CN110271081B - Integral prefabricating equipment for reinforced fine sand fiberboard and operation method - Google Patents
Integral prefabricating equipment for reinforced fine sand fiberboard and operation method Download PDFInfo
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- CN110271081B CN110271081B CN201910514171.9A CN201910514171A CN110271081B CN 110271081 B CN110271081 B CN 110271081B CN 201910514171 A CN201910514171 A CN 201910514171A CN 110271081 B CN110271081 B CN 110271081B
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- Prior art keywords
- mortar
- fiber cloth
- height
- laying
- hopper bin
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- 239000004576 sand Substances 0.000 title claims abstract description 29
- 239000011094 fiberboard Substances 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title claims abstract description 21
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 288
- 239000000835 fiber Substances 0.000 claims abstract description 234
- 239000004744 fabric Substances 0.000 claims abstract description 232
- 230000005484 gravity Effects 0.000 claims description 21
- 238000009417 prefabrication Methods 0.000 claims description 8
- 238000005056 compaction Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000003892 spreading Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002002 slurry 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
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
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Automation & Control Theory (AREA)
- Revetment (AREA)
- Road Paving Machines (AREA)
Abstract
The invention discloses integral prefabricating equipment for reinforced fine sand fiber boards and an operation method, wherein the integral prefabricating equipment comprises a framework beam, wherein three equally-spaced mounting holes are formed in the top of the framework beam, and hopper bins are fixedly mounted on the inner walls of the mounting holes. The invention has simple structure, the mortar flow can be controlled by controlling the flow velocity plate, the mortar laying height ruler can control the mortar thickness, the height of laying the fiber cloth can be ensured by the fiber cloth laying height ruler wheel, after the laying is finished, the L-shaped rod is pulled upwards and rotated, the L-shaped rod can be clamped into the positioning hole, the second bracket leg wheel can be used as a universal wheel, the turning is convenient, the movement to the next station is convenient, the manual handling of mortar is not needed, the energy loss is small, the cost is low, the height of laying the fiber cloth is more accurate, the height control of the mortar material is more accurate, and the problem that a large number of precast slabs are scrapped due to inaccurate laying height of the fiber cloth can be avoided.
Description
Technical Field
The invention relates to the technical field of prefabrication of reinforced fine mortar boards for railway desertification control engineering, in particular to integral prefabrication equipment and an operation method of a reinforced fine mortar fiberboard.
Background
Desertification control is one of the most important protection projects in modern railway and highway operation. The prefabricated mortar board is made of cement material, fine sand, water and through mixing, compacting, curing and hardening. The thickness of the prefabricated mortar board is 30mm, the length is 1m, the width is 30cm, a layer of fiber cloth is paved every 10mm in the prefabrication process, two layers of fiber cloth are paved together, and the manufacturing process is complex.
The reinforced fine sand fiberboard engineering has the advantages of large engineering quantity, long construction period, higher requirements on construction technical standards, no reference, larger difficulty, direct influence on the construction period progress, great difficulty in construction of the reinforced fine sand fiberboard, great energy loss, high cost, inaccurate fiber cloth laying height, inaccurate mortar material height control, and large-scale prefabricated board scrapping due to inaccurate fiber cloth laying height, and the integral reinforced fine sand fiberboard prefabricating equipment and the operation method are provided for solving the problems.
Disclosure of Invention
Based on the technical problems in the background art, the invention provides integral prefabricating equipment and an operating method for a reinforced fine sand fiberboard.
The invention provides integral prefabricating equipment for a reinforced fine sand fiberboard, which comprises a skeleton beam, wherein three equally-spaced mounting holes are formed in the top of the skeleton beam, hopper bins are fixedly arranged on the inner walls of the mounting holes, the bottom ends of the hopper bins penetrate through the mounting holes and extend to the lower part of the skeleton beam, two rectangular mounting holes are symmetrically formed in the skeleton beam and are alternately positioned between the three hopper bins, the same cylinder is welded on the inner walls of the two sides of the rectangular mounting holes, a fiber cloth fixing shaft is rotationally connected to the outer wall of the cylinder, second vertical rods are welded on the two sides of the bottom of the cylinder, the two second vertical rods are respectively positioned on the two sides of the fiber cloth fixing shaft, and the bottom ends of the second vertical rods penetrate through the rectangular mounting holes and extend to the lower part of the skeleton beam;
a vibrating rod motor is fixedly arranged on one side of the hopper bin, a vibrating rod instrument is fixedly arranged on an output shaft of the vibrating rod motor, one end of the vibrating rod instrument penetrates through the hopper bin and extends into the hopper bin, a control flow rate plate is fixedly sleeved on the hopper bin, a mounting plate is detachably and fixedly arranged at the bottom of one side of the hopper bin, one side of the mounting plate penetrates through the control flow rate plate and extends to one side of the control flow rate plate, a first vertical rod is welded at the bottom of the mounting plate, and a mortar paving height adjusting device is fixedly arranged on the first vertical rod;
Two first support legs and two second support legs are symmetrically and fixedly installed on two sides of the bottom of the framework beam respectively, a first support leg wheel and a second support leg wheel are respectively connected to the bottom of one side of each first support leg and the bottom of each second support leg in a rotating mode, and the first support leg wheel and the second support leg wheel are located on the same horizontal plane.
Preferably, the fiber cloth height adjusting device comprises a fiber cloth height rule, a second groove is formed in the fiber cloth height rule, a second rectangular hole is formed in one side inner wall of the second groove, the bottom end of the second vertical rod extends into the second groove, a fiber cloth height rule adjusting screw is welded at one side bottom of the second vertical rod, one end of the fiber cloth height rule adjusting screw penetrates through the second rectangular hole and extends to one side of the fiber cloth height rule, a fiber cloth height rule adjusting nut is connected to the outer wall of the fiber cloth height rule adjusting screw in a threaded manner, one side of the fiber cloth height rule adjusting nut is in contact with one side of the fiber cloth height rule, a rotating groove is formed in the bottom of the fiber cloth height rule, and one fiber cloth height rule wheel is connected to the inner walls of two sides of the rotating groove in a rotating manner.
Preferably, the mortar laying height adjusting device comprises a mortar laying height ruler, a first groove is formed in the mortar laying height ruler, a first rectangular hole is formed in the inner wall of one side of the first groove, the bottom end of the first vertical rod extends into the first groove, a mortar laying height ruler adjusting screw is welded at the bottom of one side of the first vertical rod, one end of the mortar laying height ruler adjusting screw penetrates through the first rectangular hole and extends to one side of the mortar laying height ruler, a mortar laying height ruler adjusting nut is connected to the outer wall of the mortar laying height ruler adjusting screw in a threaded mode, and one side of the mortar laying height ruler adjusting nut is contacted with one side of the mortar laying height ruler.
