阅读说明：本技术 一种挡墙用堆料机的安装方法 (Mounting method of stacker for retaining wall ) 是由 马倩 马爱霞 周朝辉 李传峰 于 2020-12-26 设计创作，主要内容包括：本发明公开了一种挡墙用堆料机的安装方法,方法为,安装轨道系统；依次安装行走装置、机架和防倾翻轮；依次安装桁架梁、堆料输送机和卷扬支撑；安装进料车和卷扬装置；安装检测系统；调试堆料机,缩短了设备的安装时间,达到了节约工期的目的,提高了设备的安装效率和安装质量的技术效果。(The invention discloses an installation method of a stacker for a retaining wall, which comprises the following steps of installing a rail system; a walking device, a frame and an anti-tipping wheel are sequentially arranged; sequentially installing a truss girder, a stacking conveyor and a winch support; installing a feeding vehicle and a winding device; installing a detection system; the stacker is debugged, so that the installation time of the equipment is shortened, the purpose of saving the construction period is achieved, and the technical effects of the installation efficiency and the installation quality of the equipment are improved.)

1. The utility model provides an installation method of stacker for barricade, stacker for barricade includes truss girder, pile conveyer, hoist support, hoisting device, prevents tilting wheel, frame, running gear, ladder railing, control room, cable reel support, cable reel, feeding car frame platform, detecting system, hinged-support, landing leg one, landing leg two, sloping and driven wheel assembly, its characterized in that: the installation method comprises the following steps:

step one, installing a track system;

step two: a walking device, a frame and an anti-tipping wheel are sequentially arranged;

step three: sequentially installing a truss girder, a stacking conveyor and a winch support;

step four: installing a feeding vehicle and a winding device;

step five: installing a detection system;

step six: a stacker for debugging a retaining wall.

2. The mounting method of a retaining wall stocker according to claim 1, wherein: the track system in the first step comprises two walking wheel tracks and an anti-overturning wheel track, wherein the two walking wheel tracks are arranged according to the position of an external incoming material machine, are symmetrically arranged at two ends of the external incoming material belt conveyor to establish a civil engineering platform, and are arranged at the upper part of the civil engineering platform;

the installation accuracy of the two walking wheel tracks meets the following accuracy conditions:

s1): the distance deviation A between the centers of the two walking wheel tracks and the center of the walking track is +/-2 mm;

s2), the deviation value B of the lateral straightness of the track in the full-length range of the track is not more than 6mm, and the deviation value B of every 2m is +/-1 mm;

s3) the difference D of the height of the track of the road wheels in the full-length range of the track is not more than 6mm, and the difference D of the height of the track in the length direction of every 2000mm along the track direction is not more than 2 mm;

the anti-tipping wheel rail needs to meet the following precision conditions:

t1): the distance deviation E between the top surface of the anti-overturning wheel track and the central line of the walking wheel track in the full-length range of the track is not more than 6mm, and the deviation of every 2000mm in the track direction is not more than 2 mm;

t2): the distance deviation F between the top surface of the running wheel track and the central line of the anti-tipping wheel track in the full-length range of the track is not more than 6mm, and the deviation in the length direction of 6000mm in the track direction is not more than 4 mm.

3. The mounting method of a retaining wall stocker according to claim 1, wherein: fixing the traveling device on a traveling wheel track and well supporting the traveling device; then the frame is fixed on the walking device, and the anti-tipping wheel is arranged at the top end of the frame;

the anti-tipping wheel needs to meet the following precision conditions in installation: the rolling circle center planes of the wheels on the same side of the track are in the same plane, and the deviation is not more than 2 mm; the verticality of the wheels is not more than 1/500.

4. The mounting method of a retaining wall stocker according to claim 1, wherein: the installation method of the truss girder in the third step is as follows;

m1): the truss girder is manufactured in a plurality of sections, and one section of truss girder penetrates through the rack and is connected with the rack through a supporting device;

m2): tensioning each section of the truss girder through bolts, and assembling and welding the sections on site;

m3): and polishing the welding line to be flat after welding, and carrying out 100% ultrasonic flaw detection on the welding line, wherein the flaw detection grade reaches the II-grade quality standard in JB 1152-81.

