CN207161115U - It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel - Google Patents
It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel Download PDFInfo
- Publication number
- CN207161115U CN207161115U CN201721222194.5U CN201721222194U CN207161115U CN 207161115 U CN207161115 U CN 207161115U CN 201721222194 U CN201721222194 U CN 201721222194U CN 207161115 U CN207161115 U CN 207161115U
- Authority
- CN
- China
- Prior art keywords
- door frame
- crossbeam
- connection
- tunnel
- arch
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel,Belong to technical field of tunnel construction,The arch external mold that can solve to occur in existing work progress floats,The problem of skew,And low construction efficiency,Seam is more,Appearance is poor,And tie rod hole infiltration risk it is high the problem of,Including door frame crossbeam,Door frame longeron,Door frame arc bearing diagonal and door frame supporting leg,Moving assembly includes transversely-moving rack crossbeam,Transversely-moving rack longeron,Hydraulic jack I and hydraulic jack II,The both ends of arc formwork are located at the top of tunnel side wall respectively,Arc formwork is connected by some shuttering supporting screw mandrels with door frame arc bearing diagonal,The both ends of door frame crossbeam are connected by the fender post in cross beam support screw mandrel and tunnel respectively,Door frame longeron is connected with one end of door frame supporting leg,One end of door frame arc bearing diagonal is connected with door frame crossbeam,One end of door frame supporting leg connects with door frame crossbeam.The utility model efficiency of construction is high, construction safety.
Description
Technical field
The utility model belongs to technical field of tunnel construction, and in particular to a kind of arch for being used to go along with sb. to guard him pile cutoff open trench tunnel
Outer mould trolley.
Background technology
With the development of China's traffic transport industry, occur it is more and more under wear the tunnel of floor planning building, and
Length is long, and buried depth need to use the method for long range open-cut foundation ditch to be constructed than shallower.When deep basal pit using drilled pile+
When cross-brace carries out supporting, because the cross-brace number of plies is more, lining cutting one-off construction is hindered, it is necessary to be supportted supporting, both
First construct after abutment wall, stull has been supported on abutment wall, then arch of constructing.Because tunnel is open-cut, construct arch when remove
Outside arch inner template chassis, also arch external mold need to be installed in vault, and arch external mold will bear concrete buoyancy and imbalance
Unbalanced pressure caused by casting concrete, the problems such as Form floating can be produced, offset.If use fritter assembly arc mould
Plate, pull bar is reinforced and constructed, then there can be low construction efficiency, seam is more, and appearance is poor, and tie rod hole infiltration risk is high
The shortcomings of.
The content of the invention
The utility model is directed to the problem of arch external mold occurred in existing work progress floats, offset, and construction effect
The problem of rate is low, and seam is more, and appearance is poor, and tie rod hole infiltration risk is high, there is provided a kind of suitable abutment wall has been constructed completion, and two
There is a building enclosure side, and mould trolley outside self-propelled arch under cross-brace operating mode is arranged at top.For going along with sb. to guard him pile cutoff open trench tunnel
Mould trolley outside arch.
The utility model adopts the following technical scheme that：
It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, including arc formwork, door frame component, moving assembly
And anchoring rod；
Wherein door frame component includes door frame crossbeam, door frame longeron, door frame arc bearing diagonal and door frame supporting leg, moving assembly bag
Include transversely-moving rack crossbeam, transversely-moving rack longeron, the hydraulic jack II for traversing hydraulic jack I and for lifting, arc mould
The both ends of plate are located at the top of tunnel side wall respectively, and arc formwork is connected by some shuttering supporting screw mandrels and door frame arc bearing diagonal
Connect, the both ends of door frame crossbeam are connected by the fender post in cross beam support screw mandrel and tunnel respectively, door frame longeron and door frame supporting leg
One end is connected, and one end of door frame arc bearing diagonal is connected with door frame crossbeam, and one end of door frame supporting leg connects with door frame crossbeam；
One end of transversely-moving rack longeron is connected with transversely-moving rack crossbeam, and the other end is connected with door frame crossbeam, hydraulic jack I and horizontal stroke
One end connection of frame crossbeam is moved, one end of hydraulic jack II connects with transversely-moving rack crossbeam, and the other end connects with arc formwork；
The door frame supporting leg bottom is provided with walking system, and walking system includes walking cross girders, travelling wheel, track and motor, walked
One end of cross girders is connected with door frame supporting leg, and travelling wheel is located in track, and motor is connected with travelling wheel.
One end of the anchoring rod and the abutment wall in tunnel are connected, and the other end is connected with travelling wheel.
The radian of the door frame arc bearing diagonal is consistent with the radian of arc formwork.
The arc formwork is provided with the shaped steel back rib of some vertical and horizontal.
The arc formwork is provided with the window that vibrates of some interlaced arrangements.
The quantity of the travelling wheel is 14 groups.
The beneficial effects of the utility model are as follows：
1. the utility model principle is simple, easy to operate, lifted by hydraulic jack drive integral mold plate and traversing,
Walked by motor driven template, improve efficiency of construction.
2. by support screw, anchoring rod reinforcing template, it on the one hand ensure that template is non-rising, not sidesway, the opposing party
Face is avoided to drawing the mode reinforced to leave infiltration hidden danger.
3. it is tightly big without faulting of slab ends, rigidity that monoblock type arc formwork radian meets design requirement, seam, concrete ensure that
Surface aesthetic.
4. can be below building enclosure cross-brace by ensure that security of foundation ditch construction.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model longitudinal plane structure schematic diagram；
Wherein：1- arc formworks；2- door frame crossbeams；3- door frame longerons；4- door frame arc bearing diagonals；5- door frame supporting legs；6-
Transversely-moving rack crossbeam；7- transversely-moving rack longerons；8- hydraulic jacks I；9- hydraulic jacks II；10- abutment walls；11- shuttering supporting screw mandrels；
12- cross beam support screw mandrels；13- fender posts；14- walks cross girders；15- travelling wheels；16- tracks；17- motors；18- anchoring rods；19-
Vibrate window；20- Guan Liang stulls.
Embodiment
With reference to accompanying drawing, the utility model is described further.
It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, including arc formwork 1, door frame component, mobile group
Part and anchoring rod 18；The arc formwork 1 is steel plate, according to the design of tunnel structure external dimensions, is process, is carried on the back in template
The shaped steel back rib of portion's increase vertically and horizontally resistance to deformation, in template interlaced arrangement concreting vibrate window 19.
Wherein door frame component is the support frame of arc formwork 1, is designed, adopted according to working space size, loading characteristic etc.
Processed and connected with shaped steel such as I-steel, set 7 groups according to one-off construction length, using crossbeam, walk cross girders and link into an integrated entity, wrap
Door frame crossbeam 2, door frame longeron 3, door frame arc bearing diagonal 4 and door frame supporting leg 5 are included, moving assembly moves for drive arc formwork 1
Structure, including using Steel section member make transversely-moving rack crossbeam 6, using Steel section member make transversely-moving rack longeron 7, for horizontal stroke
The hydraulic jack I 8 of shifting and the hydraulic jack II 9 for lifting, the both ends of arc formwork 1 are respectively positioned at tunnel side wall 10
Top, arc formwork 1 are connected by some shuttering supporting screw mandrels 11 and door frame arc bearing diagonal 4, the both ends difference of door frame crossbeam 2
It is connected by cross beam support screw mandrel 12 with the fender post 13 in tunnel, door frame longeron 3 is connected with one end of door frame supporting leg 5, door frame arc
One end of shape bearing diagonal 4 is connected with door frame crossbeam 2, and one end of door frame supporting leg 5 and door frame crossbeam 2 connect；
One end of transversely-moving rack longeron 7 is connected with transversely-moving rack crossbeam 6, and the other end is connected with door frame crossbeam 2, hydraulic jack I 8
Connected with one end of transversely-moving rack crossbeam 6, one end of hydraulic jack II 9 and transversely-moving rack crossbeam 6 connect, other end top pick end with
The external mold of arc formwork 1 is articulated and connected；
The bottom of door frame supporting leg 5 is provided with walking system, and walking system includes walking cross girders 14, travelling wheel 15, the and of track 16
Motor 17, the one end for walking cross girders 14 are connected with door frame supporting leg 5, and travelling wheel 15 is located in track 16, and motor 17 connects with travelling wheel 15
Connect.
The anchoring rod 18 is the resistance to plucking screw rod being embedded on abutment wall 10, for fixing chassis, ensures that chassis is non-rising,
The abutment wall 10 in one end and tunnel is connected, and the other end is connected with travelling wheel 15.
The radian of the door frame arc bearing diagonal 4 is consistent with the radian of arc formwork 1.
The quantity of the travelling wheel 15 is 14 groups.Wherein 2 pairs respectively configure a motor 17, can drive chassis on track 16
Walking.
The cross beam support screw mandrel 12 is helical screw, it is therefore intended that plays bracing reinforcement by spiral expanding bar length and makees
With.It can ensure that sidesway phenomenon does not occur in concreting process for chassis.
The course of work of the present utility model is as follows：Outer mould trolley total height design is in the top of abutment wall 10 and building enclosure Guan Liang
Between the Guan Liang stull 20 at place, worked platform, and the pre-buried anchor in 10 casting concrete of abutment wall using completed abutment wall 10
Gu pull bar 18, track 16 is laid on completed abutment wall 10, then chassis is arranged on track 16, by the He of anchoring rod 18
The travelling wheel 15 of chassis is connected.Arc is adjusted by the lifting of hydraulic jack II and the transverse translation of hydraulic jack I
The position of template 1, it is in place after by the strengthening arc-shaped template 1 of shuttering supporting screw mandrel 11, chassis is fixed not by cross beam support screw mandrel 12
Sidesway, it is non-rising that chassis is fixed by anchoring rod 18.After the completion of chassis is reinforced, pass through the concreting on arc formwork 1
The window 19 that vibrates carries out concreting and vibrated, and after concrete meets intensity requirement, unclamps shuttering supporting screw mandrel 11 and crossbeam branch
Support wire bar 12, arc formwork 1 is lifted by hydraulic jack II 9, motor 17 starts, and drives travelling wheel 15 to work, and chassis is along rail
Road 16 is moved to next working face.
Claims (7)
1. a kind of be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Including arc formwork（1）, door frame
Component, moving assembly and anchoring rod（18）；
Wherein door frame component includes door frame crossbeam（2）, door frame longeron（3）, door frame arc bearing diagonal（4）With door frame supporting leg（5）, move
Dynamic component includes transversely-moving rack crossbeam（6）, transversely-moving rack longeron（7）, for traversing hydraulic jack I（8）With the liquid for lifting
Press jack II（9）, arc formwork（1）Both ends be located at tunnel side wall respectively（10）Top, arc formwork（1）By some
Shuttering supporting screw mandrel（11）With door frame arc bearing diagonal（4）Connection, door frame crossbeam（2）Both ends pass through cross beam support screw mandrel respectively
（12）With the fender post in tunnel（13）Connection, door frame longeron（3）With door frame supporting leg（5）One end connection, door frame arc bearing diagonal
（4）One end and door frame crossbeam（2）Connection, door frame supporting leg（5）One end and door frame crossbeam（2）Connection；
Transversely-moving rack longeron（7）One end and transversely-moving rack crossbeam（6）Connection, the other end and door frame crossbeam（2）Connection, hydraulic jack
Ⅰ（8）With transversely-moving rack crossbeam（6）One end connection, hydraulic jack II（9）One end and transversely-moving rack crossbeam（6）Connection, the other end
And arc formwork（1）Connection.
It is 2. according to claim 1 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State door frame supporting leg（5）Bottom is provided with walking system, and walking system includes walking cross girders（14）, travelling wheel（15）, track（16）And electricity
Machine（17）, walk cross girders（14）One end and door frame supporting leg（5）Connection, travelling wheel（15）Positioned at track（16）It is interior, motor（17）With
Travelling wheel（15）Connection.
It is 3. according to claim 2 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State anchoring rod（18）One end and tunnel abutment wall（10）Connection, the other end and travelling wheel（15）Connection.
It is 4. according to claim 1 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State door frame arc bearing diagonal（4）Radian and arc formwork（1）Radian it is consistent.
It is 5. according to claim 1 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State arc formwork（1）It is provided with the shaped steel back rib of some vertical and horizontal.
It is 6. according to claim 1 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State arc formwork（1）It is provided with the window that vibrates of some interlaced arrangements（19）.
It is 7. according to claim 2 a kind of for going along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel, it is characterised in that：Institute
State travelling wheel（15）Quantity be 14 groups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721222194.5U CN207161115U (en) | 2017-09-22 | 2017-09-22 | It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721222194.5U CN207161115U (en) | 2017-09-22 | 2017-09-22 | It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207161115U true CN207161115U (en) | 2018-03-30 |
Family
ID=61723507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721222194.5U Expired - Fee Related CN207161115U (en) | 2017-09-22 | 2017-09-22 | It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207161115U (en) |
-
2017
- 2017-09-22 CN CN201721222194.5U patent/CN207161115U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109538238B (en) | Tunnel arch prefabricated segment construction device and control method | |
| CN104533456B (en) | Super-large section chamber reinforced concrete modelling construction method | |
| CN110513125B (en) | Inner and outer mould trolley lining system for open cut underdrain | |
| CN113235472B (en) | Concrete placement platform truck is contained to apron | |
| CN109113765A (en) | A kind of Rectangular Tunnel lining template trolley for baffle and its construction | |
| CN205676844U (en) | A kind of for one-piece casting trench furrow bank with the molding sliding formwork of base plate | |
| CN108561156B (en) | Separated tunnel arch-changing supporting structure and construction method thereof | |
| CN211573539U (en) | Template trolley for railway tunnel center ditch construction | |
| CN204851287U (en) | Big section moving as a whole formula formwork support | |
| CN206409242U (en) | Tunnel double-lining formwork jumbo | |
| CN216305944U (en) | Template trolley system suitable for construction of small-section double-bin underground excavation tunnel lining | |
| CN104453951A (en) | Combined lining formwork trolley for subway station | |
| CN213510645U (en) | PBA secretly digs platform truck support template system that station side span was just propped up and is encircleed | |
| CN209067225U (en) | A kind of Rectangular Tunnel lining template trolley for baffle | |
| CN107447771A (en) | A kind of land bearing platform construction system and construction method | |
| CN207161115U (en) | It is a kind of to be used to go along with sb. to guard him mould trolley outside the arch of pile cutoff open trench tunnel | |
| CN109371851B (en) | Groove making machine with multiple bottom die head cover supporting frames | |
| CN105298147A (en) | Ultra-deep foundation pit spiral descending quick material transportation passage and construction method thereof | |
| CN212563258U (en) | Lining trolley with functions of transporting and lifting | |
| CN210637087U (en) | Inner and outer mould trolley lining system for open-cut underground canal | |
| CN210256628U (en) | Self-adaptive outer mold system for prefabricating concrete | |
| CN113047189A (en) | Movable formwork for culvert construction | |
| CN112177631A (en) | Construction method for lake bottom single-box three-chamber folded plate box culvert and integral trolley system | |
| CN205977238U (en) | Small cross section's flexible formworking jumbo is walked to tunnel section of widening platform truck | |
| CN219638842U (en) | A inside and outside mould platform truck combination for oversized section open cut tunnel major structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |