CN205823300U - A kind of construction equipment of ditch cable trench in double track tunnel - Google Patents
A kind of construction equipment of ditch cable trench in double track tunnel Download PDFInfo
- Publication number
- CN205823300U CN205823300U CN201620658588.4U CN201620658588U CN205823300U CN 205823300 U CN205823300 U CN 205823300U CN 201620658588 U CN201620658588 U CN 201620658588U CN 205823300 U CN205823300 U CN 205823300U
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- template
- ditch
- oil cylinder
- cable trench
- vertical
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Abstract
The utility model discloses a kind of construction equipment of ditch cable trench in double track tunnel, including gate main couple, the outside of two vertical beams of gate main couple is respectively arranged with the adjustable horizontal outrigger of high and low position, laterally outrigger is provided with template connection system, the lower section of template connection system arranges ditch cable trench template, and the bottom of vertical beam arranges running gear；Template connection system includes the translation oil cylinder being arranged on horizontal outrigger beam and four vertical oil cylinders and is arranged on the sidesway oil cylinder of vertical beam bottom outside；Ditch cable trench template includes side template, ditch case mould, communication cable tank mould and the power cable tank mould controlled by template connection system.Using each construction operation of this utility model equipment to have only to install rail, after chassis is in place, full automatic working carries out the in place of template, is not required to assembly and form removal, quick construction, reduces construction cost, decreases labour force.
Description
Technical field
This utility model relates to the construction equipment of ditch cable trench in a kind of tunnel.
Background technology
Along with the progress of science and technology, the construction of my Tunnel Engineering is increasing and requires more and more stricter to engineering construction.
By mechanization and construction technology and the combination of construction technology science, it it is the inexorable trend of Tunnel Engineering development.And it is new science and technology, new
Technique, new diseases have promoted the fast development of engineering machinery, equipment automatization and intellectuality have been done step-by-step, have improve
The efficiency of construction, reduces cost.
Utility model content
For prior art, this utility model provides a kind of construction equipment of ditch cable trench in double track tunnel, can
Realizing ditch cable trench one-shot forming, it is possible to realize the automatic vertical shift of whole equipment, each Template Location is accurate, automaticity
Height, can improve work efficiency and the safety of construction and operability, reduce construction cost.
A kind of construction equipment of ditch cable trench in double track tunnel that the utility model proposes, including gate main truss
Frame, described gate main couple is made up of the vertical beam of main beam and described main beam both sides, at the interior angle of described gate main couple
Being provided with interior bearing diagonal, the outside of vertical beam is respectively arranged with the adjustable horizontal outrigger of high and low position, and described horizontal outrigger is with described
Being provided with outer bearing diagonal between vertical beam, described outer bearing diagonal is provided with the screw mandrel of adjustable length, and described horizontal outrigger is provided with
Template connection system, the lower section of described template connection system arranges ditch cable trench template, and the bottom of described vertical beam arranges row
Walking system；Described template connection system includes being arranged on a translation oil cylinder on described horizontal outrigger beam and four vertical oil cylinders
With the sidesway oil cylinder being arranged on vertical beam bottom outside；Described ditch cable trench template includes side template, ditch case mould, communication
Cable tank mould and power cable tank mould；The position of described side template is by described translation oil cylinder, a vertical oil cylinder and institute
Stating sidesway oil cylinder to control, the position of described ditch case mould, communication cable tank mould and power cable tank mould is by described translation
Oil cylinder and the vertical oil cylinder of the other three control.
This utility model is the construction equipment of ditch cable trench in double track tunnel, wherein, and the height of described gate main couple
Degree and insied width meet constructing tunnel vehicle to be passed through to require, described gate main couple also includes that two sets are for increasing main beam length
Extension, a length of 20cm of the most a set of extension, a length of 40cm of another set of extension, on described main beam,
The side being positioned at installation extension is provided with bearing diagonal connecting plate.
