CN206419032U - A kind of side and roof arch band mid-board lining cutting chassis - Google Patents
A kind of side and roof arch band mid-board lining cutting chassis Download PDFInfo
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- CN206419032U CN206419032U CN201621425514.2U CN201621425514U CN206419032U CN 206419032 U CN206419032 U CN 206419032U CN 201621425514 U CN201621425514 U CN 201621425514U CN 206419032 U CN206419032 U CN 206419032U
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- top template
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Abstract
The utility model provides a kind of side and roof arch band mid-board lining cutting chassis, including template system, the template system includes left side template, left top template, right top template and right side template, is attached between the upper end of the left side template and the lower end of the left top template and between the lower end of the right top template and the upper end of the right side template using articulated manner；Device is poured between the upper end of the left top template and the upper end of the right top template by vault to connect, and the upper end of the left top template and the upper end of the right top template are with treating that the profile of trimmed tunnel mid-board end matches.Using the technical solution of the utility model, effect is：Lining trolley structure is simplified, and is easy to operation；Can be when construction tunnel main body two be served as a contrast, the wall while mid-board of constructing out is plugged into, and reserved mid-board bar-mat reinforcement plugs into splice, can guarantee that the bond strength of mid-board and tunnel main body, saves equipment investment cost while also substantially reducing construction period.
Description
Technical field
The utility model is related to technical field of tunnel construction, and in particular to a kind of side and roof arch band mid-board lining cutting chassis.
Background technology
It is more and more extensive that tunnel is applied in the prior art.Because the demands such as shunting or opposing traffic are, it is necessary in tunnel
Centre sets mid-board.At present, the secondary lining in the tunnel for that need to apply mid-board is always the problem of constructing tunnel.
In the prior art, need to apply the construction method in the tunnel of mid-board has following two：
The first, tunnel main body and mid-board construct simultaneously.In the method construction, due to tunnel main body and mid-board simultaneously
Construction so that the tunnel cross-section after construction is divided into two, with following defect：(1) reinforcing bar colligation is inconvenient, inverted arch construction, side
Crown and the lining construction equipment of mid-board two are required to two sets of configuration, and construction equipment input cost is high, and complicated construction technique；(2)
Passage space in tunnel diminishes, and personnel, equipment, material access tunnel are restricted, and are put to no little inconvenience to constructing tunnel, sternly
Ghost image rings efficiency of construction, long construction period.
Secondth, two lining constructions of tunnel main body, then mid-board of constructing first are carried out.The method is served as a contrast due to existing conventional tunnel
Platform building cart structure is limited, and it is smooth surface to make the tunnel main body after construction, and the mid-board then constructed need to be with the tunnel first constructed
Road main body engagement is firm, it is necessary to punched in mid-board and tunnel body top binding site into tunnel main body, installs joint bar
Or assembling reinforcement net on this basis again after bolt, mid-board lining cutting is then carried out again to be poured.The defect of such a method is：Construction
Complex process, mid-board and the poor bonding strength of tunnel main body, long construction period.
In summary, be badly in need of a kind of structure simplify, tunnel and the measured lining cutting platform of mid-board matter after easy construction and construction
Car is to solve problems of the prior art.
Utility model content
The utility model purpose be to provide a kind of structure simplify, assembled convenient, lining cutting main hole when lining cutting simultaneously go out in every
Wall plugs into wall and reserved mid-board bar-mat reinforcement is plugged into splice and the low side and roof arch band mid-board lining cutting platform of construction cost
Car, concrete technical scheme is as follows：
A kind of side and roof arch band mid-board lining cutting chassis, including template system；
The template system includes left side template, left top template, right top template and right side template, the left side template
Between upper end and the lower end of the left top template and between the lower end of the right top template and the upper end of the right side template
It is attached using articulated manner；Dress is poured by vault between the upper end of the left top template and the upper end of the right top template
Put connection, and the profile of the upper end of the left top template and the upper end of the right top template with treating trimmed tunnel mid-board end
Match.
It is preferred in above technical scheme, in addition to portal frame system and the vehicle with walking machine that drives whole chassis to be walked
Structure；
The portal frame system includes frame part and the lifting body and bracket that are arranged on simultaneously on the frame part
Part；
The frame part includes support frame and at least 2 groups columns being arranged on below support frame as described above；
The lifting body includes corresponding the multigroup jacking single-piece set with the column, and the jacking single-piece includes
Guide pillar, guide pin bushing and jacking cylinder, the upper end of the guide pin bushing connect the lower end of the column, and the upper end insertion of the guide pillar is described
The lower end of guide pin bushing and its lower end are provided with the walking mechanism；The jacking cylinder is set along the vertical direction, and the connection of its upper end is described
Guide pin bushing, its lower end connects the guide pillar；
The bracket portion is movably arranged on support frame as described above.
It is preferred in above technical scheme, include connecting the connection member of the portal frame system and the template system,
The connection member includes supporting very heavy and hydraulic jack, between the left side template and the frame part, the left backform
Between plate and the bracket portion, between the right top template and the bracket portion and the right side template and the framework
By supporting very heavy and hydraulic jack to be attached between part.
Preferred in above technical scheme, being provided between the bracket portion and support frame as described above is used to adjust the bracket
The traversing oil cylinder of part center position, one end of the traversing oil cylinder connects the bracket portion, and the connection of its other end is described
Support frame.
It is preferred in above technical scheme, in addition to control system, the walking mechanism, jacking cylinder, hydraulic jack with
And traversing oil cylinder is connected with the control system.
Preferred in above technical scheme, the vault pours device including panel and is arranged on the same of the panel
Four blocks of side plates of a cavity with opening are formed in plate face and with the panel, the panel, which is provided with, to be used to pour coagulation
Native pours mouth.
It is preferred in above technical scheme, it is additionally provided with the panel for being plugged into reinforcing bar through reserved mid-board bar-mat reinforcement
Multiple through holes of joint.
Preferred in above technical scheme, the side plate is used for handle for holding provided with least one.
Preferred in above technical scheme, the vault is poured between device and the left top template by bearing pin and is hinged
The combination of otic placode is flexibly connected, and the vault is poured between device and the right top template by wedge pin and wedge pin ear
The combination of plate carries out detachable connection；Connected between the wedge pin and the side plate by iron chains.
It is preferred in above technical scheme, in addition to connector is reinforced, the reinforcing connector includes vertical supporting bar, horizontal stroke
To support bar and skewed horizontal load bar, between the upper end of the left top template and the bracket portion and the right top template
It is equipped between upper end and the bracket portion between the vertical supporting bar, two vertical supporting bars and is provided with the transverse direction
Support bar, is provided with the skewed horizontal load bar between the vertical supporting bar and the bracket portion.
Using the technical solution of the utility model, have the advantages that：
(1) side and roof arch band mid-board lining cutting chassis of the present utility model includes template system, and template system includes left side
Between the lower end of template, left top template, right top template and right side template, the upper end of the left side template and the left top template
And be attached between the lower end of the right top template and the upper end of the right side template using articulated manner；The left top
Between the upper end of template and the upper end of the right top template by vault pour device connect, and the upper end of the left top template and
The upper end of the right top template is with treating that the profile of trimmed tunnel mid-board end matches.Overall structure is simplified；With reference to vault
Pour the wheel of the setting of device and the upper end of left top template and the upper end of right top template with treating trimmed tunnel mid-board end
Exterior feature matches two design points so that lining trolley of the present utility model in main hole lining construction, can construct out simultaneously in every
Wall is plugged into wall, and reserved mid-board bar-mat reinforcement is plugged into splice, is made when constructing mid-board without install joint bar or bolt again,
And can guarantee that the bond strength of mid-board and tunnel main body, save equipment investment cost, it is to avoid the resource wave such as artificial, material
Take, while construction period is also substantially reduced, economical and efficient.
(2) side and roof arch band mid-board lining cutting of the present utility model also includes portal frame system with chassis and drives whole chassis
The walking mechanism walked, portal frame system includes frame part, lifting body and bracket portion, and the frame part includes branch
Support and at least 2 groups columns, the lifting body include multigroup jacking single-piece, and jacking single-piece includes guide pillar, guide pin bushing and jacking
Oil cylinder, bracket portion is movably arranged on support frame.The design of portal frame system, is ensuring to reach lining trolley durability requirements
Meanwhile, simplify its structure；By the design of lifting body, it is easy to integrally-regulated chassis in the height of vertical direction, meets lining cutting
With the different demands of walking；Bracket portion is movably arranged on support frame and (is adjusted using traversing oil cylinder, be easy to operation), just
In the center position of regulation bracket portion, construction quality is improved.
(3) connection member includes supporting very heavy and hydraulic jack in the utility model, meets the stability need of chassis construction
Ask；Control system is additionally provided with, control system can be designed according to prior art, generally comprise electric control system and hydraulic control
System, realizes Automated condtrol, improves the efficiency of construction of tunnel-liner.
(4) top casting of the utility model hogging build device including panel and be arranged in the same plate face of the panel and with
Four blocks of side plates of one cavity with opening of the panel formation, the panel is provided with pouring for casting concrete
Mouthful.Vault pours the structure design of device, meet lining construction go out mid-board plug into wall while, simplify device knot as far as possible
Structure.Multiple through holes for splice of being plugged into through reserved mid-board bar-mat reinforcement are additionally provided with panel, are easy to mid-board reinforcing bar
Net bar connecting inside splice and mid-board of plugging into is firm.Side plate is used for the handle of holding provided with least one, with reference to
Vault is poured between device and left top template and vault pours the connected mode between device and right top template, is easy to vault to pour
Build the folding of device (such as：Vault is fixed after chassis formwork erection pour device, i.e. vault and pour device and close；Chassis construction is completed
Vault is opened afterwards pour one side of device and rotate and turn down, i.e., vault pours device and opened).The wedge pin and the side plate
Between connected by iron chains, prevent wedge pin from losing.
(5) also include reinforcing connector in the utility model, the reinforcing connector includes vertical supporting bar, cross-brace
Bar and skewed horizontal load bar, the structure of processing connector are simplified, the connected mode of each part inside processing connector, can be fine
Improve the stability of chassis in ground.
In addition to objects, features and advantages described above, the utility model also has other purposes, feature and excellent
Point.Below with reference to figure, the utility model is described in further detail.
Brief description of the drawings
The accompanying drawing for constituting the part of the application is used for providing further understanding to of the present utility model, of the present utility model
Schematic description and description is used to explain the utility model, does not constitute to improper restriction of the present utility model.In accompanying drawing
In：
Fig. 1 be in embodiment 1 side and roof arch with the sectional drawing after formwork erection in mid-board lining cutting chassis work progress；
Fig. 2 is that lining construction completes the local annexation that rear left top template, vault pour device and right top template in Fig. 1
Figure；
Fig. 3 is the stereogram that device is built in Fig. 1 hogging top casting；
Structural representation when Fig. 4 is Fig. 3 another state；
Wherein, 1, portal frame system, 1.1, frame part, 1.11, support frame, 1.12, column, 1.2, lifting body, 1.21,
Jacking single-piece, 1.3, bracket portion；
2nd, template system, 2.1, left side template, 2.2, left top template, 2.3, right top template, 2.4, right side template；
3rd, connection member, 3.1, support very heavy, 3.2, hydraulic jack；
4th, walking mechanism；
5th, vault pours device, and 5.1, panel, 5.2, side plate, 5.3, pour mouth, 5.4, through hole, 5.5, handle, 5.6, iron
Chain；
6th, traversing oil cylinder；
7th, connector is reinforced, 7.1, vertical supporting bar, 7.2, transverse support bar, 7.3, skewed horizontal load bar；
8th, tunnel-liner face, 9, construction ground, 10, tunnel partition wall profile, 11, mid-board plug into wall, 12, mid-board steel
Muscle net is plugged into splice；
A1, guide pillar, A2, guide pin bushing, A3, jacking cylinder, B1, bearing pin, are hinged otic placode, C1, wedge pin, C2, wedge pin ear at B2
Plate.
Embodiment
Embodiment of the present utility model is described in detail below in conjunction with accompanying drawing, but the utility model can be according to power
Profit requires to limit and the multitude of different ways of covering is implemented.
Embodiment 1：
Referring to Fig. 1-Fig. 4, a kind of side and roof arch band mid-board lining cutting chassis, including portal frame system 1, template system 2, connection
The connection member 3 of portal frame system 1 and template system 2 and the walking mechanism 4 for driving whole chassis to be walked.
The portal frame system 1 includes frame part 1.1 and the lifting body being arranged on simultaneously on the frame part 1.1
1.2 and bracket portion 1.3, referring to Fig. 1, (chassis, which is located at, in Fig. 1 treats lining cutting position, in Fig. 1：8 represent tunnel-liner face, 9 generations
Table construction ground, 10 represent tunnel partition wall profile), the frame part 1.1 includes support frame 1.11 and is arranged on described
At least 2 groups columns 1.12 of the lower section of support frame 1.11 (can be stood using be arranged on four Angle Positions of frame part four groups herein
Post)；The lifting body 1.2 includes corresponding the multigroup jacking single-piece 1.21 set, the jacking with the column 1.12
Single-piece 1.21 includes guide pillar A1, guide pin bushing A2 and jacking cylinder A3, the guide pin bushing A2 upper end are connected under the column 1.12
The lower end and its lower end of the guide pin bushing A2 are inserted provided with the walking mechanism 4 in end, the upper end of the guide pillar A1；The jacking cylinder
A3 is set along the vertical direction, and its upper end connects the guide pin bushing A2, and its lower end connects the guide pillar A2.Herein guide pillar, guide pin bushing and
The connection of jacking cylinder also has other modes, can realize the height regulation of whole chassis.The bracket portion 1.3 passes through horizontal stroke
Move oil cylinder 6 to be movably arranged on support frame as described above 1.11, be specifically：One end of the traversing oil cylinder 6 connects the bracket portion
1.3, and its other end connection support frame as described above 1.11.
The template system 2 includes left side template 2.1, left top template 2.2, right top template 2.3 and right side template 2.4,
Between the upper end of the left side template 2.1 and the lower end of the left top template 2.2 and the right top template 2.3 lower end and institute
It is attached on the right side of stating between the upper end of template 2.4 using articulated manner；The upper end of the left top template 2.2 and the right top
Device 5 is poured between the upper end of template 2.3 by vault to connect, and the upper end of the left top template 2.2 and the right top template
2.3 upper end is with treating that the profile of trimmed tunnel mid-board end matches.The left top template 2.2, right top template 2.3 and
Vault pours device 5 and formed plugs into the cavity of wall 11 for pouring mid-board, refers to Fig. 2.Tunnel double-lining construction assembling reinforcement net
When, it can pour chamber colligation mid-board bar-mat reinforcement in the reversed convex type of mid-board vault, and reserved mid-board bar-mat reinforcement reinforcing bar of plugging into connects
First 12.
The structure that the vault pours device 5 can be designed to variation, and one kind is enumerated herein：As shown in Figure 3 and Figure 4,
Vault pours device 5 including panel 5.1 and is arranged in the same plate face of the panel 5.1 and is formed with the panel 5.1
Four blocks of side plates 5.2 of one cavity with opening, the panel 5.1 is provided with pours the He of mouth 5.3 for casting concrete
Multiple through holes 5.4 for splice of being plugged into through reserved mid-board bar-mat reinforcement.The side plate 5.2 is used provided with least one
In the handle 5.5 of holding.The vault pours between device 5 and the left top template 2.2 by bearing pin B1 and is hinged otic placode B2
Combination be flexibly connected, the vault is poured between device 5 and the right top template 2.3 by wedge pin C1 and wedge pin
Otic placode C2 combination carries out detachable connection, either：The vault is poured to be led between device 5 and the left top template 2.2
The combination for crossing wedge pin C1 and wedge pin otic placode C2 is flexibly connected, and the vault pours device 5 and the right top template 2.3
Between pass through bearing pin B1 and be hinged otic placode B2 combination carry out detachable connection.The wedge pin C1 and the side plate 5.2 it
Between connected by iron chains 5.6.
The connection member 3 includes support very heavy 3.1 and hydraulic jack 3.2, the left side template 2.1 and the frame section
Between points 1.1, between the left top template 2.2 and the bracket portion 1.3, the right top template 2.3 and the bracket portion
By supporting very heavy 3.1 and hydraulic jack 3.2 between 1.3 and between the right side template 2.4 and the frame part 1.1
It is attached.
In order to improve the stability of whole chassis, the chassis of the present embodiment also includes reinforcing connector 7, described to reinforce connection
Part 7 includes vertical supporting bar 7.1, transverse support bar 7.2 and skewed horizontal load bar 7.3, the upper end of the left top template 2.2 and institute
State between bracket portion 1.3 and be equipped between the upper end of the right top template 2.3 and the bracket portion 1.3 described vertical
Between support bar 7.1, two vertical supporting bars 7.1 be provided with the transverse support bar 7.2, the vertical supporting bar 7.1 with
The skewed horizontal load bar 7.3 is provided between the bracket portion 1.3.
The side and roof arch of the present embodiment can also include the control that whole chassis of control is acted with chassis with mid-board lining cutting
System processed, the structure of control system is designed with reference to prior art, and it includes electric control system and hydraulic control system.The row
Mechanism 4, jacking cylinder A3, hydraulic jack 3.2 and traversing oil cylinder 6 is walked to be connected with the control system.
Using side and roof arch of the present utility model band mid-board lining cutting chassis, one kind is enumerated herein, specific operation process is such as
Under：
Detailed process before lining construction：(1) side and roof arch band mid-board lining cutting chassis runs to tunnel by walking mechanism 4
Treat lining cutting position in road；(2) jacking cylinder A3 extends, and heightens the height of whole chassis；(3) left side mould is realized in the elongation of hydraulic jack 3.2
Plate 2.1, left top template 2.2, right top template 2.3 and the formwork erection of right side template 2.4, while traversing oil cylinder 6 extends, realize centering；
Fix support very heavy 3.1；(4) holding handle 5.1 rotates up vault and pours device 5, and after being rotated in place, wedge pin C1 is inserted
Enter wedge pin otic placode C2, realize that vault pours device 5 and closed.
Detailed process after the completion of lining construction：(1) wedge pin C1 is taken out from wedge pin otic placode C2, holds handle
5.1, which are rotated down vault, pours device 5, realizes that vault pours device 5 and opened；(2) support very heavy 3.1, hydraulic jack 3.2 are removed
Shorten and realize that left side template 2.1, left top template 2.2, right top template 2.3 and right side template 2.4 are stripped, while traversing oil cylinder 6
Shorten, few stroke movable support bracket part 1.3；(3) side and roof arch band mid-board lining cutting chassis is walked out tunnel by walking mechanism 4
Or run to and next treat trimmed tunnel position.
Using side and roof arch of the present utility model band mid-board lining cutting chassis, effect is：It can be served as a contrast in construction tunnel main body two
When, the wall while mid-board of constructing out is plugged into, and reserved mid-board bar-mat reinforcement plugs into splice, making need not when constructing mid-board
Joint bar or bolt are installed again, and can guarantee that the bond strength of mid-board and tunnel main body, equipment investment cost is saved, it is to avoid
Manually, the wasting of resources such as material, while construction period is also substantially reduced, economical and efficient.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of side and roof arch band mid-board lining cutting chassis, it is characterised in that including template system (2)；
The template system (2) includes left side template (2.1), left top template (2.2), right top template (2.3) and right side template
(2.4), between the upper end of the left side template (2.1) and the lower end of the left top template (2.2) and the right top template
(2.3) it is attached between lower end and the upper end of the right side template (2.4) using articulated manner；The left top template
(2.2) device (5) is poured by vault between upper end and the upper end of the right top template (2.3) to be connected, and the left backform
The upper end of plate (2.2) and the upper end of the right top template (2.3) are with treating that the profile of trimmed tunnel mid-board end matches.
2. side and roof arch band mid-board lining cutting chassis according to claim 1, it is characterised in that also including portal frame system
And the walking mechanism (4) that drives whole chassis to be walked (1)；
The portal frame system (1) includes frame part (1.1) and the jack being arranged on simultaneously on the frame part (1.1)
Structure (1.2) and bracket portion (1.3)；
The frame part (1.1) includes support frame (1.11) and at least 2 groups be arranged on below support frame as described above (1.11)
Column (1.12)；
The lifting body (1.2) includes corresponding the multigroup jacking single-piece (1.21) set, institute with the column (1.12)
Stating jacking single-piece (1.21) includes guide pillar (A1), guide pin bushing (A2) and jacking cylinder (A3), and the upper end of the guide pin bushing (A2) is connected
The lower end and its lower end of the guide pin bushing (A2) are inserted provided with described in the lower end of the column (1.12), the upper end of the guide pillar (A1)
Walking mechanism (4)；The jacking cylinder (A3) is set along the vertical direction, and its upper end connects the guide pin bushing (A2), the connection of its lower end
The guide pillar (A2)；
The bracket portion (1.3) is movably arranged on support frame as described above (1.11).
3. side and roof arch band mid-board lining cutting chassis according to claim 2, it is characterised in that also including connecting the door
The connection member (3) of frame system (1) and the template system (2), the connection member (3) includes supporting very heavy (3.1) and liquid
Compressing cylinder (3.2), between the left side template (2.1) and the frame part (1.1), the left top template (2.2) with it is described
Between bracket portion (1.3), between the right top template (2.3) and the bracket portion (1.3) and the right side template
(2.4) by supporting very heavy (3.1) and hydraulic jack (3.2) to be attached between the frame part (1.1).
4. side and roof arch band mid-board lining cutting chassis according to claim 3, it is characterised in that the bracket portion
(1.3) the traversing oil cylinder for being used for adjusting the bracket portion (1.3) center position is provided between support frame as described above (1.11)
(6), one end of the traversing oil cylinder (6) connects the bracket portion (1.3), and its other end connection support frame as described above
(1.11)。
5. side and roof arch band mid-board lining cutting chassis according to claim 4, it is characterised in that also including control system,
The walking mechanism (4), jacking cylinder (A3), hydraulic jack (3.2) and traversing oil cylinder (6) connect with the control system
Connect.
6. the side and roof arch band mid-board lining cutting chassis according to claim 2-5 any one, it is characterised in that the arch
Top casting build device (5) including panel (5.1) and be arranged in the same plate face of the panel (5.1) and with the panel
(5.1) four pieces of side plates (5.2) of a cavity with opening are formed, the panel (5.1), which is provided with, is used for casting concrete
Pour mouth (5.3).
7. side and roof arch band mid-board lining cutting chassis according to claim 6, it is characterised in that on the panel (5.1)
It is additionally provided with multiple through holes (5.4) for splice of being plugged into through reserved mid-board bar-mat reinforcement.
8. side and roof arch band mid-board lining cutting chassis according to claim 6, it is characterised in that on the side plate (5.2)
It is used for the handle (5.5) of holding provided with least one.
9. side and roof arch band mid-board lining cutting chassis according to claim 6, it is characterised in that the vault pours device
(5) by bearing pin (B1) and it is hinged the combination of otic placode (B2) between the left top template (2.2) and is flexibly connected, the arch
The combination progress by wedge pin (C1) and wedge pin otic placode (C2) between device (5) and the right top template (2.3) is built in top casting
Detachable connection；It is connected between the wedge pin (C1) and the side plate (5.2) by iron chains (5.6).
10. side and roof arch band mid-board lining cutting chassis according to claim 6, it is characterised in that also including reinforcing connection
Part (7), the reinforcing connector (7) includes vertical supporting bar (7.1), transverse support bar (7.2) and skewed horizontal load bar
(7.3), between the upper end of the left top template (2.2) and the bracket portion (1.3) and the right top template (2.3) it is upper
Be equipped with the vertical supporting bar (7.1) between end and the bracket portion (1.3), two vertical supporting bars (7.1) it
Between be provided with the transverse support bar (7.2), between the vertical supporting bar (7.1) and the bracket portion (1.3) provided with described in
Skewed horizontal load bar (7.3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425514.2U CN206419032U (en) | 2016-12-23 | 2016-12-23 | A kind of side and roof arch band mid-board lining cutting chassis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425514.2U CN206419032U (en) | 2016-12-23 | 2016-12-23 | A kind of side and roof arch band mid-board lining cutting chassis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206419032U true CN206419032U (en) | 2017-08-18 |
Family
ID=59575930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621425514.2U Withdrawn - After Issue CN206419032U (en) | 2016-12-23 | 2016-12-23 | A kind of side and roof arch band mid-board lining cutting chassis |
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| Country | Link |
|---|---|
| CN (1) | CN206419032U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593473A (en) * | 2016-12-23 | 2017-04-26 | 湖南五新隧道智能装备股份有限公司 | Trolley for side and roof arch zone middle partition wall lining |
| CN111561328A (en) * | 2020-05-25 | 2020-08-21 | 保利长大海外工程有限公司 | Can realize assembled lining cutting platform truck of quick turnover |
| CN111911198A (en) * | 2020-08-14 | 2020-11-10 | 中交路桥建设有限公司 | Rapid supporting structure for tunnel guide wall template and construction method |
| CN116971800A (en) * | 2023-09-21 | 2023-10-31 | 北京城建轨道交通建设工程有限公司 | Movable template trolley system for construction of partition wall in variable-section tunnel and conversion construction method |
-
2016
- 2016-12-23 CN CN201621425514.2U patent/CN206419032U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593473A (en) * | 2016-12-23 | 2017-04-26 | 湖南五新隧道智能装备股份有限公司 | Trolley for side and roof arch zone middle partition wall lining |
| CN106593473B (en) * | 2016-12-23 | 2019-08-02 | 湖南五新隧道智能装备股份有限公司 | A kind of side and roof arch band mid-board lining cutting trolley |
| CN111561328A (en) * | 2020-05-25 | 2020-08-21 | 保利长大海外工程有限公司 | Can realize assembled lining cutting platform truck of quick turnover |
| CN111911198A (en) * | 2020-08-14 | 2020-11-10 | 中交路桥建设有限公司 | Rapid supporting structure for tunnel guide wall template and construction method |
| CN116971800A (en) * | 2023-09-21 | 2023-10-31 | 北京城建轨道交通建设工程有限公司 | Movable template trolley system for construction of partition wall in variable-section tunnel and conversion construction method |
| CN116971800B (en) * | 2023-09-21 | 2023-12-01 | 北京城建轨道交通建设工程有限公司 | Movable template trolley system for construction of partition wall in variable-section tunnel and conversion construction method |
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