Preferably, a hopper bin valve is fixedly arranged on the inner wall of the hopper bin, and a handle of the hopper bin valve extends to one side of the hopper bin.
Preferably, screw holes are formed in two sides of the flow rate control plate, fixed flow rate control plate screws are arranged in the screw holes, and the flow rate control plate is fixedly installed on the hopper through the fixed flow rate control plate screws.
Preferably, one side of second support leg wheel rotates and is connected with the pivot, the top of pivot and the bottom of second support leg rotate and are connected, one side of pivot has the brake block perpendicularly to be welded, be provided with the round hole on the brake block, one side welding of second support leg has the diaphragm, the top of diaphragm is provided with the through-hole, the through-hole is located directly over the round hole, the top both sides of diaphragm are provided with locating hole and draw-in hole respectively, locating hole and draw-in hole are located the both sides of through-hole respectively, sliding connection has the round bar on the inner wall of through-hole, the bottom of round bar runs through-hole and round hole respectively and extends to the below of brake block, fixed cover is equipped with the plectane on the outer wall of round bar, the bottom of plectane contacts with the top of brake block, the cover is equipped with the spring on the outer wall of round bar, the spring is located between plectane and the diaphragm, the top welding of round bar has L type pole, the bottom of L type pole runs through the draw-in hole and extends to the below of diaphragm.
Preferably, the bottom of the second bracket leg is welded with a bearing, and the top end of the rotating shaft extends to the inner ring of the bearing and is welded with the inner ring of the bearing.
The invention also provides an operation method of the integral prefabricating equipment for the reinforced fine sand fiberboard, which comprises the following steps:
s1: filling the three hopper bins with mortar, unscrewing a mortar paving height rule adjusting nut, pushing the mortar paving height rule, adjusting the height of the left mortar paving height rule, the height of the middle mortar paving height rule and the height of the right mortar paving height rule according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer respectively, screwing the mortar paving height rule adjusting nut after the adjustment is completed, and respectively fixing a roll of fiber cloth on two fiber cloth fixing shafts;
s2: loosening the adjusting nut of the height rule of the laid fiber cloth to push the height rule of the laid fiber cloth, adjusting the height of the height rule of the laid fiber cloth on the left side and the height of the height rule of the laid fiber cloth on the right side according to the required height of the first layer of fiber cloth and the required height of the second layer of fiber cloth, and screwing the adjusting nut of the height rule of the laid fiber cloth after the adjustment is completed;
S3: starting all vibrating rod instruments and vibrating rod motors, pushing a frame beam from the right side to the left side, enabling a first bracket leg wheel and a second bracket leg wheel to walk, when a left hopper bin moves to the starting point of a station, firstly starting a left hopper bin valve to enable mortar in the left hopper bin to flow downwards according to gravity, adjusting a control flow rate plate to control the flow rate of the mortar, controlling the walking speed of the frame beam, enabling the height of the first mortar layer to reach the height of a left mortar paving height rule, and when the left hopper bin moves to the end point of the station, closing the left hopper bin valve, simultaneously transmitting vibration of the left hopper bin to the left mortar paving height rule, paving the first mortar layer by using the left mortar paving height rule and compacting by vibrating;
s4: when the left fiber cloth laying height ruler moves to the starting point of the station, pulling the fiber cloth on the left fiber cloth fixing shaft to enable the fiber cloth to be located between the left fiber cloth laying height ruler wheel and the first mortar layer, enabling the fiber cloth to be attached to the surface of the first mortar layer, and enabling the fiber cloth laying height ruler wheel to flatten the fiber cloth on the surface of the mortar layer in the walking process;
s5: when the middle hopper bin moves to the starting point of the station, opening a middle hopper bin valve, enabling mortar in the middle hopper bin to flow downwards according to gravity and flow to the surface of the first layer of fiber cloth, adjusting a flow rate control plate to control the flow rate of the mortar, controlling the traveling speed of a skeleton beam, enabling the height of the second layer of mortar to reach the height of a middle mortar paving height gauge, closing the middle hopper bin valve when the middle hopper bin moves to the end point of the station, and simultaneously transmitting vibration of the middle hopper bin to the middle mortar paving height gauge, paving the second layer of mortar by using the middle mortar paving height gauge and vibrating and compacting;
S6: when the fiber cloth height ruler paved on the right side moves to the starting point of the station, pulling the fiber cloth on the fiber cloth fixing shaft on the right side, so that the fiber cloth is positioned between the fiber cloth height ruler paved on the right side and the second mortar layer, and the fiber cloth is attached to the surface of the second mortar layer, and in the walking process, the fiber cloth is flattened on the surface of the mortar by the fiber cloth height ruler paved on the fiber cloth height ruler wheels;
s7: when the hopper bin on the right side moves to the starting point of the station, a hopper bin valve on the right side is opened, mortar in the hopper bin on the right side flows downwards according to gravity and flows to the surface of the second layer of fiber cloth, a flow rate control plate is adjusted to control the flow rate of the mortar, the traveling speed of a skeleton beam is controlled, the height of the third layer of mortar reaches the height of a mortar paving height gauge on the right side, when the hopper bin on the right side moves to the end point of the station, the hopper bin valve on the right side is closed, meanwhile, the vibration of the hopper bin on the right side can be transmitted to the mortar paving height gauge on the right side, and the third layer of mortar is paved by using the mortar paving height gauge on the right side and is compacted by vibrating;
s8: after laying, upwards pulling L type pole, L type pole can drive round bar and plectane upward movement and can make the round bar break away from the round hole, when the round bar breaks away from the round hole, rotatory L type pole makes the bottom alignment locating hole of L type pole, loosens L type pole, and the spring can make L type pole card go into the locating hole, and the second support leg wheel can regard as the universal wheel to use this moment, is convenient for remove to next station.