Compared with prior art, provide the benefit that:
In tunnel ditch cable trough traditional construction, main using fritter template to carry out assembly, globality is poor, model sheetinstallat and
Reinforcing supports, form removable is the longest, and often circulation construction formwork uses and manually has bad luck, and efficiency of construction is low, and often circulation is constructed week
About 3 days phases；In employing this utility model tunnel, the construction equipment of ditch cable trench is constructed, after integral device installation,
Construction operation has only to install rail every time, after equipment is in place, operation is performed fully automatic and carries out the in place of each template, it is not necessary to spell
Installation and dismantling removing template, quick construction, often circulation construction period 1 day.
Use this utility model construction equipment of ditch cable trench in double track tunnel, it is possible to one-time-concreting molding, keep away
Exempt from owing to work progress occurring " race mould " phenomenon and the problem that affects tunnel ditch cable construction quality.This utility model tunnel
It is convenient that interior ditch cable trench construction equipment is installed, and the suitability is strong, and it is safe, practical, efficient, strong operability；Reduce and be constructed into
This, good in economic efficiency.
Accompanying drawing explanation
Fig. 1 is this utility model front view of ditch cable trench construction equipment in tunnel；
Fig. 2 is the side view of ditch cable trench construction equipment shown in Fig. 1；
Fig. 3 is the top view of ditch cable trench construction equipment shown in Fig. 1.
In figure: 1-gate main couple, the horizontal outrigger of 2-, 3-template connection system, 4-ditch cable trench template, 5-Running System
System, the outer bearing diagonal of 6-, bearing diagonal in 7-, 8-sidesway oil cylinder, 9-extension, bearing diagonal connecting plate in 10-, the vertical oil cylinder of 11-,
12-translation oil cylinder.
Detailed description of the invention
Describe in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2 and Figure 3, a kind of construction of ditch cable trench in double track tunnel that the utility model proposes
Equipment, including gate main couple 1, described gate main couple 1 is made up of the vertical beam of main beam and described main beam both sides, described
Being provided with interior bearing diagonal 7 at the interior angle of gate main couple 1, the outside of vertical beam is respectively arranged with the adjustable horizontal outrigger of high and low position
2, it is provided with outer bearing diagonal 6 between described horizontal outrigger 2 and described vertical beam, described outer bearing diagonal 6 is provided with adjustable length
Screw mandrel, described horizontal outrigger 2 is provided with template connection system 3, and the lower section of described template connection system 3 arranges ditch cable trench mould
Plate 4, the bottom of described vertical beam arranges running gear 5.
Described template connection system 3 include the translation oil cylinder 12 that is arranged on described horizontal outrigger 2 and four vertical
Oil cylinder 11 and the sidesway oil cylinder 8 being arranged on vertical beam bottom outside.
Described ditch cable trench template 4 includes side template, ditch case mould, communication cable tank mould and power cable tank
Mould；The position of described side template is controlled by 12, vertical oil cylinder 11 of described translation oil cylinder and described sidesway oil cylinder 8, in order to
Adjusting stablizing of side plate template, the quantity of described sidesway oil cylinder 8 is 8.Described ditch case mould, communication cable tank mould and electric power
The position of cable tank mould is controlled by described translation oil cylinder 12 and the vertical oil cylinder of the other three 11.
Described running gear 5 includes the rail laid and is arranged on the road wheel of vertical beam bottom, and described running gear is adopted
Use driven by power.
In order to meet constructing tunnel vehicle by requiring, the height of the described gate main couple 1 in this utility model and interior
Wide sometimes for adjustment, therefore, described gate main couple 1 also includes that two sets are for increasing the extension 9 of main beam length, wherein
The a length of 20cm of a set of extension, a length of 40cm of another set of extension, on described main beam, be positioned at installation extension
The side of 9 is provided with interior bearing diagonal connecting plate 10.
Embodiment:
During design, it is contemplated that the laterally length of outrigger, in the present embodiment, the post-tunnel clear span of horizontal outrigger 2 is 12.7m,
Gate main couple width is 7.7m, crossbeam be the overall width of 2.1m, i.e. equipment be 11.9m, unilateral consider 40cm headspace,
This space considers high-pressure air hose, high-pressure water pipe and ventilation duct width.Each template in described ditch cable trench template and case mould root
It is designed according to the degree of depth, the width of design drawing, it is considered to be convenient in demoulding the trapezoidal setting of case mould, goes to the bottom and relatively go up the shortening of bill kept on file side
2cm, i.e. 4cm.
Laterally outrigger 2 and template connection system 3 take into full account tunnel clear span when arranging, be lined with certain safety away from
From, the elevation of the Control architecture of each vertical oil cylinder 11 in its template connection system 3, when arranging, it is considered to high pressure during constructing tunnel
Airduct, high-pressure water pipe and ventilation duct space, be designed as using connecting plate by horizontal outrigger 2 according to construction demand in this utility model
Realize the adjustable crossbeam in elevation direction.
The spacing of each template (case mould) is fixed by ditch cable trench template system 4 by horizontal outrigger, ditch cable trench
Side template in template system 4, increases according to Ballast track, the non-fragment orbit of Design of Railway Tunnel, this line without
In tiny fragments of stone, coal, etc. track, rail apex distance is from filling face 51.5cm, and Ballast track is 77cm, and discrepancy in elevation 25.5cm uses seamless spliced technology, interval
Welding lengthens；Communication cable groove, due to location general in tunnel and location, interval, station discrepancy in elevation 10cm, uses 2 I10 works
Word steel and 8mm steel plate improve, and use the welding of seamless spliced technology, clear width to increase.In construction to non-fragment orbit
When location, general location, side form elongated portion, ditch cable trench Elevated section are removed.
According to tunnel construction environment and construction content, in tunnel, ditch cable trench construction equipment uses process as follows:
Equipment carries out an acceptance inspection after being completed, and checks whether each size meets design requirement, by ditch cable trench sideline
Carry out setting-out, be marked every 6 meters.Equipment center line coincides with tunnel centrage, determines that the paving location of rail is carried out
Lay a railway track, mobile device to the construction location specified, owing to ditch cable trench template is fixed by template connection system, its
In, the spacing between side template, ditch tank mould, communication cable tank mould and power cable tank mould according to design require into
Row is fixing, by horizontal outrigger 2, according to surveying and locating ditch cable trench sideline, side template is carried out location when being accurately positioned
Can, on elevation, adjust template elevation by vertical oil cylinder 11.Positioned after-pouring concrete, by each template, case mould it
Between gap carry out primary concreting, in casting process use Φ 50mm vibrator concrete vibrating is closely knit.Typically pour mixed
Within after solidifying soil completes 12 hours, carry out form removal, by ditch tank mould, communication cable tank mould, power cable tank mould side during form removal
The template connection system connected between cheek board is removed, and each template (case mould) is promoted by vertical oil cylinder 11, its
Order is communication cable tank mould and power cable tank mould after the tank mould of first ditch, finally removes single side template.
Although above in conjunction with accompanying drawing, invention has been described, but the invention is not limited in above-mentioned being embodied as
Mode, above-mentioned detailed description of the invention is only schematic rather than restrictive, and those of ordinary skill in the art is at this
Under the enlightenment of invention, without deviating from the spirit of the invention, it is also possible to make many variations, these belong to the present invention's
Within protection.
