CN209067224U - A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting - Google Patents
A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting Download PDFInfo
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- CN209067224U CN209067224U CN201821622428.XU CN201821622428U CN209067224U CN 209067224 U CN209067224 U CN 209067224U CN 201821622428 U CN201821622428 U CN 201821622428U CN 209067224 U CN209067224 U CN 209067224U
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- portal frame
- frame system
- side mode
- outer mould
- lining cutting
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Abstract
The utility model provides a kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting, is related to construction equipment technical field.The outer mould trolley of the lining cutting includes template system, portal frame system and cover half dismoulding system；The cross section of portal frame system is in Π shape, the column framework of crossbeam framework and two sides including top；Template system includes the side mode of two sides opposition；Two side modes are located at the inner cavity of portal frame system, and hinged with the top inner wall of portal frame system；Cover half dismoulding system is arranged between template system and portal frame system, is capable of fixing portal frame system and two side modes, and side mode is driven to swing relative to portal frame system.The outer mould trolley of the slope open trench tunnel rectangular configuration lining cutting of the utility model, it is in the portal frame system of Π shape using cross section, and the side mode of two sides opposition is set, scattered decking and bowl buckle strutting system are broken instead of traditional, rigidity is high, stability is good, it ensure that concrete structure globality and design size requirement, improve construction the degree of automation and construction efficiency.
Description
Technical field
The utility model relates to construction equipment technical fields, in particular to a kind of slope open trench tunnel rectangle
The outer mould trolley of Structural Lining.
Background technique
With the progress of the fast lifting and engineering design and construction technology of China's level of urbanization, limited by specific condition
The open trench tunnel of system comes into being in high speed railway construction as a kind of Important building constructing structure form.
In existing and traditional technology, slope Rectangular Tunnel side wall and top board construction generally use falsework system
System mostly dissipates and breaks decking and bowl buckle strutting system, and this method need to use screw rod through walls, and panel and back cord etc. need to spell piece by piece
Installation and dismantling remove, and since side wall and top plate are separately constructed, and flow chart is more, reinforcing support is more, overall appearance is not good enough and construction is existing
Difficulty of construction is big when the cross-operation of field.Meanwhile construction efficiency is low, is unfavorable for the waterproofness for improving construction quality, guaranteeing structure
Can, and it is difficult to ensure the safety of construction and the control of duration.
So how to improve the structure design of slope open trench tunnel lining trolley, simplifies flow chart and device structure, mentions
High construction efficiency, reduction are those skilled in the art's urgent problems to be solved to the interference effect of cross-operation.
Utility model content
The purpose of this utility model is to provide mould trolleys outside a kind of slope open trench tunnel rectangular configuration lining cutting, existing to solve
Have that flow chart existing for the tunnel lining trolley in technology is more, it is low to reinforce the more, construction efficiency of support, cross-operation construction hardly possible
Spend the problems such as big.
To achieve the goals above, the utility model uses following technical scheme:
A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the utility model, including template system, door
Frame system and cover half dismoulding system；The cross section of the portal frame system is in Π shape, and crossbeam framework and two sides including top are stood
Pylon structure；The template system includes the side mode of two sides opposition；Two side modes are located at the inner cavity of the portal frame system, and with
The top inner wall of the portal frame system is hinged；Cover half dismoulding system setting the template system and the portal frame system it
Between, it is capable of fixing the portal frame system and two side modes, and the side mode is driven to swing relative to the portal frame system.
Wherein, the entire length of outer mould trolley is preferably designed for 12 meters；And in order to guarantee tunnel clearance, formwork jumbo it is complete
Section unilateral side increases 50 millimeters.
Based on the above technical solution, further, the cover half dismoulding system includes door frame lift structure and side mode
Top-pushing mechanism；The door frame lift structure is set to the portal frame system lower part, for controlling the lifting of the portal frame system；Institute
Side mode top-pushing mechanism is stated between the side mode and the portal frame system, for controlling the swing of the side mode.
Based on the above technical solution, further, the door frame lift structure and the side mode top-pushing mechanism are liquid
Compressing cylinder.Hydraulic cylinder driving method allowable stress is larger, and durability is high, and control is slowly steady, and has overload protection
Ability.