The beneficial effects of the invention are as follows:
1. filling the three hopper bins with mortar, respectively adjusting the height of a left mortar laying height ruler and the height of a right mortar laying height ruler according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer, respectively, and fixing a roll of fiber cloth on two fiber cloth fixing shafts respectively, respectively adjusting the height of the left mortar laying height ruler and the height of the right mortar laying height ruler according to the required height of the first fiber cloth layer and the required height of the second fiber cloth layer, starting all vibration rod instruments and vibration rod motors, pushing a skeleton beam from the right side to the left side, when the left hopper bin moves to the starting point of a station, firstly starting a left hopper bin valve to enable mortar in the left hopper bin to flow downwards according to gravity, controlling the flow rate of the mortar by a flow rate plate, controlling the running speed of the skeleton beam, enabling the height of the first mortar layer to reach the height of the left hopper and the required height of the second mortar layer, when the left mortar layer reaches the left hopper bin to be laid at the starting point of the left hopper bin, closing the left hopper bin, and when the left mortar layer is moved to the left hopper bin to the starting point of the station, the left hopper bin is closed by the vibration rod valves, and the fiber cloth hopper bin is closed, and the fiber cloth is paved at the end point of the left side of the left hopper bin is simultaneously, when the left mortar layer is moved to the left hopper bin is moved to the starting point, and the left mortar bin is closed, the mortar in the middle hopper bin flows downwards according to gravity and flows to the surface of the first layer of fiber cloth, when the middle hopper bin moves to the end point of the station, the middle hopper bin valve is closed, the second layer of mortar is paved by utilizing the middle mortar paving height gauge and is vibrated to be compact, when the right side paving fiber cloth height gauge moves to the start point of the station, the fiber cloth on the right side fiber cloth fixing shaft is pulled, the fiber cloth is attached to the surface of the second layer of mortar, in the walking process, the paving fiber cloth height gauge wheel is used for flattening the fiber cloth on the surface of the mortar, when the right side hopper bin moves to the start point of the station, the right side hopper bin valve is opened, the mortar in the right side hopper bin flows downwards according to gravity and flows to the surface of the second layer of fiber cloth, when the right side hopper bin moves to the end point of the station, the third layer of mortar is paved by utilizing the right side mortar paving height gauge and is vibrated to be compact.
2. The invention has simple structure, the mortar flow can be controlled by controlling the flow velocity plate, the mortar laying height ruler can control the mortar thickness, the laying height ruler wheel can ensure the laying height of the fiber cloth, after the laying is finished, the L-shaped rod is pulled upwards and rotated, the L-shaped rod can be clamped into the positioning hole, the second bracket leg wheel can be used as a universal wheel, the turning is convenient, the movement to the next station is convenient, the manual carrying of mortar is not needed, the energy loss is smaller, the cost is low, the height of the laid fiber cloth is more accurate, the height control of the mortar material is more accurate, the problem that a large number of precast slabs are scrapped due to inaccurate laying height of the fiber cloth can be avoided, the reinforced fine sand fiber plate can be manufactured into a 50m long at one time when the invention is used, and the reinforced fine sand fiber plate can be cut according to the length required by use.
Drawings
FIG. 1 is a schematic structural view of an integral prefabrication device for reinforced fine sand fiberboard, which is provided by the invention;
FIG. 2 is an enlarged view of part A of an integral reinforcing fine sand fiberboard prefabrication apparatus in accordance with the present invention;
FIG. 3 is a schematic diagram of a hopper of an integral reinforced fine sand fiberboard prefabrication apparatus;
FIG. 4 is a schematic structural view of a mortar laying height gauge of the integral prefabricating equipment for reinforced fine sand fiberboard;
FIG. 5 is a schematic structural view of a fiber cloth laying height gauge of the integral prefabricating equipment for reinforced fine sand fiber boards;
FIG. 6 is a side view of a mortar laying height gauge of an integral prefabricating apparatus for reinforced fine sand fiberboard in accordance with the present invention;
FIG. 7 is a side view of a fiber cloth laying height gauge of an integral prefabricating apparatus for reinforced fine sand fiberboard in accordance with the present invention;
FIG. 8 is a bottom view of a rectangular mounting hole of an integral reinforced fine sand fiberboard prefabrication apparatus in accordance with the present invention;
fig. 9 is a side view of a fiber cloth laying height gauge wheel of an integral prefabricating device for reinforced fine sand fiber board, which is provided by the invention.
In the figure: 1 skeleton roof beam, 2 hopper storehouse, 3 fibre cloth fixed axle, 4 first support leg, 5 first support leg wheels, 6 hopper storehouse valves, 7 mortar lays the scale, 8 mortar lays the scale adjusting screw, 9 shakes excellent appearance, 10 shakes excellent motor, 11 lays fibre cloth scale wheel, 12 lays fibre cloth scale, 13 lays fibre cloth scale adjusting nut, 14 lays fibre cloth scale adjusting screw, 15 fixed control flow rate board screw, 16 control flow rate board, 17 second support leg, 18 pivot, 19 second support leg wheels, 20 braking board, 21 round hole, 22 round board, 23 spring, 24 diaphragm, 25 draw-in hole, 26L type pole, 27 round pole, 28 locating hole, 29 mounting board, 30 first montant, 31 mortar lays the scale adjusting nut, 32 first recess, 33 second montant, 34 second recess, 35 first rectangular hole, 36 second rectangular hole, 37 mounting hole, 38 rotary groove.
Detailed Description
The invention is further illustrated below in connection with specific embodiments.
Examples
Referring to fig. 1-9, in this embodiment, an integral prefabricating device for reinforced fine sand fiberboard is provided, which comprises a framework beam 1, wherein three equally spaced mounting holes are formed in the top of the framework beam 1, hopper bins 2 are fixedly mounted on the inner walls of the mounting holes, the bottom ends of the hopper bins 2 penetrate through the mounting holes and extend to the lower part of the framework beam 1, two rectangular mounting holes 37 are symmetrically formed in the framework beam 1, the two rectangular mounting holes 37 are alternately positioned among the three hopper bins 2, the same cylinder is welded on the inner walls of the two sides of the rectangular mounting holes 37, a fiber cloth fixing shaft 3 is rotationally connected to the outer wall of the cylinder, second vertical rods 33 are welded on the two sides of the bottom of the cylinder, the two second vertical rods 33 are respectively positioned on the two sides of the fiber cloth fixing shaft 3, the bottom ends of the second vertical rods 33 penetrate through the rectangular mounting holes 37 and extend to the lower part of the framework beam 1, and the same fiber cloth height adjusting device is mounted on the two second vertical rods 33;
a vibrating rod motor 10 is fixedly arranged on one side of the hopper bin 2, a vibrating rod instrument 9 is fixedly arranged on an output shaft of the vibrating rod motor 10, one end of the vibrating rod instrument 9 penetrates through the hopper bin 2 and extends into the hopper bin 2, a flow rate control plate 16 is fixedly sleeved on the hopper bin 2, a mounting plate 29 is detachably and fixedly arranged at the bottom of one side of the hopper bin 2, one side of the mounting plate 29 penetrates through the flow rate control plate 16 and extends to one side of the flow rate control plate 16, a first vertical rod 30 is welded at the bottom of the mounting plate 29, a mortar paving height adjusting device is fixedly arranged on the first vertical rod 30, two first bracket legs 4 and two second bracket legs 17 are symmetrically and fixedly arranged on two sides of the bottom of the framework beam 1 respectively, a first bracket leg wheel 5 and a second bracket leg wheel 19 are rotatably connected at the bottom of one side of the first bracket leg 4 and the bottom of the second bracket leg 17 respectively, the first bracket leg wheel 5 and the second bracket leg wheel 19 are positioned on the same horizontal plane, filling the three hopper bins 2 with mortar, adjusting the height of the left mortar laying height ruler 7, the height of the middle mortar laying height ruler 7 and the height of the right mortar laying height ruler 7 according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer respectively, fixing a roll of fiber cloth on the two fiber cloth fixing shafts 3 respectively, adjusting the height of the left laying fiber cloth height ruler 12 and the height of the right laying fiber cloth height ruler 12 according to the required height of the first fiber cloth layer and the required height of the second fiber cloth layer respectively, starting all the vibrating rod instruments 9 and the vibrating rod motors 10, pushing the skeleton beam 1 from the right side to the left, firstly opening the left hopper bin valves 6 to enable the mortar in the left hopper bins 2 to flow downwards according to gravity when the left hopper bins 2 move to the starting point of a station, the vibration rod instrument 9 can promote the flow rate of mortar, adjust and control the flow rate plate 16 to control the flow rate of the mortar, control the walking speed of the framework beam 1, enable the height of the first mortar layer to reach the height of the left mortar layer paving height ruler 7, close the left hopper bin valve 6 when the left hopper bin 2 moves to the end point of the station, simultaneously transmit the vibration of the left hopper bin 2 to the left mortar layer paving height ruler 7, utilize the left mortar layer paving height ruler 7 to pave the first mortar layer and perform vibration compaction, pull the fiber cloth on the left fiber cloth fixing shaft 3 when the left fiber cloth paving height ruler 12 moves to the start point of the station, enable the fiber cloth to be adhered to the surface of the first mortar layer, enable the fiber cloth paving height ruler wheel 11 to flatten the fiber cloth on the surface of the mortar layer when the middle hopper bin 2 moves to the start point of the station in the walking process, opening a middle hopper bin valve 6 to enable mortar in the middle hopper bin 2 to flow downwards by gravity and flow to the surface of the first layer of fiber cloth, closing the middle hopper bin valve 6 when the middle hopper bin 2 moves to the end point of a station, paving a second layer of mortar by using a middle mortar paving height ruler 7 and vibrating for compaction, pulling the fiber cloth on a right fiber cloth fixing shaft 3 when a right fiber cloth paving height ruler 12 moves to the starting point of the station to enable the fiber cloth to be attached to the surface of the second layer of mortar, spreading the fiber cloth on the surface of the mortar by a fiber cloth paving height ruler wheel 11 in the walking process, opening the right hopper bin valve 6 when the right hopper bin 2 moves to the starting point of the station to enable the mortar in the right hopper bin 2 to flow downwards by gravity and flow to the surface of the second layer of fiber cloth, when the hopper bin 2 on the right side moves to the end point of a station, the hopper bin valve 6 on the right side is closed, the mortar on the third layer is paved and vibrated tightly by using the mortar paving height ruler 7 on the right side, the structure is simple, the mortar flow can be controlled by controlling the flow rate plate 16, the mortar paving height ruler 7 can control the thickness of the mortar, the height of the fiber cloth paving can be ensured by paving the fiber cloth height ruler wheel 11, after the paving is finished, the L-shaped rod 26 is pulled upwards and the L-shaped rod 26 is rotated, the L-shaped rod 26 can be clamped into the positioning hole 28, the second bracket leg wheel 19 can be used as a universal wheel, the turning is convenient, the moving to the next station is convenient, the manual carrying of the mortar is not needed, the loss of energy is small, the cost is low, the height of the paved fiber cloth is more accurate, the height control of the mortar material is more accurate, and the problem of scrapping of a large number of precast plates due to the fact that the fiber cloth paving height is inaccurate can be avoided; the reinforced fine sand fiberboard can be manufactured into 50m long at one time when in use, and can be cut according to the length required by use when in use, thereby being convenient to use.
In this embodiment, the fiber cloth height adjusting device comprises a fiber cloth height gauge 12, a second groove 34 is arranged on the fiber cloth height gauge 12, a second rectangular hole 36 is arranged on the inner wall of one side of the second groove 34, the bottom end of a second vertical rod 33 extends into the second groove 34, a fiber cloth height gauge adjusting screw 14 is welded at the bottom of one side of the second vertical rod 33, one end of the fiber cloth height gauge adjusting screw 14 penetrates through the second rectangular hole 36 and extends to one side of the fiber cloth height gauge 12, a fiber cloth height gauge adjusting nut 13 is connected on the outer wall of the fiber cloth height gauge adjusting screw 14 in a threaded manner, one side of the fiber cloth height gauge adjusting nut 13 contacts with one side of the fiber cloth height gauge 12, a rotating groove 38 is arranged at the bottom of the fiber cloth height gauge 12, the same fiber cloth height gauge wheel 11 is connected on the inner walls of two sides of the rotating groove 38 in a rotating manner, the mortar laying height adjusting device comprises a mortar laying height rule 7, a first groove 32 is arranged on the mortar laying height rule 7, a first rectangular hole 35 is arranged on the inner wall of one side of the first groove 32, the bottom end of a first vertical rod 30 extends into the first groove 32, a mortar laying height rule adjusting screw 8 is welded at the bottom of one side of the first vertical rod 30, one end of the mortar laying height rule adjusting screw 8 penetrates through the first rectangular hole 35 and extends to one side of the mortar laying height rule 7, a mortar laying height rule adjusting nut 31 is connected on the outer wall of the mortar laying height rule adjusting screw 8 in a threaded manner, one side of the mortar laying height rule adjusting nut 31 is contacted with one side of the mortar laying height rule 7, a hopper bin valve 6 is fixedly arranged on the inner wall of the hopper bin 2, the handle of the hopper bin valve 6 extends to one side of the hopper bin 2, screw holes are formed in two sides of the control flow rate plate 16, fixed control flow rate plate screws 15 are arranged in the screw holes, the control flow rate plate 16 is fixedly arranged on the hopper 2 through the fixed control flow rate plate screws 15, one side of the second support leg wheel 19 is rotatably connected with a rotating shaft 18, the top of the rotating shaft 18 is rotatably connected with the bottom of the second support leg 17, a brake plate 20 is vertically welded on one side of the rotating shaft 18, a round hole 21 is formed in the brake plate 20, a transverse plate 24 is welded on one side of the second support leg 17, a through hole is formed in the top of the transverse plate 24, the through hole is located right above the round hole 21, positioning holes 28 and clamping holes 25 are respectively formed in two sides of the top of the transverse plate 24, round rods 27 are connected to the inner walls of the through holes in a sliding mode, the bottom ends of the round rods 27 penetrate through the through holes and the round holes 21 and extend to the lower portion of the brake plate 20 respectively, a round rod 22 is fixedly sleeved on the outer wall of the round rod 27, the bottom of the round rod 22 contacts with the top of the brake plate 20, a spring 23 is sleeved on the outer wall of the round rod 27, the spring 23 is located between the round rod 22 and the transverse plate 24, a bearing 26 is welded on the bottom of the left side of the round rod 27 and the left side of the round rod 27 is welded to the top of the required mortar hopper 7, the required thickness is adjusted to be 3, the required thickness is adjusted, the mortar layer is laid on the right side of the left side of the bearing layer is 7, the bearing layer is welded on the left side, the bottom is 7, the required mortar layer is laid down is stretched to the bottom the mortar layer is stretched to the top of the required, and the mortar layer is stretched to the top is 7, and the required 3, and the mortar layer is laid down, and the bottom is 7, and the required, and the mortar layer is 3, and is the bottom is 3, and is the required the layer is 3, the height of the left fiber cloth laying height gauge 12 and the right fiber cloth laying height gauge 12 are respectively adjusted according to the required height of the first fiber cloth layer and the required height of the second fiber cloth layer, all the vibration rod meters 9 and the vibration rod motors 10 are started, the skeleton beam 1 is pushed from the right side to the left, when the left hopper bin 2 moves to the starting point of a station, the left hopper bin valve 6 is firstly started to enable mortar in the left hopper bin 2 to flow downwards according to gravity, the vibration rod meters 9 can promote the flow rate of the mortar, the flow rate control plate 16 is adjusted to control the flow rate of the mortar, the traveling speed of the skeleton beam 1 is controlled, the height of the first mortar layer reaches the height of the left mortar laying height gauge 7, when the left hopper bin 2 moves to the end point of the station, the left hopper bin valve 6 is closed, and the vibration of the left hopper bin 2 can be transmitted to the left mortar laying height gauge 7, the first layer of mortar is paved and vibrated tightly by utilizing the left mortar paving height ruler 7, when the left paving fiber cloth height ruler 12 moves to the starting point of the station, the fiber cloth on the left fiber cloth fixing shaft 3 is pulled to enable the fiber cloth to be stuck on the surface of the first layer of mortar, in the walking process, the paving fiber cloth height ruler wheel 11 spreads the fiber cloth on the surface of the mortar, when the middle hopper bin 2 moves to the starting point of the station, the middle hopper bin valve 6 is opened to enable the mortar in the middle hopper bin 2 to flow downwards by gravity and flow to the surface of the first layer of fiber cloth, when the middle hopper bin 2 moves to the ending point of the station, the middle hopper bin valve 6 is closed, the middle mortar paving height ruler 7 is utilized to pave the second layer of mortar and vibrate tightly, when the right paving fiber cloth height ruler 12 moves to the starting point of the station, pulling the fiber cloth on the right fiber cloth fixing shaft 3 to enable the fiber cloth to be attached to the surface of the second-layer mortar, paving a fiber cloth height ruler wheel 11 to flatten the fiber cloth on the surface of the mortar in the walking process, opening a right hopper bin valve 6 when a right hopper bin 2 moves to the starting point of a station, enabling the mortar in the right hopper bin 2 to flow downwards according to gravity and flow to the surface of the second-layer fiber cloth, closing the right hopper bin valve 6 when the right hopper bin 2 moves to the ending point of the station, paving a third-layer mortar by utilizing a right mortar paving height ruler 7, and vibrating and compacting; the reinforced fine sand fiberboard can be manufactured into 50m long at one time when in use, and can be cut according to the length required by use when in use; the invention has simple structure, the flow rate plate 16 can be controlled to control the flow rate of mortar, the mortar laying height ruler 7 can control the thickness of mortar, the laying height ruler wheel 11 can ensure the laying height of the fiber cloth, after the laying is finished, the L-shaped rod 26 is pulled upwards and rotated, the L-shaped rod 26 can be clamped into the positioning hole 28, the second bracket leg wheel 19 can be used as a universal wheel, the turning is convenient, the movement to the next station is convenient, manual handling of mortar is not needed, the energy loss is small, the cost is low, the laying height of the fiber cloth is more accurate, the mortar material height control is more accurate, and the problem that a large number of precast slabs are scrapped due to inaccurate laying height of the fiber cloth can be avoided.
In the embodiment, when the mortar paving machine is used, mortar is filled into three hopper bins 2, mortar paving height rule adjusting nuts 31 are unscrewed, mortar paving height rules 7 are pushed, the heights of the left mortar paving height rules 7, the middle mortar paving height rules 7 and the right mortar paving height rules 7 are respectively adjusted according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer, after the adjustment is finished, the mortar paving height rule adjusting nuts 31 are screwed, a roll of fiber cloth is respectively fixed on two fiber cloth fixing shafts 3, the fiber cloth paving height rule adjusting nuts 13 are unscrewed, the fiber cloth paving height rules 12 are pushed, the fiber cloth paving height rules 12 can drive the fiber cloth paving height rule adjusting screws 14 to move in the second rectangular holes 36, the height of the left fiber cloth laying height ruler 12 and the right fiber cloth laying height ruler 12 are adjusted according to the required height of the first fiber cloth layer and the required height of the second fiber cloth layer, after the adjustment is finished, the fiber cloth laying height ruler adjusting nuts 13 are screwed, all the vibration rod meters 9 and the vibration rod motors 10 are started, the skeleton beam 1 is pushed from the right side to the left, the skeleton beam 1 can drive the first support legs 4 and the second support legs 17 to transversely move, the first support leg wheels 5 and the second support leg wheels 19 can further move, when the left hopper bin 2 moves to the starting point of a station, the left hopper bin valve 6 is firstly opened to enable mortar in the left hopper bin 2 to flow downwards according to gravity, the vibration rod meters 9 can promote the flow rate, the flow rate control plate 16 is adjusted to control the flow rate of the mortar, the traveling speed of the skeleton beam 1 is controlled, the height of the first mortar layer reaches the height of the left mortar laying height ruler 7, when the left hopper bin 2 moves to the end point of the station, the left hopper bin valve 6 is closed, meanwhile, the vibration of the left hopper bin 2 can be transmitted to the left mortar laying height ruler 7, the left mortar laying height ruler 7 is utilized to lay the first layer of mortar and compact the vibration, when the left laying fiber cloth height ruler 12 moves to the starting point of the station, the fiber cloth on the left fiber cloth fixing shaft 3 is pulled, the fiber cloth is positioned between the left laying fiber cloth height ruler wheel 11 and the first layer of mortar, the fiber cloth is attached to the surface of the first layer of mortar, in the running process, the laying fiber cloth height ruler wheel 11 spreads the fiber cloth on the surface of the mortar, when the middle hopper bin 2 moves to the starting point of the station, the middle hopper bin valve 6 is opened, the mortar in the middle hopper bin 2 flows downwards according to the gravity and flows to the surface of the first layer of fiber cloth, the flow rate of the mortar is controlled by adjusting the flow rate control plate 16, the running speed of the frame beam 1 is controlled, the height of the second mortar layer reaches the height of the middle mortar layer height ruler 7, when the middle hopper bin 2 moves to the end point of the station, the middle hopper bin valve 6 is closed, meanwhile, the vibration of the middle hopper bin 2 can be transmitted to the middle mortar layer height ruler 7, the middle mortar layer height ruler 7 is utilized to spread the second mortar layer and compact the mortar, when the right layer height ruler 12 moves to the start point of the station, the fiber cloth on the right layer fiber cloth fixing shaft 3 is pulled, the fiber cloth is positioned between the right layer height ruler wheel 11 and the second mortar layer, the fiber cloth is attached to the surface of the second mortar layer, during running, the fiber cloth is spread on the surface of the mortar layer by the fiber cloth layer height ruler wheel 11, when the right hopper bin 2 moves to the starting point of the station, the right hopper bin valve 6 is opened, mortar in the right hopper bin 2 flows downwards according to gravity and flows to the surface of the second layer of fiber cloth, the flow rate control plate 16 is adjusted to control the flow rate of the mortar, the travelling speed of the skeleton beam 1 is controlled, the height of the third layer of mortar reaches the height of the right mortar paving height gauge 7, when the right hopper bin 2 moves to the end point of the station, the right hopper bin valve 6 is closed, meanwhile, the vibration of the right hopper bin 2 can be transmitted to the right mortar paving height gauge 7, the third layer of mortar is paved by utilizing the right mortar paving height gauge 7 and is compacted in a vibrating manner, the L-shaped rod 26 is pulled upwards, the L-shaped rod 26 drives the round rod 27 and the circular plate 22 to move upwards, the round rod 27 is separated from the circular hole 21, the spring 23 is compressed, when the round rod 27 is separated from the circular hole 21, the bottom end of the L-shaped rod 26 is aligned with the positioning hole 28, the L-shaped rod 26 is loosened, the spring 23 can clamp the L-shaped rod 26 into the positioning hole 28, the round rod 27 does not limit the brake plate 20 any more, the second bracket leg wheel 19 can be used as a universal wheel, turning is convenient, and the round rod can be moved to the next station conveniently, so that manual sand slurry conveying is not needed, the energy loss is small, the cost is low, the height of laid fiber cloth is more accurate, the height control of the mortar material is more accurate, and the problem that a large number of precast plates are scrapped due to inaccurate laid height of the fiber cloth can be avoided; the reinforced fine sand fiberboard can be manufactured into 50m long at one time when in use, and can be cut according to the length required by use when in use, thereby being convenient to use.
The invention also provides an operation method of the integral prefabricating equipment for the reinforced fine sand fiberboard, which comprises the following steps:
s1: filling the three hopper bins 2 with mortar, unscrewing the mortar laying height rule adjusting nuts 31, pushing the mortar laying height rule 7, adjusting the height of the left mortar laying height rule 7, the height of the middle mortar laying height rule 7 and the height of the right mortar laying height rule 7 according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer respectively, screwing the mortar laying height rule adjusting nuts 31 after the adjustment is completed, and fixing a roll of fiber cloth on the two fiber cloth fixing shafts 3 respectively;
s2: loosening the fiber cloth laying height gauge adjusting nut 13 to push the fiber cloth laying height gauge 12, adjusting the height of the fiber cloth laying height gauge 12 on the left side and the height of the fiber cloth laying height gauge 12 on the right side according to the required height of the first layer of fiber cloth and the required height of the second layer of fiber cloth, and screwing the fiber cloth laying height gauge adjusting nut 13 after the adjustment is completed;
s3: starting all vibrating rod instruments 9 and vibrating rod motors 10, pushing the skeleton beam 1 from the right side to the left, enabling the first bracket leg wheels 5 and the second bracket leg wheels 19 to walk, when the left hopper bin 2 moves to the starting point of a station, firstly starting the left hopper bin valve 6 to enable mortar in the left hopper bin 2 to flow downwards according to gravity, adjusting the control flow rate plate 16 to control the flow rate of the mortar, controlling the walking speed of the skeleton beam 1, enabling the height of the first layer of mortar to reach the height of the left mortar paving height gauge 7, and when the left hopper bin 2 moves to the end point of the station, closing the left hopper bin valve 6, simultaneously enabling vibration of the left hopper bin 2 to be transmitted to the left mortar paving height gauge 7, paving the first layer of mortar by using the left mortar paving height gauge 7 and vibrating compactly;
S4: when the left fiber cloth laying height ruler 12 moves to the starting point of the station, pulling the fiber cloth on the left fiber cloth fixing shaft 3, enabling the fiber cloth to be positioned between the left fiber cloth laying height ruler wheel 11 and the first mortar layer, enabling the fiber cloth to be attached to the surface of the first mortar layer, and enabling the fiber cloth laying height ruler wheel 11 to flatten the fiber cloth on the surface of the mortar layer in the walking process;
s5: when the middle hopper bin 2 moves to the starting point of the station, the middle hopper bin valve 6 is opened, so that mortar in the middle hopper bin 2 flows downwards according to gravity and flows to the surface of the first layer of fiber cloth, the flow rate control plate 16 is adjusted to control the flow rate of the mortar, the travelling speed of the skeleton beam 1 is controlled, the height of the second layer of mortar reaches the height of the middle mortar laying height gauge 7, when the middle hopper bin 2 moves to the end point of the station, the middle hopper bin valve 6 is closed, and meanwhile, the vibration of the middle hopper bin 2 can be transmitted to the middle mortar laying height gauge 7, and the second layer of mortar is laid by using the middle mortar laying height gauge 7 and is vibrated and compacted;
s6: when the right fiber cloth laying height ruler 12 moves to the starting point of the station, pulling the fiber cloth on the right fiber cloth fixing shaft 3, enabling the fiber cloth to be positioned between the right fiber cloth laying height ruler wheel 11 and the second mortar layer, enabling the fiber cloth to be attached to the surface of the second mortar layer, and enabling the fiber cloth laying height ruler wheel 11 to flatten the fiber cloth on the surface of the mortar layer in the walking process;
S7: when the right hopper bin 2 moves to the starting point of the station, a right hopper bin valve 6 is opened, mortar in the right hopper bin 2 flows downwards according to gravity and flows to the surface of the second layer of fiber cloth, a flow rate control plate 16 is adjusted to control the flow rate of the mortar, the travelling speed of a skeleton beam 1 is controlled, the height of the third layer of mortar reaches the height of a right mortar paving height gauge 7, when the right hopper bin 2 moves to the end point of the station, the right hopper bin valve 6 is closed, meanwhile, the vibration of the right hopper bin 2 can be transmitted to the right mortar paving height gauge 7, and the third layer of mortar is paved and compacted by utilizing the right mortar paving height gauge 7;
s8: after the laying is completed, the L-shaped rod 26 is pulled upwards, the L-shaped rod 26 drives the round rod 27 and the circular plate 22 to move upwards, the round rod 27 is separated from the circular hole 21, when the round rod 27 is separated from the circular hole 21, the L-shaped rod 26 is rotated to enable the bottom end of the L-shaped rod 26 to be aligned with the positioning hole 28, the L-shaped rod 26 is loosened, the spring 23 can enable the L-shaped rod 26 to be clamped into the positioning hole 28, and at the moment, the second support leg wheel 19 can be used as a universal wheel and is convenient to move to the next station.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical scheme of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.
Claims (1)
1. The integral prefabrication equipment for the reinforced fine sand fiberboard comprises a skeleton girder (1) and is characterized in that three equally spaced mounting holes are formed in the top of the skeleton girder (1), hopper bins (2) are fixedly mounted on the inner walls of the mounting holes, the bottom ends of the hopper bins (2) penetrate through the mounting holes and extend to the lower side of the skeleton girder (1), two rectangular mounting holes (37) are symmetrically formed in the skeleton girder (1), the two rectangular mounting holes (37) are alternately located between the three hopper bins (2), the same cylinder is welded on the inner walls of the two sides of the rectangular mounting holes (37), a fiber cloth fixing shaft (3) is connected to the outer wall of the cylinder in a rotating mode, second vertical rods (33) are welded on the two sides of the bottom of the cylinder, the two second vertical rods (33) are respectively located on two sides of the fiber cloth fixing shaft (3), the bottom ends of the second vertical rods (33) penetrate through the rectangular mounting holes (37) and extend to the lower side of the skeleton girder (1), and the same fiber cloth height adjusting device is mounted on the two second vertical rods (33);
a vibrating rod motor (10) is fixedly arranged on one side of the hopper bin (2), a vibrating rod instrument (9) is fixedly arranged on an output shaft of the vibrating rod motor (10), one end of the vibrating rod instrument (9) penetrates through the hopper bin (2) and extends into the hopper bin (2), a control flow rate plate (16) is fixedly sleeved on the hopper bin (2), a mounting plate (29) is detachably and fixedly arranged at the bottom of one side of the hopper bin (2), one side of the mounting plate (29) penetrates through the control flow rate plate (16) and extends to one side of the control flow rate plate (16), a first vertical rod (30) is welded at the bottom of the mounting plate (29), and a mortar laying height adjusting device is fixedly arranged on the first vertical rod (30);
Two first support legs (4) and two second support legs (17) are symmetrically and fixedly arranged on two sides of the bottom of the skeleton beam (1), a first support leg wheel (5) and a second support leg wheel (19) are respectively and rotatably connected to the bottom of one side of each first support leg (4) and the bottom of each second support leg (17), and the first support leg wheel (5) and the second support leg wheel (19) are located on the same horizontal plane;
the fiber cloth laying height adjusting device comprises a fiber cloth laying height gauge (12), a second groove (34) is formed in the fiber cloth laying height gauge (12), a second rectangular hole (36) is formed in the inner wall of one side of the second groove (34), the bottom end of a second vertical rod (33) extends into the second groove (34), a fiber cloth laying height gauge adjusting screw (14) is welded at the bottom of one side of the second vertical rod (33), one end of the fiber cloth laying height gauge adjusting screw (14) penetrates through the second rectangular hole (36) and extends to one side of the fiber cloth laying height gauge (12), a fiber cloth laying height gauge adjusting nut (13) is connected to the outer wall of the fiber cloth laying height gauge adjusting screw (14) in a threaded mode, one side of the fiber cloth laying height gauge adjusting nut (13) is in contact with one side of the fiber cloth laying height gauge (12), a rotating groove (38) is formed in the bottom of one side of the second vertical rod (33), and two sides of the rotating groove (38) are connected with the same fiber cloth laying height gauge (11) in a rotating mode;
The mortar laying height adjusting device comprises a mortar laying height rule (7), a first groove (32) is formed in the mortar laying height rule (7), a first rectangular hole (35) is formed in the inner wall of one side of the first groove (32), the bottom end of a first vertical rod (30) extends into the first groove (32), a mortar laying height rule adjusting screw (8) is welded at the bottom of one side of the first vertical rod (30), one end of the mortar laying height rule adjusting screw (8) penetrates through the first rectangular hole (35) and extends to one side of the mortar laying height rule (7), a mortar laying height rule adjusting nut (31) is connected to the outer wall of the mortar laying height rule adjusting screw (8) in a threaded mode, and one side of the mortar laying height rule adjusting nut (31) is in contact with one side of the mortar laying height rule (7);
a hopper bin valve (6) is fixedly arranged on the inner wall of the hopper bin (2), and a handle of the hopper bin valve (6) extends to one side of the hopper bin (2);
screw holes are formed in two sides of the flow rate control plate (16), fixed flow rate control plate screws (15) are arranged in the screw holes, and the flow rate control plate (16) is fixedly arranged on the hopper bin (2) through the fixed flow rate control plate screws (15);
One side of second support leg wheel (19) rotates and is connected with pivot (18), the top of pivot (18) is connected with the bottom rotation of second support leg (17), one side of pivot (18) has welded brake plate (20) perpendicularly, be provided with round hole (21) on brake plate (20), one side welding of second support leg (17) has diaphragm (24), the top of diaphragm (24) is provided with the through-hole, the through-hole is located directly over round hole (21), the top both sides of diaphragm (24) are provided with locating hole (28) and draw-in hole (25) respectively, locating hole (28) and draw-in hole (25) are located the both sides of through-hole respectively, sliding connection has round bar (27) on the inner wall of through-hole, the bottom of round bar (27) runs through-hole and round hole (21) respectively and extends to the below of brake plate (20), fixed cover is equipped with plectane (22) on the outer wall of round bar (27), the bottom of plectane (22) and brake plate (20) are located the top of round bar (24) and are equipped with round bar (23) between round bar (23) and spring (23), the bottom end of the L-shaped rod (26) penetrates through the clamping hole (25) and extends to the lower part of the transverse plate (24);
The bottom of the second bracket leg (17) is welded with a bearing, and the top end of the rotating shaft (18) extends to the inner ring of the bearing and is welded with the inner ring of the bearing;
the operation method of the integral prefabricating equipment for the reinforced fine sand fiberboard comprises the following steps:
s1: filling the three hopper bins (2) with mortar, unscrewing a mortar laying height rule adjusting nut (31), pushing the mortar laying height rule (7), adjusting the height of the left mortar laying height rule (7) and the height of the middle mortar laying height rule (7) and the height of the right mortar laying height rule (7) according to the required thickness of the first mortar layer, the required thickness of the second mortar layer and the required thickness of the third mortar layer respectively, screwing the mortar laying height rule adjusting nut (31) after the adjustment is completed, and fixing a roll of fiber cloth on the two fiber cloth fixing shafts (3) respectively;
s2: loosening the height rule adjusting nut (13) of the laid fiber cloth to push the height rule (12) of the laid fiber cloth, adjusting the height of the left laid fiber cloth height rule (12) and the height of the right laid fiber cloth height rule (12) according to the required height of the first layer of fiber cloth and the required height of the second layer of fiber cloth, and screwing the height rule adjusting nut (13) of the laid fiber cloth after the adjustment is completed;
S3: starting all vibration rod instruments (9) and vibration rod motors (10), pushing the skeleton beam (1) from the right side to the left side, enabling the first support leg wheel (5) and the second support leg wheel (19) to walk, when the left hopper bin (2) moves to the starting point of a station, firstly starting the left hopper bin valve (6) to enable mortar in the left hopper bin (2) to flow downwards according to gravity, adjusting the control flow rate plate (16) to control the flow rate of the mortar, controlling the walking speed of the skeleton beam (1) to enable the height of the first mortar to reach the height of the left mortar paving height gauge (7), and closing the left hopper bin valve (6) when the left hopper bin (2) moves to the end point of the station, and simultaneously enabling vibration of the left hopper bin (2) to be transmitted to the left mortar paving height gauge (7), and paving the first mortar layer by using the left mortar paving height gauge (7) to perform vibration compaction;
s4: when the left fiber cloth laying height ruler (12) moves to the starting point of the station, pulling the fiber cloth on the left fiber cloth fixing shaft (3) to enable the fiber cloth to be positioned between the left fiber cloth laying height ruler wheel (11) and the first mortar layer, enabling the fiber cloth to be attached to the surface of the first mortar layer, and enabling the fiber cloth laying height ruler wheel (11) to flatten the fiber cloth on the surface of the mortar layer in the walking process;
S5: when the middle hopper bin (2) moves to the starting point of the station, opening a middle hopper bin valve (6), enabling mortar in the middle hopper bin (2) to flow downwards according to gravity and flow to the surface of the first layer of fiber cloth, adjusting a control flow rate plate (16) to control the flow rate of the mortar, controlling the travelling speed of a framework beam (1), enabling the height of the second layer of mortar to reach the height of a middle mortar paving height gauge (7), closing the middle hopper bin valve (6) when the middle hopper bin (2) moves to the end point of the station, and simultaneously transmitting vibration of the middle hopper bin (2) to the middle mortar paving height gauge (7), and paving the second layer of mortar by using the middle mortar paving height gauge (7) and vibrating and compacting;
s6: when the right fiber cloth laying height ruler (12) moves to the starting point of the station, pulling the fiber cloth on the right fiber cloth fixing shaft (3) to enable the fiber cloth to be positioned between the right fiber cloth laying height ruler wheel (11) and the second mortar layer, enabling the fiber cloth to be attached to the surface of the second mortar layer, and spreading the fiber cloth on the mortar surface by the fiber cloth laying height ruler wheel (11) in the walking process;
S7: when the hopper bin (2) on the right side moves to the starting point of the station, a hopper bin valve (6) on the right side is opened, mortar in the hopper bin (2) on the right side flows downwards according to gravity and flows to the surface of the second layer of fiber cloth, a flow rate control plate (16) is adjusted to control the flow rate of the mortar, the travelling speed of a framework beam (1) is controlled, the height of the mortar on the third layer reaches the height of a mortar laying height ruler (7) on the right side, when the hopper bin (2) on the right side moves to the end point of the station, the hopper bin valve (6) on the right side is closed, meanwhile, the vibration of the hopper bin (2) on the right side can be transmitted to the mortar laying height ruler (7) on the right side, and the mortar on the third layer is laid by using the mortar laying height ruler (7) on the right side and is compacted by vibrating;
s8: after laying, upwards pulling L type pole (26), L type pole (26) can drive round bar (27) and plectane (22) upwards move and can make round bar (27) break away from round hole (21), when round bar (27) break away from round hole (21), rotatory L type pole (26) makes the bottom of L type pole (26) aim at locating hole (28), loosen L type pole (26), spring (23) can make L type pole (26) card into locating hole (28), second support leg wheel (19) can regard as the universal wheel to use this moment, be convenient for remove to next station.
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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