CN109577303A - A kind of mobile formwork system and its working method for Shiplock Culvert - Google Patents
A kind of mobile formwork system and its working method for Shiplock Culvert Download PDFInfo
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- CN109577303A CN109577303A CN201910072785.6A CN201910072785A CN109577303A CN 109577303 A CN109577303 A CN 109577303A CN 201910072785 A CN201910072785 A CN 201910072785A CN 109577303 A CN109577303 A CN 109577303A
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- 238000009415 formwork Methods 0.000 title claims abstract description 90
- 238000000034 method Methods 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 claims abstract description 24
- 238000009434 installation Methods 0.000 claims description 33
- 239000010720 hydraulic oil Substances 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 3
- 230000008569 process Effects 0.000 claims description 3
- 238000009416 shuttering Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 239000004575 stone Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000000192 social effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02C—SHIP-LIFTING DEVICES OR MECHANISMS
- E02C1/00—Locks or dry-docks; Shaft locks, i.e. locks of which one front side is formed by a solid wall with an opening in the lower part through which the ships pass
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02C—SHIP-LIFTING DEVICES OR MECHANISMS
- E02C1/00—Locks or dry-docks; Shaft locks, i.e. locks of which one front side is formed by a solid wall with an opening in the lower part through which the ships pass
- E02C1/06—Devices for filling or emptying locks
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Sewage (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention provides a kind of mobile formwork system for Shiplock Culvert, including a line gallery mobile formwork system and two wires gallery mobile formwork system, wherein the two wires gallery mobile formwork system includes template system, support system, running gear and control system, the template system is assembled by the splicing of left chamfering mould, right chamfering mould, left side flat-die, the right flat-die and middle flat-die, and the left chamfering mould, left side flat-die, middle flat-die, the right flat-die and right chamfering mould successively splice from left to right.Mobile formwork system saves material in the present invention, and construction technology is simple, and form frame system can be utilized repeatedly, is not only facilitated by this method construction, is shortened the construction period, and also a save project cost.It begins to make before gallery bottom slab concreting, compares full hall support frame method and set up simple and only need to install and remove once, form frame system can be used repeatedly, and greatly shorten the duration, save project cost.
Description
Technical field
The invention belongs to lock construction engineering fields, and in particular to a kind of mobile formwork system for Shiplock Culvert
And its working method.
Background technique
White stone kiln pivot lock engineering includes newly-built second-line shiplock and rebuilds a line ship lock, and second-line shiplock lock wall Main Corridor road is disconnected
Face is having a size of 3.5m*4.8m(wide * high), the total 16.8*10*2=336m of 10 section overall length of standard lock chamber section, a line Retaining Wall of Shiplock Main Corridor
Road cross dimensions is 3.0m*4.0m(wide * high), 6 section overall length 16.8*6*2=201.6m of standard lock chamber section.
Culvert is the important component of ship lock structure, and since its cross dimensions is larger, quality requirement is high, and construction needs
It takes a long time, directly affects ship gateway operation benefit, therefore in the case where guaranteeing quality, construction safety, need to accelerate
Culvert construction speed shortens the construction time of major project, realizes ship lock navigation target as early as possible, plays social effect, be
The problem of target and concern that we pursue jointly.
Currently, generalling use full hall supporting methods for the construction of Shiplock Culvert, full hall supporting methods refer to ready-made
It is gathered and is set up at regular intervals using steel pipe or gate-type frame on gallery bottom plate, be then laid with top plate bed die above, utilizing support
The top plate load and construction loads of culvert are born in the supporting role of frame, after after top, concrete reaches design strength requirement,
Form removal and support frame.
For white stone kiln pivot lock engineering one, second-line shiplock culvert, need to be purchased largely according to full hall supporting methods
Template and the backing materials such as upright bar, cross bar, hound, adjustable jacking, collet and channel steel, and carrying out a group installation and dismantling
Need to consume a large amount of artificial, time during removing, recycling rate of waterused is not high, cause engineering cost to improve, construction efficiency compared with
It is low, it is difficult to meet construction speed requirement.Meanwhile full hall supports high-formwork construction owned by France, security risk is higher, if control is improper
It is just easy to that mould bases cave-in accident occurs.
Summary of the invention
The present invention is to solve the above-mentioned prior art feature existing to Shiplock Culvert construction, is provided a kind of for ship
The mobile formwork system and its working method of lock culvert, speed of application is fast, the gallery size after pouring precisely, versatility
By force, the number of turnover is high, construction cost is low, security system is high.
In order to solve the above technical problems, the embodiment of the present invention provides a kind of mobile formwork system for Shiplock Culvert
System, including a line gallery mobile formwork system and two wires gallery mobile formwork system, wherein the two wires gallery mobile formwork system
System includes template system, support system, running gear and control system, and the template system is by left chamfering mould, right chamfering mould, a left side
Side flat-die, the right flat-die and the splicing of middle flat-die assemble, the left chamfering mould, left side flat-die, middle flat-die, the right flat-die and the right side
Chamfering mould successively splices from left to right；
The support system includes that adjusting block, two lower stringers, multipair bracket component, upper longitudinal beam, crossbeam and at least two are upper vertical
The both ends of frame, the lower stringer are fixedly connected with an adjusting block respectively, and the multipair bracket component is along the length side of lower stringer
It is arranged to interval, each pair of bracket component is symmetrically disposed on two lower stringers, and the bracket component includes from the bottom up
What is be fixedly connected increases block and big column, and the lower end for increasing block is fixedly connected with lower stringer, the upper end for increasing block with
The lower end of big column is connected and relative altitude is adjustable, connects between the top of two adjacent bracket components on the same lower stringer
One upper longitudinal beam, the horizontal crossbeam in the top of each pair of bracket component, the upper vertical frame are extended longitudinally and are propped up
Support is positioned above crossbeam, and the template system is fixedly supported to the top of vertical frame；
The running gear includes two rail and multipair traveling wheel, and the rail parallel laid is on culvert bottom plate, often
The lower end of one adjusting block is connected with a pair of of traveling wheel, and the traveling wheel is rolled along rail；
The control system includes hydraulic station, four side hydraulic oil cylinders, four vertical hydraulic cylinder, movable motor and controls
Case, four side hydraulic oil cylinders and four vertical hydraulic cylinders control with hydraulic station connect respectively, each tune
Connect a vertical hydraulic cylinder above locking nub, four vertical hydraulic cylinders are correspondingly located at left side flat-die and the right flat-die
Below end, four side hydraulic oil cylinders are connected correspondingly between the end and big column of left and right chamfering mould, two pairs of institutes
It states and is connected with movable motor at traveling wheel, the movable motor and control cabinet control connect.
Wherein, template of the template system of the line gallery mobile formwork system with respect to two wires gallery mobile formwork system
System removes middle flat-die, the branch of the support system of the line gallery mobile formwork system with respect to two wires gallery mobile formwork system
Frame system, which is removed, increases block.
Preferably, the support system includes three vertical framves disposed in parallel.
Wherein, the two wires gallery mobile formwork system is in being divided into two sections on length direction, then the left chamfering mould used in it,
Right chamfering mould, left side flat-die, the right flat-die, middle flat-die and lower stringer are two-part structure.
Further, second-line shiplock lock wall Main Corridor road cross dimensions is 3.5m*4.8m, and 10 section overall length of standard lock chamber section is total
The cross dimensions of 16.8*10*2=336m, the two wires gallery mobile formwork system are 3.5m*4.8m, overall length 16.8m, and in length
Degree is divided into two sections on direction, and the long * wide of left side flat-die and the right flat-die used in every section is 8.4m*1.1m, and the long * wide of middle flat-die is
8.4m*0.5m；
The structure of the left chamfering mould and right chamfering mould is symmetrical relative to the center line of two wires gallery mobile formwork system, the left side
The cross-sectional profiles line of chamfering mould be by outer bevel edge, outer vertical edge, lower horizontal edge, interior vertical edge, interior lower bevel edge and interior upper bevel edge head and the tail according to
The secondary blockade line to connect, the outer bevel edge are connected with the junction of interior upper bevel edge with left side flat-die, the long * of the left chamfering mould
The outer vertical edge width of the outer wide * of bevel edge is 8.4m*0.56m*0.7m.Left chamfering mould and right chamfering mould are in the size of width direction as a result,
0.4m, the size of short transverse are 1.1 meters.
The present invention also provides a kind of working methods of mobile formwork system for Shiplock Culvert, including a line gallery
The working method of mobile formwork system and two wires gallery mobile formwork system, by taking the gallery mobile formwork system of two wires as an example, work
Include the following steps: as method
(1) production of two wires gallery mobile formwork system: according to Design of Movable Shuttering Form drawing carry out left chamfering mould, right chamfering mould,
Left side flat-die, the right flat-die, middle flat-die, adjusting block, lower stringer, the system for increasing block, big column, upper longitudinal beam, crossbeam and upper vertical frame
Make；
(2) installation of two wires gallery mobile formwork system: it is laid with track → running gear installation → support system installation → template
System installation → electric hydraulic system installation → debugging, specific steps are as follows:
(2-1) after culvert bottom plate and side wall concrete reach intensity requirement, according to the drawing setting-out of mobile formwork system
The center of left and right sides track out, then in top steel rail laying；
(2-2) running gear mainly includes the traveling wheel that two traveling wheels and two pairs are equipped with movable motor, according to drawing walking
Wheel, which is hung on the designated position of rail, to be fixed, and the installation of adjusting block is ready for；
The installation corresponding with each pair of traveling wheel of the lower end of (2-3) adjusting block, then successively lift from top to bottom lower stringer, increase block,
Big column, upper longitudinal beam, crossbeam, upper vertical frame, and the installation for completing support system is fixed with bolt by drawing；
(2-4) template system is mainly divided to two sections, and every section is by two pieces of 8.4m*1.1m flat-dies, one piece of 8.4m*0.5m flat-die, two pieces
8.4m*0.56m*0.7m chamfering mould composition, first splices on smooth location, is then lifted into support system with loop wheel machine and uses spiral shell
Bolt is fixedly connected；
(2-5) hydraulic station is separately connected with vertical hydraulic cylinder, oblique hydraulic cylinder, and movable motor is connect with control cabinet, is completed
The installation of electric hydraulic control system；
After (2-6) electric hydraulic control system is installed, is walked using hydraulic station to mobile formwork system, brake, rise
The flexible debugging of drop, side form；
(3) it the use of two wires gallery mobile formwork system: after the completion of mobile formwork system debug, can be controlled by hydraulic station perpendicular
So that template is raised to designated position to hydraulic cylinder, then uses and adjust screw rod fixation template system, Lai Shixian template system
Installation then carries out the construction of concrete process above template system, loosens and adjusts after concrete reaches design strength requirement
Screw rod is saved, manipulation hydraulic station shrinks each hydraulic cylinder, achievees the purpose that form removal, and then manipulating hydraulic station makes mobile formwork system
System advances to subsequent work face, to carry out subsequent work surface construction.
In the present invention, the working method of a line gallery mobile formwork system and two wires gallery mobile formwork system only need to be
Remove middle flat-die when installation template system, remove in mounting bracket system and increase block.
The advantageous effects of the above technical solutions of the present invention are as follows:
Mobile formwork system saves material in the present invention, and construction technology is simple, and form frame system can be utilized repeatedly, passes through this method
Construction not only facilitates, and shortens the construction period, and also a save project cost.
1, it begins to make before gallery bottom slab concreting, compares full hall support frame method and set up simple and only need to install and remove
Once, form frame system can be used repeatedly, and greatly shorten the duration, save project cost.
2, mobile formwork system is more secured relative to full hall support frame, and does not allow perishable, simple and convenient, the energy of maintenance
It is enough accurately to guarantee that gallery pours size.
3, the top plate of 50cm need to only be removed for a line lock corridor, 80cm increases block, mould bases can be utilized repeatedly,
It is versatile, save engineering cost.
Detailed description of the invention
Fig. 1 is the main view of two wires gallery mobile formwork system in the present invention；
Fig. 2 is the enlarged drawing of the left view of two wires gallery mobile formwork system in the present invention；
Fig. 3 is the main view of a line gallery mobile formwork system in the present invention；
Fig. 4 is the enlarged drawing of the left view of a line gallery mobile formwork system in the present invention.
Description of symbols:
The left chamfering mould of 100-；The right chamfering mould of 101-；The left side 102- flat-die；Flat-die on the right of 103-；Flat-die in 104-；200- is adjusted
Block；Stringer under 201-；203- crossbeam；Frame is indulged on 204-；205- increases block；The big column of 206-；300- rail；301- traveling wheel；
400- hydraulic station；401- side hydraulic oil cylinder；The vertical hydraulic cylinder of 402-；403- movable motor；404- control cabinet.
Specific embodiment
To keep the technical problem to be solved in the present invention, technical solution and advantage clearer, below in conjunction with attached drawing and tool
Body embodiment is described in detail.
Embodiment 1
As shown in Figure 1 and Figure 2, a kind of two wires gallery mobile formwork system for Shiplock Culvert is present embodiments provided, is wrapped
Include template system, support system, running gear and control system, the template system by left chamfering mould 100, right chamfering mould 101,
Left side flat-die 102, the right flat-die 103 and middle flat-die 104 splicing assembles, the left chamfering mould 100, left side flat-die 102, in
Flat-die 104, the right flat-die 103 and right chamfering mould 101 successively splice from left to right.
The support system includes 200, two lower stringers 201 of adjusting block, multipair bracket component, upper longitudinal beam, 203 and of crossbeam
Three upper vertical framves 204, the both ends of the lower stringer 201 are fixedly connected with an adjusting block 200 respectively, the multipair bracket component
It is arranged along the length direction interval of lower stringer 201, each pair of bracket component is symmetrically disposed on two lower stringers 201, institute
State bracket component include be fixedly connected from the bottom up increase block 205 and big column 206, the lower end for increasing block 205 is under
Stringer 201 is fixedly connected, and the upper end for increasing block 205 is connected with the lower end of big column 206 and relative altitude is adjustable, same institute
One upper longitudinal beam of connection between the top of two adjacent bracket components on lower stringer 201 is stated (to be not shown in the figure, by left chamfering mould
Block), horizontal one of the top of each pair of bracket component crossbeam 203, three upper vertical framves 204 extend longitudinally and
Support is positioned at 203 top of crossbeam, and the template system is fixedly supported to the top of vertical frame 204.
The running gear includes two rail 300 and multipair traveling wheel 301, and 300 parallel laid of rail is in water delivery
On gallery bottom plate, the lower end of each adjusting block 200 is connected with a pair of of traveling wheel 301, and the traveling wheel 301 is along rail 300
It rolls.
The control system includes the vertical hydraulic cylinder 402 of the side hydraulic oil cylinder 401, four of hydraulic station 400, four, row
Walk motor 403 and control cabinet 404, four side hydraulic oil cylinders 401 and four vertical hydraulic cylinders 402 respectively with liquid
400 control of pressure station connects, and a vertical hydraulic cylinder 402, four vertical hydraulic oil are connected above each adjusting block 200
Cylinder 402 is correspondingly located at below the end of left side flat-die 102 and the right flat-die 103, and four side hydraulic oil cylinders 401 are corresponding
Ground is connected between the end and big column 206 of left and right chamfering mould, is connected with movable motor at two pairs of traveling wheels 301
403, the movable motor 403 is connected with the control of control cabinet 404.
As shown in Fig. 2, hydraulic station, four side hydraulic oil cylinders, four vertical hydraulic cylinder, movable motor and control cabinets it
Between connection relationship are as follows: one side control cabinet is connected with movable motor, and the positive and negative rotation by controlling movable motor controls mould bases
System is advanced, is retreated；Another aspect control cabinet is connect with hydraulic station, controls hydraulic station, and hydraulic station controls side hydraulic oil cylinder again
With stretching for vertical hydraulic cylinder.Connection, control cabinet between control cabinet and movable motor and connection and liquid between hydraulic station
Connection between pressure station and each hydraulic cylinder is routine techniques, does not need especially to repeat, and those skilled in the art are with reference to electrical
Control technology data and hydraulic technique data can be attached.
In the present embodiment, second-line shiplock lock wall Main Corridor road cross dimensions is 3.5m*4.8m, and 10 section overall length of standard lock chamber section is total
The cross dimensions of 16.8*10*2=336m, the two wires gallery mobile formwork system are 3.5m*4.8m, overall length 16.8m, and in length
Degree is divided into two sections on direction, then the left chamfering mould used in it, right chamfering mould, left side flat-die, the right flat-die, middle flat-die and lower stringer
It is two-part structure.
The long * wide of left side flat-die used in every section of two wires gallery mobile formwork system and the right flat-die be 8.4m*1.1m, in put down
The long * wide of mould is 8.4m*0.5m.
The structure of the left chamfering mould and right chamfering mould is symmetrical relative to the center line of two wires gallery mobile formwork system, institute
It is first by outer bevel edge, outer vertical edge, lower horizontal edge, interior vertical edge, interior lower bevel edge and interior upper bevel edge for stating the cross-sectional profiles line of left chamfering mould
The blockade line that tail successively connects, the outer bevel edge are connected with the junction of interior upper bevel edge with left side flat-die, the left chamfering mould
The outer vertical edge width of the outer wide * of bevel edge of long * be 8.4m*0.56m*0.7m.The ruler of left chamfering mould and right chamfering mould in width direction as a result,
Very little is 0.4m, and the size of short transverse is 1.1 meters.
Embodiment 2
In the present invention, the template system of the template system of a line gallery mobile formwork system with respect to two wires gallery mobile formwork system
Remove middle flat-die, the support system of a line gallery mobile formwork system is gone with respect to the support system of two wires gallery mobile formwork system
Fall to increase block.
As shown in Figure 3, Figure 4, an a kind of line gallery mobile formwork system for Shiplock Culvert, including template system
System, support system, running gear and control system, the template system is by left chamfering mould, right chamfering mould, left side flat-die and the right
Flat-die splicing assembles, and the left chamfering mould, left side flat-die, the right flat-die and right chamfering mould successively splice from left to right.
The support system includes that adjusting block, two lower stringers, multipair bracket component, upper longitudinal beam, crossbeam and three are upper vertical
The both ends of frame, the lower stringer are fixedly connected with an adjusting block respectively, and the multipair bracket component is along the length side of lower stringer
It is arranged to interval, each pair of bracket component is symmetrically disposed on two lower stringers, and the bracket component includes big column, institute
The lower end for stating big column is fixedly connected with lower stringer, is connected between the top of two adjacent bracket components on the same lower stringer
One upper longitudinal beam, the horizontal crossbeam in the top of each pair of bracket component, three upper vertical framves extend longitudinally
And support is positioned above crossbeam, the template system is fixedly supported to the top of vertical frame；
The running gear includes two rail and multipair traveling wheel, and the rail parallel laid is on culvert bottom plate, often
The lower end of one adjusting block is connected with a pair of of traveling wheel, and the traveling wheel is rolled along rail；
The control system includes hydraulic station, four side hydraulic oil cylinders, four vertical hydraulic cylinder, movable motor and controls
Case, four side hydraulic oil cylinders and four vertical hydraulic cylinders control with hydraulic station connect respectively, each tune
Connect a vertical hydraulic cylinder above locking nub, four vertical hydraulic cylinders are correspondingly located at left side flat-die and the right flat-die
Below end, four side hydraulic oil cylinders are connected correspondingly between the end and big column of left and right chamfering mould, two pairs of institutes
It states and is connected with movable motor at traveling wheel, the movable motor and control cabinet control connect.
In the present embodiment, a line Retaining Wall of Shiplock Main Corridor road cross dimensions is 3.0m*4.8m, and 10 section overall length of standard lock chamber section is total
The cross dimensions of 16.8*10*2=336m, the line gallery mobile formwork system are 3.0m*4.8m, overall length 16.8m, and in length
Degree is divided into two sections on direction, then the left chamfering mould used in it, right chamfering mould, left side flat-die, the right flat-die and lower stringer are two
Segmentation structure.
The long * wide of left side flat-die used in every section of line gallery mobile formwork system and the right flat-die is 8.4m*1.1m.
The structure of the left chamfering mould and right chamfering mould is symmetrical relative to the center line of two wires gallery mobile formwork system, institute
It is first by outer bevel edge, outer vertical edge, lower horizontal edge, interior vertical edge, interior lower bevel edge and interior upper bevel edge for stating the cross-sectional profiles line of left chamfering mould
The blockade line that tail successively connects, the outer bevel edge are connected with the junction of interior upper bevel edge with left side flat-die, the left chamfering mould
The outer vertical edge width of the outer wide * of bevel edge of long * be 8.4m*0.56m*0.7m.The ruler of left chamfering mould and right chamfering mould in width direction as a result,
Very little is 0.4m, and the size of short transverse is 1.1 meters.
Embodiment 3
The present invention also provides a kind of working method of mobile formwork system for Shiplock Culvert, including a line gallery are mobile
The working method of form frame system and two wires gallery mobile formwork system, by taking the gallery mobile formwork system of two wires as an example, work side
Method includes the following steps:
(1) production of two wires gallery mobile formwork system: according to the Design of Movable Shuttering Form figure of white stone kiln pivot lock culvert
Paper carry out left chamfering mould, right chamfering mould, left side flat-die, the right flat-die, middle flat-die, adjusting block, lower stringer, increase block, big column,
The production of upper longitudinal beam, crossbeam and upper vertical frame；
(2) installation of two wires gallery mobile formwork system: it is laid with track → running gear installation → support system installation → template
System installation → electric hydraulic system installation → debugging, specific steps are as follows:
(2-1) after culvert bottom plate and side wall concrete reach intensity requirement, according to the drawing setting-out of mobile formwork system
The center of left and right sides track out, then in top steel rail laying；
(2-2) running gear mainly includes the traveling wheel that two traveling wheels and two pairs are equipped with movable motor, only need to be according to drawing handle
Traveling wheel is hung on the designated position of rail and fixes, and is ready for the installation of adjusting block；
The installation corresponding with each pair of traveling wheel of the lower end of (2-3) adjusting block, then successively lift from top to bottom lower stringer, increase block,
Big column, upper longitudinal beam, crossbeam, upper vertical frame, and the installation for completing support system is fixed with bolt by drawing；
(2-4) template system is mainly divided to two sections, and every section is by two pieces of 8.4m*1.1m flat-dies, one piece of 8.4m*0.5m flat-die, two pieces
8.4m*0.56m*0.7m chamfering mould composition, first splices on smooth location, is then lifted into support system with loop wheel machine and uses spiral shell
Bolt is fixedly connected；
(2-5) hydraulic station is separately connected with vertical hydraulic cylinder, oblique hydraulic cylinder, and movable motor is connect with control cabinet, is completed
The installation of electric hydraulic control system；
After (2-6) electric hydraulic control system is installed, is walked using hydraulic station to mobile formwork system, brake, rise
The flexible debugging of drop, side form；
(3) it the use of two wires gallery mobile formwork system: after the completion of mobile formwork system debug, can be controlled by hydraulic station perpendicular
Template is set to be raised to designated position to hydraulic cylinder, then with the adjusting screw rod fixation template system being horizontally placed between bracket component
System, the installation of Lai Shixian template system then carry out the construction of concrete process above template system, reach to concrete and set
Adjusting screw rod is loosened after counting intensity requirement, manipulation hydraulic station shrinks each hydraulic cylinder, achievees the purpose that form removal, then manipulate
Hydraulic station makes mobile formwork system advance to subsequent work face, to carry out subsequent work surface construction.
The working method of one line gallery mobile formwork system is compared with the working method of two wires gallery mobile formwork system, only
Flat-die in need to removing in installation template system, removes in mounting bracket system and increases block.
The above is a preferred embodiment of the present invention, it is noted that for those skilled in the art
For, without departing from the principles of the present invention, it can also make several improvements and retouch, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (6)
1. a kind of mobile formwork system for Shiplock Culvert, which is characterized in that including a line gallery mobile formwork system
With two wires gallery mobile formwork system, wherein the two wires gallery mobile formwork system includes template system, support system, walking
System and control system, the template system are spliced by left chamfering mould, right chamfering mould, left side flat-die, the right flat-die and middle flat-die
Assemble, the left chamfering mould, left side flat-die, middle flat-die, the right flat-die and right chamfering mould successively splice from left to right；
The support system includes that adjusting block, two lower stringers, multipair bracket component, upper longitudinal beam, crossbeam and at least two are upper vertical
The both ends of frame, the lower stringer are fixedly connected with an adjusting block respectively, and the multipair bracket component is along the length side of lower stringer
It is arranged to interval, each pair of bracket component is symmetrically disposed on two lower stringers, and the bracket component includes from the bottom up
What is be fixedly connected increases block and big column, and the lower end for increasing block is fixedly connected with lower stringer, the upper end for increasing block with
The lower end of big column is connected and relative altitude is adjustable, connects between the top of two adjacent bracket components on the same lower stringer
One upper longitudinal beam, the horizontal crossbeam in the top of each pair of bracket component, the upper vertical frame are extended longitudinally and are propped up
Support is positioned above crossbeam, and the template system is fixedly supported to the top of vertical frame；
The running gear includes two rail and multipair traveling wheel, and the rail parallel laid is on culvert bottom plate, often
The lower end of one adjusting block is connected with a pair of of traveling wheel, and the traveling wheel is rolled along rail；
The control system includes hydraulic station, four side hydraulic oil cylinders, four vertical hydraulic cylinder, movable motor and controls
Case, four side hydraulic oil cylinders and four vertical hydraulic cylinders control with hydraulic station connect respectively, each tune
Connect a vertical hydraulic cylinder above locking nub, four vertical hydraulic cylinders are correspondingly located at left side flat-die and the right flat-die
Below end, four side hydraulic oil cylinders are connected correspondingly between the end and big column of left and right chamfering mould, two pairs of institutes
It states and is connected with movable motor at traveling wheel, the movable motor and control cabinet control connect.
2. the mobile formwork system according to claim 1 for Shiplock Culvert, which is characterized in that line corridor
The template system of road mobile formwork system removes middle flat-die, a line with respect to the template system of two wires gallery mobile formwork system
The support system of gallery mobile formwork system is removed with respect to the support system of two wires gallery mobile formwork system and increases block.
3. the mobile formwork system according to claim 1 for Shiplock Culvert, which is characterized in that the carriage support
System includes three vertical framves disposed in parallel.
4. the mobile formwork system according to claim 1 for Shiplock Culvert, which is characterized in that the two wires corridor
Road mobile formwork system is in being divided into two sections on length direction, then the left chamfering mould used in it, right chamfering mould, left side flat-die, the right
Flat-die, middle flat-die and lower stringer are two-part structure.
5. the mobile formwork system according to claim 1 or 4 for Shiplock Culvert, which is characterized in that two wires ship
Lock lock wall Main Corridor road cross dimensions is 3.5m*4.8m, the standard lock chamber section total 16.8*10*2=336m of 10 section overall length, the two wires corridor
The cross dimensions of road mobile formwork system is 3.5m*4.8m, overall length 16.8m, and in being divided into two sections, used in every section on length direction
The long * wide of left side flat-die and the right flat-die is 8.4m*1.1m, and the long * wide of middle flat-die is 8.4m*0.5m；
The structure of the left chamfering mould and right chamfering mould is symmetrical relative to the center line of two wires gallery mobile formwork system, the left side
The cross-sectional profiles line of chamfering mould be by outer bevel edge, outer vertical edge, lower horizontal edge, interior vertical edge, interior lower bevel edge and interior upper bevel edge head and the tail according to
The secondary blockade line to connect, the outer bevel edge are connected with the junction of interior upper bevel edge with left side flat-die, the long * of the left chamfering mould
The outer vertical edge width of the outer wide * of bevel edge is 8.4m*0.56m*0.7m.
6. the working method described in a kind of any one of claim 1 ~ 5 for the mobile formwork system of Shiplock Culvert,
It is characterised in that it includes the working method of a line gallery mobile formwork system and two wires gallery mobile formwork system, with two wires corridor
For road mobile formwork system, working method includes the following steps:
(1) production of two wires gallery mobile formwork system: according to Design of Movable Shuttering Form drawing carry out left chamfering mould, right chamfering mould,
Left side flat-die, the right flat-die, middle flat-die, adjusting block, lower stringer, the system for increasing block, big column, upper longitudinal beam, crossbeam and upper vertical frame
Make；
(2) installation of two wires gallery mobile formwork system: it is laid with track → running gear installation → support system installation → template
System installation → electric hydraulic system installation → debugging, specific steps are as follows:
(2-1) after culvert bottom plate and side wall concrete reach intensity requirement, according to the drawing setting-out of mobile formwork system
The center of left and right sides track out, then in top steel rail laying；
(2-2) running gear mainly includes the traveling wheel that two traveling wheels and two pairs are equipped with movable motor, according to drawing walking
Wheel, which is hung on the designated position of rail, to be fixed, and the installation of adjusting block is ready for；
The installation corresponding with each pair of traveling wheel of the lower end of (2-3) adjusting block, then successively lift from top to bottom lower stringer, increase block,
Big column, upper longitudinal beam, crossbeam, upper vertical frame, and the installation for completing support system is fixed with bolt by drawing；
(2-4) template system is mainly divided to two sections, and every section is by two pieces of 8.4m*1.1m flat-dies, one piece of 8.4m*0.5m flat-die, two pieces
8.4m*0.56m*0.7m chamfering mould composition, first splices on smooth location, is then lifted into support system with loop wheel machine and uses spiral shell
Bolt is fixedly connected；
(2-5) hydraulic station is separately connected with vertical hydraulic cylinder, oblique hydraulic cylinder, and movable motor is connect with control cabinet, is completed
The installation of electric hydraulic control system；
After (2-6) electric hydraulic control system is installed, is walked using hydraulic station to mobile formwork system, brake, rise
The flexible debugging of drop, side form；
(3) it the use of two wires gallery mobile formwork system: after the completion of mobile formwork system debug, can be controlled by hydraulic station perpendicular
So that template is raised to designated position to hydraulic cylinder, then uses and adjust screw rod fixation template system, Lai Shixian template system
Installation then carries out the construction of concrete process above template system, loosens and adjusts after concrete reaches design strength requirement
Screw rod is saved, manipulation hydraulic station shrinks each hydraulic cylinder, achievees the purpose that form removal, and then manipulating hydraulic station makes mobile formwork system
System advances to subsequent work face, to carry out subsequent work surface construction.
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