CN208934709U - The telescoping steel form of tunnel side wall concrete lining cutting - Google Patents
The telescoping steel form of tunnel side wall concrete lining cutting Download PDFInfo
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- CN208934709U CN208934709U CN201821761023.4U CN201821761023U CN208934709U CN 208934709 U CN208934709 U CN 208934709U CN 201821761023 U CN201821761023 U CN 201821761023U CN 208934709 U CN208934709 U CN 208934709U
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- truss
- side wall
- trolley
- jack
- lining cutting
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Abstract
The utility model provides a kind of telescoping steel form of tunnel side wall concrete lining cutting, can be realized the full face quick lining cutting of tunnel concrete.Its structure trolley two sides is equipped with hoisting frame, hoisting frame is connected to trolley two sides by sliding-rail sliding, template and jack are equipped with above hoisting frame, template requires merogenesis manufacture installation, power source of the jack as hoisting frame, hoisting frame is slowly promoted, achievees the effect that synovial membrane, this structure is simple, it is convenient to assemble and disassemble, low in cost, adaptable, work progress and in time a kind of sleiding form of maintenance and the tunnel side wall concrete rapid construction of repairing construction mass defect can be monitored at any time.
Description
Technical field
The utility model patent technology is related to the construction method of tunnel concrete liner, in particular to a kind of tunnel abutment wall is mixed
The sleiding form of solidifying soil lining cutting.
Background technique
Currently, tunnel side wall concrete lining cutting generallys use telescoping steel form, it is full face to can be realized tunnel concrete
Quick lining cutting.But in the prior art the lining cutting of tunneling boring telescoping steel form it is more outstanding the disadvantage is that: telescoping steel form volume is big, weight
Greatly, it installs, is mobile, removing inconvenience；Manufacture, installation cost are high, and short tunnel is difficult to amortize its cost, section is bigger, abutment wall more
Height, amortization charge are higher；Adaptability is relatively poor, and telescoping steel form at all can not for the turning of small curvature in hole inside turn difficulty
It realizes；Intuitively work progress cannot be monitored, cannot find constructional deficiency in time, cannot in time to concrete curing,
It can only could be demoulded after strong, concrete construction defect can not be effectively addressed and conserve in time；Versatility is bad, for
Bending section, transition and peripheral wall height variation portion of tunnel etc. are not available, and also need to be influenced with other modes lining cutting is taken
Speed of application increases construction cost.
Utility model content
The purpose of the utility model patent technology is to solve key present in tunnel side wall concrete work progress
Problem, design a kind of structure is simple, convenient to assemble and disassemble, low in cost, adaptable, versatility is wide, it is quality controllable, can continuously apply
Work, one that work progress and in time maintenance and the tunnel side wall concrete rapid construction of repairing construction mass defect can be monitored at any time
Kind telescoping steel form.
A kind of in order to solve the above technical problems, the technical scheme adopted by the utility model is: tunnel side wall concrete lining
The telescoping steel form of block, including trolley are equipped with truss in trolley two sides, and trolley two sides are equipped with sliding rail, truss and are mounted on sliding rail
On sliding block connection, be fixedly connected with template in truss one end, trolley be equipped with hoisting mechanism, hoisting mechanism drive truss above and below
It is mobile.
In preferred embodiment, the hoisting mechanism is pressure lever type mechanism, including support rod and jack, support rod are embedded in coagulation
In soil, truss is equipped with hoisting frame, and hoisting frame is mounted on jack, and the tracks of jack are support rod.
In preferred embodiment, the hoisting mechanism is rod-pulling type mechanism, including support rod, jack and anchor pole, the support
Bar installs anchor pole outside concrete at the top of trolley, and support rod is connect with anchor pole, and support rod is the tracks of jack,
Jack is mounted on truss.
In preferred embodiment, the hoisting mechanism is cable wire hoisting mechanism, including cable wire and hoist engine, cable wire one end and truss
Connection, the cable wire other end are connect by pulley with hoist engine.
In preferred embodiment, truss is connect by demoulding lead screw with sliding block.
In preferred embodiment, bracket panel is equipped with below truss, bracket panel is connect by more lifting ropes with truss, on bracket panel
It is managed equipped with maintenance.
In preferred embodiment, bracket panel is equipped with below truss, bracket panel is connect by more lifting ropes with truss, on bracket panel
It is managed equipped with maintenance.
In preferred embodiment, jack is controlled by YKT-36 type hydraulic control panel.
In preferred embodiment, it is provided with charging mechanism on trolley, the charging mechanism includes hopper, multiple material-dividing grooves and more
A movable joint chute, each movable joint chute are separately positioned on trolley two sides, and each material-dividing groove one end is connected to each movable joint chute, other end
It is connected to the hopper being arranged at the top of trolley.