5. The mounting method of a retaining wall stocker according to claim 1, wherein: the mounting method of the stacking conveyor in the third step is as follows:

p1): installing a driving device, a transmission roller, a turnabout roller and a carrier roller group on a truss girder, then laying a belt on the transmission roller, the turnabout roller and the carrier roller component, and connecting belt joints by a vulcanization method or a cold bonding method;

p2): a material detector, a deviation switch, a material flow detector, a slip detector and a sweeper are arranged on the belt;

p3): the truss girder is provided with a walking platform and a railing.

6. The method for installing a retaining wall stacker according to claim 1, wherein in the fourth step, the method for installing the feed carriage comprises the following steps:

q1) butt-welding the oblique beam, wherein the interface gap is not more than 2mm, grinding and flattening the welded beam, and performing 100% ultrasonic inspection on the welded seam, wherein the ultrasonic inspection result meets the II-grade quality standard in JB 1152-81;

q2) assembling the oblique beam, the first support leg and the second support leg with the driven wheel assembly together, and ensuring that the rolling circle center planes of the wheels of the driven wheel assembly on the same side track are in the same plane in the installation process, wherein the deviation is not more than 2 mm; the verticality of the wheel is not more than 1/500;

q3): a carrier roller set, a head cover, a hopper and a feeding machine are arranged on the oblique beam;

q4): the control cabinet and the operation panel in the control room are installed on the ground, and then the control room is integrally hoisted and welded on a frame platform of the feeding vehicle

Q5): a ladder railing is arranged on the control room;

q6): connecting a feeding machine frame platform with a frame through a hinged support, checking whether a driven wheel assembly is in smooth contact with a walking track, and if the driven wheel assembly is not in smooth contact with the walking track, adjusting the connecting position of the feeding machine frame platform with the frame until the feeding machine frame platform is in smooth contact with the frame;

q7): welding a cable reel support on a frame platform of a feeding vehicle, and installing a cable reel on the cable reel support, wherein the parallelism deviation between the central line of the cable reel and the central line of the reel support is not more than +/-2 mm, and the verticality between the central line of the cable reel and the ground is not more than +/-5 mm; after the cable reel is installed, the manual winding of the reel is normal, and the cable is wound after no problem exists.

7. The method for installing a retaining wall stacker according to claim 1, wherein in the fourth step, the method for installing the hoisting device comprises the following steps:

u1): bearing connection is carried out on the assembled movable pulley block and the truss girder;

u2): the assembled fixed pulley block is connected with a flange of a winch support through a bolt;

u3): the electric reel support is placed at a corresponding position on the rack, is well adjusted and then is welded with the rack;

u4): installing an electric winding drum, wherein the installation meets the condition that the verticality between the central line of the electric winding drum and the top surface of the rack is not more than 4 mm;

u5): the steel wire rope passes through the fixed pulley block and the movable pulley block in a parallel winding mode, and the overload device and the wedge block are fixed with a hinge shaft on the side of the fixed pulley.

8. The method for installing a retaining wall stocker according to claim 1, wherein the step five, the step of installing the detection system comprises the steps of:

v1): spot welding the bracket and the collision plate on a driven wheel assembly of the feeding vehicle and a truss beam respectively;

v2) mounting a walking limiting device on a bracket and a collision plate on a driven wheel assembly of the feeding vehicle, and mounting a boom pitching detection device and a material detector on the bracket and the collision plate on the truss girder; v3): after the trial run adjustment reaches a good state, the bracket and the collision plate are welded firmly in sequence.

9. The mounting method of a retaining wall stocker according to claim 1, wherein said adjusting comprises adjusting the empty load and adjusting the load:

the empty load debugging comprises the following steps:

G1) the method comprises the following steps Starting a hoisting device to enable the truss girder to run between +15 degrees and-15 degrees so as to determine the position of a limit switch, and if vibration, noise or leakage phenomena occur during the working of the hoisting device, immediately stopping the machine, finding out reasons and removing the reasons in time;

G3) the method comprises the following steps Placing the truss girder in a horizontal position, starting the stacking conveyor, observing the running conditions of all carrier rollers, paying attention to observing whether the belt deviates, and finding out reasons and timely removing the reasons if the carrier roller runs inflexibly or the belt deviates; after the fault is eliminated, the empty load operation of the stacking conveyor is not less than 2 hours, and the temperature rise condition of the speed reducer is observed;

