CN106827193A - Multiple box culvert makes mould and the method for producing box culvert using three hole box culvert moulds - Google Patents
Multiple box culvert makes mould and the method for producing box culvert using three hole box culvert moulds Download PDFInfo
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- CN106827193A CN106827193A CN201710253801.2A CN201710253801A CN106827193A CN 106827193 A CN106827193 A CN 106827193A CN 201710253801 A CN201710253801 A CN 201710253801A CN 106827193 A CN106827193 A CN 106827193A
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- box culvert
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- door pillar
- support door
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- 238000004519 manufacturing process Methods 0.000 title abstract description 8
- 238000010276 construction Methods 0.000 claims abstract description 29
- 210000004087 cornea Anatomy 0.000 claims description 49
- 230000007246 mechanism Effects 0.000 claims description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 15
- 238000007689 inspection Methods 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 7
- 238000001723 curing Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 230000032258 transport Effects 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000013461 design Methods 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000010410 layer Substances 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 abstract description 3
- 238000004064 recycling Methods 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- 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
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- 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
-
- 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
- B28B13/04—Discharging the shaped articles
- B28B13/06—Removing the shaped articles from moulds
-
- 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
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
-
- 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
- B28B17/0072—Product control or inspection
-
- 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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/12—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed to form prestressed circumferential reinforcements
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- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Multiple box culvert makes mould, belongs to box and duct works technical field, and the present invention makes difficult to solve existing box culvert and multiple box culvert, long construction period, cost of manufacture problem high.First internal model plate supporting device, the second internal model plate supporting device and the 3rd internal model plate supporting device are successively set on box culvert base plate from left to right, two row sub-trusses are installed on the box culvert base plate of the first internal model plate supporting device and the 3rd internal model plate supporting device both sides, sub-truss is oppositely arranged and parallel, and every group of two upper ends of sub-truss being oppositely arranged are connected by connecting rod；Exterior sheathing is mounted on the inside of two row sub-trusses, the two ends of exterior sheathing are provided with end-blocking template.Multiple box culvert of the invention makes mould energy in-situ precast assembling, and recycling realizes that inner mold is supported automatically, after box culvert completes, inner mold automatic demoulding, and running to next station carries out box culvert making.
Description
Technical field
The present invention relates to a kind of box culvert mould and the preparation method of box culvert, and in particular to a kind of multiple box culvert make mould and
The method that mould produces box culvert is made using multiple box culvert, belongs to box and duct works technical field.
Background technology
Pipe gallery, is exactly underground urban duct synthesis corridor, is made up of concrete box culvert.One is built in Urban Underground
Individual tunnel space, by electric power, communication, the various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, and are provided with special maintenance
Mouth, hoisting port and monitoring system, implement unified planning, Uniting, unified construction and manage, and are the important of guarantee city operations
Infrastructure and " lifeline ".The making pattern of the main body box culvert of current pipe gallery is mainly cast in situs formula, and scene is poured
Formula concrete box culvert is built in manufacturing process, it is necessary to first gone out with a large amount of wooden or steel template splicings the outside of required box culvert with
Interior shape, is commonly called as exterior sheathing and inner template, then fixes exterior sheathing and inner template by various supports and fixing device, makes
Inner template and exterior sheathing form a firm structure, finally carry out concreting, cause cast in situs formula concrete box culvert
Construction period is long, and the assembling of inner template and exterior sheathing is fixed difficult cumbersome, complete to be also needed to after box culvert makes to remove inner and outer template,
Support and fixing device, and template after is easily damaged in demolishing process, it is impossible to it is continuing with, causes very big
Waste, and also need to move to next box culvert making place after template and support and fixing device dismounting；Therefore need big
The workmen of amount participates in construction, and construction cost is high, and efficiency is low, and construction safety has hidden danger, and quality is not readily available guarantee, especially
It is that, when holes or multiple box culvert is made, the exposure of above drawback is obvious.Accordingly, it would be desirable to it is a kind of convenient and swift, tear easy to assembly open,
The method that inner template automatic demoulding and moveable multiple box culvert are made mould and box culvert is produced using multiple box culvert mould.
The content of the invention
The method for making mould it is an object of the invention to provide multiple box culvert and box culvert being produced using multiple box culvert mould, with
Solve existing box culvert and multiple box culvert makes difficult, long construction period, cost of manufacture problem high.
The multiple box culvert makes mould including in the first internal model plate supporting device, the second internal model plate supporting device, the 3rd
Mould plate supporting device, sub-truss, exterior sheathing and end-blocking template；
The first internal model plate supporting device, the second internal model plate supporting device and the 3rd internal model plate supporting device are from left to right
It is successively set on box culvert base plate, pacifies on the box culvert base plate of the first internal model plate supporting device and the 3rd internal model plate supporting device both sides
Equipped with two row sub-trusses, sub-truss is oppositely arranged and parallel, and the upper end of every group of two sub-trusses being oppositely arranged passes through
Connecting rod is connected；Exterior sheathing is mounted on the inside of two row sub-trusses, the two ends of exterior sheathing are provided with end-blocking template.
Preferably：First internal model plate supporting device includes first base, the first support door pillar, the first track girder, the first top
Template back beam, the first supporting mechanism, first hydraulic cylinder, the first side template back beam, the first top template, the first side template, on first
Cornea, first time cornea and second hydraulic cylinder,
Second internal model plate supporting device includes second base, the second support door pillar, the second track girder, the second backform backboard
Beam, the second supporting mechanism, the 3rd hydraulic cylinder, the second side template back beam, the second top template, the second side template, cornea, on second
Two times corneas and the 4th hydraulic cylinder,
3rd internal model plate supporting device includes the 3rd base, the 3rd support door pillar, the 3rd track girder, the 3rd backform backboard
Beam, the 3rd supporting mechanism, the 5th hydraulic cylinder, the 3rd side template back beam, the 3rd top template, the 3rd side template, cornea, on the 3rd
Three times corneas and the 6th hydraulic cylinder；
Described two first track girders be arranged in parallel, and the bottom of each the first track girder is provided with multiple rail wheels, rail wheel
On rail；Two the first track girders are connected by multiple first bases, and first is provided with two neighboring first base
Support door pillar, the first support door pillar is oppositely arranged and parallel, and every group of two first support door pillars being oppositely arranged are provided with two
First top template back beam, the first top template is provided with two the first top template back beams；The outside of each the first support door pillar is equal
Two the first side template back beams are provided with, the first side template is installed on the outside of two the first side template back beams；Each first side form
The upper end of backboard beam is connected by the first supporting mechanism with the outer upper end of the first support door pillar, and lower end passes through the first liquid
Cylinder pressure is connected with the outside lower end of the first support door pillar；The two ends of the first top template are respectively by cornea and two on two first
Individual first side template is connected, and the lower end of each the first side template is mounted on first time cornea, the bottom of each first time cornea
End is connected by second hydraulic cylinder with the first side template back beam lower end；
Described two second track girders be arranged in parallel, and the bottom of each the second track girder is provided with multiple rail wheels, rail wheel
On rail；Two the second track girders are connected by multiple second bases, and second is provided with two neighboring second base
Support door pillar, the second support door pillar is oppositely arranged and parallel, and every group of two second support door pillars being oppositely arranged are provided with two
Second top template back beam, the second top template is provided with two the second top template back beams；The outside of each the second support door pillar is equal
Two the second side template back beams are provided with, the second side template is installed on the outside of two the second side template back beams；Each second side form
The upper end of backboard beam is connected by the second supporting mechanism with the outer upper end of the second support door pillar, and lower end passes through the 3rd liquid
Cylinder pressure is connected with the outside lower end of the second support door pillar；The two ends of the second top template are respectively by cornea and two on two second
Individual second side template is connected, and the lower end of each the second side template is mounted on second time cornea, the bottom of each second time cornea
End is connected by the 4th hydraulic cylinder with the second side template back beam lower end；
Described two 3rd track girders be arranged in parallel, and the bottom of each the 3rd track girder is provided with multiple rail wheels, rail wheel
On rail；Two the 3rd track girders are connected by multiple 3rd bases, and the 3rd is provided with two neighboring 3rd base
Support door pillar, the 3rd support door pillar is respectively positioned on same axis, and each the 3rd support door pillar is provided with two the 3rd backform backboards
Beam, the 3rd top template is provided with two the 3rd top template back beams；The upper end both sides of each the 3rd support door pillar pass through two respectively
Individual 3rd supporting mechanism is connected with the upper end of two the 3rd side template back beams, the lower end both sides difference of each the 3rd support door pillar
It is connected with the lower end of two the 3rd side template back beams by two the 5th hydraulic cylinders, two outside peaces of the 3rd side template back beam
Equipped with the 3rd side template；The two ends of the 3rd top template are connected by cornea on two the 3rd with two the 3rd side templates respectively,
The lower end of each the 3rd side template is mounted on the three times corneas, each the three times bottom of cornea by the 6th hydraulic cylinder with
3rd side template back beam lower end is connected.
Preferably：Two the first poles and two the second poles, first are equipped with the inside of each second support door pillar
The two ends of bar are connected with the second support door pillar and the second top template back beam respectively；The two ends of the second pole support with second respectively
Door pillar is connected with second base.
Preferably：First supporting mechanism is made up of two screw thread poles, sleeve pipe and two screw thread pole sockets, two screw thread poles
The two ends of sleeve pipe are separately mounted to, the free end of each screw thread pole is connected with screw thread pole socket.
Preferably：Second supporting mechanism and the 3rd supporting mechanism are identical with the composition structure of the first supporting mechanism.
The method that mould produces multiple box culvert is made using multiple box culvert, it is characterised in that comprise the following steps,
Step one, box culvert foot mat concrete construction：The position of box culvert foot mat is determined using theodolite, and assembles box culvert
Template required for foot mat, then carries out concreting, while ensureing box culvert foot mat using spirit level, laser leveling machine
The flatness and slope requirement of concrete；
Step 2, the construction of box culvert underplate concrete：The position of box culvert base plate is determined using theodolite, and assembles box culvert base plate
Required template, then carries out concreting, while ensureing box culvert underplate concrete using spirit level, laser leveling machine
Flatness and slope requirement；
Step 3, mould preassembling：It is pre-splicing that construction speed according to box culvert underplate concrete carries out mould simultaneously in factory
Dress, the internal model of box culvert, external mold, end mould are completed by the way of preassembling, and size can be adjusted according to actual requirement of engineering,
During assembly, all of connection member all uses high strength exploitation to mould, and stitching portion ensures mould by alignment pin
Tool precision；
Step 4, box culvert steel reinforcement cage is prefabricated：Using reinforced mesh welding machine in factory prefabricated mesh sheet, mesh sheet transport to construction
Onsite application mesh sheet bender according to the bending of steel reinforcement cage design size, be assembled into suitable steel reinforcement cage；
Step 5, mould, the construction of precast reinforced cage position line：After the completion of concrete bottom cushion construction, using high-accuracy water
The instruments such as quasi- instrument, theodolite, according to the position unwrapping wire of mould requirement；
Step 6, precast reinforced cage is in place：Live bending, the reinforcing bar cage hoisting being completed is in place, and in steel reinforcement cage
It is lower that the thickness that concrete pad ensures protective layer is installed；
Step 7, internal model track installation：Installation level, the adjustable track support means of height, then attachment rail,
Last track leveling, track support means use PVC sleeve pipes, reusable；
Step 8, internal model is installed：The pre-splicing mould for installing is assembled on track, the internal model for having assembled is received in the demoulding
Contracting state, then internal model steel reinforcement cage is sailed into by hoist engine or hauling machine, using hydraulic jack by internal model jack-up, and be adjusted to
State is poured, is split again after the completion of whole project after once assembling, whole internal model can be realized using driving or haulage gear
It is quick mobile；
Step 9, external mold, end module dress：The pre-splicing external mold for installing is installed on truss, with the pre-splicing end mould for installing,
Inside and outside mould is assembled integrally, formation can pour mould state, and overall precision is carried out to mould and detected and calibrate, and specified
Position is installed by concrete strength inspection instrument；
Step 10, concreting：Concreting is carried out after mould calibration, internal vibration rod is utilized after the completion of pouring
Coordinate wall-mounted vibrator to vibrate concrete, Curing Method is then determined for steam curing according to engineering project progress or
Natural Health preservation；
Step 11, concrete strength inspection and form removal：Reality is carried out to concrete strength by concrete strength inspection instrument
When detect, the intensity of overall box culvert carries out form removal after reaching requirement, and internal model overall shrinkage sails to next into demoulding states in parallel
Station, external mold transports directly to next station with end mould according to modularization, is capable of achieving the quick assembling of mould, entirely constructs
Journey, mould only need to it is pre-assembled once, until construction terminate, mould split into can transportation module, be put into warehouse after being maintained.
The present invention has the following effects that compared with existing product：The box culvert die assembly for realizing semi-automation and dismounting, subtract
Lack substantial amounts of artificial, shortened the fabrication cycle of box culvert, integrated engineering efficiency of construction has been significantly improved, and mould is integrally customized, and is protected
Demonstrate,proved the making precision and quality of box culvert, mould assembling once can Reusability, it is single after dismounting until box culvert production process completes
Solely storage, the next engineering of preparation is continued with, die width, height, length, wall thickness dimension can modularization regulation, meet various
Automation is realized in the application of engineering project, reinforced mesh welding, Bending Processing, the fabrication of reinforcing cage amount of a set of equipment equivalent to
200 outputs of experienced operator, high efficiency, high-quality, low cost, box culvert main body one-time-concreting shaping is secondary without carrying out
Pour, product quality can more be guaranteed, interior external mold is once assembled, can at the construction field (site) realize quick mobile, assembling, Lifting Modules
The turnaround speed of tool, accelerates the completion speed of engineering, and concrete strength inspection uses flush type detection means, can rapidly obtain mixed
Solidifying soil strength information, reaches the intensity demoulding immediately, reduces because the time that detection is caused not in time wastes.
Brief description of the drawings
Fig. 1 is the structural representation that multiple box culvert of the present invention makes mould；
Fig. 2 is the A-A sectional views of Fig. 1；
Fig. 3 is the B-B sectional views of Fig. 2；
Fig. 4 is the first supporting mechanism structural representation.
In figure：The first internal models of 1- plate supporting device, the second internal models of 2- plate supporting device, the internal model plate supporting devices of 3- the 3rd,
4- sub-trusses, 5- exterior sheathings, 6- end-blockings template, 7- first bases, the supports of 8- first door pillar, the track girders of 9- first, 10- first
Top template back beam, the supporting mechanisms of 11- first, 12- first hydraulic cylinders, the first side templates of 13- back beam, the 14, first top template, 15-
Cornea, 18- second hydraulic cylinders, 19- second bases, the supports of 20- second door pillar, the rails of 21- second on first side template, 16- first
Road beam, the second top templates of 22- back beam, the supporting mechanisms of 23- second, the hydraulic cylinders of 24- the 3rd, the second side templates of 25- back beam, 26-
Cornea on two top templates, the side templates of 27- second, 28- second, second time cornea of 29-, the hydraulic cylinders of 30- the 4th, the bases of 31- the 3rd,
The supports of 32- the 3rd door pillar, the track girders of 33- the 3rd, the top template back beams of 34- the 3rd, the supporting mechanisms of 35- the 3rd, the hydraulic pressure of 36- the 5th
Cornea on cylinder, the side template back beams of 37- the 3rd, the top templates of 38- the 3rd, the side templates of 39- the 3rd, 40- the 3rd, the three times corneas of 41-,
The hydraulic cylinders of 42- the 6th, 43- connecting rods, 44- box culverts base plate, the poles of 45- first, the poles of 46- second, 47- screw threads pole, 48- sets
Pipe, 49- screw threads pole socket, 50- box culvert foot mats.
Specific embodiment
The preferred embodiment of the present invention is elaborated below according to accompanying drawing.
As shown in Figures 1 to 4, multiple box culvert of the present invention makes mould includes the first internal model plate supporting device 1, the
Two internal model plate supporting devices 2, the 3rd internal model plate supporting device 3, sub-truss 4, exterior sheathing 5 and end-blocking template 6；
The first internal model plate supporting device 1, the second internal model plate supporting device 2 and the 3rd internal model plate supporting device 3 are from a left side
It is successively set on box culvert base plate 44 to the right side, box culvert base plate 44 has box culvert foot mat 50, the He of the first internal model plate supporting device 1
Two row sub-trusses 4 are installed on the box culvert base plate 44 of the both sides of the 3rd internal model plate supporting device 3, sub-truss 4 be oppositely arranged and
Parallel, every group of two upper ends of sub-truss 4 being oppositely arranged are connected by connecting rod 43；Pacify the inner side of two row sub-trusses 4
Equipped with exterior sheathing 5, the two ends of exterior sheathing 5 are provided with end-blocking template 6.First internal model plate supporting device 1, the second inner template support dress
Put 2 and the 3rd internal model plate supporting device 3 assembling finish after can be moved on rail by hoist engine or hauling machine.
Preferably：First internal model plate supporting device 1 includes the support of first base 7, first door pillar 8, the first track girder 9, the
One top template back beam 10, the first supporting mechanism 11, first hydraulic cylinder 12, the first side template back beam 13, the first top template 14, first
Cornea 16, first time cornea 17 and second hydraulic cylinder 18 on side template 15, first；
Second internal model plate supporting device 2 includes the support of second base 19, second door pillar 20, the second track girder 21, the second top
Template back beam 22, the second supporting mechanism 23, the 3rd hydraulic cylinder 24, the second side template back beam 25, the second top template 26, the second side form
Cornea 28, second time hydraulic cylinder 30 of cornea 29 and the 4th on plate 27, second；
3rd internal model plate supporting device 3 includes the support of the 3rd base the 31, the 3rd door pillar 32, the 3rd track girder 33, the 3rd top
Template back beam 34, the 3rd supporting mechanism 35, the 5th hydraulic cylinder 36, the 3rd side template back beam 37, the 3rd top template 38, the 3rd side form
Cornea 40, the three times hydraulic cylinders 42 of cornea 41 and the 6th on plate the 39, the 3rd；
Described two first track girders 9 be arranged in parallel, and the bottom of each the first track girder 9 is provided with multiple rail wheels, track
Wheel is located on rail；Two the first track girders 9 are connected by multiple first bases 7, are provided with two neighboring first base 7
First support door pillar 8, the first support door pillar 8 is oppositely arranged and parallel, is set on every group of two first support door pillars 8 being oppositely arranged
There are two the first top template back beams 10, first top template 14 is installed in two the first top template back beams 10；Each first support
The outside of door pillar 8 is equipped with two the first side template back beams 13, and the outside of two the first side template back beams 13 is provided with the first side
Template 15；On outside of the upper end of each the first side template back beam 13 by the first supporting mechanism 11 and the first support door pillar 8
End is connected, and lower end is connected by first hydraulic cylinder 12 with the outside lower end of the first support door pillar 8；First top template 14
Two ends are connected by cornea 16 on two first with two the first side templates 15 respectively, and the lower end of each the first side template 15 is equal
First time cornea 17 is installed, the bottom of each first time cornea 17 passes through the side template back beam 13 of second hydraulic cylinder 18 and first
Lower end is connected；
Described two second track girders 21 be arranged in parallel, and the bottom of each the second track girder 21 is provided with multiple rail wheels, rail
Road wheel is located on rail；Two the second track girders 21 are connected by multiple second bases 19, in two neighboring second base 19
Second support door pillar 20 is installed, the second support door pillar 20 is oppositely arranged and parallel, every group of two second supports being oppositely arranged
Door pillar 20 is provided with two the second top template back beams 22, and the second top template 26 is provided with two the second top template back beams 22；Often
The outside of individual second support door pillar 20 is equipped with two the second side template back beams 25, two outside peaces of the second side template back beam 25
Equipped with the second side template 27；The upper end of each the second side template back beam 25 is by the second supporting mechanism 23 and the second support door pillar
20 outer upper end is connected, and lower end is connected by the 3rd hydraulic cylinder 24 with the outside lower end of the second support door pillar 20；The
The two ends of two top templates 26 are connected by cornea 28 on two second with two the second side templates 27 respectively, each second side form
The lower end of plate 27 is mounted on second time cornea 29, and the bottom of each second time cornea 29 passes through the 4th hydraulic cylinder 30 and second
The lower end of side template back beam 25 is connected；
Described two 3rd track girders 33 be arranged in parallel, and the bottom of each the 3rd track girder 33 is provided with multiple rail wheels, rail
Road wheel is located on rail；Two the 3rd track girders 33 are connected by multiple 3rd bases 31, on two neighboring 3rd base 31
3rd support door pillar 32 is installed, the 3rd support door pillar 32 is respectively positioned on same axis, each the 3rd support door pillar 32 is provided with
Two the 3rd top template back beams 34, the 3rd top template 38 is provided with two the 3rd top template back beams 34；Each the 3rd support door
The upper end both sides of post 32 are connected by two the 3rd supporting mechanisms 35 with the upper end of two the 3rd side template back beams 37 respectively, often
The lower end both sides of individual 3rd support door pillar 32 are respectively by under two the 5th hydraulic cylinders 36 and two the 3rd side template back beams 37
End is connected, and the outside of two the 3rd side template back beams 37 is provided with the 3rd side template 39；The two ends difference of the 3rd top template 38
It is connected with two the 3rd side templates 39 by cornea 40 on two the 3rd, the lower end of each the 3rd side template 39 is mounted on
Three times corneas 41, each the three times bottom of cornea 41 are connected by the 6th hydraulic cylinder 42 with the lower end of the 3rd side template back beam 37
Connect.
Preferably：The inner side of each the second support door pillar 20 is equipped with two the first poles 45 and two the second poles 46,
The two ends of the first pole 45 are connected with the second support top template back beam 22 of door pillar 20 and second respectively；The two ends of the second pole 46
It is connected with the second support door pillar 20 and second base 19 respectively.
Preferably：First supporting mechanism 11 is made up of two screw thread poles 47, sleeve pipe 48 and two screw thread pole sockets 49, two
Screw thread pole 47 is separately mounted to the two ends of sleeve pipe 48, and the free end of each screw thread pole 47 is connected with screw thread pole socket 49.
Preferably：Second supporting mechanism 23 and the 3rd supporting mechanism 35 are identical with the composition structure of the first supporting mechanism 11；
First supporting mechanism 11, the second supporting mechanism 23 and the 3rd supporting mechanism 35 can be replaced hydraulic cylinder support.
The method that mould produces multiple box culvert is made using multiple box culvert, it is characterised in that comprise the following steps,
Step one, box culvert foot mat concrete construction：The position of box culvert foot mat is determined using theodolite, and assembles box culvert
Template required for foot mat, then carries out concreting, while ensureing box culvert foot mat using spirit level, laser leveling machine
The flatness and slope requirement of concrete；
Step 2, the construction of box culvert underplate concrete：The position of box culvert base plate is determined using theodolite, and assembles box culvert base plate
Required template, then carries out concreting, while ensureing box culvert underplate concrete using spirit level, laser leveling machine
Flatness and slope requirement；
Step 3, mould preassembling：It is pre-splicing that construction speed according to box culvert underplate concrete carries out mould simultaneously in factory
Dress, the internal model of box culvert, external mold, end mould are completed by the way of preassembling, and size can be adjusted according to actual requirement of engineering,
During assembly, all of connection member all uses high strength exploitation to mould, and stitching portion ensures mould by alignment pin
Tool precision；
Step 4, box culvert steel reinforcement cage is prefabricated：Using reinforced mesh welding machine in factory prefabricated mesh sheet, mesh sheet transport to construction
Onsite application mesh sheet bender according to the bending of steel reinforcement cage design size, be assembled into suitable steel reinforcement cage；
Step 5, mould, the construction of precast reinforced cage position line：After the completion of concrete bottom cushion construction, using high-accuracy water
The instruments such as quasi- instrument, theodolite, according to the position unwrapping wire of mould requirement；
Step 6, precast reinforced cage is in place：Live bending, the reinforcing bar cage hoisting being completed is in place, and in steel reinforcement cage
It is lower that the thickness that concrete pad ensures protective layer is installed；
Step 7, internal model track installation：Installation level, the adjustable track support means of height, then attachment rail,
Last track leveling, track support means use PVC sleeve pipes, reusable；
Step 8, internal model is installed：The pre-splicing mould for installing is assembled on track, the internal model for having assembled is received in the demoulding
Contracting state, then internal model steel reinforcement cage is sailed into by hoist engine or hauling machine, using hydraulic jack by internal model jack-up, and be adjusted to
State is poured, is split again after the completion of whole project after once assembling, whole internal model can be realized using driving or haulage gear
It is quick mobile；
Step 9, external mold, end module dress：The pre-splicing external mold for installing is installed on truss, with the pre-splicing end mould for installing,
Inside and outside mould is assembled integrally, formation can pour mould state, and overall precision is carried out to mould and detected and calibrate, and specified
Position is installed by concrete strength inspection instrument；
Step 10, concreting：Concreting is carried out after mould calibration, internal vibration rod is utilized after the completion of pouring
Coordinate wall-mounted vibrator to vibrate concrete, Curing Method is then determined for steam curing according to engineering project progress or
Natural Health preservation；
Step 11, concrete strength inspection and form removal：Reality is carried out to concrete strength by concrete strength inspection instrument
When detect, the intensity of overall box culvert carries out form removal after reaching requirement, and internal model overall shrinkage sails to next into demoulding states in parallel
Station, external mold transports directly to next station with end mould according to modularization, is capable of achieving the quick assembling of mould, entirely constructs
Journey, mould only need to it is pre-assembled once, until construction terminate, mould split into can transportation module, be put into warehouse after being maintained.
Present embodiment is the exemplary illustration to this patent, does not limit its protection domain, people in the art
Member can also be changed to its part, as long as no the Spirit Essence beyond this patent, all in the protection domain of this patent.
Claims (6)
1. multiple box culvert makes mould, it is characterised in that：Including the first internal model plate supporting device (1), the second inner template support dress
Put (2), the 3rd internal model plate supporting device (3), sub-truss (4), exterior sheathing (5) and end-blocking template (6)；
The first internal model plate supporting device (1), the second internal model plate supporting device (2) and the 3rd internal model plate supporting device (3) from
Left-to-right is successively set on box culvert base plate (44), the first internal model plate supporting device (1) and the 3rd internal model plate supporting device (3) two
Two row sub-trusses (4) are installed, sub-truss (4) is oppositely arranged and parallel on the box culvert base plate (44) of side, every group sets relatively
Two upper ends of sub-truss (4) put are connected by connecting rod (43)；Exterior sheathing is mounted on the inside of two row sub-trusses (4)
(5), the two ends of exterior sheathing (5) are provided with end-blocking template (6).
2. multiple box culvert according to claim 1 makes mould, it is characterised in that：First internal model plate supporting device (1) is wrapped
Include first base (7), the first support door pillar (8), the first track girder (9), the first top template back beam (10), the first supporting mechanism
(11), first hydraulic cylinder (12), the first side template back beam (13), the first top template (14), the first side template (15), angle on first
Film (16), first time cornea (17) and second hydraulic cylinder (18),
Second internal model plate supporting device (2) includes second base (19), the second support door pillar (20), the second track girder (21), the
Two top template back beams (22), the second supporting mechanism (23), the 3rd hydraulic cylinder (24), the second side template back beam (25), the second backform
Plate (26), the second side template (27), cornea (28), second time cornea (29) and the 4th hydraulic cylinder (30) on second,
3rd internal model plate supporting device (3) includes the 3rd base (31), the 3rd support door pillar (32), the 3rd track girder (33), the
Three top template back beams (34), the 3rd supporting mechanism (35), the 5th hydraulic cylinder (36), the 3rd side template back beam (37), the 3rd backform
Plate (38), the 3rd side template (39), cornea (40), the three times corneas (41) and the 6th hydraulic cylinder (42) on the 3rd；
Described two first track girders (9) be arranged in parallel, and the bottom of each the first track girder (9) is provided with multiple rail wheels, track
Wheel is located on rail；Two the first track girders (9) are connected by multiple first bases (7), on two neighboring first base (7)
First support door pillar (8) is installed, the first support door pillar (8) is oppositely arranged and parallel, every group of two first for being oppositely arranged
Support door pillar (8) is provided with two the first top template back beams (10), and the first backform is provided with two the first top template back beams (10)
Plate (14)；Two the first side template back beams (13), two the first side form backboards are equipped with the outside of each first support door pillar (8)
First side template (15) is installed on the outside of beam (13)；The upper end of each the first side template back beam (13) is by the first support machine
Structure (11) is connected with the outer upper end of the first support door pillar (8), and lower end is by first hydraulic cylinder (12) and the first support door
The outside lower end of post (8) is connected；The two ends of the first top template (14) respectively by cornea (16) on two first with two the
One side template (15) is connected, and the lower end of each the first side template (15) is mounted on first time cornea (17), and each is under first
The bottom of cornea (17) is connected by second hydraulic cylinder (18) with first side template back beam (13) lower end；
Described two second track girders (21) be arranged in parallel, and the bottom of each the second track girder (21) is provided with multiple rail wheels, rail
Road wheel is located on rail；Two the second track girders (21) are connected by multiple second bases (19), two neighboring second base
(19) the second support door pillar (20) is installed, the second support door pillar (20) is oppositely arranged and parallel, every group of two for being oppositely arranged on
Individual second support door pillar (20) is provided with two the second top template back beams (22), is provided with two the second top template back beams (22)
Second top template (26)；It is equipped with two the second side template back beams (25) on the outside of each second support door pillar (20), two the
The second side template (27) is installed on the outside of two side template back beams (25)；The upper end of each the second side template back beam (25) passes through
Second supporting mechanism (23) with second support door pillar (20) outer upper end be connected, lower end by the 3rd hydraulic cylinder (24) with
The outside lower end of the second support door pillar (20) is connected；The two ends of the second top template (26) are respectively by cornea on two second
(28) it is connected with two the second side templates (27), the lower end of each the second side template (27) is mounted on second time cornea
(29), the bottom of each second time cornea (29) is connected by the 4th hydraulic cylinder (30) with second side template back beam (25) lower end
Connect；
Described two 3rd track girders (33) be arranged in parallel, and the bottom of each the 3rd track girder (33) is provided with multiple rail wheels, rail
Road wheel is located on rail；Two the 3rd track girders (33) are connected by multiple 3rd bases (31), two neighboring 3rd base
(31) the 3rd support door pillar (32) is installed, the 3rd support door pillar (32) is respectively positioned on same axis on, each the 3rd support door
Post (32) is provided with two the 3rd top template back beams (34), and the 3rd top template is provided with two the 3rd top template back beams (34)
(38)；The upper end both sides of each the 3rd support door pillar (32) are respectively by two the 3rd supporting mechanisms (35) and two the 3rd side forms
The upper end of backboard beam (37) is connected, and the lower end both sides of each the 3rd support door pillar (32) pass through two the 5th hydraulic cylinders respectively
(36) lower end with two the 3rd side template back beams (37) is connected, and is provided with the outside of two the 3rd side template back beams (37)
Three side templates (39)；The two ends of the 3rd top template (38) are respectively by cornea (40) on two the 3rd and two the 3rd side templates
(39) it is connected, the lower end of each the 3rd side template (39) is mounted on the three times corneas (41), each the three times cornea (41)
Bottom be connected with the 3rd side template back beam (37) lower end by the 6th hydraulic cylinder (42).
3. multiple box culvert according to claim 2 makes mould, it is characterised in that：Each second support door pillar (20) it is interior
Side is equipped with two the first poles (45) and two the second poles (46), and the two ends of the first pole (45) support door with second respectively
Post (20) is connected with the second top template back beam (22)；The two ends of the second pole (46) respectively with the second support door pillar (20) and the
Two bases (19) are connected.
4. multiple box culvert according to claim 2 makes mould, it is characterised in that：First supporting mechanism (11) is by two spiral shells
Line pole (47), sleeve pipe (48) and two screw thread pole socket (49) compositions, two screw thread poles (47) are separately mounted to sleeve pipe (48)
Two ends, the free end of each screw thread pole (47) is connected with screw thread pole socket (49).
5. multiple box culvert according to claim 4 makes mould, it is characterised in that：Second supporting mechanism (23) and the 3rd
Support mechanism (35) is identical with the composition structure of the first supporting mechanism (11).
6. the method that mould produces multiple box culvert is made using multiple box culvert, it is characterised in that comprise the following steps,
Step one, box culvert foot mat concrete construction：The position of box culvert foot mat is determined using theodolite, and assembles box culvert heelpiece
Template required for layer, then carries out concreting, while ensureing box culvert foot mat coagulation using spirit level, laser leveling machine
The flatness and slope requirement of soil；
Step 2, the construction of box culvert underplate concrete：The position of box culvert base plate is determined using theodolite, and needed for assembling box culvert base plate
The template wanted, then carries out concreting, while ensureing the smooth of box culvert underplate concrete using spirit level, laser leveling machine
Degree and slope requirement；
Step 3, mould preassembling：Construction speed according to box culvert underplate concrete carries out mould preassembling, case simultaneously in factory
The internal model of culvert, external mold, end mould are completed by the way of preassembling, and size can be adjusted according to actual requirement of engineering, mould
During assembly, all of connection member all uses high strength exploitation, and stitching portion ensures mould essence by alignment pin
Degree；
Step 4, box culvert steel reinforcement cage is prefabricated：Using reinforced mesh welding machine in factory prefabricated mesh sheet, mesh sheet transport is to job site
Using mesh sheet bender according to the bending of steel reinforcement cage design size, be assembled into suitable steel reinforcement cage；
Step 5, mould, the construction of precast reinforced cage position line：After the completion of concrete bottom cushion construction, using high-precision level,
The instruments such as theodolite, according to the position unwrapping wire of mould requirement；
Step 6, precast reinforced cage is in place：Live bending, the reinforcing bar cage hoisting being completed is in place, and pacify under steel reinforcement cage
Dress concrete pad ensures the thickness of protective layer；
Step 7, internal model track installation：Installation level, the adjustable track support means of height, then attachment rail, finally
Track leveling, track support means use PVC sleeve pipes, reusable；
Step 8, internal model is installed：The pre-splicing mould for installing is assembled on track, it is contraction-like that the internal model for having assembled is in the demoulding
State, then internal model steel reinforcement cage is sailed into by hoist engine or hauling machine, using hydraulic jack by internal model jack-up, and be adjusted to pour
State, is split again after once assembling after the completion of whole project, and whole internal model can be realized quickly using driving or haulage gear
It is mobile；
Step 9, external mold, end module dress：The pre-splicing external mold for installing is installed on truss, with the pre-splicing end mould for installing, by
External mold is assembled integrally, and formation can pour mould state, and carries out overall precision to mould and detect and calibrate, and in specified location
Concrete strength inspection instrument is installed；
Step 10, concreting：Concreting is carried out after mould calibration, is coordinated using internal vibration rod after the completion of pouring
Wall-mounted vibrator vibrates to concrete, then determines that Curing Method is steam curing or nature according to engineering project progress
Health；
Step 11, concrete strength inspection and form removal：Concrete strength is examined in real time by concrete strength inspection instrument
Survey, the intensity of overall box culvert carries out form removal after reaching requirement, and internal model overall shrinkage sails to next station into demoulding states in parallel,
External mold transports directly to next station with end mould according to modularization, is capable of achieving the quick assembling of mould, whole work progress, mould
Tool only need to it is pre-assembled once, until construction terminate, mould split into can transportation module, be put into warehouse after being maintained.
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| CN113320001A (en) * | 2021-06-01 | 2021-08-31 | 台州学院 | Assembly turnover type beam making pedestal and use method thereof |
| CN114683375A (en) * | 2022-03-31 | 2022-07-01 | 北京港创瑞博混凝土有限公司 | Box culvert template and construction method thereof |
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