The utility model is solved the disadvantage that not being available in tunnel peripheral wall height variation portion, can intuitively be monitored mixed
Solidifying soil lining cutting process can demould in advance tunnel concrete and can conserve in time and the tunnel side of mending concrete constructional deficiency
Wall concrete lining rapid construction, design structure is simple, convenient to assemble and disassemble, low in cost, adaptable, versatility is wide, quality can
It controls, can continuously construct, work progress and in time the tunnel side wall concrete of maintenance and repairing construction mass defect can be monitored at any time
A kind of sleiding form of rapid construction.
Detailed description of the invention
Fig. 1 is the telescoping steel form floor map of the utility model
Fig. 2 is the telescoping steel form cross-sectional configuration schematic diagram of the utility model
Fig. 3 is that the telescoping steel form vertical section pressure lever type of the utility model promotes structural schematic diagram
Fig. 4 is the telescoping steel form vertical section rod-pulling type lift structure schematic diagram of the utility model
Fig. 5 is the telescoping steel form vertical section cable wire lift structure schematic diagram of the utility model
Meaning label is as follows in attached drawing:
Jack 1；Plank 2；Material-dividing groove 3；Hopper 4；Bridging 5；Movable joint chute 6；Sliding rail 7；Hoist engine 8；Pump line 9；
Trolley 10；Support rod 11；Anchor pole 12；Template 13；Truss 14；Bracket panel 15；Conserve pipe 16；Track 17；Demould lead screw 18；It is sliding
Block 19；Hoisting frame 20；Cable wire 21；Pulley 22.
Specific embodiment
Embodiment 1:
In Fig. 1 ~ 5, a kind of telescoping steel form of tunnel side wall concrete lining cutting, including trolley 10, it is equal in 10 two sides of trolley
Equipped with truss 14,10 two sides of trolley are equipped with sliding rail 7, and truss 14 is connect with the sliding block 19 being mounted on sliding rail 7, in 14 one end of truss
It is fixedly connected with template 13, is equipped with hoisting mechanism in trolley 10, hoisting mechanism driving truss 14 moves up and down, thus structure, can
To realize tunnel side wall lining, the place for being difficult to lining cutting of tunnel high-wall is resolved, and also final result is sliding well for side for lifting system
Film.
In preferred embodiment, the hoisting mechanism is pressure lever type mechanism, including support rod 11 and jack 1, support rod 11 bury
In concrete, truss 14 is equipped with hoisting frame 20, and hoisting frame 20 is mounted on jack 1, and the tracks of jack 1 are branch
Strut 11, the most simply, conveniently, support rod 11 also can replace the reinforcing bar inside concrete to this hoisting way, and use is such
Mode, it is necessary to be that reinforcement installation and concrete synchronous are constructed.
In preferred embodiment, the hoisting mechanism is rod-pulling type mechanism, including support rod 11, jack 1 and anchor pole 12 are described
Support rod 11 installs anchor pole 12 outside concrete at the top of trolley 10, and support rod 11 is connect with anchor pole 12, and support rod 11 is thousand
The tracks on jin top 1, jack 1 is mounted on truss 14, and such method may be implemented tension and compression combination, and support rod 11 can also be with
Recycling is reused.
In preferred embodiment, the hoisting mechanism is cable wire hoisting mechanism, including cable wire 21 and hoist engine 8,21 one end of cable wire
It is connect with truss 14,21 other end of cable wire is connect by pulley 22 with hoist engine 8, and thus structure, truss 14 are provided by hoist engine 8
Power, cable wire 21 lift the truss 14 on both sides simultaneously, can make 8 uniform force of hoist engine in this way, also can achieve synovial membrane
Effect.
In preferred embodiment, truss 14 is connect by demoulding lead screw 18 with sliding block 19, demoulding lead screw 18 by template 13 slowly
It is separated with concrete, keeps metope injury-free, then carry out synovial membrane again.
In preferred embodiment, bracket panel 15 is equipped with below truss 14, bracket panel 15 is connect by more lifting ropes with truss 14,
Bracket panel 15 is equipped with maintenance pipe 16, bracket panel 15 is suspended in midair in 13 lower part of template, after convenience is manually on bracket panel 15 to demoulding
Quality defect of concrete repaired in time, built-in fitting is handled；And arrange that a sprinkle water and spray fills on the downside of template 13
It sets, guarantee in time sprinkles water to the concrete for reaching initial setting strength, conserves.
In preferred embodiment, jack 11 is controlled by YKT-36 type hydraulic control panel, and console is in the commander of sliding mode system
The heart is that jack 1 provides power by oil pipe, control valve etc., and automatic leveling device is the synchronizing device of jack 1, is fixed on branch
It supports on thick stick, control is synchronized to jack 1 in due course, it is ensured that sliding formwork is horizontal, uniformly rises.
In preferred embodiment, 13 merogenesis of template is manufactured, and is bolted between section, and 13 length of template considers tunnel design point as a whole
Seam, reinforcing bar length, construction speed require etc. factors, be generally advisable with 10-20 meters, in order to pacify tear open, convenient transportation, can merogenesis system
It makes, is bolted between section.
In preferred embodiment, charging mechanism is provided on trolley 10, the charging mechanism includes hopper 4, multiple material-dividing grooves 3
With multiple movable joint chutes 6, each movable joint chute 6 is separately positioned on 10 two sides of trolley, and each 3 one end of material-dividing groove and each movable joint chute 6 connect
Logical, other end is connected to the hopper 4 that 10 top of trolley is arranged in, and concrete is directly sent to hopper 4 by concrete pump,
By material-dividing groove 3, movable joint chute 6 to 13 two sides uniform distributing of template, close a position, vibrate, mouth internal vibration over the pattern 13
Device effectively vibrates to concrete implementation.
Embodiment 2:
Template 13 makes: manufacturing in manufacturing shop by design requirement merogenesis, carries out an acceptance inspection after pre-assembled, merogenesis is compiled after qualification
Number.
Reinforcement installation: can install in advance, can also with slding form operation while installation, while sliding formwork；Recommend first to pacify using reinforcing bar
Dress mode, in favor of rapid concrete construction.
Die body installation: merogenesis installation after all systems are installed, carries out no-load test.
The installation of concrete conveying system: after template 13 is in place, installing concrete hopper 4, material-dividing groove 3, movable joint chute 6,
Concrete pump, erection concrete pump pipe are installed in suitable position.
Concrete construction: concrete is transported using tank car, and concrete pumping to aggregate bin utilizes material-dividing groove 3, movable joint chute
It 6 symmetrically puts in storage, uniform point storehouse；It is important to guarantee that two sides side wall concrete is uniformly synchronized and put in storage, to ensure that side does not occur for template 13
It moves, and is uniformly vibrated using the layering of flexible axle shock club.Strict implement sequence put in storage, be layered close a position, uniformly vibrate, synchronize it is sliding
Principle.
Sliding formwork is sliding: concrete pour for the first time it is first sliding with sliding formwork, strictly by following six step carry out: for the first time
Pour the concrete or mortar of 10cm thickness, half aggregate；Then the second layer concrete is poured no more than 30cm by lift height；Thickness
When reaching 70cm, start sliding 3~6cm, checks whether demoulding concrete intensity is suitable.4th layer pours rear sliding 6cm, continues
Layer 5 sliding 12cm~15cm again is poured, layer 6 pours rear sliding 20cm, if phenomenon without exception, can normally be poured
With it is sliding.Concreting is symmetrically poured using layering, and lift height is not more than 30cm.Sliding formwork it is first it is sliding will slowly into
Row, and in the process, to hydraulic device, 13 structure of template and related facility, in load conditions, comprehensive system inspection,
It finds the problem, handles in time, can be carried out after all going well normal sliding.When construction is transferred to normal sliding, it should keep as far as possible
It works continuously, demoulding concrete surface quality is observed by special messenger, with the suitable sliding time of determination and sliding speed.Normal day is sliding
4-6m or so is risen, this needs is determined according to compbined tests such as concrete property, feeding strength, environment temperature, demoulding strengths.
Concrete should be done before concreting and consolidates body setting test, should control it solid body setting time 4~6 hours.To protect
Card concrete smoothly puts in storage, it is desirable that concrete workability, good fluidity, the slump meet pumping requirements.The concrete surface of demoulding
Trowel troweling should can be used by having hard feeling and the finger mark of 1mm or so can be extruded without trickling and drawing crack phenomenon, hand.If demoulding is mixed
Solidifying soil face is smooth, can not do troweling processing.If demoulding concrete face is defective, concrete surface repairing should be carried out immediately, generally
It is flattened in concrete surface with magma with trowel.In order to which sliding formwork can be gone on smoothly, concrete supply is continuous.When concrete initial set
Between requirement to choose the Fresh Concrete with Admixtures presetting period and climate temperature etc. can be adjusted in time depending on the site environment.
The maintenance of concrete defect elimination: magma reparation is carried out to concrete using bracket panel 15 in time after demoulding, it is desirable that light,
It is even, smooth.To make demoulding concrete surface that there is suitable curing condition, prevents crack, be arranged on bracket panel 15
Curing agent can also be used in sprinkler pipe, is conserved in time to demoulding concrete face.
Die body decentralization, translation: after sliding formwork slides into design position, first by die body it is fixed using the suspention of roll bolt 12 or
Trolley 10 suspends pole-climbing in midair, installs jack 1；Or suspended in midair using guide chain, demoulding lead screw 18 is unclamped, keeps template 13 and concrete de-
From；Thereafter using console control jack die body is slowly transferred on the moving track of tunnel bottom plate or using jack,
The modes such as hoist engine 8 are transferred.It recycles that elevator is led or other power draw die body moving to next storehouse number, starts next storehouse
The construction of number concrete slip-form.
It is so round-trip in proper order, gradually complete tunnel side wall concrete lining construction.It, can for needing the tunnel of vault lining cutting
It is realized using vault trolley 10；For abutment wall transition, arc section etc., implement again after simply transformation can be carried out.
The above embodiments are only the optimal technical scheme of the utility model, and are not construed as the limit for the utility model
System, the technical solution that the protection scope of the utility model should be recorded with claim, the technical solution recorded including claim
The equivalents of middle technical characteristic are protection scope.Equivalent replacement i.e. within this range is improved, also in the utility model
Protection scope within.
Claims (8)
1. a kind of telescoping steel form of tunnel side wall concrete lining cutting, including trolley (10) are equipped with truss in trolley (10) two sides
(14), it is characterized in that: trolley (10) two sides are equipped with sliding rail (7), truss (14) connects with the sliding block (19) being mounted on sliding rail (7)
It connects, is fixedly connected with template (13) in truss (14) one end, be equipped with hoisting mechanism in trolley (10), hoisting mechanism drives truss
(14) it moves up and down.
2. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 1, it is characterized in that: the elevator
Structure is pressure lever type mechanism, including support rod (11) and jack (1), support rod (11) are embedded in concrete, and truss is set on (14)
Have hoisting frame (20), hoisting frame (20) is mounted on jack (1), and the tracks of jack (1) are support rod (11).
3. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 1, it is characterized in that: the elevator
Structure is rod-pulling type mechanism, including support rod (11), jack (1) and anchor pole (12), the support rod (11) outside concrete,
Anchor pole (12) are installed at the top of trolley (10), support rod (11) is connect with anchor pole (12), and support rod (11) is the fortune of jack (1)
Dynamic rail road, jack (1) are mounted on truss (14).
4. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 1, it is characterized in that: the elevator
Structure is cable wire hoisting mechanism, including cable wire (21) and hoist engine (8), cable wire (21) one end are connect with truss (14), cable wire (21)
The other end is connect by pulley (22) with hoist engine (8).
5. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 1, it is characterized in that: truss (14) is logical
Demoulding lead screw (18) is crossed to connect with sliding block (19).
6. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 1, it is characterized in that: in truss (14)
Lower section is equipped with bracket panel (15), and bracket panel (15) is connect by more lifting ropes with truss (14), and bracket panel (15) is equipped with maintenance
It manages (16).
7. the telescoping steel form of a kind of tunnel side wall concrete lining cutting according to claim 2 or 3, it is characterized in that: jack
(1) it is controlled by YKT-36 type hydraulic control panel.
8. according to claim 1 to a kind of 6 described in any item telescoping steel forms of tunnel side wall concrete lining cutting, it is characterized in that:
Charging mechanism is provided on trolley (10), the charging mechanism includes that hopper (4), multiple material-dividing grooves (3) and multiple movable joints slip
Cylinder (6), each movable joint chute (6) are separately positioned on trolley (10) two sides, and each material-dividing groove (3) one end is connected to each movable joint chute (6),
Other end is connected to the hopper (4) being arranged at the top of trolley (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821761023.4U CN208934709U (en) | 2018-10-29 | 2018-10-29 | The telescoping steel form of tunnel side wall concrete lining cutting |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821761023.4U CN208934709U (en) | 2018-10-29 | 2018-10-29 | The telescoping steel form of tunnel side wall concrete lining cutting |
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| CN208934709U true CN208934709U (en) | 2019-06-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109139056A (en) * | 2018-10-29 | 2019-01-04 | 中国水利电力对外有限公司 | The telescoping steel form of tunnel side wall concrete lining cutting |
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2018
- 2018-10-29 CN CN201821761023.4U patent/CN208934709U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109139056A (en) * | 2018-10-29 | 2019-01-04 | 中国水利电力对外有限公司 | The telescoping steel form of tunnel side wall concrete lining cutting |
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