CN108343087A - A kind of the transport assembly equipment system and its construction method of prefabricated components - Google Patents
A kind of the transport assembly equipment system and its construction method of prefabricated components Download PDFInfo
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- CN108343087A CN108343087A CN201810384771.3A CN201810384771A CN108343087A CN 108343087 A CN108343087 A CN 108343087A CN 201810384771 A CN201810384771 A CN 201810384771A CN 108343087 A CN108343087 A CN 108343087A
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- 238000010276 construction Methods 0.000 title claims abstract description 43
- 238000006073 displacement reaction Methods 0.000 claims abstract description 21
- 230000032258 transport Effects 0.000 claims description 52
- 238000000034 method Methods 0.000 claims description 13
- 230000008569 process Effects 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 4
- 238000007596 consolidation process Methods 0.000 abstract description 4
- 238000005096 rolling process Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 230000015572 biosynthetic process Effects 0.000 description 6
- 238000003786 synthesis reaction Methods 0.000 description 6
- 239000010720 hydraulic oil Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000013036 cure process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
- Y02T30/00—Transportation of goods or passengers via railways, e.g. energy recovery or reducing air resistance
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- General Life Sciences & Earth Sciences (AREA)
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Abstract
A kind of the transport assembly equipment system and its construction method of prefabricated components, transport assembly equipment system include guide rail, transport assembly equipment, at least two vehicle bodies and linking beam；Each vehicle body rolling is connected on guide rail；Vehicle body includes body structure, running gear and alignment system；Body structure includes top clip plate and bottom buckle plate, and top clip plate pieces together the hollow box body that cross section is rectangle with bottom buckle plate jointly；Running gear is mounted on body structure, to drive body structure to be moved along guide rail；Alignment system is mounted on body structure, the vertical displacement to adjust prefabricated components to be transported and lateral displacement；Prefabricated components are placed on body structure top clip plate, and complete its transport and installment work by body structure, running gear and alignment system.The present invention solves existing for traditional construction method the technical problem that weight lifting operation amount is big, security risk is more, lifting operation takes up a large area, aligns consolidation service labor intensity height and splicing accuracy difference.
Description
Technical field
The present invention relates to the transport assembly equipment systems and its construction method of a kind of prefabricated components.
Background technology
City integrated prefabricated piping lane is in Urban Underground for concentrating laying electric power, communication, water supply, draining, heating power, combustion gas
The public tunnel of equal municipal pipelines.China is in urbanization fast-developing period, and underground infrastructure construction lag promotes city
Synthesis prefabricated piping lane construction in city underground plans as a whole all kinds of municipal pipelines planning, builds and manage, solves repeatedly excavated pavement, makes somebody a mere figurehead
The problems such as gauze is intensive, pipeline Frequent Accidents is conducive to ensure urban safety, improves city function, beautifying city landscape, promotes
The intensive efficient and Transformation Development in city.China integrates prefabricated piping lane engineering construction and is in the starting stage, prefabricated from comprehensive national
The construction situation of piping lane experimental city sees that the construction mode of comprehensive prefabricated piping lane mainly based on new zone development auxiliary construction, is applied
Work method is mainly based on excavation and cast-in-place method.Excavation and cast-in-place method is the most ripe underground engineering construction method in China, has technology
It is simple for process, economic cost is cheap, can be by increasing the advantages that manpower and materials put into Accelerating The Construction speed, but cast-in-place operation is also deposited
Labor intensity at the construction field (site) is high, skill expense is big, security risk is more, resource energy consumption is big, disposal of pollutants is big, building
The problems such as waste disposal amount is big, fine-grained management difficulty is big.
Assembled integrates prefabricated piping lane engineering in the construction process at present, mainly assembled using large scale hoisting machinery handling,
The construction method that auxiliary manpower is pushed away, drawn, prizing.In the case where labor intensive is not apparent from reduction, splicing accuracy cannot guarantee that,
The lifting erect-position place that lifting equipment needs foundation pit side in large scale simultaneously, and need to take greatly the ground at loop wheel machine erect-position
Range strengthening measure；Its technical process includes：Bed course is applied in bottom of foundation ditch first, then in bed course upper berth dry-mixed mortar
Screed-coat, then component is hung in into foundation pit using crawler crane or gantry crane afterwards and is aligned, while the tools such as hand-held crowbar of worker are auxiliary
Contraposition is helped, after the completion of contraposition, by the internal reservation duct of component longitudinal direction, penetrates presstressed reinforcing steel, by prestressing force by front and back two
A component tenses.Problem and shortage existing for this method includes following several points：1, crane handling component and human assistance contraposition
Splicing accuracy, be heavily dependent on the operating technology of hoistman, the splicing accuracy for eventually leading to prefabricated components is difficult
Ensure；It 2,, must since crawler crane own wt is larger when using crawler crane as lifting machine in the selection of hoisting machinery
Certain safe distance must be kept with foundation pit side；It is therefore necessary to ensure foundation pit side has broad construction site for Standing position of a crane
It uses；3, it must walk to crane, whole ground progress arrangement of reinforcement cure process on standing route, and these hardened layers, finally
It abolishes discarded；4, gantry crane is required by Safety Slope, can not be turned, cannot the arbitrarily limitations such as transition, to the prefabricated piping lane of synthesis
The applicability of engineering is very poor, while the engineering scale of construction for completely building gantry crane temporary track basis is also very big.
Invention content
The object of the present invention is to provide the transport assembly equipment system and its construction method of a kind of prefabricated components, to solve to pass
Weight lifting operation amount is big existing for the construction method of system, security risk is more, lifting operation takes up a large area, aligns consolidation service labor
The technical problem of fatigue resistance height and splicing accuracy difference.
To achieve the above object, the present invention adopts the following technical scheme that.
A kind of transport assembly equipment system of prefabricated components includes guide rail and transport assembly equipment；The transport assembly
Equipment includes the linking beam of at least two vehicle bodies and the adjacent vehicle body of connection；Wherein, each vehicle body rolls and is connected to guide rail
On；The vehicle body includes body structure, running gear and alignment system；The body structure includes top clip plate and bottom buckle
Plate, and top clip plate pieces together the hollow box body that cross section is rectangle with bottom buckle plate jointly；The running gear is mounted on vehicle body
In structure, to drive body structure to be moved along guide rail；The alignment system is mounted on body structure, is to be transported to adjust
Prefabricated components vertical displacement and lateral displacement；The prefabricated components are placed on the top clip plate of body structure, and pass through vehicle
Body structure, running gear and alignment system, which cooperate, completes its transport and installment work.
Preferably, the prefabricated components are prefabricated pipe gallery or pipe culvert.
Preferably, at least two, the guide rail, transversely parallel interval laying；Wherein, every guide rail is pacified by anchor bolt
On the bed course of bottom of foundation ditch.
Preferably, the running gear includes travel driving unit, gear, the first driving chain and wheel.
Preferably, the contraposition adjustment system includes slide unit, roller and jack；The slide unit have one group, along longitudinal direction
It is spaced on the top clip plate of a body structure installed therein, to adjust the lateral displacement of prefabricated components；Remaining each vehicle
At least one set of roller is installed on the top clip plate of body structure, to adjust the lateral displacement of prefabricated components；Roller is longitudinally spaced
It is distributed and is correspondingly arranged with slide unit；The jack has at least two groups, longitudinally spaced respectively to be arranged in each body structure
Between top clip plate and bottom buckle plate, to adjust the vertical displacement of prefabricated components.
Preferably, the either flush at the top of the roller and slide unit；
The side of the prefabricated components is overlapped on slide unit, and the other side of prefabricated components is overlapped on roller；Pass through slide unit transverse direction
It is mobile, it drives roller to be rotated around the longitudinal axis, prefabricated components is laterally adjusted.
A kind of construction method of the transport assembly equipment system of prefabricated components, including steps are as follows.
Step 1, construction cushion coat.
Step 2 is laid with guide rail.
Step 3 transports the assembly and adjustment of assembly equipment system.
Step 4, prefabricated components to be installed are hung：Prefabricated components to be installed are hung in transport assembly equipment system
On system.
Step 5, the transport of prefabricated components to be installed：Assembly equipment system is transported to walk along guide rail, it will be to be installed pre-
At component conveying to design position processed.
Step 6, contraposition leveling：Transport assembly equipment system is adjusted, close to the assembled prefabricated components completed, until waiting for
The prefabricated components of installation are bonded with the assembled prefabricated components completed, and using alignment system, prefabricated components to be installed are aligned
To just.
Step 7 is attached prefabricated components to be installed and the assembled prefabricated components completed.
Step 8, transport assembly equipment system return, and repeat the process of step 4 and step 7, until to be installed is prefabricated
Component all installs.
Preferably, the alignment of prefabricated components to be installed is less than in 2mm positive trueness error in step 6.
Preferably, between prefabricated components to be installed and the assembled prefabricated components completed to be bolted or be pre- answer
Power anchor cable is connected or is connected for bell and spigot.
Compared with prior art the invention has the characteristics that and advantageous effect.
1, the present invention provides a kind of transport assembly equipment system of prefabricated components for the existing various deficiencies of cast-in-place method construction
System and its construction method, solve existing for traditional construction method that weight lifting operation amount is big, security risk is more, lifting operation accounts for
Ground area is big, contraposition consolidation service labor intensity is high and the technical problem of splicing accuracy difference.
2, the present invention in prefabricated components transport assembly equipment system and its construction method, specific implementation include transport, it is right
The do mechanization operation of the processes such as position, assembly；The alternative goliath lifting used at present of the construction method, worker's cooperation pair
The erection method of position improves the prefabricated piping lane assembly construction efficiency of prefabricated synthesis, hoisting and hanging workload is greatly decreased, saves construction
Land used loses caused by improving safety, reduction contingency, improves splicing accuracy and assembled quality, raising mechanization of building operation
Level is further reduced skill dosage.
3, the existing hoisting and hanging workload of traditional synthesis prefabricated piping lane prefabrication and assembly construction construction is big, lifting operation takes up an area face
The problems such as product is big, consolidation service labor intensity is high, splicing accuracy is poor, in conjunction with the prefabricated piping lane engineering construction environment of synthesis and feature,
The transport assembly equipment system and its construction method for designing the prefabricated components of the present invention improve the prefabricated piping lane assembly of prefabricated synthesis
Hoisting and hanging workload is greatly decreased in construction efficiency, saves construction land tenure, is damaged caused by improving safety, reduction contingency
It loses, improves splicing accuracy and assembled quality, improve construction mechanization level, realize green construction, reduce disposal of pollutants, alleviate work
Human resources problem in short supply caused by people's aging.
4, the present invention can be the city integrated prefabricated piping lane design theory of assembled and mechanized construction key technology and equipment
It promotes and applies and further further investigation provides technological guidance.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the planar structure schematic diagram of the transport assembly equipment system in the present invention.
Fig. 2 is the side structure schematic diagram of the vehicle body in the present invention.
Fig. 3 is A-A cross-sectional views in Fig. 2.
Fig. 4 is the side structure schematic diagram of the slide unit in the present invention.
Fig. 5 is the planar structure schematic diagram of the slide unit in the present invention.
Fig. 6 is the structural schematic diagram that the guide rail in the present invention is connect with bed course.
Fig. 7 is the structural schematic diagram that the prefabricated components in embodiment 1 are placed on body structure.
Fig. 8 is the structural schematic diagram that the prefabricated components in embodiment 2 are placed on body structure.
Reference numeral：1- prefabricated components, 2- guide rails, 3- vehicle bodies, 3.1- travel driving units, 3.2- gears, 3.3- first
Driving chain, 3.4- wheels, 3.5- slide units, 3.5.1- supporting plates, 3.5.2- leading screws, 3.6- rollers, 3.6.1- roller units, 3.7-
Align driving motor, 3.8- jack, 3.9- hydraulic oil pumps, the second driving chains of 3.10-, 3.11- top clips plate, 3.12- bottom buckles
Plate, 4- linking beams, 5- bed courses, 6- anchor bolts, 7- shelf brackets.
Specific implementation mode
Embodiment 1：As shown in figs. 1-7, the transport assembly equipment system of this prefabricated components, to the fortune of prefabricated components 1
Defeated and installation；The device systems include guide rail 2 and transport assembly equipment；The transport assembly equipment includes at least two vehicles
Body 3 and the linking beam 4 for connecting adjacent vehicle body 3；Wherein, each vehicle body 3 is rolled and is connected on guide rail 2；The vehicle body 3 includes
There are body structure, running gear and alignment system；The body structure includes top clip plate 3.11 and bottom buckle plate 3.12, and is pushed up
Buckle 3.11 pieces together the hollow box body that cross section is rectangle with bottom buckle plate 3.12 jointly；The running gear is mounted on vehicle body knot
On structure, to drive body structure to be moved along guide rail 2；The alignment system is mounted on body structure, is to be transported to adjust
Prefabricated components 1 vertical displacement and lateral displacement；The prefabricated components 1 are placed on the top clip plate 3.11 of body structure, and
It is cooperated by body structure, running gear and alignment system and completes its transport and installment work.
In the present embodiment, the prefabricated components 1 are prefabricated pipe gallery, the rectangular in cross-section of the prefabricated pipe gallery；
On the side wall of prefabricated pipe gallery both sides, shelf bracket 7 is respectively equipped at the top position of corresponding body structure.Certainly at other
In embodiment, the prefabricated components 1 can also be pipe culvert.
In the present embodiment, the cross section of the top clip plate 3.11 is in inverted U-shaped, the U-shaped profile of bottom buckle plate 3.12；
Top clip plate 3.11 snaps onto on bottom buckle plate 3.12, constitutes the hollow box body that cross section is rectangle；
In the present embodiment, at least two, the guide rail 2, transversely parallel interval laying；Wherein, every guide rail 2 passes through anchor bolt 6
On the bed course 5 of bottom of foundation ditch；Spacing between adjacent two guide rails 2 is bigger than the width of prefabricated pipe gallery；It is prefabricated comprehensive
The lower part for closing piping lane is plugged at the position between two guide rails 2, and the shelf bracket 7 of both sides rides upon the vehicle body knot of both sides respectively
On structure.
In the present embodiment, the running gear includes travel driving unit 3.1, gear 3.2, the first driving chain 3.3
With wheel 3.4；Wherein, travel driving unit 3.1 is mounted on the front top of body structure；Wheel 3.4 has one group, along longitudinal direction between
Every on the bottom buckle plate 3.12 mounted on body structure；First driving chain 3.3 is mounted on travel driving unit 3.1 and gear
Between 3.2, between gear 3.2 and wheel 3.4；The gear 3.2 is mounted on 3.12 madial wall of bottom buckle plate, is located at the first transmission
At the position that chain 3.3 passes through.
In the present embodiment, the contraposition adjustment system includes slide unit 3.5, roller 3.6 and jack 3.8；The slide unit
3.5 have one group, on the top clip plate 3.11 of a longitudinally spaced body structure installed therein, and pass through and align driving motor
3.7 provide power to adjust the lateral displacement of prefabricated components 1；Be equipped on the top clip plate 3.11 of remaining each body structure to
Few one group of roller 3.6, to adjust the lateral displacement of prefabricated components 1；Roller 3.6 it is longitudinally spaced distribution and it is right with slide unit 3.5
It should be arranged；The jack 3.8 has at least two groups, respectively the longitudinally spaced top clip plate 3.11 for being arranged in each body structure with
Between bottom buckle plate 3.12, power is provided by hydraulic oil pump 3.9 to adjust the vertical displacement of prefabricated components 1；Wherein, contraposition driving
Motor 3.7 is mounted on the body structure equipped with 3.5 side of slide unit, between contraposition driving motor 3.7 and slide unit 3.5, slide unit
The second driving chain 3.10 is connected between 3.5 and slide unit 3.5；Hydraulic oil pump 3.9 is mounted on a case being arranged on linking beam 4
In body.Certainly in other embodiments, the slide unit 3.5 can also be the type of drive such as hydraulic power driving, manpower driving.
In the present embodiment, the slide unit 3.5 is dovetail groove leading screw supporting plate, includes supporting plate 3.5.1 and leading screw 3.5.2；Institute
The top clip plate 3.11 for stating body structure is equipped with groove at the position of corresponding slide unit 3.5；The leading screw 3.5.2 is horizontally arranged at recessed
In slot, and the top of leading screw 3.5.2 is concordant with groove top；The supporting plate 3.5.1 is connected horizontally on the top of leading screw 3.5.2
Portion；
The roller 3.6 includes that there are two longitudinally disposed roller units 3.6.1, two roller units 3.6.1 is transversely parallel
Interval is connected to the top of the top clip plate 3.11 of body structure, and the top at the top of two roller units 3.6.1 and slide unit 3.5
Face is concordant；
The side of the prefabricated pipe gallery is overlapped on slide unit 3.5, and the other side of prefabricated pipe gallery is overlapped on roller 3.6
On, it provides power by contraposition driving motor 3.7 and promotes 3.5 transverse shifting of slide unit, and roller 3.6 is driven to be rotated around the longitudinal axis, to pre-
Pipe gallery processed is laterally adjusted.
Certainly in other embodiments, the supporting plate 3.5.1 in the slide unit 3.5 can also be replaced with horizontal positioned jack
It changes or manpower rotating threaded shaft 3.5.2 is laterally adjusted, roller 3.6 can also be replaced with one group of ball.
Embodiment 2：As shown in Fig. 1-6,8, the transport assembly equipment system of this prefabricated components, to prefabricated components 1
Transport and installation；The device systems include guide rail 2 and transport assembly equipment；The transport assembly equipment includes at least two
Vehicle body 3 and the linking beam 4 for connecting adjacent vehicle body 3；Wherein, each vehicle body 3 is rolled and is connected on guide rail 2；The vehicle body 3 wraps
Body structure, running gear and alignment system are included；The body structure includes top clip plate 3.11 and bottom buckle plate 3.12, and
Top clip plate 3.11 pieces together the hollow box body that cross section is rectangle with bottom buckle plate 3.12 jointly；The running gear is mounted on vehicle body
In structure, to drive body structure to be moved along guide rail 2；The alignment system is mounted on body structure, is to be shipped to adjust
The vertical displacement of defeated prefabricated components 1 and lateral displacement；The prefabricated components 1 are placed on the top clip plate 3.11 of body structure,
And it is cooperated by body structure, running gear and alignment system and completes its transport and installment work.
In the present embodiment, the prefabricated components 1 are prefabricated pipe gallery, the rectangular in cross-section of the prefabricated pipe gallery.
Certainly in other embodiments, the prefabricated components 1 can also be pipe culvert.
In the present embodiment, the cross section of the top clip plate 3.11 is in inverted U-shaped, the U-shaped profile of bottom buckle plate 3.12；
Top clip plate 3.11 snaps onto on bottom buckle plate 3.12, constitutes the hollow box body that cross section is rectangle；
In the present embodiment, at least two, the guide rail 2, transversely parallel interval laying；And adjacent two guide rails 2 are pacified respectively
On the ground of 5 both sides of bottom of foundation ditch bed course；Wherein, the top surface of 2 upper body structure of guide rail is higher than the top surface of bed course 5, in advance
The two bottom sides of pipe gallery processed are overlapped on respectively on two neighboring body structure.
In the present embodiment, the running gear includes travel driving unit 3.1, gear 3.2, the first driving chain 3.3
With wheel 3.4；Wherein, travel driving unit 3.1 is mounted on the front top of body structure；Wheel 3.4 has one group, along longitudinal direction between
Every on the bottom buckle plate 3.12 mounted on body structure；First driving chain 3.3 is mounted on travel driving unit 3.1 and wheel
Between 3.4, between wheel 3.4 and wheel 3.4；The gear 3.2 is mounted on the side wall of body structure, is located at the first transmission chain
At the position that item 3.3 passes through.
In the present embodiment, the contraposition adjustment system includes slide unit 3.5, roller 3.6 and jack 3.8；The slide unit
3.5 have one group, on the top clip plate 3.11 of a longitudinally spaced body structure installed therein, and pass through and align driving motor
3.7 provide power to adjust the lateral displacement of prefabricated components 1；Be equipped on the top clip plate 3.11 of remaining each body structure to
Few one group of roller 3.6, to adjust the lateral displacement of prefabricated components 1；Roller 3.6 it is longitudinally spaced distribution and it is right with slide unit 3.5
It should be arranged；The jack 3.8 has at least two groups, respectively the longitudinally spaced top clip plate 3.11 for being arranged in each body structure with
Between bottom buckle plate 3.12, power is provided by hydraulic oil pump 3.9 to adjust the vertical displacement of prefabricated components 1；Wherein, contraposition driving
Motor 3.7 is mounted on the body structure equipped with 3.5 side of slide unit, between contraposition driving motor 3.7 and slide unit 3.5, slide unit
The second driving chain 3.10 is connected between 3.5 and slide unit 3.5；Hydraulic oil pump 3.9 is mounted on a case being arranged on linking beam 4
In body.
In the present embodiment, the slide unit 3.5 includes supporting plate 3.5.1 and leading screw 3.5.2；The top clip plate of the body structure
3.11 are equipped with groove at the position of corresponding slide unit 3.5；The supporting plate 3.5.1 is horizontally mounted in a groove, and supporting plate 3.5.1
Top it is concordant with groove top；The leading screw 3.5.2 is connected horizontally on the top of supporting plate 3.5.1；
The roller 3.6 includes that there are two longitudinally disposed roller units 3.6.1, two roller units 3.6.1 is transversely parallel
Interval is connected to the top of the top clip plate 3.11 of body structure, and the top at the top of two roller units 3.6.1 and slide unit 3.5
Face is concordant；
The side of the prefabricated pipe gallery is overlapped on slide unit 3.5, and the other side of prefabricated pipe gallery is overlapped on roller 3.6
On, it provides power by contraposition driving motor 3.7 and promotes 3.5 transverse shifting of slide unit, and roller 3.6 is driven to be rotated around the longitudinal axis, to pre-
Pipe gallery processed is laterally adjusted.
Certainly in other embodiments, the supporting plate 3.5.1 in the slide unit 3.5 can also be replaced with horizontal positioned jack
It changes or manpower rotating threaded shaft 3.5.2 is laterally adjusted, roller 3.6 can also be replaced with one group of ball.
In the present embodiment, the travel driving unit 3.1 can be travel driving motor.
The construction method of the transport assembly equipment system of prefabricated components in above-mentioned two embodiment, including steps are as follows.
Step 1, construction cushion coat 5；Support of Foundation Pit Excavation is carried out first, after being excavated to bottom of foundation ditch and acceptance(check), is applied
Work bed course 5.
Step 2 is laid with guide rail 2；After waiting for that bed course 5 is constructed, guide rail 2 is fixed on bed course 5 or bed course 5
Both sides.
Step 3 transports the assembly and adjustment of assembly equipment system.
Step 4, prefabricated components 1 to be installed are hung：Prefabricated components 1 to be installed are hung in transport assembly equipment
In system.
Step 5, the transport of prefabricated components 1 to be installed：Assembly equipment system is transported to walk along guide rail 2, it will be to be installed
At the transport to design position of prefabricated components 1.
Step 6, contraposition leveling：Transport assembly equipment system is adjusted, close to the assembled prefabricated components 1 completed, until waiting for
The prefabricated components 1 of installation are bonded with the assembled prefabricated components 1 completed, using alignment system, prefabricated components 1 to be installed are right
Together to just, alignment is less than in 2mm positive trueness error.
Step 7 is attached prefabricated components 1 to be installed and the assembled prefabricated components 1 completed；The connection of the two
For be bolted be either prestress anchorage cable connection or be bell and spigot connection.
Step 8, transport assembly equipment system return, and repeat the process of step 4 and step 7, until to be installed is prefabricated
Component 1 all installs.
Above-described embodiment is not the exhaustion of specific implementation mode, can also have other embodiments, above-described embodiment purpose to exist
In illustrating the present invention, the protection domain being not intended to limit the present invention, all applications from simple change of the present invention all fall within this
In the protection domain of invention.
Claims (9)
1. a kind of transport assembly equipment system of prefabricated components, includes guide rail（2）With transport assembly equipment；It is characterized in that：
The transport assembly equipment includes at least two vehicle bodies（3）And the adjacent vehicle body of connection（3）Linking beam（4）；Wherein, each
Vehicle body（3）It rolls and is connected to guide rail（2）On；The vehicle body（3）Include body structure, running gear and alignment system；Institute
It includes top clip plate to state body structure（3.11）With bottom buckle plate（3.12）, and top clip plate（3.11）With bottom buckle plate（3.12）Jointly
Piece together the hollow box body that cross section is rectangle；The running gear is mounted on body structure, to drive body structure edge
Guide rail（2）It is mobile；The alignment system is mounted on body structure, adjusting prefabricated components to be transported（1）Vertical position
Shifting and lateral displacement；The prefabricated components（1）It is placed on the top clip plate of body structure（3.11）On, and pass through body structure, row
Walking system and alignment system, which cooperate, completes its transport and installment work.
2. the transport assembly equipment system of prefabricated components according to claim 1, it is characterised in that：The prefabricated components
（1）For prefabricated pipe gallery or pipe culvert.
3. the transport assembly equipment system of prefabricated components according to claim 2, it is characterised in that：The guide rail（2）Extremely
Rare two, transversely parallel interval laying；Wherein, every guide rail（2）Pass through anchor bolt（6）Mounted on bed course（5）On.
4. the transport assembly equipment system of prefabricated components according to claim 3, it is characterised in that：The running gear packet
Travel driving unit is included（3.1）, gear（3.2）, the first driving chain（3.3）And wheel（3.4）.
5. the transport assembly equipment system of prefabricated components according to claim 4, it is characterised in that：Contraposition adjustment system
System includes slide unit（3.5）, roller（3.6）And jack（3.8）；The slide unit（3.5）There is one group, longitudinally spaced be mounted on
The top clip plate of one of body structure（3.11）On, to adjust prefabricated components（1）Lateral displacement；Remaining each vehicle body
The top clip plate of structure（3.11）On at least one set of roller is installed（3.6）, to adjust prefabricated components（1）Lateral displacement；Roller
Son（3.6）Longitudinally spaced distribution and and slide unit（3.5）It is correspondingly arranged；The jack（3.8）There are at least two groups, respectively edge
The longitudinally spaced top clip plate for being arranged in each body structure（3.11）With bottom buckle plate（3.12）Between, to adjust prefabricated components
（1）Vertical displacement.
6. the transport assembly equipment system of prefabricated components according to claim 5, it is characterised in that：The roller（3.6）
Top and slide unit（3.5）Either flush；
The prefabricated components（1）Side be overlapped on slide unit（3.5）On, prefabricated components（1）The other side be overlapped on roller（3.6）
On；Pass through slide unit（3.5）Transverse shifting drives roller（3.6）It is rotated around the longitudinal axis, to prefabricated components（1）It is laterally adjusted.
7. the construction method of the transport assembly equipment system of the prefabricated components described in a kind of any one of claim 1-6,
It is characterized in that, including steps are as follows：
Step 1, construction cushion coat（5）；
Step 2 is laid with guide rail（2）；
Step 3 transports the assembly and adjustment of assembly equipment system；
Step 4, prefabricated components to be installed（1）Hang：By prefabricated components to be installed（1）It hangs in transport assembly equipment
In system；
Step 5, prefabricated components to be installed（1）Transport：Assembly equipment system is transported along guide rail（2）Walking, will be to be installed
Prefabricated components（1）At transport to design position；
Step 6, contraposition leveling：Transport assembly equipment system is adjusted, close to the assembled prefabricated components completed（1）, until waiting pacifying
The prefabricated components of dress（1）With the assembled prefabricated components completed（1）Fitting, using alignment system, by prefabricated components to be installed
（1）Alignment is to just；
Step 7, to prefabricated components to be installed（1）With the assembled prefabricated components completed（1）It is attached；
Step 8, transport assembly equipment system return, and repeat the process of step 4 and step 7, until prefabricated components to be installed
（1）All install.
8. the construction method of the transport assembly equipment system of prefabricated components according to claim 7, it is characterised in that：Step
Prefabricated components to be installed in six（1）Alignment to positive trueness error be less than in 2mm.
9. the construction method of the transport assembly equipment system of prefabricated components according to claim 7, it is characterised in that：It waits pacifying
The prefabricated components of dress（1）With the assembled prefabricated components completed（1）Between for be bolted or be prestress anchorage cable connection or
Person connects for bell and spigot.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810384771.3A CN108343087B (en) | 2018-04-26 | 2018-04-26 | Prefabricated part transportation and assembly equipment system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810384771.3A CN108343087B (en) | 2018-04-26 | 2018-04-26 | Prefabricated part transportation and assembly equipment system and construction method thereof |
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| CN108343087B CN108343087B (en) | 2024-04-12 |
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| CN110029587A (en) * | 2019-05-24 | 2019-07-19 | 上海市机械施工集团有限公司 | A kind of fortune frame construction method of integration of transporting and building machine and prefabricated components |
| CN110486060A (en) * | 2019-09-20 | 2019-11-22 | 北京建工土木工程有限公司 | The assembling and construction method of two lining structure assembly equipment of subway tunnel and two lining structures |
| CN111307129A (en) * | 2020-04-01 | 2020-06-19 | 北京建工土木工程有限公司 | Device and method for measuring installation state of pipe culvert prefabricated part |
| CN113047635A (en) * | 2021-03-11 | 2021-06-29 | 湖南明湘科技发展有限公司 | Translation method of prefabricated part |
| CN113620014A (en) * | 2021-07-20 | 2021-11-09 | 北京市建筑工程研究院有限责任公司 | Transportation assembly system of split type prefabricated part |
| CN113802598A (en) * | 2021-09-18 | 2021-12-17 | 国网安徽省电力有限公司经济技术研究院 | Concrete prefabricated part for building modular transformer substation and construction method thereof |
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| CN113047635A (en) * | 2021-03-11 | 2021-06-29 | 湖南明湘科技发展有限公司 | Translation method of prefabricated part |
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| CN113802598A (en) * | 2021-09-18 | 2021-12-17 | 国网安徽省电力有限公司经济技术研究院 | Concrete prefabricated part for building modular transformer substation and construction method thereof |
| CN113802598B (en) * | 2021-09-18 | 2022-08-09 | 国网安徽省电力有限公司经济技术研究院 | Concrete prefabricated part for building modular transformer substation and construction method thereof |
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