G4) the method comprises the following steps Starting the cable reel, and checking whether the cable reel has problems; allowing the running gear to test after the cable reel has no problem;

G5) the method comprises the following steps Starting a walking device of the stacker for the retaining wall, observing the temperature rise of the speed reducer when the running time is not less than 2 hours, and detecting whether the walking wheel, the anti-overturning wheel and the driven wheel assembly are clamped with the steel rail or not;

G6) the method comprises the following steps Determining the position of a walking limit switch during the operation of the retaining wall stacker, and fixing the walking limit device after the position is adjusted;

G7) the method comprises the following steps After each part of the stocker for the retaining wall normally operates, carrying out linkage empty load test run on the whole stocker for the retaining wall, wherein the running time is not less than 48 hours, and the running time of linkage test run of the stocker for the retaining wall and an external material receiver is not less than 48 hours;

the load debugging comprises the following steps:

H1) the method comprises the following steps Feeding materials to a stacking conveyor, and carrying out a partial load trial run for not less than 12 hours, wherein the partial load is 25-50% of a full load; gradually increasing the load when testing partial load, and finally reaching the full load degree;

H2) the full-load test run can be carried out only when part of the load test runs have no problem, and the full-load operation can be put into production all normally.

10. The mounting method of a retaining wall stocker according to claim 9, wherein:

when the material is fed to the stacking conveyor in the step H1), the belt conveyor can be fed only after reaching the normal running speed, and the material cannot be fed when the belt conveyor is static;

the method for judging the full load operation to be normal in step H2) is: when the belt conveyor runs under load, the material flow detection device, the cleaning device, the belt and the roller on the stacking conveyor are observed and adjusted to be slipped or not besides the normal running of the belt conveyor is observed when the belt conveyor is debugged and run according to the empty load;

when the tensioning device is adjusted, the truss girder is in a horizontal position state, and the belt droop value between two carrier rollers of the belt conveyor is observed, wherein the normal operation is that the droop value does not exceed 1.5% of the distance between the carrier rollers; and judging whether the lifting distance is normal when the cantilever is lifted each time, observing whether the walking distance is normal when the stacker for the retaining wall walks, and operating normally if the lifting distance and the walking distance of the cantilever are normal.

Technical Field

The invention belongs to the technical field of equipment maintenance, and particularly relates to an installation method of a retaining wall stacker.

Background

The retaining wall stocker is widely applied to coal conveying systems in coal, electric power, metallurgy and chemical production, is efficient continuous unloading equipment, and can be matched with a reclaimer in a storage yard to realize the uniform mixing effect of raw materials. The stacker for the retaining wall is high in working efficiency relative to other stacking devices, can be operated in a cross mode with the reclaimer, is small in occupied area and high in land utilization rate, is less in later maintenance and can realize full-automatic operation.

The stacker for the retaining wall mainly comprises a truss girder, a stacking conveyor, a feeding car, a traveling device, a winding device and the like. The feeding vehicle is a connecting part of the ground belt conveyor and the stacking conveyor and is used for conveying materials on the ground conveyor to the stacking conveyor to achieve stacking. The installation of the stacker equipment for the retaining wall has the characteristics of difficult hoisting caused by limited hoisting site, high equipment assembling and installation in-place precision requirement and the like, the efficiency is lower during equipment installation, and the installation specification and acceptance standard of the equipment or similar equipment do not exist at present.

Disclosure of Invention

In view of the above, the invention provides an installation method of a retaining wall stocker, which can optimize the construction sequence and improve the installation efficiency of equipment under the condition that the retaining wall stocker is installed in a tight construction period.

The specific scheme of the invention is as follows:

the utility model provides an installation method of stacker for barricade, stacker for barricade includes truss girder, pile conveyer, hoist support, hoisting device, prevents tilting wheel, frame, running gear, ladder railing, control room, cable reel support, cable reel, feeding car frame platform, detecting system, hinged-support, landing leg one, landing leg two, sloping and driven wheel assembly, its characterized in that: the installation method comprises the following steps:

step one, installing a track system;

step two: a walking device, a frame and an anti-tipping wheel are sequentially arranged;

step three: sequentially installing a truss girder, a stacking conveyor and a winch support;

step four: installing a feeding vehicle and a winding device;

step five: installing a detection system;

step six: a stacker for debugging a retaining wall.

The track system in the first step comprises two walking wheel tracks and an anti-overturning wheel track, wherein the two walking wheel tracks are arranged according to the position of an external incoming material machine, are symmetrically arranged at two ends of the external incoming material belt conveyor to establish a civil engineering platform, and are arranged at the upper part of the civil engineering platform;

the installation accuracy of the two walking wheel tracks meets the following accuracy conditions:

s1): the distance deviation A between the centers of the two walking wheel tracks and the center of the walking track is +/-2 mm;

s2), the deviation value B of the lateral straightness of the track in the full-length range of the track is not more than 6mm, and the deviation value B of every 2m is +/-1 mm;

s3) the difference D of the height of the track of the road wheels in the full-length range of the track is not more than 6mm, and the difference D of the height of the track in the length direction of every 2000mm along the track direction is not more than 2 mm;

the anti-tipping wheel rail needs to meet the following precision conditions:

t1): the distance deviation E between the top surface of the anti-overturning wheel track and the central line of the walking wheel track in the full-length range of the track is not more than 6mm, and the deviation of every 2000mm in the track direction is not more than 2 mm;

t2): the distance deviation F between the top surface of the running wheel track and the central line of the anti-tipping wheel track in the full-length range of the track is not more than 6mm, and the deviation in the length direction of 6000mm in the track direction is not more than 4 mm.

Fixing the traveling device on a traveling wheel track and well supporting the traveling device; then the frame is fixed on the walking device, and the anti-tipping wheel is arranged at the top end of the frame;

the anti-tipping wheel needs to meet the following precision conditions in installation: the rolling circle center planes of the wheels on the same side of the track are in the same plane, and the deviation is not more than 2 mm; the verticality of the wheels is not more than 1/500.

The installation method of the truss girder in the third step is as follows;

m1): the truss girder is manufactured in a plurality of sections, and one section of truss girder penetrates through the rack and is connected with the rack through a supporting device;

m2): tensioning each section of the truss girder through bolts, and assembling and welding the sections on site;

m3): and polishing the welding line to be flat after welding, and carrying out 100% ultrasonic flaw detection on the welding line, wherein the flaw detection grade reaches the II-grade quality standard in JB 1152-81.

The mounting method of the stacking conveyor in the third step is as follows:

p1): installing a driving device, a transmission roller, a turnabout roller and a carrier roller group on a truss girder, then laying a belt on the transmission roller, the turnabout roller and the carrier roller component, and connecting belt joints by a vulcanization method or a cold bonding method;

p2): a material detector, a deviation switch, a material flow detector, a slip detector and a sweeper are arranged on the belt;

p3): a walking board and a railing are arranged on the truss girder;

in the fourth step, the mounting method of the feeding vehicle is as follows:

q1) butt-welding the oblique beam, wherein the interface gap is not more than 2mm, grinding and flattening the welded beam, and performing 100% ultrasonic inspection on the welded seam, wherein the ultrasonic inspection result meets the II-grade quality standard in JB 1152-81;

q2) assembling the oblique beam, the first support leg and the second support leg with the driven wheel assembly together, and ensuring that the rolling circle center planes of the wheels of the driven wheel assembly on the same side track are in the same plane in the installation process, wherein the deviation is not more than 2 mm; the verticality of the wheel is not more than 1/500;

q3): a carrier roller set, a head cover, a hopper and a feeding machine are arranged on the oblique beam;

q4): the control cabinet and the operation panel in the control room are installed on the ground, and then the control room is integrally hoisted and welded on a frame platform of the feeding vehicle

Q5): a ladder railing is arranged on the control room;

q6): connecting a feeding machine frame platform with a frame through a hinged support, checking whether a driven wheel assembly is in smooth contact with a walking track, and if the driven wheel assembly is not in smooth contact with the walking track, adjusting the connecting position of the feeding machine frame platform with the frame until the feeding machine frame platform is in smooth contact with the frame;

q7): welding a cable reel support on a frame platform of a feeding vehicle, and installing a cable reel on the cable reel support, wherein the parallelism deviation between the central line of the cable reel and the central line of the reel support is not more than +/-2 mm, and the verticality between the central line of the cable reel and the ground is not more than +/-5 mm; after the cable reel is installed, the manual winding of the reel is normal, and the cable is wound after no problem exists.

In the fourth step, the installation method of the hoisting device is as follows:

u1): bearing connection is carried out on the assembled movable pulley block and the truss girder;

u2): the assembled fixed pulley block is connected with a flange of a winch support through a bolt;

u3): the electric reel support is placed at a corresponding position on the rack, is well adjusted and then is welded with the rack;

u4): installing an electric winding drum, wherein the installation meets the condition that the verticality between the central line of the electric winding drum and the top surface of the rack is not more than 4 mm;

u5): the steel wire rope passes through the fixed pulley block and the movable pulley block in a parallel winding mode, and the overload device and the wedge block are fixed with a hinge shaft on the side of the fixed pulley.

In the fifth step, the installation of the detection system comprises the following steps:

v1): spot welding the bracket and the collision plate on a driven wheel assembly of the feeding vehicle and a truss beam respectively;

v2) mounting a walking limiting device on a bracket and a collision plate on a driven wheel assembly of the feeding vehicle, and mounting a boom pitching detection device and a material detector on the bracket and the collision plate on the truss girder;

v3): after the trial run adjustment reaches a good state, the bracket and the collision plate are welded firmly in sequence.

In the sixth step, the debugging comprises the null load debugging and the load debugging:

the empty load debugging comprises the following steps:

G1) the method comprises the following steps Starting a hoisting device to enable the truss girder to run between +15 degrees and-15 degrees so as to determine the position of a limit switch, and if vibration, noise or leakage phenomena occur during the working of the hoisting device, immediately stopping the machine, finding out reasons and removing the reasons in time;

G3) the method comprises the following steps Placing the truss girder in a horizontal position, starting the stacking conveyor, observing the running conditions of all carrier rollers, paying attention to observing whether the belt deviates, and finding out reasons and timely removing the reasons if the carrier roller runs inflexibly or the belt deviates; after the fault is eliminated, the empty load operation of the stacking conveyor is not less than 2 hours, and the temperature rise condition of the speed reducer is observed;

G4) the method comprises the following steps Starting the cable reel, and checking whether the cable reel has problems; allowing the running gear to test after the cable reel has no problem;

G5) the method comprises the following steps Starting a walking device of the stacker for the retaining wall, observing the temperature rise of the speed reducer when the running time is not less than 2 hours, and detecting whether the walking wheel, the anti-overturning wheel and the driven wheel assembly are clamped with the steel rail or not;

G6) the method comprises the following steps Determining the position of a walking limit switch during the operation of the retaining wall stacker, and fixing the walking limit device after the position is adjusted;

G7) the method comprises the following steps After each part of the stocker for the retaining wall normally operates, carrying out linkage empty load test run on the whole stocker for the retaining wall, wherein the running time is not less than 48 hours, and the running time of linkage test run of the stocker for the retaining wall and an external material receiver is not less than 48 hours;

the load debugging comprises the following steps:

H1) the method comprises the following steps Feeding materials to a stacking conveyor, and carrying out a partial load trial run for not less than 12 hours, wherein the partial load is 25-50% of a full load; gradually increasing the load when testing partial load, and finally reaching the full load degree;

H2) the full-load test run can be carried out only when part of the load test runs have no problem, and the full-load operation can be put into production all normally.

When the material is fed to the stacking conveyor in the step H1), the belt conveyor can be fed only after reaching the normal running speed, and the material cannot be fed when the belt conveyor is static;

the method for judging the full load operation to be normal in step H2) is: when the belt conveyor runs under load, the material flow detection device, the cleaning device, the belt and the roller on the stacking conveyor are observed and adjusted to be slipped or not besides the normal running of the belt conveyor is observed when the belt conveyor is debugged and run according to the empty load;

when the tensioning device is adjusted, the truss girder is in a horizontal position state, and the belt droop value between two carrier rollers of the belt conveyor is observed, wherein the normal operation is that the droop value does not exceed 1.5% of the distance between the carrier rollers; and judging whether the lifting distance is normal when the cantilever is lifted each time, observing whether the walking distance is normal when the stacker for the retaining wall walks, and operating normally if the lifting distance and the walking distance of the cantilever are normal.

The invention discloses an installation method of a retaining wall stocker, and provides an installation method of a retaining wall stocker, which can optimize the construction sequence and improve the installation efficiency of equipment under the condition that the retaining wall stocker is installed in a tight construction period.

Drawings

FIG. 1 is a front view of a retaining wall stacker.

Fig. 2 is a side view of a retaining wall stacker.

Fig. 3 is a road wheel track layout.

Fig. 4 is a schematic view of the mounting accuracy of the road wheel track and the anti-tip wheel track.

Fig. 5 is a table of prepared contents before debugging.

Detailed Description

The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. It is understood that the described embodiments are merely some implementations, rather than all implementations, and that all other embodiments that can be derived by one of ordinary skill in the art based on the described embodiments are intended to be within the scope of the present invention.

As shown in fig. 1 to 2, a method for installing a retaining wall stacker, which includes a truss beam 1, a stacker conveyor 18, a winch support 2, a winch 3, an anti-tip wheel 4, a frame 5, a traveling device 6, a ladder rail 7, a control room 8, a cable reel support 9, a cable reel 10, a feeder vehicle frame platform 11, a detection system 12, a hinge support 13, a first support leg 14, a second support leg 15, an oblique beam 16, and a driven wheel assembly 17, is characterized in that: the installation method comprises the following steps:

step one, installing a track system;

step two: a walking device 6, a frame 5 and an anti-tipping wheel 4 are sequentially arranged;

step three: sequentially installing a truss girder 1, a stacking conveyor 18 and a winch support 2;

step four: installing a feeding vehicle and a winding device 3;

step five: the installation detection system 12;

step six: a stacker for debugging a retaining wall.

The track system in the first step comprises two walking wheel tracks 23 and an anti-tipping wheel track 21, wherein the two walking wheel tracks 23 are arranged according to the position of an external feeding machine 24, the two walking wheel tracks 23 are symmetrically arranged at two ends of the external feeding machine 24 to establish a civil engineering platform 25, and the anti-tipping wheel track 21 is arranged at the upper part of the civil engineering platform 25;

as shown in fig. 3 to 4, the mounting accuracy of the two road wheel rails 23 satisfies the following accuracy condition:

s1): the distance deviation A between the center of the two walking wheel tracks 23 and the center of the walking track is +/-2 mm;

s2), the following steps: the deviation value B of the lateral straightness of the track in the full-length range of the track is not more than 6mm, and the deviation value B of every 2m is +/-1 mm;

s3): the difference D of the height of the walking wheel track between the full length ranges of the track is not more than 6mm, and the difference D of the height of the track in the length direction of every 2000mm along the track direction is not more than 2 mm;

the anti-rollover wheel rail 21 needs to satisfy the following accuracy conditions:

t1): the distance deviation E between the top surface of the anti-tipping wheel track 21 and the central line of the walking wheel track 23 in the full-length range of the track is not more than 6mm, and the deviation of every 2000mm in the track direction is not more than 2 mm;

t2): the distance deviation F between the top surface of the walking wheel rail 23 and the central line of the anti-tipping wheel rail 21 in the full-length range of the rail is not more than 6mm, and the deviation in the length direction of every 6000mm in the rail direction is not more than 4 mm.

In the second step, the mounting method of the walking device 6 is that the walking device 6 is fixed on the walking wheel track 23 and is well supported; then, the frame 5 is fixed on the traveling device 6, and the anti-tipping wheel 4 is arranged at the top end of the frame 5; the walking device 6 comprises a box body, driving wheels 22 and a speed reduction motor, and the walking device 6 is installed when leaving a factory.

The installation of the anti-tipping wheel 4 needs to meet the following precision conditions: the rolling circle center planes of the wheels on the same side of the track are in the same plane, and the deviation is not more than 2 mm; the verticality of the wheels is not more than 1/500.

The installation method of the truss girder 1 in the third step is as follows;

m1): the truss girder 1 is manufactured in a plurality of sections, and one section of truss girder passes through the frame and is connected with the frame 5 through a supporting device;

m2): tensioning each section of the truss girder 1 through bolts, and assembling and welding the sections on site;

m3): and polishing the welding line to be flat after welding, and carrying out 100% ultrasonic flaw detection on the welding line, wherein the flaw detection grade reaches the II-grade quality standard in JB 1152-81.

The method for installing the stacking conveyor 18 in the third step is as follows:

p1): installing a driving device, a transmission roller, a turnabout roller and a carrier roller group on a truss girder 1, then laying a belt on the transmission roller, the turnabout roller and the carrier roller component, and connecting belt joints by a vulcanization method or a cold bonding method;

p2): a material detector, a deviation switch, a material flow detector, a slip detector and a sweeper are arranged on the belt;

p3): a walking board and a railing are arranged on the truss girder;

in the fourth step, the mounting method of the feeding vehicle is as follows:

q1) butt-welding the oblique beam 16, wherein the interface gap is not more than 2mm, polishing and flattening the welded seam, and performing 100% ultrasonic inspection on the welded seam, wherein the ultrasonic inspection result is in accordance with the II-grade quality standard in JB 1152-81;

q2) assembling the oblique beam 16, the first support leg 14, the second support leg 15 and the driven wheel assembly 17 together, and ensuring that the rolling circle center planes of the wheels of the driven wheel assembly 17 on the same-side track are in the same plane in the installation process, wherein the deviation is not more than 2 mm; the verticality of the wheel is not more than 1/500;

q3): a carrier roller group, a head cover 19, a hopper 20 and a feeding machine frame platform 11 are arranged on the oblique beam 16;

q4): the control cabinet and the operation panel in the control room 8 are installed on the ground, and then the control room 8 is integrally hoisted and welded on the feeding vehicle frame platform 11

Q5): a ladder railing 7 is arranged on the control room 8;

q6): connecting the feeding machine frame platform 11 with the frame 5 through a hinged support 13, checking whether the driven wheel assembly 17 is in smooth contact with the walking track 23, and if the driven wheel assembly is not in smooth contact with the walking track 23, adjusting the connecting position of the feeding machine frame platform 11 and the frame 5 until the feeding machine frame platform is in smooth contact with the frame;

q7): welding a cable reel support 9 on a feeding machine frame platform 11, and installing a cable reel 10 on the cable reel support 9, wherein the deviation of the parallelism of the central line of the cable reel 10 and the central line of the reel support 9 is not more than +/-2 mm, and the verticality of the central line of the cable reel 10 and the ground is not more than +/-5 mm; after the cable reel 10 is installed, people can manually wind the reel normally, and the cable can be wound after no problem exists.

The installation method of the hoisting device comprises the following steps:

u1): bearing connection is carried out on the assembled movable pulley block and the truss girder 1;

u2): the assembled fixed pulley block is connected with a flange of the winch support 2 through a bolt;

u3): the electric reel support is placed at a corresponding position on the frame 5, and is welded with the frame 5 after being adjusted;

u4): installing an electric winding drum, wherein the installation meets the condition that the verticality between the central line of the electric winding drum and the top surface of the rack is not more than 4 mm;

u5): the steel wire rope passes through the fixed pulley block and the movable pulley block in a parallel winding mode, and the overload device and the wedge block are fixed with a hinge shaft on the side of the fixed pulley.

In step five, the installation of the detection system 12 comprises the following steps:

v1): spot welding the bracket and the collision plate on a driven wheel assembly 17 of the feeding vehicle and the truss girder 1 respectively;

v2) mounting a walking limiting device on a bracket and a collision plate on a driven wheel assembly 17 of the feeding vehicle, and mounting a boom pitching detection device and a material detector on the bracket and the collision plate on the truss girder 1;

v3): after the trial run adjustment reaches a good state, the bracket and the collision plate are welded firmly in sequence.

In the sixth step, the debugging comprises the null load debugging and the load debugging:

the contents of the preparation before debugging are shown in fig. 5, and after the preparation is made, the debugging can be performed

The empty load debugging comprises the following steps:

G1) the method comprises the following steps Starting the hoisting device 3 to enable the truss girder 1 to operate between +15 degrees and-15 degrees so as to determine the position of the limit switch, and if vibration, noise or leakage phenomena occur during the operation of the hoisting device 3, immediately stopping the machine, finding out reasons and removing the reasons in time;

G3) the method comprises the following steps Placing the truss girder 1 in a horizontal position, starting the stacking conveyor 18, observing the running conditions of all carrier rollers, paying attention to observing whether the belt deviates, and finding out reasons and timely eliminating the reasons if the carrier roller runs inflexibly or the belt deviates; after the fault is eliminated, the empty load operation of the stacking conveyor is not less than 2 hours, and the temperature rise condition of the speed reducer is observed;

G4) the method comprises the following steps Starting the cable reel 10, checking whether the cable reel 10 has a problem; the running gear 6 is allowed to run after the cable reel 10 has no problem;

G5) the method comprises the following steps Starting the traveling device 6 of the retaining wall stacker, observing the temperature rise of the speed reducer when the running time is not less than 2 hours, and detecting whether the traveling wheel 22, the anti-overturning wheel 4 and the driven wheel assembly 17 have a rail clamping phenomenon with the steel rail or not;

G6) the method comprises the following steps Determining the position of a walking limit switch during the operation of the retaining wall stacker, and fixing the walking limit device after the position is adjusted;

G7) the method comprises the following steps After each part of the stacker for the retaining wall normally operates, the whole stacker for the retaining wall performs linkage empty load test run, the running time is not less than 48 hours, and the stacker for the retaining wall and an external material receiver perform linkage test run for not less than 48 hours;

the load debugging comprises the following steps:

H1) the method comprises the following steps Feeding materials to a stacking conveyor 18, and carrying out a partial load trial run for not less than 12 hours, wherein the partial load is 25-50% of a full load; gradually increasing the load when testing partial load, and finally reaching the full load degree;

H2) the full-load test run can be carried out only when part of the load test runs have no problem, and the full-load operation can be put into production all normally.

In step H1), when the material is fed to the stacking conveyor 18, the stacking conveyor 18 must reach the normal operation speed before the material can be fed to the stacking conveyor 18, and the material cannot be fed when the stacking conveyor 18 is stationary;

the method for judging the full load operation to be normal in step H2) is: when the belt conveyor runs under load, the material flow detection device, the cleaning device, the belt and the roller on the stacking conveyor 18 are observed and adjusted to be slipped or not besides the normal running of the belt conveyor is observed when the belt conveyor is debugged and run according to the empty load;

when the tensioning device is adjusted, the truss girder 1 is in a horizontal position state, the belt droop value between two carrier rollers of the stacking conveyor 18 is observed, and the normal operation is realized when the droop value does not exceed 1.5% of the distance between the carrier rollers; whether the cantilever lifting distance is normal when the truss girder 1 is lifted each time and whether the walking distance is normal when the retaining wall stacker walks are observed, and if the lifting distance and the walking distance are both normal, the operation is normal.

In the test run, the process of stopping the machine is required to be carried out when each item is checked to have the unqualified requirement, and after the machine is operated again, each requirement is required to be rechecked until all the requirements are qualified.

In the test run, after the accident treatment for the fault parking is finished, the test run time needs to be recalculated when the vehicle is driven again, and the test run time cannot be accumulated before and after the vehicle is driven again.

The construction method is used for installing the equipment, so that the installation time of the equipment is shortened, the purpose of saving the construction period is achieved, and the installation efficiency and the installation quality of the equipment are improved.

The working process of the stacker for the retaining wall is as follows:

the materials are transmitted through an external feeding machine 24, the external feeding machine 24 is laid in a stock ground and extends to a retaining wall stocker from a far end all the time, the external feeding machine 24 transmits the materials to a feeding vehicle, the feeding vehicle conveys the materials to a hopper 20, then the materials are discharged onto a stacker conveyor 18 through the hopper 20 and are discharged from the head of the truss girder 1 to form a conical stack, the material level detector detects the materials in the process of forming the stack, if the stack touches the material level detector, a signal is sent to a controller of a control room 8, the controller sends a signal to a hoisting device 3, and the hoisting device 3 drives the truss girder 1 to rise to a preset angle and continue discharging; when the material pile reaches the preset height, the controller sends an instruction to enable the material piling machine for the retaining wall to walk for a certain distance according to the instruction, and then the material piling process at the next fixed point is carried out until the material piling operation of the material piling area of the material storage bin is completed or the material piling and stopping are carried out after a pile changing or stopping instruction is received. The retaining wall is moved by the stacker, and the materials are discharged into a stock ground at the same time to form a layered herringbone stock pile, so that the uniform mixing effect is completed for the taking-away of the reclaimer.

The technical means disclosed in the invention scheme are not limited to the technical means disclosed in the above embodiments, but also include the technical scheme formed by any combination of the above technical features. It should be noted that those skilled in the art can make various improvements and modifications without departing from the principle of the present invention, and such improvements and modifications are also considered to be within the scope of the present invention.