CN206329347U - A kind of lining trolley for metro station construction - Google Patents
A kind of lining trolley for metro station construction Download PDFInfo
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- CN206329347U CN206329347U CN201621425555.1U CN201621425555U CN206329347U CN 206329347 U CN206329347 U CN 206329347U CN 201621425555 U CN201621425555 U CN 201621425555U CN 206329347 U CN206329347 U CN 206329347U
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- 238000010276 construction Methods 0.000 title claims abstract description 68
- 230000007246 mechanism Effects 0.000 claims abstract description 22
- 238000009415 formwork Methods 0.000 claims description 18
- 230000007306 turnover Effects 0.000 claims description 15
- 238000009412 basement excavation Methods 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 239000011435 rock Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 2
- 235000011613 Pinus brutia Nutrition 0.000 description 2
- 241000018646 Pinus brutia Species 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
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- Lining And Supports For Tunnels (AREA)
Abstract
The utility model provides a kind of lining trolley for metro station construction, including for the first chassis part at the top of lining cutting metro station tunnel, be respectively used to lining cutting metro station tunnel side wall and control system that structure identical the second chassis part and the 3rd chassis part and control each several part chassis are acted, first chassis part includes the first portal frame system, the first template system and the first walking mechanism, and the second chassis part includes the second portal frame system, the second template system and the second walking mechanism.Using the technical solution of the utility model, effect is：Overall structure is simplified, and can simultaneously or separately be constructed on demand, practical；Lining trolley of the present utility model can realize that same section is by order step-by-step construction from the bottom to top in subway station, it is adaptable to the bad constructing tunnel of country rock grade, and can further ensure that the quality of lining construction, safe.
Description
Technical field
The utility model is related to technical field of tunnel construction, and in particular to a kind of lining cutting platform for metro station construction
Car.
Background technology
With subway apply more and more extensively, the planning of the subway in city is related to all directions, therefore, the ground residing for subway
The variation of matter condition.
The construction method of subway station commonly used in the prior art is mainly：Using small template and scaffold lining cutting lining cutting car
Section of standing bracket part, other parts are molded using steel formwork trolley once lining.
This method mainly has following defect above：(1) poor universality, such a construction method is primarily adapted for use in country rock
The good constructing tunnel of grade；(2) country rock class requirement is higher during the lining cutting of Integral Steel formwork jumbo, and steel formwork trolley makes work
Skill is complicated, and difficulty is than larger；(3) using small template and scaffold construction when, safety coefficient is low, complex process, and efficiency is low, its into
Type is of poor quality, and cost of labor is high.
In summary, develop a kind of suitable for country rock rank difference, easy construction, safe, low cost and lining cutting matter
Measured Construction Method of Metro Station and device are significant.
Utility model content
The utility model purpose is to provide one kind to be applied to country rock rank difference, easy construction (difficulty of construction reduction) and apply
The safe lining trolley for metro station construction of work, concrete technical scheme is as follows：
A kind of lining trolley for metro station construction, including for the first chassis at the top of lining cutting metro station tunnel
Partly, be respectively used to lining cutting metro station tunnel two side and structure identical the second chassis part and the 3rd chassis part and
Control system；
The first chassis part includes the first portal frame system, is arranged on first portal frame system and after formwork erection with treating
The first template system and be arranged on first portal frame system and use that lining cutting metro station tunnel top shape matches
The first walking mechanism in mobile whole first chassis part；First template system includes top template and is symmetrically hinged on
The two pieces of connection templates in the top template two ends and structure identical, the connection template passes through the first connector with the top template
It is movably arranged on first portal frame system；
The second chassis part includes the second portal frame system, is arranged on second portal frame system and after formwork erection with treating
The second template system that lining cutting metro station tunnel sidewall shape matches, it is arranged on second portal frame system and for moving
Move the second walking mechanism and connection second portal frame system of whole second chassis part and for entering to tunnel excavation face
Second connector of the support member of row support；
First walking mechanism, the first connector, the second connector and the second walking mechanism connect with control system
Connect.
Preferred in above technical scheme, second portal frame system includes basic portal frame system and increases door frame system
System, second walking mechanism is arranged on the lower end of the basic portal frame system, and the portal frame system that increases includes the first door frame
Single-piece and detachable the second door frame single-piece being arranged on directly over the first door frame single-piece；
Second template system is included with treating the bottom template that lining cutting metro station tunnel lower sidewall shape matches
System, with treating shape matches in the middle part of lining cutting metro station tunnel side wall middle part template system and with treating lining cutting subway station
The upper mould system that tunnel-side shaped upper part matches, between the bottom template system and the basic portal frame system,
Between the middle part template system and the first door frame single-piece and the upper mould system and the second door frame single-piece
Between pass through the 3rd connector connect；3rd connector is connected with the control system.
Preferred in above technical scheme, the upper end of the upper mould system is provided with turn-over form, the turn-over form
Lower end be hinged in the upper mould system, the turn-over form passes through the 4th connector and the second door frame single-piece and connected
Connect；4th connector is connected with the control system.
Preferred in above technical scheme, what the control system included be connected with the first chassis part first controls
Subsystem, the second control subsystem being connected with the second chassis part and be connected with the 3rd chassis part the 3rd
Control subsystem, first control subsystem, the second control subsystem and the separate setting of the 3rd control subsystem.
It is preferred in above technical scheme, first connector include head rod, the second connecting rod, hydraulic part,
Very heavy and hydraulic jack is supported, the first end of the head rod is movably arranged on the top template and the connection mode
One end that plate is hinged, the first end of second connecting rod is movably arranged on what is be hinged in the connection template with the top template
One end, the first end of the hydraulic part is fixed on first portal frame system, the second end of the head rod, described
Second end of two connecting rods and the second end three of the hydraulic part are flexibly connected；The very heavy and described hydraulic jack of support
One end be both connected on first portal frame system, the other end of the very heavy and described hydraulic jack of the support connects institute respectively
State top template and/or the connection template；
Second connector and the 3rd connector include supporting very heavy and hydraulic jack；
4th connector includes hydraulic jack；
Hydraulic part in first connector, hydraulic jack and supporting very heavy is connected with first control subsystem；
The second connector, the 3rd connector and the 4th connector in the second chassis part control subsystem with described second
System；The second connector, the 3rd connector and the 4th connector in the 3rd chassis part is sub with the described 3rd control
System.
Preferred in above technical scheme, being provided between the second door frame single-piece and the first door frame single-piece is used to limit
The limiting component of the fixed second door frame single-piece displacement, the limiting component includes being symmetricly set in the second door frame single-piece
Longeron both sides and two pieces of limited blocks on lateral connection beam in the first door frame single-piece and extend through two pieces
The limited block and for carrying out spacing screw rod to the second door frame single-piece.
Using the technical solution of the utility model, have the advantages that：
(1) the utility model, which is used for the lining trolley of metro station construction, includes being used at the top of lining cutting metro station tunnel
First chassis part, it is respectively used to lining cutting metro station tunnel side wall and structure identical the second chassis part and the 3rd chassis portion
Divide and control system, the first chassis part includes the first portal frame system, the first template system and the first walking mechanism, second
Chassis part includes the second portal frame system, the second template system, the second walking mechanism and the second portal frame system of connection and is used for
Second connector of the support member being supported to tunnel excavation face, the first walking mechanism, the first connector, support member, second
Connector and the second walking mechanism are connected with the control system.Overall structure is simplified, and the first chassis part, second
Car part and the 3rd chassis part are independently set, and are easy to simultaneously or separately be constructed on demand, practical；Because of the
Two chassis parts and the 3rd chassis part only need unilateral lining cutting, and the power that a total is born is side force, therefore, passes through
Second connector of design the second portal frame system of connection and support member eliminates the side force, it is ensured that the second chassis part and the 3rd
Car part keeps good stability during lining cutting；Subway station can be realized using lining trolley of the present utility model
In same construction section by order step-by-step construction from the bottom to top, it is adaptable to the bad constructing tunnel of country rock grade, and can be further
Ensure the quality of lining construction；Using lining trolley of the present utility model, without gathering small template and scaffold etc., other are attached
Part, can both reduce cost of labor, and can improve the security of construction.
(2) the second portal frame system includes basic portal frame system and increases portal frame system in the utility model, the second walking
Mechanism is arranged on the lower end of basic portal frame system, increases portal frame system including the first door frame single-piece and detachable is arranged on the
The second door frame single-piece directly over one door frame single-piece；Second template system include bottom template system, middle part template system and
Upper mould system.Second door frame part and the 3rd door frame part include bilevel design, are easy to subway station tunnel
The side wall in road carries out step-by-step construction from the bottom to top, can meet the construction demand in big cross section tunnel, can further ensure that again
The quality of lining construction, it is practical.
(3) turn-over form is additionally provided with the utility model, the side wall to metro station tunnel is realized in the design of turn-over form
Lining cutting and the perfect of the top lining cutting of metro station tunnel is connected, further ensures that lining quality.
(4) in the utility model control system include be connected with the first chassis part the first control subsystem, and
Second control subsystem of the second chassis part connection and the 3rd control subsystem being connected with the 3rd chassis part
System, first control subsystem, the second control subsystem and the separate setting of the 3rd control subsystem, three control
System is independently arranged, and is easy to individually complete construction；The concrete structure of control system can refer to prior art.
(5) in the utility model the first connector include head rod, the second connecting rod, hydraulic part, support it is very heavy with
And hydraulic jack；Second connector and the 3rd connector include supporting very heavy and hydraulic jack, and the 4th connector includes liquid
Compressing cylinder, connector is readily available, convenient control, can meet the demand of formwork erection and the demoulding, whole lining trolley is can ensure that again
Stability.
(6) it is provided with described for limiting described in the utility model between the second door frame single-piece and the first door frame single-piece
The limiting component of door frame displacement is supported, chassis is solved because being translated by caused by side force, it is ensured that the stability of whole chassis.
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 is the sectional schematic diagram of the preceding metro station tunnel of construction in embodiment 1；
Fig. 2 is the sectional schematic diagram after the lining cutting of metro station tunnel bottom in embodiment 1；
Fig. 3 is the sectional schematic diagram after the lining cutting of metro station tunnel middle and lower part in embodiment 1；
Fig. 4 is the M enlarged drawings in Fig. 3 (label 8 refers to the state position before turn-over form formwork erection and after formwork erection at two in figure)；
Fig. 5 is the sectional schematic diagram after the lining cutting of metro station tunnel middle and upper part in embodiment 1；
Fig. 6 is the attachment structure schematic diagram of top template, connection template and the first connector in Fig. 5；
Fig. 7 is the annexation figure of limiting component, the first door frame single-piece and the second door frame single-piece in Fig. 5；
Wherein, the 1, first chassis part, the 1.1, first portal frame system, the 1.2, first template system, 1.21, top template,
1.22nd, template, the 1.3, first walking mechanism are connected；
2nd, the second chassis part, the 2.1, second portal frame system, 2.1a, basic portal frame system, increase portal frame system at 2.1b,
2.11st, the first door frame single-piece, the 2.12, second door frame single-piece, the 2.2, second template system, 2.21, bottom template system, 2.22,
Middle part template system, 2.23, upper mould system, the 2.3, second walking mechanism；
3rd, the 3rd chassis part；
4th, the first connector, 4.1, head rod, the 4.2, second connecting rod, 4.3, hydraulic part；
5th, support member；
6th, the second connector；
7th, the 3rd connector；
8th, turn-over form；
9th, limiting component, 9.1, limited block, 9.2, screw rod；
A, support very heavy, B, hydraulic jack, C, fine sand backfill layer, D, plain concrete layer, E, reinforced concrete floor.
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：
The excavation face of metro station tunnel refers to Fig. 1, and being provided with before its lining construction is used to prop up tunnel excavation face
The support member 5 of support, the support member 5 includes inverted arch, flange beam stand, pier stud etc., can also combine other according to actual conditions
Part be used for support.
The lining trolley for metro station construction that the present embodiment is used is specifically included for lining cutting referring to Fig. 1-Fig. 7
The first chassis part 1 at the top of metro station tunnel, it is respectively used to lining cutting metro station tunnel two side and structure identical
Two chassis parts 2 and the 3rd chassis part 3 and control system, the control system include connecting with the first chassis part 1
The first control subsystem for connecing, the second control subsystem being connected with the second chassis part 2 and with the 3rd chassis
The 3rd control subsystem that part 3 is connected, first control subsystem, the second control subsystem and the 3rd control subsystem
Separate to set, each control subsystem is independently arranged, and is easy to construction.
The detailed construction of the first chassis part 1 refers to Fig. 3, Fig. 5 and Fig. 6, specifically include the first portal frame system 1.1,
It is arranged on first portal frame system 1.1 and after formwork erection with treating the first mould that lining cutting metro station tunnel top shape matches
Plate system 1.2 and it is arranged on first portal frame system 1.1 and for moving the first walking of whole first chassis part 1
Mechanism 1.3.First template system 1.2 includes top template 1.21 and is symmetrically hinged on the two ends of top template 1.21 and knot
Two pieces of connection templates 1.22 of structure identical, the connection template 1.22 passes through the activity of the first connector 4 with the top template 1.21
It is arranged on first portal frame system 1.1.First connector 4 includes head rod 4.1, the second connecting rod 4.2, liquid
Casting die 4.3, the very heavy A and hydraulic jack B of support, refer to Fig. 3, Fig. 5 and Fig. 6, the first end activity of the head rod 4.1
It is arranged on the one end being hinged on the top template 1.21 with the connection template 1.22, the first end of second connecting rod 4.2
It is movably arranged on the one end being hinged in the connection template 1.22 with the top template 1.21, the first end of the hydraulic part 4.3
It is fixed on first portal frame system 1.1, the second end of the head rod 4.1, the second of second connecting rod 4.2
Second end three of end and hydraulic part 4.3 is flexibly connected；One end of the very heavy A and hydraulic jack B of support is all connected with
On first portal frame system 1.1, the other end of the very heavy A and hydraulic jack B of support connects the backform respectively
Plate 1.21 and/or the connection template 1.22.Hydraulic part 4.3 herein can also use hydraulic jack.
Fig. 2, Fig. 3 and Fig. 5 are referred in the second chassis part 2, specifically include the second portal frame system 2.1, be arranged on it is described
On second portal frame system 2.1 and after formwork erection with treat the second template system 2.2 that lining cutting metro station tunnel sidewall shape matches,
It is arranged on second portal frame system 2.1 and for moving the second walking mechanism 2.3 of whole second chassis part 2 and connecting
Connect second portal frame system 2.1 and for the second connector 6 of the support member 5 being supported to tunnel excavation face；Described
Two connectors 6 include supporting very heavy A and hydraulic jack B.For the ease of construction, second portal frame system 2.1 includes basis
Portal frame system 2.1a and increase portal frame system 2.1b, second walking mechanism 2.3 is arranged on the basic portal frame system
2.1a lower end, it is described to increase portal frame system 2.1b including the first door frame single-piece 2.11 and detachable be arranged on described first
The second door frame single-piece 2.12 directly over door frame single-piece 2.11；Second template system 2.2 is included with treating lining cutting subway station
Bottom template system 2.21 that tunnel-side lower shape matches, with treating shape phase in the middle part of the wall of lining cutting metro station tunnel side
The middle part template system 2.22 matched somebody with somebody and with treating the upper mould system that lining cutting metro station tunnel side wall upper part shape matches
2.23, between the bottom template system 2.21 and the basic portal frame system 2.1a, the middle part template system 2.22 and institute
State between the first door frame single-piece 2.11 and between the upper mould system (2.23) and the second door frame single-piece 2.12
Connected by the 3rd connector 7；3rd connector 7 includes supporting very heavy A and hydraulic jack B.
The upper end of above-mentioned upper mould system 2.23 is provided with turn-over form 8, refers to Fig. 3 and Fig. 4, the turn-over form 8
Lower end is hinged in the upper mould system 2.23, and the turn-over form 8 passes through the 4th connector and the second door frame list
Part 2.12 is connected；4th connector includes hydraulic jack and/or supports very heavy (not shown).
Hydraulic jack B and the very heavy A of support are connected with first control subsystem in first connector 4；It is described
The second connector 6, the 3rd connector 7 and the 4th connector in second chassis part 2 with second control subsystem；
The second connector 6, the 3rd connector 7 and the 4th connector in the 3rd chassis part 3 is sub with the described 3rd control
System.
It is preferably provided between above-mentioned second door frame single-piece 2.12 and the first door frame single-piece 2.11 for limiting described the
The limiting component 9 of the displacement of two door frame single-piece 2.12, refers to Fig. 7, and the limiting component 9 includes being symmetricly set on second door frame
Longeron both sides in single-piece 2.12 and two pieces of limited blocks 9.1 on the lateral connection beam in the first door frame single-piece 2.11
And extend through two pieces of limited blocks 9.1 and be used to carry out spacing screw rod 9.2 to the second door frame single-piece 2.12.
Using the above-mentioned lining trolley for metro station construction, Specific construction process is as follows：
The first step, the bottom to metro station tunnel carry out lining construction, can be filled out carefully in relevant position after the construction of bottom
Sand backfill layer C, plain concrete layer D and reinforced concrete floor E, refer to Fig. 3 and Fig. 5；
Second step, using the second chassis part 2 and the 3rd chassis part 3 the side wall of metro station tunnel is served as a contrast simultaneously
Construction is built, is specifically：First using the second chassis part 2 and the 3rd 3 lower sidewall simultaneously to metro station tunnel of chassis part
Lining construction, then the side wall middle and upper part progress lining construction to metro station tunnel simultaneously are carried out, wherein：Metro station tunnel
Lower sidewall lining construction carries out lining construction to the side wall middle and upper part of metro station tunnel again after completing 10-20 hours, described
Subway station at least includes the construction section that two or more is connected along its length, and detailed process comprises the following steps：
The part played a supportive role in step a, dismounting support member 5 to the lower sidewall of metro station tunnel；Control system
The second chassis part 2 and the 3rd chassis part 3 is controlled to run to and treat lining cutting position；Control system control described second
Bottom template system 2.21 in chassis part 2 and the 3rd chassis part 3 realizes formwork erection, completes after formwork erection to subway station
The lower sidewall in tunnel carries out lining construction, refers to Fig. 2；
Step b, treat that the lower sidewall concrete of metro station tunnel is reached the second chassis portion after demoulding strength
The de- pine of bottom template system 2.21 divided in 2 and the 3rd chassis part 3；Increase the second chassis part 2 and described
The first door frame single-piece 2.11 and the second door frame single-piece 2.12 in three chassis parts 3 and the first chassis part 1 of control are to waiting to serve as a contrast
Build position, control system control the second chassis part 2 and middle part template system 2.22 in the 3rd chassis part 3,
Upper mould system 2.23 and turn-over form 8 are while formwork erection；Complete to carry out the side wall middle and upper part of metro station tunnel after formwork erection
Lining construction；
3rd step, lining construction carried out to the top of metro station tunnel using the first chassis part 1, details are：Control
System controls the de- pine of the upper mould system 2.23 in the second chassis part 2 and the 3rd chassis part 3, and controls to turn over
The upset demoulding of revolving die plate 8；Control system controls the formwork erection of the first template system 1.2 in the first chassis part 1；After the completion of formwork erection,
Lining construction is carried out to the top of metro station tunnel.
In above-mentioned work progress, during lining cutting corresponding site, the position in corresponding support member 5 of dismantling.
When same metro station tunnel includes multiple construction sections of series connection, its construction method can use following two kinds of sides
Formula：
The first：The construction of next construction section is carried out after the completion of one construction section construction again.
Second：Multiple construction sections are constructed simultaneously, in same construction section：First the bottom of metro station tunnel is carried out
Lining construction, then to the lower sidewall progress lining construction of metro station tunnel, then to the side wall upper part of metro station tunnel
Lining construction is carried out, lining construction finally is carried out to the top of metro station tunnel.Such as：Previous construction section is applied section and constructed side wall
Behind bottom, the lower sidewall of can construct latter section or rear multistage, then previous construction section of constructing side wall upper part, after then constructing
Side wall upper part of one section or rear multistage etc., sequence of construction can be selected in the light of actual conditions, still, same construction section according to by
Under the supreme sequence of construction constructed.
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 modifications, equivalent substitutions and improvements made etc. should be included within protection domain of the present utility model.
Claims (6)
1. a kind of lining trolley for metro station construction, it is characterised in that including at the top of lining cutting metro station tunnel
The first chassis part (1), be respectively used to lining cutting metro station tunnel two side and the second chassis of structure identical part (2) and
3rd chassis part (3) and control system；
The first chassis part (1) include the first portal frame system (1.1), be arranged on first portal frame system (1.1) and
With treating the first template system (1.2) that lining cutting metro station tunnel top shape matches and being arranged on described first after formwork erection
On portal frame system (1.1) and for moving the first walking mechanism (1.3) of whole first chassis part (1)；First template
System (1.2) includes top template (1.21) and is symmetrically hinged on the two pieces of companies in the top template (1.21) two ends and structure identical
Template (1.22) is connect, the connection template (1.22) is movably arranged on the top template (1.21) by the first connector (4)
On first portal frame system (1.1)；
The second chassis part (2) include the second portal frame system (2.1), be arranged on second portal frame system (2.1) and
With treating the second template system (2.2) that lining cutting metro station tunnel sidewall shape matches, being arranged on described second after formwork erection
In frame system (2.1) and for move whole second chassis part (2) the second walking mechanism (2.3) and connection described second
Portal frame system (2.1) and for the second connector (6) for the support member (5) being supported to tunnel excavation face；
First walking mechanism (1.3), the first connector (4), the second connector (6) and the second walking mechanism (2.3) are
It is connected with the control system.
2. the lining trolley according to claim 1 for metro station construction, it is characterised in that the second door frame system
System (2.1) includes basic portal frame system (2.1a) and increases portal frame system (2.1b), and second walking mechanism (2.3) is set
In the lower end of the basic portal frame system (2.1a), it is described increase portal frame system (2.1b) including the first door frame single-piece (2.11) with
And detachable the second door frame single-piece (2.12) being arranged on directly over the first door frame single-piece (2.11)；
Second template system (2.2) is included with treating the bottom template that lining cutting metro station tunnel lower sidewall shape matches
System (2.21), with treating shape matches in the middle part of lining cutting metro station tunnel side wall middle part template system (2.22) and with treating
The upper mould system (2.23) that lining cutting metro station tunnel side wall upper part shape matches, the bottom template system (2.21)
Between the basic portal frame system (2.1a), the middle part template system (2.22) and the first door frame single-piece (2.11) it
Between and the upper mould system (2.23) and the second door frame single-piece (2.12) between pass through the 3rd connector (7) even
Connect；3rd connector (7) is connected with the control system.
3. the lining trolley according to claim 2 for metro station construction, it is characterised in that the upper mould system
The upper end of system (2.23) is provided with turn-over form (8), and the lower end of the turn-over form (8) is hinged on the upper mould system
(2.23) on, the turn-over form (8) is connected by the 4th connector with the second door frame single-piece (2.12)；Described 4th connects
Fitting is connected with the control system.
4. the lining trolley according to claim 3 for metro station construction, it is characterised in that the control system bag
The first control subsystem being connected with the first chassis part (1), second be connected with the second chassis part (2) is included to control
Subsystem and the 3rd control subsystem being connected with the 3rd chassis part (3), first control subsystem, second
Control subsystem and the separate setting of the 3rd control subsystem.
5. the lining trolley according to claim 4 for metro station construction, it is characterised in that first connector
(4) head rod (4.1), the second connecting rod (4.2), hydraulic part (4.3), support very heavy (A) and hydraulic jack are included
(B), the first end of the head rod (4.1) is movably arranged on the top template (1.21) and the connection template
(1.22) one end being hinged, the first end of second connecting rod (4.2) be movably arranged on the connection template (1.22) with
One end that the top template (1.21) is hinged, the first end of the hydraulic part (4.3) is fixed on first portal frame system (1.1)
On, the second end, the second end of second connecting rod (4.2) and the hydraulic part (4.3) of the head rod (4.1)
The second end three be flexibly connected；Described one end for supporting very heavy (A) and the hydraulic jack (B) is both connected to described first
In frame system (1.1), the other end for supporting very heavy (A) and the hydraulic jack (B) connects the top template respectively
(1.21) and/or it is described connection template (1.22)；
Second connector (6) and the 3rd connector (7) include supporting very heavy (A) and hydraulic jack (B)；
4th connector includes hydraulic jack；
Hydraulic part (4.3), support very heavy (A) and hydraulic jack (B) are sub with the described first control in first connector (4)
System is connected；The second connector (6), the 3rd connector (7) and the 4th connector in the second chassis part (2) with
Second control subsystem；The second connector (6), the 3rd connector (7) and the 4th in the 3rd chassis part (3)
Connector with the 3rd control subsystem.
6. the lining trolley according to claim 2 for metro station construction, it is characterised in that the second door frame list
Being provided between part (2.12) and the first door frame single-piece (2.11) is used to limit the second door frame single-piece (2.12) displacement
Limiting component (9), the limiting component (9) include being symmetricly set on longeron both sides in the second door frame single-piece (2.12) and
Two pieces of limited blocks (9.1) on the lateral connection beam in the first door frame single-piece (2.11) and extend through two pieces of institutes
State limited block (9.1) and for carrying out spacing screw rod (9.2) to the second door frame single-piece (2.12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425555.1U CN206329347U (en) | 2016-12-23 | 2016-12-23 | A kind of lining trolley for metro station construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621425555.1U CN206329347U (en) | 2016-12-23 | 2016-12-23 | A kind of lining trolley for metro station construction |
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| CN206329347U true CN206329347U (en) | 2017-07-14 |
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| CN201621425555.1U Withdrawn - After Issue CN206329347U (en) | 2016-12-23 | 2016-12-23 | A kind of lining trolley for metro station construction |
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| CN (1) | CN206329347U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593474A (en) * | 2016-12-23 | 2017-04-26 | 湖南五新隧道智能装备股份有限公司 | Lining trolley for subway station construction and construction method thereof |
| CN109538245A (en) * | 2018-12-04 | 2019-03-29 | 中铁十二局集团有限公司 | A kind of no column stalk vault subway station formwork jumbo and its construction method |
-
2016
- 2016-12-23 CN CN201621425555.1U patent/CN206329347U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593474A (en) * | 2016-12-23 | 2017-04-26 | 湖南五新隧道智能装备股份有限公司 | Lining trolley for subway station construction and construction method thereof |
| CN109538245A (en) * | 2018-12-04 | 2019-03-29 | 中铁十二局集团有限公司 | A kind of no column stalk vault subway station formwork jumbo and its construction method |
| CN109538245B (en) * | 2018-12-04 | 2020-05-15 | 中铁十二局集团有限公司 | A construction method for a formwork trolley for a subway station with a column-free straight wall vault |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170714 Effective date of abandoning: 20180911 |
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| AV01 | Patent right actively abandoned |