On the basis of any of the above-described technical solution, further, the cover half dismoulding system further includes door frame supporting device
With side mode supporting device；The door frame supporting device is located at the portal frame system periphery, for preventing the portal frame system outside
Side slip, the side mode supporting device is arranged between the side mode and the portal frame system, for preventing the side mode to institute
State portal frame system translation.
On the basis of any of the above-described technical solution, further, the door frame supporting device and the side mode supporting device
For screw rod.Screw rod adjusting is sensitive quick, and jacking resistance is big.
On the basis of any of the above-described technical solution, further, the cover half dismoulding system further includes anchor；It is described
The bottom end of two side modes is arranged in anchor.
It further include translation system further on the basis of any of the above-described technical solution；The translation system includes two
The top of the portal frame system is arranged in by a horizontal pipe bending cylinder for horizontal pipe bending cylinder, the top of any side mode
Portion's inner wall can push the side mode to translate along the width direction of the portal frame system.
It further include reinforcing support further on the basis of any of the above-described technical solution；The reinforcing support is arranged in institute
The outside for stating portal frame system, for being fixedly connected with excavation slope.
On the basis of any of the above-described technical solution, further, the portal frame system further includes bottom beam and supporting leg, the bottom
Beam is located at the lower end of the column framework, and the supporting leg is uniformly arranged on the lower edge of the bottom beam.
It further include walking mechanism further on the basis of any of the above-described technical solution；The walking mechanism includes guide rail
And motor；Supporting leg described in the guide supporting, portal frame system described in the motor driven are mobile relative to the guide rail.
The utility model has the following beneficial effects:
The outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the utility model is in the door of Π shape using cross section
Frame system, and the side mode of two sides opposition is set, instead of it is traditional it is scattered break decking and bowl buckle strutting system, rigidity is high, stablizes
Property it is good, ensure that concrete structure globality and design size requirement, improve construction the degree of automation and construction efficiency.
The additional technical feature and its advantage of the utility model will be illustrated in following description content it is more obvious, or
It is recognized that by the concrete practice of the utility model.
Detailed description of the invention
It, below will be to specific embodiment in order to illustrate more clearly of the technical solution of specific embodiment of the present invention
Attached drawing needed in description is briefly described.It should be evident that the accompanying drawings in the following description is the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also basis
These attached drawings obtain other attached drawings.
Fig. 1 is the section structure of the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model
Schematic diagram；
Fig. 2 is that the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model removes reinforcing branch
Side view after support；
Fig. 3 is the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model and interior mould trolley
Combined section structure diagram；
Fig. 4 is the outer mould trolley demoulding signal of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model
Figure.
Icon: 1- crossbeam framework；2- column framework；3- side mode；4- door frame lift structure；5- side mode top-pushing mechanism；6-
Frame supporting device；7- side mode supporting device；8- anchor；The horizontal pipe bending cylinder of 9-；10- reinforces support；11- bottom beam；12- branch
Leg；13- guide rail；14- motor；15- tunnel sidewalls；16- tunnel roof.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
One, DESCRIPTION OF THE PRIOR ART:
In the prior art, slope Rectangular Tunnel side wall 15 and tunnel roof 16 are constructed generally using falsework system
System mostly dissipates and breaks decking and bowl buckle strutting system, and this method need to use screw rod through walls, and panel and back cord etc. need to spell piece by piece
Installation and dismantling remove, and since side wall and top plate are separately constructed, and flow chart is more, reinforce support more than 10, overall appearance is not good enough and constructs
Difficulty of construction is big when live cross-operation.Meanwhile construction efficiency is low, is unfavorable for the waterproof for improving construction quality, guaranteeing structure
Performance, and it is difficult to ensure the safety of construction and the control of duration.
Two, technical solutions of the utility model are summarized:
The outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided in this embodiment, including template system, portal frame system
With cover half dismoulding system；The cross section of portal frame system is in Π shape, the column framework 2 of crossbeam framework 1 and two sides including top；Mould
Plate system includes the side mode 3 of two sides opposition；Two side modes 3 are located at the inner cavity of portal frame system, and the top inner wall with portal frame system
Hingedly；Cover half dismoulding system is arranged between template system and portal frame system, is capable of fixing portal frame system and two side modes 3, and
Side mode 3 is driven to swing relative to portal frame system.
The technical solution of the outer mould trolley of above-mentioned slope open trench tunnel rectangular configuration lining cutting, can preferably solve the prior art
In tunnel lining trolley existing for flow chart it is more, reinforce support more than 10, construction efficiency lowly, difficulty of construction is big for cross-operation
The problems such as: be in the portal frame system of Π shape using cross section, and the side mode 3 of two sides opposition be set, instead of it is traditional it is scattered break it is die-filling
Plate and bowl buckle strutting system, rigidity is high, stability is good, ensure that concrete structure globality and design size requirement, improves
The degree of automation of constructing and construction efficiency.
Three, technical solutions of the utility model specific embodiment:
For above-mentioned prior art, below with reference to specific embodiment to the utility model
Technical solution be further explained explanation:
Present embodiments provide a kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting, in which: Fig. 1 is that this is practical new
The section structure diagram of the outer mould trolley of the slope open trench tunnel rectangular configuration lining cutting that type embodiment provides；Fig. 2 is that this is practical new
The outer mould trolley of the slope open trench tunnel rectangular configuration lining cutting that type embodiment provides removes the side view after reinforcing support 10；Fig. 3 is
The section knot that the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model is combined with interior mould trolley
Structure schematic diagram；Fig. 4 is the outer mould trolley demoulding signal of slope open trench tunnel rectangular configuration lining cutting provided by the embodiment of the utility model
Figure.As shown in figures 1-4, the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting includes that template system, portal frame system and cover half are de-
Modular system；The cross section of portal frame system is in Π shape, the column framework 2 of crossbeam framework 1 and two sides including top；Template system packet
Include the side mode 3 of two sides opposition；Two side modes 3 are located at the inner cavity of portal frame system, and hinged with the top inner wall of portal frame system；Cover half
Dismoulding system is arranged between template system and portal frame system, is capable of fixing portal frame system and two side modes 3, and drive side mode 3
It is swung relative to portal frame system.
Wherein, the entire length of outer mould trolley is preferably designed for 12 meters；And in order to guarantee tunnel clearance, formwork jumbo it is complete
Section unilateral side increases 50 millimeters.
On the basis of the above embodiments, as shown in Fig. 1,3,4, further, cover half dismoulding system includes door frame lifting
Mechanism 4 and side mode top-pushing mechanism 5；Door frame lift structure 4 is set to portal frame system lower part, for controlling the lifting of portal frame system；
Side mode top-pushing mechanism 5 is between side mode 3 and portal frame system, for controlling the swing of side mode 3.Wherein, 4 He of door frame lift structure
Side mode top-pushing mechanism 5 is hydraulic cylinder.Hydraulic cylinder driving method allowable stress is larger, and durability is high, and control is slowly steady,
And there is overload protection ability.
On the basis of the above embodiments, as shown in Fig. 1,3,4, further, cover half dismoulding system further includes door frame branch
Hold mechanism 6 and side mode supporting device 7；Door frame supporting device 6 is located at portal frame system periphery, for preventing portal frame system from breakking away outward
It moves, side mode supporting device 7 is arranged between side mode 3 and portal frame system, for preventing side mode 3 from translating to portal frame system.Wherein, door
Frame supporting device 6 and side mode supporting device 7 are screw rod.Screw rod adjusting is sensitive quick, and jacking resistance is big.
On the basis of the above embodiments, as shown in Fig. 1,3,4, further, cover half dismoulding system further includes anchoring dress
Set 8；The bottom end of two side modes 3 is arranged in anchor 8.Keep the concrete formation poured completely beautiful.
It on the basis of the above embodiments, as shown in Figure 1,2,3, 4, further, further include translation system；Translation system
Including two horizontal pipe bending cylinders 99, portal frame system is arranged in by a horizontal pipe bending cylinder 99 in the top of any side mode 3
Top inner wall can push side mode 3 to translate along the width direction of portal frame system.Translation system can adjust the lining cutting of template system
Center and the centering of tunnel center, and control the lining thickness of side wall.
On the basis of the above embodiments, as shown in Figure 1, further including reinforcing support 10 further；Support 10 is reinforced to set
It sets in the outside of portal frame system, for being fixedly connected with excavation slope.After fixed portal frame system and template system, support 10 is reinforced
Firmly outer mould trolley can be fixed in tunnel foundation pit, guarantee the positioning and sizing in tunnel.
On the basis of the above embodiments, as shown in Figure 1,2,3, 4, further, portal frame system further includes 11 He of bottom beam
Supporting leg 12, bottom beam 11 are located at the lower end of column framework 2, and supporting leg 12 is uniformly arranged on the lower edge of bottom beam 11.
It on the basis of the above embodiments, as shown in Figure 1,2,3, 4, further, further include walking mechanism；Walking mechanism
Including guide rail 13 and motor 14；13 support leg 12 of guide rail, motor 14 drive portal frame system mobile relative to guide rail 13.Due to tunnel
Road normal length is big, and the length dimension of outer mould trolley is smaller, it is impossible to which primary concreting is complete, utilizes guide rail 13 and motor
14, it can be poured one by one along length of tunnel direction, while reducing the construction infection of cross-operation.According to the design needs with actually apply
Work experience, the travel speed of walking mechanism are designed as 6.7 meters per minute.Wherein, the spacing of two guide rails 13 is 8000 millimeters.
Using the construction of mould trolley outside above-mentioned slope open trench tunnel rectangular configuration lining cutting, wherein outer mould trolley is in place
It is as follows with fixed construction process:
1, walking mechanism is in place
Each two sets of external mold hydraulic jumbo principal and subordinate's walking mechanism, they are hinged on column framework 2.Main walking mechanism is by Y type
After motor 14 drives primary gear speed reducing, then slow down by two-stage chain, walking wheel diameter is Φ 350mm, trolley walking surface need
Hardening is smooth using the compacting of mud knot rubble, guarantees height error in 5cm, rail is that 43kg/m simple guide rail frame 13 is (convenient
It is mobile), sleeper is channel steel 20#, and for interorbital away from according to depending on tunnel cross-section size, motor 14 selects 7.5KW two.Trolley design
The speed of travel about 6.7m/min.
2, outer mould trolley is in place
Outer mould trolley is aligned, and outer mould trolley is first reached lower ring construction location, further according to the data that measurement is told somebody what one's real intentions are, is led to
It crosses and is supported on the horizontal direction oil cylinder of door frame side below the crossbeam pedestal to adjust the lining cutting center of template and the centering of tunnel center, it is left
Right range-adjustable 17cm；The vertical positioning of template is adjusted by the contraction for the door frame lift structure 4 being connected with avris column,
Upper and lower range-adjustable 300mm；Template is adjusted by the side mode top-pushing mechanism 5 that is mounted on door frame and side mode supporting device 7
Position.
3, outer mould trolley is reinforced
Side mode 3 is reinforced after contraposition is accurate, passes through door frame supporting device 6, side mode top-pushing mechanism 5, side mode supporting device 7
And reinforce 10 pairs of trolley formworks of support and reinforce, 3 bottom of side mode is fastened by anchor 8, the walking stringer of side mode 3
Locate the necessary firm support of support screw over the ground on ground.
Illustrate: outer mould trolley reaches in next operation section and outer mould trolley should be polished, and coating release agent.
The outer mould trolley of above-mentioned slope open trench tunnel rectangular configuration lining cutting and its construction scattered break decking with traditional
Compare with bowl buckle strutting system and its construction method, has the advantage that
1, rectangle external mold hydraulic lining trolley is high using overall steel modular system rigidity, stability is good, ensure that concrete knot
Structure globality and structure size meet design requirement, also ensure that concrete appearance is closely knit, beautiful.
2, outer mould trolley operating automation degree is high, and it is whole that the walking of rectangle external mold hydraulic lining trolley is all made of motor 14
Driving, cover half, demoulding are automatically controlled using hydraulic cylinder, and easy to operate, process is simple, and labor intensity is low, reduce it is artificial and
Lifting machine cost；Trolley the whole series are fixed automatically at mould, are reduced the materials such as temporary support in conventional method, have been saved and be constructed into
This, and be conducive to keep live civilization clean and tidy.
3, work efficiency is high, and rectangle external mold hydraulic lining trolley is to support large-scale steel structure mould with combined steel structure door frame
Plate system, using electric walking, speed of travel 6.7m/min, in place and reinforcing is fast and convenient, and formwork reinforcement is not required to construction and wears
Wall screw rod avoids the hidden danger using the easy leak in wall-through pull rod position.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.
Claims (10)
1. a kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting, which is characterized in that including template system, portal frame system and
Cover half dismoulding system；
The cross section of the portal frame system is in Π shape, the column framework of crossbeam framework and two sides including top；The template system
System includes the side mode of two sides opposition；Two side modes are located at the inner cavity of the portal frame system, and the top with the portal frame system
Portion's inner wall is hinged；
The cover half dismoulding system is arranged between the template system and the portal frame system, is capable of fixing the portal frame system
With two side modes, and the side mode is driven to swing relative to the portal frame system.
2. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 1, which is characterized in that the cover half
Dismoulding system includes door frame lift structure and side mode top-pushing mechanism；
The door frame lift structure is set to the portal frame system lower part, for controlling the lifting of the portal frame system；The side
Mould top-pushing mechanism is between the side mode and the portal frame system, for controlling the swing of the side mode.
3. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 2, which is characterized in that the door frame
Elevating mechanism and the side mode top-pushing mechanism are hydraulic cylinder.
4. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 2, which is characterized in that the cover half
Dismoulding system further includes door frame supporting device and side mode supporting device；
The door frame supporting device is located at the portal frame system periphery, described for preventing the outside side slip of the portal frame system
Side mode supporting device is arranged between the side mode and the portal frame system, for preventing the side mode flat to the portal frame system
It moves.
5. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 4, which is characterized in that the door frame
Supporting device and the side mode supporting device are screw rod.
6. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 2, which is characterized in that the cover half
Dismoulding system further includes anchor；The bottom end of two side modes is arranged in the anchor.
7. the outer mould trolley of described in any item slope open trench tunnel rectangular configuration lining cutting, feature exist according to claim 1~6
In further including translation system；The translation system includes two horizontal pipe bending cylinders, and the top of any side mode passes through one
The top inner wall of the portal frame system is arranged in the horizontal pipe bending cylinder, and the side mode can be pushed along the portal frame system
Width direction translation.
8. the outer mould trolley of described in any item slope open trench tunnel rectangular configuration lining cutting, feature exist according to claim 1~6
In, further include reinforce support；The outside for reinforcing support and the portal frame system being set, for being fixedly connected with excavation slope.
9. the outer mould trolley of described in any item slope open trench tunnel rectangular configuration lining cutting, feature exist according to claim 1~6
In the portal frame system further includes bottom beam and supporting leg, and the bottom beam is located at the lower end of the column framework, and the supporting leg is uniformly set
Set the lower edge in the bottom beam.
10. the outer mould trolley of slope open trench tunnel rectangular configuration lining cutting according to claim 9, which is characterized in that further include
Walking mechanism；The walking mechanism includes guide rail and motor；Supporting leg described in the guide supporting, door frame described in the motor driven
System is mobile relative to the guide rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821622428.XU CN209067224U (en) | 2018-09-30 | 2018-09-30 | A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821622428.XU CN209067224U (en) | 2018-09-30 | 2018-09-30 | A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting |
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| Publication Number | Publication Date |
|---|---|
| CN209067224U true CN209067224U (en) | 2019-07-05 |
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ID=67094181
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821622428.XU Expired - Fee Related CN209067224U (en) | 2018-09-30 | 2018-09-30 | A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting |
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| CN (1) | CN209067224U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952770A (en) * | 2018-09-30 | 2018-12-07 | 中铁六局集团广州工程有限公司 | A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting |
-
2018
- 2018-09-30 CN CN201821622428.XU patent/CN209067224U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952770A (en) * | 2018-09-30 | 2018-12-07 | 中铁六局集团广州工程有限公司 | A kind of outer mould trolley of slope open trench tunnel rectangular configuration lining cutting |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20190705 Termination date: 20200930 |