Claims (4)
1. a construction equipment for ditch cable trench in double track tunnel, including gate main couple (1), described gate main couple
(1) it is made up of the vertical beam of main beam and described main beam both sides, at the interior angle of described gate main couple (1), is provided with interior bearing diagonal
(7), it is characterised in that:
The outside of two vertical beams is respectively arranged with the adjustable horizontal outrigger of high and low position (2), and described horizontal outrigger (2) is perpendicular with described
Being provided with outer bearing diagonal (6) between straight beam, described outer bearing diagonal (6) is provided with the screw mandrel of adjustable length, described horizontal outrigger (2)
Being provided with template connection system (3), the lower section of described template connection system (3) arranges ditch cable trench template (4), described vertically
The bottom of beam arranges running gear (5)；
Described template connection system (3) include a translation oil cylinder (12) being arranged on described horizontal outrigger (2) and four erect
To oil cylinder (11) and the sidesway oil cylinder (8) that is arranged on vertical beam bottom outside；
Described ditch cable trench template (4) includes side template, ditch case mould, communication cable tank mould and power cable tank
Mould；The position of described side template is controlled by described translation oil cylinder (12), a vertical oil cylinder (11) and described sidesway oil cylinder (8)
System, the position of described ditch case mould, communication cable tank mould and power cable tank mould is by described translation oil cylinder (12) and separately
Outer three vertical oil cylinders (11) control.
The construction equipment of ditch cable trench in double track tunnel the most according to claim 1, it is characterised in that described gate
The height of main couple (1) and insied width meet constructing tunnel vehicle to be passed through to require, described gate main couple (1) also includes that two apply mechanically
In increasing the extension (9) of main beam length, a length of 20cm of the most a set of extension, another set of extension a length of
40cm, on described main beam, is provided with bearing diagonal connecting plate (10) in the side being positioned at installation extension (9).
The construction equipment of ditch cable trench in double track tunnel the most according to claim 1, it is characterised in that described sidesway
The quantity of oil cylinder (8) is 8.
The construction equipment of ditch cable trench in double track tunnel the most according to claim 1, it is characterised in that described walking
System (5) includes the rail laid and is arranged on the road wheel of vertical beam bottom, and described running gear uses driven by power.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620658588.4U CN205823300U (en) | 2016-06-24 | 2016-06-24 | A kind of construction equipment of ditch cable trench in double track tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620658588.4U CN205823300U (en) | 2016-06-24 | 2016-06-24 | A kind of construction equipment of ditch cable trench in double track tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205823300U true CN205823300U (en) | 2016-12-21 |
Family
ID=57566259
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620658588.4U Expired - Fee Related CN205823300U (en) | 2016-06-24 | 2016-06-24 | A kind of construction equipment of ditch cable trench in double track tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205823300U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269297A (en) * | 2017-07-17 | 2017-10-20 | 夏杰 | Side and roof arch ditch cable duct tunneling boring one-shot forming two serves as a contrast concrete chassis |
| CN108457677A (en) * | 2018-05-29 | 2018-08-28 | 湖南五新模板有限公司 | A kind of monoblock type ditch cable trench template automatic job vehicle |
| CN108979669A (en) * | 2018-08-17 | 2018-12-11 | 中铁十七局集团第三工程有限公司 | Tunnel cable groove template vehicle |
| CN109779684A (en) * | 2019-03-14 | 2019-05-21 | 甘肃路桥建设集团有限公司 | Integrated form vcehicular tunnel cable trough fast standard constructing device and construction method |
-
2016
- 2016-06-24 CN CN201620658588.4U patent/CN205823300U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269297A (en) * | 2017-07-17 | 2017-10-20 | 夏杰 | Side and roof arch ditch cable duct tunneling boring one-shot forming two serves as a contrast concrete chassis |
| CN107269297B (en) * | 2017-07-17 | 2023-06-02 | 夏杰 | Two lining concrete platform trucks of full section one shot forming of limit roof arch ditch cable pit |
| CN108457677A (en) * | 2018-05-29 | 2018-08-28 | 湖南五新模板有限公司 | A kind of monoblock type ditch cable trench template automatic job vehicle |
| CN108457677B (en) * | 2018-05-29 | 2024-02-13 | 湖南五新模板有限公司 | Automatic operation vehicle for integrated ditch cable trough template |
| CN108979669A (en) * | 2018-08-17 | 2018-12-11 | 中铁十七局集团第三工程有限公司 | Tunnel cable groove template vehicle |
| CN109779684A (en) * | 2019-03-14 | 2019-05-21 | 甘肃路桥建设集团有限公司 | Integrated form vcehicular tunnel cable trough fast standard constructing device and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161221 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |