CN106050271A - Ditch formwork device for tunnel and construction method of ditch formwork device - Google Patents
Ditch formwork device for tunnel and construction method of ditch formwork device Download PDFInfo
- Publication number
- CN106050271A CN106050271A CN201610708624.8A CN201610708624A CN106050271A CN 106050271 A CN106050271 A CN 106050271A CN 201610708624 A CN201610708624 A CN 201610708624A CN 106050271 A CN106050271 A CN 106050271A
- Authority
- CN
- China
- Prior art keywords
- mould bases
- ditch
- wedge shape
- shape mould
- oil cylinder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 128
- 238000009415 formwork Methods 0.000 title abstract description 11
- 238000013461 design Methods 0.000 claims description 7
- 238000012423 maintenance Methods 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 24
- 229910000831 Steel Inorganic materials 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 230000008569 process Effects 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000001276 controlling effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000007667 floating Methods 0.000 description 6
- 230000001105 regulatory effect Effects 0.000 description 6
- 238000012937 correction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000033001 locomotion Effects 0.000 description 4
- 230000005611 electricity Effects 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000009172 bursting Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 241000282472 Canis lupus familiaris Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention provides a ditch formwork device for a tunnel. The ditch formwork device comprises a first oil cylinder and further comprises an adjusting unit, two oppositely-arranged wedge-shaped formworks and a supporting shaft, the adjusting unit comprises a load bearing beam, an adjusting hand wheel and two oppositely-arranged screws, the adjusting hand wheel is arranged on the load bearing beam which is connected with one end of the first oil cylinder, each screw is mounted between the adjusting hand wheel and one wedge-shaped formwork, and the supporting shaft penetrates the load bearing beam to be connected with the wedge-shaped formworks respectively. The invention further provides a construction method of the ditch formwork device. Compared with the prior art, the ditch formwork device and the construction method thereof have the advantages that construction quality and construction accuracy are high, formwork stripping time is short, and construction period can be shortened effectively.
Description
Technical field
The present invention relates to technical field of tunnel construction, specifically, relate to a kind of ditch, tunnel die set device and
Apply the construction method of this ditch die set device.
Background technology
The ditch cable trench in tunnel is belonging to last one work of the appurtenant work of constructing tunnel, usually constructing tunnel
Sequence, can only could organize at the middle and late stage of constructing tunnel and construct, thus generally exist great in constructing amount, the construction period is nervous
Problem.Meanwhile, the problem such as the linear difference of ditch cable trench concrete construction long-term existence, construction joint be many and construction joint is difficult, and
And owing to ditch cable trench is positioned at the both sides in tunnel, its presentation quality also can directly influence the overall standardization of constructing tunnel
Image, so one of emphasis appurtenant work being belonging to the constructing tunnel later stage, also makes the requirement pole that it is constructed by general contractor
High.
At present, traditional tunnel ditch cable trough construction mainly uses knockdown little steel form to carry out assembly, takes
Build the groove position of exhalent canal cable trough.And this form of construction work makes when construction, each section of pouring be required for carrying out manual demolition,
Transport, install, debug and the step of calibration template, need to put into substantial amounts of labour force.Meanwhile, this form of construction work causes construction
Extremely inefficient and between steel form and steel form reinforcing pole is the most firm, is susceptible to run the situation of mould.Additionally, use assembly
Steel form is combined easily causing the groove bit line of ditch cable trench poor by mode, makes concreting outward appearance out be difficult to
Control, and the time of the demoulding at least need 14 hours, the most for a long time, so make total operation for up to 30 to
40 hours.
And in recent years, it is no lack of appearance for the all-in-one-piece chassis that ditch cable trench is constructed, owing to it has
Running gear makes the chassis when construction to move freely, and uses hydraulic system to install template, transports, tears open
Remove, debug and template correction etc., it is to avoid manual operation efficiency is low and precision is low problem so that the engineering time is greatly reduced,
And integral construction efficiency and operability will be better than the form of construction work of traditional knockdown little steel form.But, due to
Ditch cable trench template belongs to non-bearing plate, and all uses integrally closed U-shaped formwork structure, causes it to promote U vertically upward
The stripping means of section mould plate have to overcome the atmospheric pressure caused due to air-tightness.When concrete solidifies or strong the most completely
When spending inadequate, promote U-shaped plate and carry out the demoulding ditch cable trench xoncrete structure large area can be caused damaged, cause existing ditch
Cable trough construction trolley is affected by concrete strength factor on form removal activity time, the demoulding time at least as need 14 little
Time.Although the time that existing ditch cable trench construction trolley carries out ditch cable trench construction shortens dramatically than traditional construction,
But the overall required engineering time is the longest.
Summary of the invention
In order to solve the problems referred to above, the main object of the present invention is to provide the tunnel that a kind of construction quality is high and the demoulding time is short
Road ditch die set device.
It is a further object of the present invention to provide one to improve construction precision, save the demoulding time and shorten the construction period
The tunnel construction method of ditch die set device.
In order to realize the main object of the present invention, the present invention provides a kind of ditch, tunnel die set device, including the first oil
Cylinder, wherein, ditch die set device also includes regulating unit, two wedge shape mould bases being oppositely arranged and support shaft, regulates unit bag
Including carrier bar, adjusting handle and two screw rods being oppositely arranged, adjusting handle is arranged on carrier bar, carrier bar and the first oil cylinder
End hinged, each screw rod is connected between adjusting handle and a wedge shape mould bases, and support shaft is divided through carrier bar
Do not fix with two wedge shape mould bases and be connected.
Therefore, by the spacing between the wedge shape mould bases that two are oppositely arranged by the adjusting handle of regulation regulation unit
It is adjusted so that two wedge shape mould bases move along axially opposing that of screw rod or opposing move each other so that ditch mould bases exists
The concrete water groove solidified will not be caused damage when carrying out the demoulding so that ditch mould bases is convenient when the demoulding,
Fast, construction quality and the speed of application of engineering are effectively raised.Compared with prior art, this ditch die set device is in the demoulding
Time the spacing that has only to regulate between two wedge shape mould bases can realize stripping operation, it is to avoid prior art can only be by promoting oil
The mode of cylinder carries out forced stripper mechanism, it is possible to prevent when the demoulding owing to making owing to suction is excessive between ditch mould bases and concrete
Become water groove to occur bursting apart and damaged, can also effectively shorten the demoulding cycle of water groove simultaneously.
Further scheme is that ditch die set device also includes the second oil cylinder and spacing beam, and the cylinder body of the second oil cylinder is installed
On carrier bar, the piston rod of the second oil cylinder is fixing with spacing beam to be connected.
Therefore, moved along the radial direction of screw rod by the second oil cylinder spacing beam of control, and by spacing beam to two
The individual wedge shape module being oppositely arranged carries out spacing and location, prevents when carrying out concreting, due to the phase between concrete
Extruding makes offseting relative to position of two wedge shape mould bases mutually, and then makes the water groove after construction serious mistake occur
Difference.
Further scheme is, ditch die set device also includes chucking lug, and the top of chucking lug and wedge shape mould bases is fixed
Connect.
Therefore, wedge-shaped die is erected location and the effect of record by chucking lug so that ditch die set device is to same
When the different tunnel construction sections in one tunnel are constructed, it is possible to ensure that the width of the water groove in whole tunnel can keep consistent, improve
Construction precision, it is ensured that construction quality.
Further scheme is, ditch die set device also includes lead angle pipe, and lead angle pipe is fixing with top to be connected.
Therefore, when the demoulding, by lead angle pipe is adjusted so that the edge of lead angle pipe and wedge shape mould bases is with mixed
Solidifying soil separates so that air can enter with touching in Canis familiaris L. groove and with wedge shape mould bases, wedge-shaped die bridge joint, so make wedge shape mould bases,
Wedge shape mould bases need not the atmospheric pressure overcoming confined space to be formed in lifting process, reduces water groove and wedge shape mould bases, wedge
Suction between shape mould bases, when making wedge shape mould bases, wedge shape mould bases carry out the demoulding, it is not necessary to waits that the concrete of water groove is the most solidifying
Gu, it is possible to effectively avoid the corner angle of water groove that breakage occurs.
Further scheme is, ditch die set device also includes sliding sleeve part and guide post, and guide post is hinged with carrier bar,
Sliding sleeve part is socketed on the guide bar.
Therefore, wedge shape mould bases is to drive carrier bar by the 4th oil cylinder and then drive wedge shape mould bases to move,
Wedge shape mould bases, carrier bar etc. can shake, by arranging the first sliding sleeve part and guide post in lifting process unavoidably so that wedge
Shape mould bases, carrier bar etc. ensure vertically to move up and down in lifting process, it is to avoid shake.
Further scheme is, ditch die set device also includes clamping screw and locking nut, clamping screw and locking
Nut is connected between two wedge shape mould bases.
Therefore, by clamping screw and locking nut, two wedge shape mould bases are relatively fixed, it is to avoid concrete
In casting process, owing to two wedge shape mould bases are extruded by the pressure produced between concrete, cause two wedge shape mould bases
Preset pitch is compressed or extended, and causes construction error.
Further scheme is, regulation unit also includes driving means, and driving means is to adjusting handle output power also
Driving adjusting handle rotates.
Therefore, by driving means, adjusting handle is driven, when having multiple adjusting handle, by driving
Device can control multiple adjusting handle simultaneously and be synchronized with the movement, the effective error reduced during regulating so that this waters
The water groove of the section of building ensure that the width of the whole section of pouring is in allowable error, it is ensured that construction precision.
In order to realize another object of the present invention, the present invention provides the construction method of ditch, a kind of tunnel die set device,
Wherein, ditch die set device includes the first oil cylinder, regulation unit and two wedge shape mould bases being oppositely arranged, the end of oil cylinder and tune
Joint unit is hinged, regulation unit spacing between two wedge shape mould bases of regulation；Construction method includes:
Regulation unit and two wedge shape mould bases are transferred the design height to tunnel ditch groove by the piston rod of the first oil cylinder, by adjusting
The position of two wedge shape mould bases, to the design width of tunnel ditch groove, is entered by the spacing between joint unit two wedge shape mould bases of regulation
Row correction；
Construction area residing for two wedge shape mould bases is carried out closure fixing, with concrete construction area poured and pass through
Concrete is vibrated by vibrating spear, after having poured, concrete is carried out maintenance；
After concrete setting, the spacing between regulation unit two wedge shape mould bases of regulation is to the first initial position, the first oil cylinder
Piston rod regulation unit and two wedge shape mould bases are promoted to the second initial position.
Therefore, by regulation unit, the spacing of two wedge shape mould bases is adjusted so that wedge shape mould bases is being carried out
During the demoulding convenient, quick, it is not necessary to as the ditch mould bases of prior art needs the atmospheric pressure that overcomes between mould bases and concrete
Power, it is possible to avoid when the demoulding, the water groove poured being damaged.Meanwhile, this ditch die set device is carrying out the demoulding
Time, it is not necessary to just can carry out the demoulding as prior art needs to wait concrete to solidify completely, effectively save the engineering time, shorten
Construction period, and realize mould bases is carried out the placement of mechanization, automatization by the first oil cylinder, improve the position of wedge shape mould bases
Put and carry out, it is ensured that construction quality.
Further scheme is, regulation unit includes carrier bar, adjusting handle and two screw rods being oppositely arranged, and regulates hands
Wheel is arranged on carrier bar, and the end of carrier bar and the first oil cylinder is hinged, and each screw rod is connected to adjusting handle and
Between individual wedge shape mould bases.
Therefore, by the spacing between the wedge shape mould bases that two are oppositely arranged by the adjusting handle of regulation regulation unit
It is adjusted so that two wedge shape mould bases move along axially opposing that of screw rod or opposing move each other so that ditch mould bases exists
The concrete water groove solidified will not be caused damage when carrying out the demoulding so that ditch mould bases is convenient when the demoulding,
Fast, construction quality and the speed of application of engineering are effectively raised.
Further scheme is, ditch die set device also includes support shaft, support shaft through carrier bar respectively with two
Wedge shape mould bases is fixing to be connected.
Therefore, support shaft, for wedge shape mould bases, wedge-shaped die are erected supporting and guide effect, prevents from regulating unit pair
There is skew when the spacing of wedge shape mould bases and wedge shape mould bases is adjusted or tilt.
Accompanying drawing explanation
Fig. 1 is the structural representation of tunnel ditch cable trough construction trolley embodiment of the present invention.
Fig. 2 is truss position relative with the running gear signal of tunnel ditch cable trough construction trolley embodiment of the present invention
Figure.
Fig. 3 is the enlarged drawing in Fig. 2 at B.
Fig. 4 is the enlarged drawing in Fig. 1 at A.
Fig. 5 is the structural representation of the cable die set device of tunnel ditch cable trough construction trolley embodiment of the present invention.
Fig. 6 is the structural representation of the ditch die set device of tunnel ditch cable trough construction trolley embodiment of the present invention.
Fig. 7 is the knot under another visual angle of the ditch die set device of tunnel ditch cable trough construction trolley embodiment of the present invention
Structure schematic diagram.
Fig. 8 is the A-A sectional view of Fig. 7.
Fig. 9 is that the first of the ditch die set device of tunnel ditch cable trough construction trolley construction method embodiment of the present invention makes
Use state diagram.
Figure 10 is the second of the ditch die set device of tunnel ditch cable trough construction trolley construction method embodiment of the present invention
Use state diagram.
Figure 11 is the 3 of the ditch die set device of tunnel ditch cable trough construction trolley construction method embodiment of the present invention
Use state diagram.
Below in conjunction with drawings and Examples, the invention will be further described.
Detailed description of the invention
Tunnel ditch cable trough construction trolley embodiment:
Being the structural representation of tunnel ditch cable trough construction trolley embodiment of the present invention with reference to Fig. 1 and Fig. 2, Fig. 1, Fig. 2 is this
The truss of invention tunnel ditch cable trough construction trolley embodiment and the relative position view of running gear.Tunnel ditch cable
Groove construction trolley 1 includes truss 11, distribution operation system 116, Hynautio-steering 117, running gear 2, sidewall die set device
3, cable die set device 4 and ditch die set device 5, wherein, running gear 2 is arranged on the lower section of truss 11, tunnel ditch cable
Groove construction trolley 1 realizes mobile by running gear 2, and distribution operation system 116 provides for tunnel ditch cable trough construction trolley 1
Electric power, Hynautio-steering 117 is that each oil cylinder of tunnel ditch cable trough construction trolley 1 is powered and coordinates between each oil cylinder
Action.
Reference Fig. 3, Fig. 3 are the enlarged drawings in Fig. 2 at B.In conjunction with Fig. 1, truss 11 includes support bar 111, pull bar 112, slides
External member 113 and oil cylinder 114.First end of support bar 111 is connected with the main body of truss 11, the first end of pull bar 112 and truss 11
Main body hinged, the second end of pull bar 112 is hinged with the second end of support bar 111, carries out pouring of ditch cable trench in tunnel
Time, a work platforms can be formed by laying sheet material between support bar 111, convenient construction personnel can execute in tunnel
The work later stage carries out carrying out some relevant complementary operations while ditch cable trench pours, enabling carry to a certain extent
High efficiency of construction, saves the engineering time, the reduction of erection time.
Sliding sleeve part 113 is socketed on support bar 111, and oil cylinder 114 is for driving axial along support bar 111 of sliding sleeve part 113
Sliding, the first end of oil cylinder 114 is hinged with truss 11, and the second end of oil cylinder 114 is hinged with sliding sleeve part 113.
Running gear 2 includes a bearing 21, road wheel 22, drives motor 23, driving chain 24 and oil cylinder 25, a bearing 21
Being positioned at below truss 11, and be connected with truss 11 by oil cylinder 25, the cylinder body of oil cylinder 25 is fixing with a bearing 21 to be connected, oil cylinder 25
Piston rod and truss 11 fixing be connected.
The motor cabinet driving motor 23 is fixedly mounted in a bearing 21, and road wheel 22 is arranged on below a bearing 21, and
Road wheel 22 can rotate around the axis of self, and by driving chain 24 to be connected with the motor shaft driving motor 23, drives electricity
Machine 23 is by driving chain 24 to drive road wheel 22 to move along the track 118 laid in advance, and then is avoided by needs
Manpower moves or needs again again to dismount tunnel ditch cable construction chassis 1, improves the same of efficiency of construction
Time the reduction of erection time.
Reference Fig. 4, Fig. 4 are the enlarged drawings in Fig. 1 at A.In conjunction with Fig. 1, sidewall die set device 3 includes sidewall mould bases 31, oil
Cylinder 32, oil cylinder 33 and fixing device 34, wherein, fixing device 34 is jack.First end of oil cylinder 32 is hinged with truss 11, oil
Second end of cylinder 32 is hinged with the end face of sidewall mould bases 31, and the first end of oil cylinder 33 is hinged with truss 11, the second end and sidewall mould
The end face of frame 31 is hinged.Sidewall mould bases 31, oil cylinder 32, oil cylinder 33 and truss 34 form a door type structure, i.e. hinge four-bar machine
Structure.
When sidewall mould bases 31 carries out the demoulding, shrink by controlling oil cylinder 33 so that sidewall mould bases 31 is close to bottom surface
Side start to depart from the concrete side walls solidified, and make air enter into sidewall mould bases 31 and concrete side walls it
Between, accelerate the demoulding and effectively reduce the suction between sidewall mould bases 31 and concrete.When sidewall mould bases 31 is the most de-with concrete
From rear, by oil cylinder 32, sidewall mould bases 31 promoted, reclaims.The rectilinear demoulding or horizontal with existing sidewall mould bases take off
Mould is compared, and the sidewall die set device 3 of the present embodiment is when carrying out the demoulding, and the suction between sidewall mould bases 31 and concrete is less,
When effectively avoiding the demoulding, the sidewall to ditch cable trench damages, it is ensured that demoulding quality and construction quality, it is to avoid the later stage needs
Manual repair to be carried out.
First end of fixing device 34 is hinged with the end face of sidewall mould bases 31, and the second end is separably attached with ground.By
A door type structure is formed so that this structure is more square when the demoulding in sidewall mould bases 31, oil cylinder 32, oil cylinder 33 and truss 11
Just, quick and demoulding quality is high, but, this structure also makes the anti-pressure ability when carrying out concreting poor, easily makes
Mutually the concrete heavy side wall mould bases 31 of extruding leaks out.And by arranging fixing device 34, by increasing capacitance it is possible to increase sidewall mould bases
The anti-pressure ability of 31, prevents concrete from leaking.Certainly, fixing device 34 can also be oil cylinder.
Reference Fig. 5, Fig. 5 are that the structure of the cable die set device of tunnel ditch cable trough construction trolley embodiment of the present invention is shown
It is intended to.Cable die set device 4 includes cable mould bases 41, oil cylinder 42, positioning fixture 43, positioning set square 44, adjusting nut 45 and
Lead angle pipe 46.
Cable mould bases 41 can be by steel form welding fabrication, and the cross section of cable mould bases 41 is trapezoidal, cable mould bases 41
Bottom surface is additionally provided with connecting portion 411, and the first end of oil cylinder 42 is hinged with connecting portion 411, the second end of oil cylinder 42 and truss 11
Sliding sleeve part 113 hinged.
Owing to cable trough and water groove are at a distance of relatively near, when the demoulding owing to suction can be produced between concrete and mould bases, hold
Easily cause the concrete between water groove and cable trough and breakage occurs.And the cross section of cable mould bases 41 is fabricated to trapezoidal, energy
The suction reduced between concrete and cable mould bases 41 of enough appropriateness so that cable trough is risen by cable mould bases 41 when carrying out the demoulding
To protective effect, the edge of cable trough will not be caused damage.
Compared with prior art, the cable mould bases of prior art all uses integrally closed and cross section is U-shaped so that
The powerful suction that air-tightness causes must be overcome, when the insufficient strength or endless of concrete when cable mould bases is carried out vertical-lift
The large area that can cause ditch cable trench during full solidification is damaged, and construction period can extend.
Positioning fixture 43 fixed-link is on cable mould bases 41, and positioning fixture 43 is provided with a groove 431 and one and leads to
Hole 432.Lead angle pipe 46 is provided with location division 461 and the connecting portion 462 being connected with location division 461, and location division 461 is provided with one
Bracer 463, a bracer 463 adjoins with the bottom surface of cable mould bases 41, for supporting the location division 461 of lead angle pipe 46.Lead angle pipe
The connecting portion 462 of 46 is connected through through hole 432 and by adjusting nut 45 is fixing with positioning fixture 43, and positioning set square 44 passes
Groove 431 adjoins with the location division 461 of lead angle pipe 46, to lead angle pipe 46 location and fixation.
When cable mould bases 41 needs to carry out the demoulding, unclamp fixing lead angle pipe 46 by adjusting nut 45, will simultaneously
Positioning set square 44 takes off, by mobile lead angle pipe 46 so that lead angle pipe 46 separates with concrete with the edge of cable mould bases 41,
Allow air to enter in cable trough and contact with cable mould bases 41, and then cable mould bases 41 is not required in lifting process
The atmospheric pressure that confined space to be overcome is formed, reduces the suction between cable trough and cable mould bases 41.When cable trough mould frame 41
Carry out the demoulding when promoting, it is not necessary to applies the biggest pulling force, while when carrying out the demoulding concrete without waiting for cable trough complete
Full solidification, it is possible to effectively avoid the corner angle of cable trough that breakage occurs, additionally it is possible to improve construction quality and save construction period.
Cable die set device 4 also includes guide post 47 and sliding sleeve part 471, and the end 47 of guide post is fixed with cable mould bases 41
Connecting, sliding sleeve part 471 and sliding sleeve part 113 is fixed and is connected and sliding sleeve part 471 is socketed on guide post 471 slidably.
With reference to Fig. 6, Fig. 7 and Fig. 8, Fig. 6 is the ditch mould bases dress of tunnel ditch cable trough construction trolley embodiment of the present invention
The structural representation put, Fig. 7 is that another of the ditch die set device of tunnel ditch cable trough construction trolley embodiment of the present invention regards
Structural representation under angle, Fig. 8 is the A-A sectional view of Fig. 7.In conjunction with Fig. 1 and Fig. 2, ditch die set device 5 includes oil cylinder 51, phase
To the wedge shape mould bases 52 arranged and wedge shape mould bases 521, regulation unit 53, oil cylinder 54, spacing beam 541, support shaft 535, regulation is single
Unit 53 is for regulating the spacing between wedge shape mould bases 52 and wedge shape mould bases 521.
First end of oil cylinder 51 is hinged with the sliding sleeve part 113 of truss 11, and carrier bar 531 is provided with hanger, oil cylinder 51
Second end is hinged with the hanger of carrier bar 531.The oil cylinder 42 of cable die set device 4 and the oil cylinder 51 of ditch die set device 5 all cut with scissors
It is connected on sliding sleeve part 113.Drive sliding sleeve part 113 moving axially along support bar 111 by oil cylinder 114, and then drive cable mould
Rack device 4 and ditch die set device 5 move along the horizontal radial in tunnel, it is achieved regulation cable die set device 4, ditch die set device
5 with Vertical tunnel center line distance in the horizontal direction, and then regulation ditch cable trench position so that tunnel ditch cable trough
Construction trolley 1 can adapt to the tunnel of different-diameter width, expands the range of tunnel ditch cable trough construction trolley 1.
Regulation unit 53 includes carrier bar 531, adjusting handle 532, the screw rod 533 being oppositely arranged and screw rod 534, carrier bar
531 are provided with through hole 536, and support shaft 535 is connected with wedge shape mould bases 52, wedge shape mould bases 521 respectively through through hole 536, support shaft
535, for wedge shape mould bases 52, wedge shape mould bases 521 supporting and guide effect, prevent from regulating unit to wedge shape mould bases 52 and wedge
There is skew when the spacing of shape mould bases 521 is adjusted or tilt.
Adjusting handle 532 is arranged on carrier bar 531, screw rod 533 be connected to wedge shape mould bases 52 and adjusting handle 532 it
Between, screw rod 534 is connected between wedge shape mould bases 521 and adjusting handle 532, when regulating adjusting handle 532, and screw rod 533 and spiral shell
Bar 534 rotates backward and drives wedge shape mould bases 52 and wedge shape mould bases 521 to move relative to each other or opposing moves each other, adjusting handle
532, screw rod 533 and screw rod 534 can form compound screw mechanism.
Certainly, regulation unit 53 can also include driving means, this driving means can make direct current generator, alternating current generator,
Servomotor or motor etc., be driven adjusting handle 532 by driving means.When having multiple adjusting handle
When 532, multiple adjusting handle 532 can be controlled by driving means simultaneously and be synchronized with the movement, effective minimizing regulation process
In error so that the water groove of this section of pouring ensure that the width of the whole section of pouring is in allowable error, it is ensured that construction essence
Degree.
The cylinder body of oil cylinder 54 is fixedly mounted on carrier bar 531, and the piston rod of oil cylinder 54 is fixing with spacing beam 541 to be connected,
Oil cylinder 54 is for controlling the spacing beam 541 the moving axially, by controlling spacing beam 541 and wedge shape mould bases of piston rod along oil cylinder 54
The difference in height of bottom limit wedge shape mould bases 52 and the spacing of wedge shape mould bases 521, and play wedge shape mould bases 52 and wedge-shaped die
Spacing and the positioning action of frame 521, is prevented from when when carrying out concreting, due to mutually squeezing between concrete simultaneously
Pressure causes offseting relative to position of wedge shape mould bases 52 and wedge shape mould bases 521, and then avoids the water groove after construction to occur sternly
The error of weight.
Ditch die set device 5 also includes clamping screw 55, locking nut 551, sliding sleeve part 56, guide post 561, chucking lug 57
With lead angle pipe 58.The end of guide post 561 is fixing with carrier bar 531 to be connected, and sliding sleeve part 56 is fixing with the sliding sleeve part 113 of truss 11
Connecting, sliding sleeve part 56 is socketed on guide post 561 slidably.
It is usually section construction so that the construction length of each section compares owing to carrying out the ditch cable trench construction in tunnel
Long, and then make either sidewall mould bases 31, cable mould bases 41 or wedge shape mould bases 52, wedge shape mould bases 521 be respectively provided with bigger
Length.And cable mould bases 41 is to be lifted by oil cylinder 42；Wedge shape mould bases 52, wedge shape mould bases 521 are to be carried by oil cylinder 51
Move carrier bar 531 and then drive wedge shape mould bases 52, wedge shape mould bases 521 to lift.But, cable mould bases 41, wedge shape mould bases 52,
The quality of wedge shape mould bases 521 and carrier bar 531 is the biggest, if only cable mould bases 41 being lifted, being passed through by oil cylinder 42
When wedge shape mould bases 52, wedge shape mould bases 521 are lifted by oil cylinder 51, each mould bases can be caused to shake when the moment that oil cylinder starts
And lifting process persistently rocks, and then cause construction that error occurs, or to the ditch cable trench constructed
Carrying out shock makes ditch cable trench breakage occur, results even in construction risk.And lead by arranging on cable die set device 4
To bar 47 and sliding sleeve part 471, sliding sleeve part 56 and guide post 561 are set on ditch die set device 5, it is possible to ensure that a mould bases is carrying
Vertical elevating movement can only be carried out, it is possible to effectively avoid mould bases to shake, while improving construction precision during Shenging
Avoid the construction risk produced owing to mould bases rocks.
Clamping screw 55 and locking nut 551 are arranged on the end of two wedge shape mould bases, for wedge shape mould bases 52, wedge shape
Mould bases 521 is relatively fixed, it is to avoid in concreting process, owing to the pressure produced between concrete is to two wedge shapes
When module extrudes so that the spacing between two wedge shape modules changes, and causes construction error.
First end of chucking lug 57 is fixedly mounted on the top of wedge shape module 521, and the second end of chucking lug 57 is provided with logical
Hole, carrier bar 531 is provided with the screwed hole corresponding with this through hole, when wedge shape mould bases move and to wedge shape mould bases between
When adjusting away from i.e. driving in the wrong direction, by chucking lug 57, wedge shape mould bases is positioned, record, by bolt 59 through on chucking lug 57
Through hole is attached with the screwed hole on carrier bar 531, is fixed chucking lug 57, and wedge-shaped die is erected fixing work simultaneously
With.Further, when tunnel ditch cable trough water conservancy project chassis 1 is when carrying out the construction of next tunnel construction sections to be onstructed, and chucking lug 57 can rise
Effect to labelling so that the water groove in whole tunnel can keep identical width, improves construction precision, it is ensured that construction matter
Amount.
Lead angle pipe 58 is fixedly mounted on the top of wedge shape mould bases 52, when needs carry out the demoulding to wedge shape mould bases, by right
Lead angle pipe 58 is adjusted so that lead angle pipe 58 separates with concrete with the edge of wedge shape mould bases 52 so that air can enter
Contact in cable trough and with wedge shape mould bases 52, wedge shape mould bases 521, and then wedge shape mould bases 52, wedge shape mould bases 521 were being promoted
Journey need not the atmospheric pressure overcoming confined space to be formed, reduce between water groove and wedge shape mould bases 52, wedge shape mould bases 521
Suction.When wedge shape mould bases 52, wedge shape mould bases 521 carry out the demoulding, it is not necessary to wait that the concrete of water groove solidifies completely, it is possible to have
There is breakage in the corner angle avoiding water groove of effect.
Tunnel ditch cable trough construction trolley 1 also includes anti-floating system 115, the first end of anti-floating system 115 and sliding sleeve part
113 fixing connections, the second end is separably attached with carrier bar 531.Anti-floating system 115 is jack, and jack has bigger
Top lifting force so that when carrying out the concreting of ditch cable trench, the piston rod of jack can move to carrier bar 531
And prop up carrier bar 531, prevent the buoyancy produced in casting process due to concrete from making in ditch die set device 5 generation
Floating；When carrying out the demoulding after concrete setting, it is that the piston rod of jack returns to initial position, makes the ditch die set device 5 can
Carry out the demoulding.By arranging anti-floating system 115, it is possible to avoid the occurrence of construction error, improve construction precision.Certainly, anti-floating system
115 can also be oil cylinder.
In order to ensure the stability of cylinder efficient so that the mistake that the cylinder body of oil cylinder and the length dimension of piston rod can not do
Long, just promote so that the stroke of the oil cylinder 51 of the oil cylinder 42 of cable die set device 4 and ditch die set device 5 can only meet
To leaving cable trough, the surface of water groove poured so that the oil cylinder 42 of cable die set device 4 and ditch die set device 5
The room for promotion of oil cylinder 51 is the most not enough, may cause damage to just pouring the concrete solidified.
And oil cylinder 25 is for controlling vertically lifting of whole truss 11, made when cable mould by oil cylinder 25
The stroke of the oil cylinder 42 of rack device 4 and the oil cylinder 51 of ditch die set device 5 is not enough to cable mould bases 41 and wedge shape mould bases 52, wedge
When shape mould bases 521 is promoted to enough demoulding height, oil cylinder 25 can carry out overall lifting, and then make electricity whole truss 11
Cable mould bases 41 and wedge shape mould bases 52, wedge shape mould bases 521 obtain enough demoulding spaces, are prevented effectively from cable mould bases 41 and wedge-shaped die
Frame 52, the concrete of the wedge shape mould bases 521 ditch cable trench to having solidified cause damage, it is ensured that construction safety and construction matter
Amount.
Tunnel ditch cable trough construction trolley construction method embodiment:
The construction method of tunnel ditch cable trough is based on the tunnel ditch cable trough construction trolley in upper embodiment, tunnel ditch electricity
The structure of cable groove construction trolley describes in detail in upper embodiment, therefore does not repeats.Below in conjunction with Fig. 1 to Figure 11, tunnel ditch
The construction method of cable trough construction trolley illustrates, and construction method includes
Construction trolley positioning step: poured in tunnel and carried out tunnel ditch cable in advance on the concrete road surface that solidifies
The laying of the track 118 of groove construction trolley 1, tunnel ditch cable trough construction trolley 1 is played guiding by track 118 and location is made
With.Tunnel ditch cable trough construction trolley 1 is placed on track 118, drives road wheel by the driving motor 24 of running gear 2
22 rotate, and are that tunnel ditch cable trough construction trolley 1 moves to tunnel construction sections to be onstructed, and to tunnel ditch cable trough construction trolley
The center deviation of the car load of 1 is away from positioning with elevation and adjusting.
Fixing of the forming frame and aligning step: by the Hynautio-steering 117 each oil to tunnel ditch cable trough construction trolley 1
Cylinder is controlled.First, control oil cylinder 25 by Hynautio-steering 117 and make truss sink down into setting position, then sidewall mould
Sidewall mould bases 31 is moved to layout point by oil cylinder 32 and the oil cylinder 33 of rack device 3, and passes through oil cylinder 32 and oil cylinder 33 to sidewall mould
Frame 31 positions and corrects, after sidewall mould bases 31 positions and correction completes, by Hynautio-steering 117 to oil cylinder 32,
Oil cylinder 33 is locked, and simultaneously by controlling fixing device 34, i.e. controls the piston rod of jack along the axially extended cylinder of piston rod
Body, withstands concrete road surface, completes fixing sidewall mould bases 31.
Secondly, controlling oil cylinder 114 by Hynautio-steering 117 promotes sliding sleeve part 113 along the axial shifting of support bar 111
Dynamic, and then make sliding sleeve part 113 drive cable die set device 4 and ditch die set device 5 to be axially moveable the horizontal position to design
Put.
Again, oil cylinder 51 is controlled by wedge shape mould bases 52, wedge shape mould bases 521 and regulation unit by hydraulic control system 117
53 designed elevations sinking down into water groove, by regulation adjusting handle 532 make wedge shape mould bases 52 and wedge shape mould bases 521 opposing that
This motion, after the wedge shape mould bases 521 being provided with chucking lug 57 arrives design attitude, carries out solid by bolt 59 to chucking lug 57
Fixed, and by regulation adjusting handle 532, wedge shape mould bases 52 is finely adjusted so that wedge shape mould bases 52 also arrives at design attitude.Connect
And control oil cylinder 54 by hydraulic control system 117 and make spacing beam 541 sink down into adjoin with wedge shape mould bases 52, wedge shape mould bases 521
After, wedge shape mould bases 52 and wedge shape mould bases 521 are fixed by regulation clamping screw 56 and clamping screw 561, pass through hydraulic control
Oil cylinder 51, oil cylinder 54 are locked by system 117.
Then, Hynautio-steering 117 controls oil cylinder 42 and cable mould bases 41 sinks down into the designed elevation of cable trough, and leads to
Cross oil cylinder 42 and cable mould bases 41 is carried out accurate adjustment, then pass through regulation lead angle pipe 46 and make cable mould bases 41 arrive design attitude, with
Shi Jiaohe also adjusts the spacing between cable die set device 4 and ditch die set device 5, by Hynautio-steering 117 to oil cylinder
42 lock.
Finally, the steel plate two ends end to sidewall mould bases 31, cable mould bases 41, wedge shape mould bases 52 and wedge shape mould bases 521 is utilized
It is fixing that portion carries out closure, meanwhile, lays cover plate, be ready for mixing on cable mould bases 41, wedge shape mould bases 52 and wedge shape mould bases 521
Solidifying soil pours.It should be noted that the installation correction order between above-mentioned fixing of the forming frame and each die set device of aligning step
In no particular order, naturally it is also possible to carry out simultaneously.
Concreting and curing step: the ditch cable trench groove position having set up and having blocked is carried out concrete and waters
Build, by vibrating spear, concrete is vibrated when pouring, after having poured, concrete is carried out maintenance, until concrete table
When face there is no laitance flow phenomenon after reaching certain solidification, each die set device can be carried out the demoulding, concrete curing time
It it is five to seven hours.
Die carrier demoulding step: each oil cylinder of tunnel ditch cable trough construction trolley is carried out by Hynautio-steering 117
Control.First, the end, two ends to sidewall mould bases 31, cable mould bases 41, wedge shape mould bases 52 and wedge shape mould bases 521 is used for blocking admittedly
Fixed steel plate is removed.
Then, unclamp fixing lead angle pipe 46 by adjusting nut 45, positioning set square 44 is taken off simultaneously, and mobile
Lead angle pipe 46 so that lead angle pipe 46 separates with concrete with the edge of cable mould bases 41, reduce cable trough and cable mould bases 41 it
Between suction.Then pass through Hynautio-steering 117 to control oil cylinder 42 cable mould bases 41 is promoted initial position, make cable mould bases
41 separate with the cable trough poured.
Then, with reference to Fig. 9 to Figure 11, by lead angle pipe 58 is adjusted so that lead angle pipe 58 and wedge shape mould bases 52
Edge separates with concrete so that air can enter in cable trough and contact with wedge shape mould bases 52, wedge shape mould bases 521, and then
Make wedge shape mould bases 52, wedge shape mould bases 521 need not the atmospheric pressure overcoming confined space to be formed in lifting process, reduce water
Suction between groove and wedge shape mould bases 52, wedge shape mould bases 521.Regulation clamping screw 56 and clamping screw 561 unclamp wedge shape
Mould bases 52 and wedge shape mould bases 521 fixing, then passes through hydraulic control system 117 and controls oil cylinder 54 and make spacing beam 541 be promoted to
Initial position, makes spacing beam 541 separate with wedge shape mould bases 52, wedge shape mould bases 521.Unclamp bolt 59 chucking lug 57 is fixed
And make wedge shape mould bases 52 and wedge shape mould bases 521 move relative to each other by regulation adjusting handle 532, pass through hydraulic control system
117 control oil cylinder 51 promotes initial position by wedge shape mould bases 52, wedge shape mould bases 521 and regulation unit 53, makes wedge shape mould bases 52, wedge
Shape mould bases 521 separates with the water groove poured.
Then, unclamp fixing device 34, i.e. control the piston rod of jack along piston rod in being recycled to cylinder body so that
Piston rod separates with concrete road surface, releases fixing sidewall mould bases 41.Then pass through Hynautio-steering 117 and control sidewall
Sidewall mould bases 31 is moved to initial position by oil cylinder 32 and the oil cylinder 33 of die set device 3, makes sidewall mould bases 31 and ditch cable trench
Sidewall separate.
Finally, controlling to control oil cylinder 114 after oil cylinder 25 makes truss 11 be promoted to initial position pulls sliding sleeve part 113 along support
Moving axially of bar 111, so make sliding sleeve part 113 drive cable die set device 4 and ditch die set device 5 be axially moveable to
Initial horizontal level, completes the construction of the ditch cable trench to this tunnel construction sections.
Repeat above-mentioned construction trolley positioning step, fixing of the forming frame and aligning step, concreting and curing step and mould
Frame demoulding step carries out ditch cable trench to next tunnel construction sections to be onstructed and pours, until completing the ditch cable trench in whole tunnel
Construction.
From such scheme, the construction method of this tunnel ditch cable trough construction trolley is compared with prior art, it is possible to
Farthest save manual labor, the demoulding time shortening each mould bases and construction period, additionally it is possible to ditch when preventing the demoulding
Bursting apart occurs in cable trough, damaged, this tunnel ditch cable trough construction trolley and construction method thereof are respectively provided with that construction precision is high, the demoulding
The advantage that time is short and the construction period is short.
Finally it is emphasized that and the foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, right
For those skilled in the art, the present invention can have various change and a change, all within the spirit and principles in the present invention,
Any modification, equivalent substitution and improvement etc. done, should be included within the scope of the present invention.
Claims (10)
1. a tunnel ditch die set device, including the first oil cylinder, it is characterised in that:
Described ditch die set device also includes
Regulation unit, described regulation unit includes carrier bar, adjusting handle and two screw rods being oppositely arranged, described adjusting handle
Being arranged on described carrier bar, described carrier bar is hinged with the end of described first oil cylinder；
The wedge shape mould bases that two are oppositely arranged, each described screw rod is connected to described adjusting handle and a described wedge shape mould bases
Between；
Support shaft, described support shaft is connected through described carrier bar is fixing with two described wedge shape mould bases respectively.
Ditch the most according to claim 1 die set device, it is characterised in that:
Described ditch die set device also includes that the second oil cylinder and spacing beam, the cylinder body of described second oil cylinder are arranged on described carrier bar
On, the piston rod of described second oil cylinder is fixing with described spacing beam to be connected.
Ditch the most according to claim 2 die set device, it is characterised in that:
Described ditch die set device also includes chucking lug, and described chucking lug is fixing with the top of described wedge shape mould bases to be connected.
Ditch the most according to claim 3 die set device, it is characterised in that:
Described ditch die set device also includes lead angle pipe, and described lead angle pipe is fixing with described top to be connected.
Ditch the most according to claim 4 die set device, it is characterised in that:
Described ditch die set device also includes sliding sleeve part and guide post, and described guide post is hinged with described carrier bar, described sliding sleeve
Part is socketed on described guide post.
6. according to the ditch die set device described in any one of claim 1 to 5, it is characterised in that:
Described ditch die set device also includes that clamping screw and locking nut, described clamping screw are connected to described locking nut
Between two described wedge shape mould bases.
7. according to the ditch die set device described in any one of claim 1 to 5, it is characterised in that:
Described regulation unit also includes driving means, and described driving means is to described adjusting handle output power and drives regulation hands
Wheel rotates.
8. the tunnel construction method of ditch die set device, it is characterised in that:
Described ditch die set device includes the first oil cylinder, regulation unit and two wedge shape mould bases being oppositely arranged, described oil cylinder
End is hinged with described regulation unit, described regulation unit spacing between two described wedge shape mould bases of regulation；
Described construction method includes:
Described to described regulation unit and two wedge shape mould bases is transferred setting to tunnel ditch groove by the piston rod of described first oil cylinder
Meter height, by the design width of the spacing between described regulation unit two described wedge shape mould bases of regulation to tunnel ditch groove,
The position of two described wedge shape mould bases is corrected；
Construction area residing for two described wedge shape mould bases is carried out closure fixing, with concrete, described construction area is watered
Build and by vibrating spear, concrete vibrated, after having poured, concrete being carried out maintenance；
After concrete setting, described regulation unit regulation two described wedge shape mould bases between spacing to the first initial position,
Described to described regulation unit and two wedge shape mould bases is promoted to the second initial position by the piston rod of described first oil cylinder.
Construction method the most according to claim 8, it is characterised in that:
Described regulation unit includes carrier bar, adjusting handle and two screw rods being oppositely arranged, and described adjusting handle is arranged on institute
Stating on carrier bar, described carrier bar is hinged with the end of described first oil cylinder；
Each described screw rod is connected between described adjusting handle and a described wedge shape mould bases.
Construction method the most according to claim 9, it is characterised in that:
Described ditch die set device also includes support shaft, described support shaft through described carrier bar respectively with two described wedge-shaped dies
Frame is fixing to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610708624.8A CN106050271B (en) | 2016-08-23 | 2016-08-23 | A kind of tunnel ditch die set device and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610708624.8A CN106050271B (en) | 2016-08-23 | 2016-08-23 | A kind of tunnel ditch die set device and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106050271A true CN106050271A (en) | 2016-10-26 |
| CN106050271B CN106050271B (en) | 2018-03-02 |
Family
ID=57195370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610708624.8A Expired - Fee Related CN106050271B (en) | 2016-08-23 | 2016-08-23 | A kind of tunnel ditch die set device and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106050271B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852559A (en) * | 2020-07-20 | 2020-10-30 | 涪特智能装备（重庆）有限公司 | Groove mold core and groove mold |
| CN114439544A (en) * | 2022-02-23 | 2022-05-06 | 中国十七冶集团有限公司 | Intelligent production device for tunnel inverted arch central drainage ditch and use method |
| EP4159975A1 (en) * | 2021-10-01 | 2023-04-05 | Sointek S.r.l. | Equipment for supporting and moving formworks for building tunnels |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5513670B1 (en) * | 2013-11-22 | 2014-06-04 | 株式会社竹中土木 | Fiber substrate for placing concrete, etc. |
| CN204253058U (en) * | 2014-11-05 | 2015-04-08 | 刘倩 | A kind of tunnel ground groove shaping equipment |
| CN204357451U (en) * | 2014-12-25 | 2015-05-27 | 重庆飞扬彤机械制造有限公司 | Automatic groove forming supporter |
| CN105114103A (en) * | 2015-09-07 | 2015-12-02 | 中铁四局集团第四工程有限公司 | Rail-traveling type hydraulic ditch cable trench trolley formwork system |
| CN205445632U (en) * | 2016-03-23 | 2016-08-10 | 中铁隧道集团二处有限公司 | Hang commentaries on classics formula ditch cable groove built -up plate |
| CN206035501U (en) * | 2016-08-23 | 2017-03-22 | 中铁十九局集团第七工程有限公司 | Tunnel water ditch die carrier device |
-
2016
- 2016-08-23 CN CN201610708624.8A patent/CN106050271B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5513670B1 (en) * | 2013-11-22 | 2014-06-04 | 株式会社竹中土木 | Fiber substrate for placing concrete, etc. |
| CN204253058U (en) * | 2014-11-05 | 2015-04-08 | 刘倩 | A kind of tunnel ground groove shaping equipment |
| CN204357451U (en) * | 2014-12-25 | 2015-05-27 | 重庆飞扬彤机械制造有限公司 | Automatic groove forming supporter |
| CN105114103A (en) * | 2015-09-07 | 2015-12-02 | 中铁四局集团第四工程有限公司 | Rail-traveling type hydraulic ditch cable trench trolley formwork system |
| CN205445632U (en) * | 2016-03-23 | 2016-08-10 | 中铁隧道集团二处有限公司 | Hang commentaries on classics formula ditch cable groove built -up plate |
| CN206035501U (en) * | 2016-08-23 | 2017-03-22 | 中铁十九局集团第七工程有限公司 | Tunnel water ditch die carrier device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852559A (en) * | 2020-07-20 | 2020-10-30 | 涪特智能装备（重庆）有限公司 | Groove mold core and groove mold |
| EP4159975A1 (en) * | 2021-10-01 | 2023-04-05 | Sointek S.r.l. | Equipment for supporting and moving formworks for building tunnels |
| CN114439544A (en) * | 2022-02-23 | 2022-05-06 | 中国十七冶集团有限公司 | Intelligent production device for tunnel inverted arch central drainage ditch and use method |
| CN114439544B (en) * | 2022-02-23 | 2024-05-14 | 中国十七冶集团有限公司 | Tunnel inverted arch central drainage ditch intelligent production device and use method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106050271B (en) | 2018-03-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106223980A (en) | A kind of construction method of tunnel ditch cable trough construction trolley | |
| CN106812120B (en) | Hydraulic self-lifting truss type cantilever heavy arch dam template system | |
| CN102561681B (en) | Casting molding template and casting molding process for constructional columns of infilled walls | |
| CN109653771B (en) | Tunnel arch ring and cable trench side wall two-lining steel mould trolley | |
| CN109968499A (en) | A kind of T-type beam pours particular manufacturing craft and its application method | |
| CN205676844U (en) | A kind of for one-piece casting trench furrow bank with the molding sliding formwork of base plate | |
| CN204253058U (en) | A kind of tunnel ground groove shaping equipment | |
| CN201962944U (en) | Hydraulic climbing formwork for building construction | |
| CN106050271A (en) | Ditch formwork device for tunnel and construction method of ditch formwork device | |
| CN114182952A (en) | Prefabricated part formwork system and operation method thereof | |
| CN210712594U (en) | Culvert platform truck | |
| CN106089256A (en) | Ditch cable trench construction trolley and construction method, tunnel cable die set device | |
| CN206035501U (en) | Tunnel water ditch die carrier device | |
| CN206053965U (en) | A kind of tunnel ditch cable trough construction trolley | |
| CN106089257B (en) | A kind of tunnel ditch cable trough construction trolley | |
| CN103114572A (en) | Underground diaphragm wall guide wall movable mold frame | |
| CN111042835B (en) | Tunnel cable ditch and ditch construction trolley and construction method thereof | |
| CN206035502U (en) | Cable die carrier device and ditch cable duct construction trolley car for tunnel | |
| CN108005684B (en) | Separated steel mould trolley and construction method thereof | |
| CN207526507U (en) | A kind of mobile formwork for being used to pour into a mould tunnel Central drain | |
| CN101457587B (en) | Template mutually lifting climbing apparatus and method | |
| CN106812121B (en) | Mold stripping and closing device for self-climbing cantilever template | |
| CN115110765A (en) | Construction method and device for shear wall at deformation joint | |
| CN213115483U (en) | Construction structure | |
| CN107191205A (en) | Tunnel side wall inverted arch concrete cyclization cast automatic moving full arc template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 |