 during walking
When fiber cloth being shakeout the bunker 2 in mortar surface, on right side being moved to the starting point of station, the bunker valve on right side is opened
6, so that the mortar in the bunker 2 on right side, toward dirty cocurrent to the surface of second layer fiber cloth, is adjusted coutroi velocity plate by gravity
16 control the flow of mortar, control the speed of travel of framework beam 1, the mortar for making the height of third layer mortar reach right side is laid with
The height of height gauge 7 when the bunker 2 on right side is moved to the terminal of station, closes the bunker valve 6 on right side, while right
The vibration of the bunker 2 of side can pass to right side mortar be laid with height gauge 7, using right side mortar be laid with height gauge 7 come
The third layer that paves mortar simultaneously carries out vibration compacting, after the completion of laying, pulls up l-shaped rod 26, l-shaped rod 26 will drive round bar 27
It is moved up with plectane 22 and round bar 27 can be made to be detached from circular hole 21, while meeting compressed spring 23, when round bar 27 is detached from circular hole 21,
Rotation l-shaped rod 26 makes the bottom end of l-shaped rod 26 be directed at location hole 28, unclamps l-shaped rod 26, and spring 23 can make l-shaped rod 26 be caught in positioning
Hole 28, then round bar 27 no longer limits brake plate 20, and then second support leg wheel 19 can be used as universal wheel use, convenient
Turning, and then station easy to remove to next, so that not needing manual handling mortar, the loss of energy is smaller, at low cost,
The height for being laid with fiber cloth is more accurate, and the control of mortar material height is also more accurate, and can be to avoid generation due to fiber cloth
Be laid with height it is not accurate and the problem of cause high-volume prefabricated board to be scrapped；The present invention can be by reinforced microscopic fiberboard when using
Disposably it is made into 50m long, when use cuts according to requirement length, easy to use.
The invention also provides a kind of operating methods of reinforced microscopic fiberboard integrated precast equipment, including following step
It is rapid:
S1: starching to three built-in sand fillings of bunker 2, unscrews mortar and is laid with height gauge adjusting nut 31, mortar is pushed to be laid with height
Ruler 7 is adjusted according to first layer mortar required thickness and second layer mortar required thickness and third layer mortar required thickness respectively
The mortar in left side is laid with the height of height gauge 7 and the mortar of centre is laid with the height of height gauge 7 and the mortar on right side is laid with height
The height of ruler 7 screws mortar and is laid with height gauge adjusting nut 31, in two fiber cloth fixing axles 3 respectively after the completion of adjustment
Fixed a roll fiber cloth；
S2: unscrewing and be laid with fiber cloth height gauge adjusting nut 13, pushes and is laid with fiber cloth height gauge 12, according to first layer fiber cloth
Desired height and second layer fiber cloth desired height adjust the height of the laying fiber cloth height gauge 12 in left side and the paving on right side
If the height of fiber cloth height gauge 12, after the completion of adjustment, screws and be laid with fiber cloth height gauge adjusting nut 13；
S3: opening all shock club instrument 9 and shock club motor 10, turn left from right side and push away framework beam 1, makes first support leg wheel 5
It walks with second support leg wheel 19, when the bunker 2 in left side is moved to the starting point of station, first opens the bunker valve in left side
6 make the mortar in the bunker 2 in left side, toward flowing down, be adjusted coutroi velocity plate 16 by gravity to control the flow of mortar, control bone
Set a roof beam in place 1 the speed of travel, make the height of first layer mortar reach left side mortar be laid with height gauge 7 height, the material in left side
When hopper 2 is moved to the terminal of station, the bunker valve 6 in left side is closed, while the vibration of the bunker 2 in left side can transmit
It is laid with height gauge 7 to the mortar in left side, height gauge 7 is laid with using the mortar in left side and first layer mortar and vibrate close to pave
It is real；
S4: when the laying fiber cloth height gauge 12 in left side is moved to the starting point of station, pull left side fiber cloth fixing axle 3 on
Fiber cloth, be located at fiber cloth between the laying fiber cloth height foot wheel 11 in left side and first layer mortar, and paste fiber cloth
On the surface of first layer mortar, during walking, it is laid with fiber cloth height foot wheel 11 and shakeouts fiber cloth in mortar surface；
S5: when intermediate bunker 2 is moved to the starting point of station, intermediate bunker valve 6 is opened, makes intermediate bunker
Mortar in 2, toward dirty cocurrent to the surface of first layer fiber cloth, adjusts coutroi velocity plate 16 by gravity to control the stream of mortar
Amount controls the speed of travel of framework beam 1, and the height of second layer mortar is made to reach the height that intermediate mortar is laid with height gauge 7,
When intermediate bunker 2 is moved to the terminal of station, intermediate bunker valve 6, while the vibration of intermediate bunker 2 are closed
Intermediate mortar can be passed to and be laid with height gauge 7, height gauge 7 is laid with using intermediate mortar and goes forward side by side come the second layer mortar that paves
Row vibration compacting；
S6: when the laying fiber cloth height gauge 12 on right side is moved to the starting point of station, pull right side fiber cloth fixing axle 3 on
Fiber cloth, be located at fiber cloth between the laying fiber cloth height foot wheel 11 on right side and second layer mortar, and paste fiber cloth
On the surface of second layer mortar, during walking, it is laid with fiber cloth height foot wheel 11 and shakeouts fiber cloth in mortar surface；
S7: when the bunker 2 on right side is moved to the starting point of station, the bunker valve 6 on right side is opened, makes the bunker on right side
Mortar in 2, toward dirty cocurrent to the surface of second layer fiber cloth, adjusts coutroi velocity plate 16 by gravity to control the stream of mortar
Amount controls the speed of travel of framework beam 1, and the height of third layer mortar is made to reach the height of the mortar laying height gauge 7 on right side,
When the bunker 2 on right side is moved to the terminal of station, the bunker valve 6 on right side, while the vibration of the bunker 2 on right side are closed
The mortar that right side can be passed to is laid with height gauge 7, is laid with height gauge 7 using the mortar on right side and goes forward side by side come the third layer mortar that paves
Row vibration compacting；
S8: after the completion of laying, l-shaped rod 26 is pulled up, l-shaped rod 26 will drive round bar 27 and plectane 22 moves up and can make
Round bar 27 is detached from circular hole 21, and when round bar 27 is detached from circular hole 21, rotation l-shaped rod 26 makes the bottom end of l-shaped rod 26 be directed at location hole 28,
L-shaped rod 26 is unclamped, spring 23 can make l-shaped rod 26 be caught in location hole 28, and second support leg wheel 19 can be used as universal wheel and make at this time
With station easy to remove to next.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of reinforced microscopic fiberboard integrated precast equipment, including framework beam (1), which is characterized in that the framework beam
(1) mounting hole there are three spaced set is arranged in top, is fixedly installed with bunker (2) on the inner wall of the mounting hole,
The bottom end penetrating mounting holes of the bunker (2) and the lower section for extending to framework beam (1) are symmetrical arranged on the framework beam (1)
There are two rectangle mounting hole (37), two rectangle mounting holes (37) are alternately located between three bunkers (2), the rectangle installation
It is welded with the same cylinder on the two sides inner wall in hole (37), fiber cloth fixing axle (3) are rotatably connected on the outer wall of the cylinder,
The two sides of the bottom of the cylinder are welded with the second vertical bar (33), and two the second vertical bars (33) are located at fiber cloth fixing axle
(3) bottom end of two sides, second vertical bar (33) runs through rectangle mounting hole (37) and extends to the lower section of framework beam (1), and two
The same laying fiber cloth height adjustment device is installed on a second vertical bar (33)；
The side of the bunker (2) is fixedly installed with shock club motor (10), on the output shaft of the shock club motor (10)
It being fixedly installed with shock club instrument (9), one end of the shock club instrument (9) through bunker (2) and extends in bunker (2),
Fixing sleeve is equipped with coutroi velocity plate (16) on the bunker (2), and a side bottom of the bunker (2) is detachably fixed installation
Have mounting plate (29), the side of the mounting plate (29) through coutroi velocity plate (16) and extends to the one of coutroi velocity plate (16)
The bottom of side, the mounting plate (29) is welded with the first vertical bar (30), and mortar paving is fixedly installed on first vertical bar (30)
If height adjustment device；
The two sides of the bottom of the framework beam (1) are respectively symmetrically fixedly mounted there are two first support leg (4) and two second supports
Leg (17), a side bottom of the first support leg (4) and the bottom of second support leg (17) are rotatably connected to first respectively
Frame leg wheel (5) and second support leg wheel (19), the first support leg wheel (5) and second support leg wheel (19) are located at same level
On face.
2. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 1, which is characterized in that the paving
If fiber cloth height adjustment device includes being laid with fiber cloth height gauge (12), it is provided on the laying fiber cloth height gauge (12)
Second groove (34) is provided with the second rectangular opening (36) on the side inner wall of second groove (34), second vertical bar
(33) bottom end extends in the second groove (34), and a side bottom of second vertical bar (33), which is welded with, is laid with fiber cloth height
Ruler adjusting screw (14), described one end for being laid with fiber cloth height gauge adjusting screw (14) is through the second rectangular opening (36) and extends
To the side for being laid with fiber cloth height gauge (12), it is threadedly coupled on the outer wall for being laid with fiber cloth height gauge adjusting screw (14)
Have and be laid with fiber cloth height gauge adjusting nut (13), the side for being laid with fiber cloth height gauge adjusting nut (13) and laying are fine
The side of dimension cloth height gauge (12) is in contact, and the bottom for being laid with fiber cloth height gauge (12) is provided with rotation slot (38), institute
It states and is rotatably connected to the same laying fiber cloth height foot wheel (11) on the two sides inner wall of rotation slot (38).
3. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 1, which is characterized in that the sand
It includes that mortar is laid with height gauge (7) that slurry, which is laid with height adjustment device, and the mortar is laid on height gauge (7) and is provided with the first groove
(32), it is provided with the first rectangular opening (35) on the side inner wall of first groove (32), the bottom end of first vertical bar (30)
It extends in the first groove (32), a side bottom of first vertical bar (30) is welded with mortar and is laid with height gauge adjusting screw
(8), the mortar is laid with the one end of height gauge adjusting screw (8) through the first rectangular opening (35) and extends to mortar laying height
The side of ruler (7), the mortar, which is laid on the outer wall of height gauge adjusting screw (8), is threaded with mortar laying height gauge adjusting
Nut (31), the side that the mortar is laid with height gauge adjusting nut (31) are in contact with the side that mortar is laid with height gauge (7).
4. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 1, which is characterized in that the material
It is fixedly installed on the inner wall of hopper (2) bunker valve (6), the handle of the bunker valve (6) extends to bunker (2)
Side.
5. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 1, which is characterized in that the control
The two sides of flow velocity plate (16) processed are provided with screw hole, and fixed coutroi velocity plate screw (15), institute are provided in the screw hole
Coutroi velocity plate (16) are stated to be fixedly mounted on bunker (2) by fixed coutroi velocity plate screw (15).
6. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 1, which is characterized in that described
The side of two rack leg wheels (19) is rotatably connected to shaft (18), the top of the shaft (18) and the bottom of second support leg (17)
Portion's rotation connection, the side of the shaft (18) are vertically welded with brake plate (20), are provided with circular hole on the brake plate (20)
(21), the side of the second support leg (17) is welded with transverse slat (24), is provided with through-hole at the top of the transverse slat (24), described
Through-hole is located at the surface of circular hole (21), and the top two sides of the transverse slat (24) are respectively arranged with location hole (28) and card hole
(25), the location hole (28) and card hole (25) are located at the two sides of through-hole, slidably connect circle on the inner wall of the through-hole
Bar (27), the bottom end of the round bar (27) extends through through-hole and circular hole (21) and the lower section for extending to brake plate (20), described
Fixing sleeve is equipped with plectane (22) on the outer wall of round bar (27), connects at the top of the bottom and brake plate (20) of the plectane (22)
It touches, is arranged with spring (23) on the outer wall of the round bar (27), the spring (23) is located between plectane (22) and transverse slat (24),
It is welded with l-shaped rod (26) at the top of the round bar (27), the bottom end of the l-shaped rod (26) through card hole (25) and extends to transverse slat
(24) lower section.
7. a kind of reinforced microscopic fiberboard integrated precast equipment according to claim 6, which is characterized in that described
The bottom of two rack legs (17) is welded with bearing, and the top of the shaft (18) extends to the inner ring of bearing and the inner ring with bearing
Mutually weld.
8. a kind of operating method of reinforced microscopic fiberboard integrated precast equipment, which comprises the following steps:
S1: it to the built-in sand filling slurry of three bunkers (2), unscrews mortar and is laid with height gauge adjusting nut (31), mortar is pushed to be laid with
Height gauge (7), respectively according to first layer mortar required thickness and second layer mortar required thickness and third layer mortar required thickness
To adjust, the mortar in left side is laid with the height of height gauge (7) and intermediate mortar is laid with the height of height gauge (7) and the sand on right side
Slurry is laid with the height of height gauge (7), after the completion of adjustment, screws mortar and is laid with height gauge adjusting nut (31), in two fibers
A roll of fiber cloth is fixed in cloth fixing axle (3) respectively；
S2: unscrewing and be laid with fiber cloth height gauge adjusting nut (13), pushes and is laid with fiber cloth height gauge (12), according to first layer fibre
Cloth desired height and second layer fiber cloth desired height are tieed up to adjust height and the right side of the laying fiber cloth height gauge (12) in left side
The height of the laying fiber cloth height gauge (12) of side screws after the completion of adjustment and is laid with fiber cloth height gauge adjusting nut (13)；
S3: all shock club instrument (9) and shock club motor (10) are opened, turns left from right side and pushes away framework beam (1), make first support
Leg wheel (5) and second support leg wheel (19) walking, when the bunker (2) in left side is moved to the starting point of station, first open left side
Bunker valve (6) make the mortar in the bunker (2) in left side by gravity toward flowing down, adjustment coutroi velocity plate (16) controls
The flow of mortar controls the speed of travel of framework beam (1), and the mortar for making the height of first layer mortar reach left side is laid with height gauge
(7) height when the bunker (2) in left side is moved to the terminal of station, closes the bunker valve (6) in left side, while left
The mortar that the vibration of the bunker (2) of side can pass to left side is laid with height gauge (7), is laid with height gauge using the mortar in left side
(7) first layer mortar and vibration compacting is carried out to pave；
S4: when the laying fiber cloth height gauge (12) in left side is moved to the starting point of station, the fiber cloth fixing axle in left side is pulled
(3) fiber cloth on is located at fiber cloth between the laying fiber cloth height foot wheel (11) in left side and first layer mortar, and makes fibre
Wei Bu is attached to the surface of first layer mortar, during walking, is laid with fiber cloth height foot wheel (11) and shakeouts fiber cloth
Mortar surface；
S5: when intermediate bunker (2) is moved to the starting point of station, intermediate bunker valve (6) is opened, makes intermediate material
Mortar in hopper (2), toward dirty cocurrent to the surface of first layer fiber cloth, adjusts coutroi velocity plate (16) by gravity to control
The flow of mortar controls the speed of travel of framework beam (1), so that the height of second layer mortar is reached intermediate mortar and is laid with height gauge
(7) height closes intermediate bunker valve (6) when intermediate bunker (2) is moved to the terminal of station, while in
Between the vibration of bunker (2) can pass to intermediate mortar and be laid with height gauge (7), utilize intermediate mortar to be laid with height gauge
(7) second layer mortar and vibration compacting is carried out to pave；
S6: when the laying fiber cloth height gauge (12) on right side is moved to the starting point of station, the fiber cloth fixing axle on right side is pulled
(3) fiber cloth on is located at fiber cloth between the laying fiber cloth height foot wheel (11) on right side and second layer mortar, and makes fibre
Wei Bu is attached to the surface of second layer mortar, during walking, is laid with fiber cloth height foot wheel (11) and shakeouts fiber cloth
Mortar surface；
S7: when the bunker (2) on right side is moved to the starting point of station, the bunker valve (6) on right side is opened, makes the material on right side
Mortar in hopper (2), toward dirty cocurrent to the surface of second layer fiber cloth, adjusts coutroi velocity plate (16) by gravity to control
The flow of mortar controls the speed of travel of framework beam (1), and the mortar for making the height of third layer mortar reach right side is laid with height gauge
(7) height when the bunker (2) on right side is moved to the terminal of station, closes the bunker valve (6) on right side, while right
The mortar that the vibration of the bunker (2) of side can pass to right side is laid with height gauge (7), is laid with height gauge using the mortar on right side
(7) third layer mortar and vibration compacting is carried out to pave；
S8: after the completion of laying, pulling up l-shaped rod (26), and l-shaped rod (26) will drive round bar (27) and plectane (22) Xiang Shangyi
It moves and round bar (27) can be made to be detached from circular hole (21), when round bar (27) are detached from circular hole (21), rotation l-shaped rod (26) makes l-shaped rod
(26) bottom end is directed at location hole (28), unclamps l-shaped rod (26), and spring (23) can make l-shaped rod (26) be caught in location hole (28), this
When second support leg wheel (19) can be used as universal wheel use, station easy to remove to next.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910514171.9A CN110271081B (en) | 2019-06-14 | 2019-06-14 | Integral prefabricating equipment for reinforced fine sand fiberboard and operation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910514171.9A CN110271081B (en) | 2019-06-14 | 2019-06-14 | Integral prefabricating equipment for reinforced fine sand fiberboard and operation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110271081A true CN110271081A (en) | 2019-09-24 |
| CN110271081B CN110271081B (en) | 2024-01-16 |
Family
ID=67960796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910514171.9A Active CN110271081B (en) | 2019-06-14 | 2019-06-14 | Integral prefabricating equipment for reinforced fine sand fiberboard and operation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110271081B (en) |
Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1362743A (en) * | 1962-05-18 | 1964-06-05 | Suedbau Sueddeutsche Bautechni | Method and device for applying topcoats to insulating plates; laminated insulation board |
| US4371330A (en) * | 1980-09-22 | 1983-02-01 | W. R. Grace & Co. | Adjustable screed bar apparatus |
| SU1306724A1 (en) * | 1985-09-09 | 1987-04-30 | Республиканское Проектно-Технологическое Производственное Объединение "Росоргтехстрой" Росколхозстройобъединения | Device for placing and compacting the building mix |
| JPH09226593A (en) * | 1996-02-21 | 1997-09-02 | Sony Corp | Carriage |
| US5961900A (en) * | 1992-10-10 | 1999-10-05 | Wedi; Helmut | Method of manufacturing composite board |
| CN1425543A (en) * | 2002-12-30 | 2003-06-25 | 沈阳建宝丽新型建材有限公司 | Process and equipment for producing external adhesive type composite plate |
| CN2657897Y (en) * | 2003-10-17 | 2004-11-24 | 姚明起 | Compound forming device of light composite board |
| CN200991955Y (en) * | 2006-12-30 | 2007-12-19 | 山东鸿泰建设集团有限公司 | Composite-board slurry laying-out vehicle |
| US20080099171A1 (en) * | 2006-11-01 | 2008-05-01 | United States Gypsum Company | Process and apparatus for feeding cementitious slurry for fiber-reinforced structural cement panels |
| WO2010069262A1 (en) * | 2008-12-18 | 2010-06-24 | 延津县新兴建材研发推广中心 | Method for manufacturing and installing heat insulation outer wall and board-spreading machine thereof |
| CN203583322U (en) * | 2013-10-11 | 2014-05-07 | 武汉二航路桥特种工程有限责任公司 | Large-area epoxy mortar spreading device capable of adjusting thickness |
| CN204850473U (en) * | 2015-07-07 | 2015-12-09 | 中铁城建集团有限公司 | Portable concrete placement speed controlling means |
| CN204935883U (en) * | 2015-08-11 | 2016-01-06 | 宿迁天华新材料有限公司 | The online shaped device of glass magnesium plate |
| CN105908983A (en) * | 2016-04-14 | 2016-08-31 | 江苏标龙建设集团有限公司 | Building floor thickness control ruler capable of floor thickness control and floor thickness control method |
| CN206128850U (en) * | 2016-10-18 | 2017-04-26 | 天津中瑞泽天教育科技有限公司 | Environment -friendly construction consumptive material board |
| CA3014926A1 (en) * | 2016-02-19 | 2017-08-24 | Motz Enterprises, Inc. | Flexible mat forming system |
| CN207189925U (en) * | 2017-09-17 | 2018-04-06 | 冯然 | A kind of slab thickness controls prefabricated components |
| CN207228637U (en) * | 2017-07-21 | 2018-04-13 | 中国水利水电第八工程局有限公司 | Mortar laying apparatus |
| CN207260594U (en) * | 2017-09-20 | 2018-04-20 | 广州市番禺区第五建筑工程公司 | Mortar injection device |
| CN207597879U (en) * | 2017-11-24 | 2018-07-10 | 中交四公局第五工程有限公司 | A kind of improved hopper for building |
| CN207854042U (en) * | 2018-02-11 | 2018-09-11 | 四川君诚互动科技有限公司 | Video conference cart |
| CN109367598A (en) * | 2018-10-29 | 2019-02-22 | 浙江工业大学上虞研究院有限公司 | A kind of transport trolley of the logistics transportation with anti-collision |
| CN109676765A (en) * | 2019-01-04 | 2019-04-26 | 中交路桥建设有限公司 | A kind of adjustable exterior sheathing prefabricated for bridge hollow board |
| CN210210785U (en) * | 2019-06-14 | 2020-03-31 | 中铁六局集团有限公司 | Integral prefabricating equipment for reinforced fine sand fiber board |
-
2019
- 2019-06-14 CN CN201910514171.9A patent/CN110271081B/en active Active
Patent Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1362743A (en) * | 1962-05-18 | 1964-06-05 | Suedbau Sueddeutsche Bautechni | Method and device for applying topcoats to insulating plates; laminated insulation board |
| US4371330A (en) * | 1980-09-22 | 1983-02-01 | W. R. Grace & Co. | Adjustable screed bar apparatus |
| SU1306724A1 (en) * | 1985-09-09 | 1987-04-30 | Республиканское Проектно-Технологическое Производственное Объединение "Росоргтехстрой" Росколхозстройобъединения | Device for placing and compacting the building mix |
| US5961900A (en) * | 1992-10-10 | 1999-10-05 | Wedi; Helmut | Method of manufacturing composite board |
| JPH09226593A (en) * | 1996-02-21 | 1997-09-02 | Sony Corp | Carriage |
| CN1425543A (en) * | 2002-12-30 | 2003-06-25 | 沈阳建宝丽新型建材有限公司 | Process and equipment for producing external adhesive type composite plate |
| CN2657897Y (en) * | 2003-10-17 | 2004-11-24 | 姚明起 | Compound forming device of light composite board |
| US20080099171A1 (en) * | 2006-11-01 | 2008-05-01 | United States Gypsum Company | Process and apparatus for feeding cementitious slurry for fiber-reinforced structural cement panels |
| CN200991955Y (en) * | 2006-12-30 | 2007-12-19 | 山东鸿泰建设集团有限公司 | Composite-board slurry laying-out vehicle |
| WO2010069262A1 (en) * | 2008-12-18 | 2010-06-24 | 延津县新兴建材研发推广中心 | Method for manufacturing and installing heat insulation outer wall and board-spreading machine thereof |
| CN203583322U (en) * | 2013-10-11 | 2014-05-07 | 武汉二航路桥特种工程有限责任公司 | Large-area epoxy mortar spreading device capable of adjusting thickness |
| CN204850473U (en) * | 2015-07-07 | 2015-12-09 | 中铁城建集团有限公司 | Portable concrete placement speed controlling means |
| CN204935883U (en) * | 2015-08-11 | 2016-01-06 | 宿迁天华新材料有限公司 | The online shaped device of glass magnesium plate |
| CA3014926A1 (en) * | 2016-02-19 | 2017-08-24 | Motz Enterprises, Inc. | Flexible mat forming system |
| CN105908983A (en) * | 2016-04-14 | 2016-08-31 | 江苏标龙建设集团有限公司 | Building floor thickness control ruler capable of floor thickness control and floor thickness control method |
| CN206128850U (en) * | 2016-10-18 | 2017-04-26 | 天津中瑞泽天教育科技有限公司 | Environment -friendly construction consumptive material board |
| CN207228637U (en) * | 2017-07-21 | 2018-04-13 | 中国水利水电第八工程局有限公司 | Mortar laying apparatus |
| CN207189925U (en) * | 2017-09-17 | 2018-04-06 | 冯然 | A kind of slab thickness controls prefabricated components |
| CN207260594U (en) * | 2017-09-20 | 2018-04-20 | 广州市番禺区第五建筑工程公司 | Mortar injection device |
| CN207597879U (en) * | 2017-11-24 | 2018-07-10 | 中交四公局第五工程有限公司 | A kind of improved hopper for building |
| CN207854042U (en) * | 2018-02-11 | 2018-09-11 | 四川君诚互动科技有限公司 | Video conference cart |
| CN109367598A (en) * | 2018-10-29 | 2019-02-22 | 浙江工业大学上虞研究院有限公司 | A kind of transport trolley of the logistics transportation with anti-collision |
| CN109676765A (en) * | 2019-01-04 | 2019-04-26 | 中交路桥建设有限公司 | A kind of adjustable exterior sheathing prefabricated for bridge hollow board |
| CN210210785U (en) * | 2019-06-14 | 2020-03-31 | 中铁六局集团有限公司 | Integral prefabricating equipment for reinforced fine sand fiber board |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110271081B (en) | 2024-01-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204435179U (en) | A kind of automatic leveling head of laser and evener | |
| CN107363980A (en) | A kind of concrete locking plate mechanized method for making and system | |
| CN111730715A (en) | Construction method for improving forming quality of cement precast block | |
| CN109779265A (en) | A kind of constructional column for building pours device | |
| CN111650115A (en) | Device for researching rainfall factor soil erosion | |
| CN210336426U (en) | Concrete mixing device | |
| CN110271081A (en) | A kind of reinforced microscopic fiberboard integrated precast equipment and operating method | |
| CN108556129A (en) | A kind of cement block casts vehicle automatically | |
| CN209665849U (en) | A kind of concrete central mix plant for highway bridge | |
| CN107366353A (en) | A kind of assembled steel reinforced concrete frame column with variable cross-sections and its construction method | |
| CN207578633U (en) | A kind of split type concrete vibrating stand of mobile model | |
| CN205973070U (en) | Concrete sprayer loading attachment | |
| CN206913429U (en) | A kind of batching plant | |
| CN210210785U (en) | Integral prefabricating equipment for reinforced fine sand fiber board | |
| CN106802251A (en) | A kind of controllable sand rain method sand shake-out device of automatic stop-off flow | |
| CN202672156U (en) | High-speed-railway roadbed-section road-shoulder concrete pouring machine | |
| CN108131042B (en) | Concurrent, production method, construction tool and construction method | |
| CN207633366U (en) | A kind of inspection shaft reinforcing bearing adjustable support | |
| CN205928999U (en) | Dedicated concrete slab of civil engineering construction pours device | |
| CN109913599A (en) | Blast furnace five-way ball on-site consolidation installation method | |
| CN206233573U (en) | A kind of beam die plate reinforcing device | |
| EP0512776B1 (en) | Concrete casting nozzle for casting concrete | |
| CN208294131U (en) | It is a kind of for bracket Pass line adjustment and the temporary support of decentering of scaffold | |
| CN114311268A (en) | Automatic segmental beam pouring process | |
| CN210413320U (en) | Adjustable welding platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |