CN105156135B - A kind of tunnel lining trolley and its lining concrete pouring procedure - Google Patents
A kind of tunnel lining trolley and its lining concrete pouring procedure Download PDFInfo
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- CN105156135B CN105156135B CN201510476341.0A CN201510476341A CN105156135B CN 105156135 B CN105156135 B CN 105156135B CN 201510476341 A CN201510476341 A CN 201510476341A CN 105156135 B CN105156135 B CN 105156135B
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Abstract
The invention discloses a kind of tunnel lining trolley, including lining trolley body（1）, in the lining trolley body（1）It is provided with lining trolley panel（2）, in the lining trolley body（1）Outward and lining trolley body is provided with multiple burst steel end moulds, gap passes through burst plank sheathing between the two neighboring burst steel end mould（3）Closure, the upper end of the burst steel end mould and Tunnel（4）Connection, the side of the burst steel end mould is by bindiny mechanism and lining trolley panel（2）Connection.Die face plate in steel end of the present invention is movable design, so that steel end mould is improved to concrete lining thickness adaptability, end mould is split blade type steel form, modularization assemble, assembly becomes more to facilitate, assembled in hgher efficiency, template seal is more preferable, avoid in work progress because template loosens, cause the generation of lining construction quality accident so that construction of concrete lining progress is greatly improved.
Description
Technical field
The present invention relates to a kind of tunnel lining trolley and its lining concrete pouring procedure.
Background technology
With increasing that major long tunnel is built at home, the use of TBM development machines is more and more frequent, TBM synchronization lining skills
The application of art greatly shortens the tunnel construction duration.Current tunnel construction process mainly has following four step：Excavate → just
Phase supporting → inverted arch lining construction → arch wall lining construction.The construction of wherein lining cutting is related to the final construction quality of engineering, and it is applied
The progress of work is also related to the cycle that whole tunnel engineering is built.
The construction method of current lining cutting is mainly as follows：Using integrated hydraulic lining trolley, in lining construction, after chassis
Side pressure has been poured in the concrete lining for finishing in a upper plate, end socket Side Template is done using casting concrete, before lining trolley
It is open type to hold, and after chassis is in place, by manually utilizing wood lath assembly closed end opening, forms lining shuttering front end
Mould, after inspection is errorless, by the dog-house in lining trolley by concreting to template, treats that lining concrete reaches necessarily
After intensity, plank end mould is removed, receive trolley formwork, trolley formwork is separated with concrete lining, lining trolley reach is carried out down
One board concrete lining construction.This lining construction method is the method for generally using at present, is also method the most advanced, this
Plant obvious the drawbacks of construction method is present：Front end mould needs manually assembled tight using narrow plank block-by-block, on-site consolidation trouble, effect
Rate is low, takes serious.Front end mould assembly effect relation is frequent due to template assembly imprecision in site operation to construction quality
Or fixation is not firm, spillage is serious in causing work progress, causes lining concrete end face voids and pits, hole, leakage occur
Muscle, the mass defect such as rotten, it is serious because template runs mould, cause the lining cutting size of construction not meet design requirement, it has to
Carry out scrapping treatment.These problems can cause construction of concrete lining progress slow, seriously delay the duration.
The content of the invention
It is an object of the invention to provide a kind of assembled convenient, efficiency high, the tunnel-liner of template good leak tightness can be caused
Chassis and its lining concrete pouring procedure.
The purpose of the present invention realized by such technical scheme, a kind of tunnel lining trolley, including lining trolley
Body, lining trolley panel is provided with the lining trolley body, it is characterized in that：It is external in the lining trolley sheet and enclose
Lining trolley body is provided with multiple burst steel end moulds, gap passes through burst wooden model between the two neighboring burst steel end mould
Plate is blocked, and the upper end of the burst steel end mould is connected with Tunnel, and the side of the burst steel end mould is by connecting machine
Structure is connected with lining trolley panel.
Wherein, the burst steel end mould includes symmetrically arranged a pair of steel end mould side backing board, and the bindiny mechanism is set
On one end of steel end mould side backing board, one end is provided with the backing board of the steel end mould side and is connected with steel end mould side backing board
Stress frame channel-section steel component, two secondary stress frames arranged in parallel are horizontally arranged with the stress frame channel-section steel component
Channel-section steel, is vertically and symmetrically provided with two pairs stress frame angle steel, in the stress bone between described stress frame channel-section steel
Scalable fix bar is provided with rack slot steel component, described stress frame channel-section steel upper surface is provided with steel end die face plate.
In order to improve adaptability, the lower surface of the steel end die face plate is provided with the steel end of insertion time stress frame angle steel
Die face plate connecting plate, is provided with movable span on described stress frame angle steel, the steel end die face plate connecting plate by through
Steel end die face plate connecting plate connecting pin and the secondary stress frame angle steel of movable span are attached.
For the stabilization of structure, the stress frame channel-section steel component includes the W type branch being made up of four stress frame channel-section steels
Support, stress frame channel-section steel is provided with the turning point of W types support.
In order to prevent deformation, and also to improve steel end die face plate connecting plate stressing conditions, in the steel end die face plate
Upper setting limited location steel bar, the small floor of reinforcement is provided with the spacing steel bar two ends.
In order that obtaining uniform force, on described stress frame channel-section steel, and set limited by locating positioned at spacing steel bar
Position steel bar activity perforate.
In the present invention, the bindiny mechanism includes the steel end mould side connecting plate on the backing board of steel end mould side, in institute
The top setting for stating steel end mould side connecting plate is connected by the lining trolley side that connecting pin is flexibly connected with steel end mould side connecting plate
Plate, the upper end of the lining trolley side connecting plate is connected with lining trolley panel.
In order to strengthen stress, the lining trolley side connecting plate both sides are provided with deep floor A, in the steel end mould side
Connecting plate outside is provided with deep floor B.
In order to improve the adaptability of steel end mould, steel end is provided between the steel end die face plate and secondary stress frame angle steel
Die face plate extension adjustment device, the steel end die face plate extension adjustment device includes telescopic adjustment connecting plate and screw rod, described to stretch
Contracting regulation connecting plate is arranged on the lower surface of the steel end die face plate, and the telescopic adjustment plate both sides are provided with nut, described
Screw rod is located in described stress frame angle steel and through telescopic adjustment connecting plate and nut, one end and the steel end mould of the screw rod
Side backing board connection, rubber strip is provided with the side of the steel end die face plate.
In the present invention, adjacent two steel end die face plate is so connection：In the steel end die face plate and steel end die face plate
Between be provided with attachment means, the attachment means include being provided with the burst plank sheathing of steel end die face plate side, at described point
The lower section of piece plank sheathing and plank sheathing fixed plate is provided with positioned at the both sides of secondary stress frame channel-section steel, is fixed in the plank sheathing
Plank sheathing fix bar is provided with plate, one end of the plank sheathing fix bar plank sheathing fix bar bolt rod is provided with, in institute
The upper surface for stating plank sheathing fixed plate is provided with timber wedge.
A kind of lining concrete pouring procedure, methods described comprises the following steps：
1) steel end mould is installed
Lining trolley is in place, repetition measurement chassis seated position, meet it is errorless after carry out the installation of steel end mould, steel end molding close by
Under supreme carry out successively；
2）Steel end mould is closed
After steel end mould is in place, the distance of steel end die face plate and preliminary bracing is adjusted by rotary screw, by extruding steel end
The rubber strip of die face slate wall side realizes that steel end mould surrounding is closed, it is ensured that lining concrete casting process not spillage；
3）Plank sheathing is installed
By the space between the mould of burst splicing plank sheathing insertion two panels steel end, plank sheathing fix bar is penetrated into plank sheathing and is fixed
On plate, plank sheathing fix bar latch is plugged, prevent plank sheathing fix bar from slipping, plank sheathing fix bar is connected to steel end by iron chains
On mould；
4）Adjustment plank sheathing
Insertion timber wedge, adjustment burst splicing plank sheathing is concordant with steel end die face plate surface, and lining trolley top burst is spelled
Grafting template is not shut, and reserves peep hole, also serves as passage；
5）Fixed steel end mould
After steel end mould is in place, movable fix bar and cross bar of the regulation in stress frame channel-section steel, by embedded rock
Reinforcing bar in wall, steel Side Template is fixed；
6）Pour Tunnel Second Lining
The steel end closed situation of mould surrounding is checked again for, the plug of material such as indivedual fine gap flax silks is dead, and formation is sealed completely
The secondary lining space closed, finally casting concrete forms Tunnel Second Lining in closing space；
7）Form removal
After concrete reaches some strength, start form removal, form removal order is with erection sequence conversely, from top to bottom removing；
Excision first is embedded in the reinforcing bar in palisades, releases the constraint of steel end mould palisades side, then the wood for pulling up fixed burst assembly plank sheathing
Chock, removes plank sheathing fix bar latch, finally opens steel end mould, and lining trolley template shrinks the demoulding, checks that cleaning is all
Template.
Because die face plate in steel end of the present invention is movable design so that steel end mould is obtained to concrete lining thickness adaptability
Very big raising, end mould is designed as split blade type steel form, modularization assemble, and assembly becomes more to facilitate, assembled in hgher efficiency, mould
Plate seal is more preferable, it is to avoid because template loosens in work progress, cause the generation of lining construction quality accident so that concrete
Lining construction progress is greatly improved, and maximum has saved the tunnel construction duration.
Brief description of the drawings
Brief description of the drawings of the invention is as follows：
Fig. 1 is structural representation of the invention；
Fig. 2 is steel end mould burst schematic diagram；
Fig. 3 is that lining trolley monolithic steel end mould is closed and open mode schematic diagram；
Fig. 4 is monolithic steel end mould top view；
Fig. 5 is monolithic steel end mould front view；
Fig. 6 is monolithic steel end mould side view；
Fig. 7 is hinged skeleton stressing device side view for steel end mould；
Fig. 8 steel end mould is hinged skeleton stressing device front view；
Fig. 9 steel end die face plate be hinged skeleton attachment means side view；
Figure 10 steel end die face plate be hinged skeleton attachment means front view；
Figure 11 steel end die face plate extension adjustment device side view；
Burst splicing wooden model schematic diagram between the mould of Figure 12 steel end；
Figure 13 bursts splice wooden model seating side schematic diagram.
Specific embodiment
Specific embodiment of the invention is described in further detail below in conjunction with the accompanying drawings, but the present invention does not limit to
In these implementation methods, any improvement or replacement on the present embodiment essence spirit still falls within the claims in the present invention and wants
Seek the scope of protection.
Embodiment 1：As shown in Figure 1, 2, 3, a kind of tunnel lining trolley, including lining trolley body 1, in the lining cutting platform
Car body 1 is provided with lining trolley panel 2, and multiple is provided with outside the lining trolley body 1 and around lining trolley body
Burst steel end mould, gap is blocked by burst plank sheathing 3 between the two neighboring burst steel end mould, the burst steel end mould
Upper end is connected with Tunnel 4, and the side of the burst steel end mould is connected by bindiny mechanism with lining trolley panel 2.
As shown in figure 4, wherein, the burst steel end mould includes symmetrically arranged a pair of steel end mould side backing board 5, the company
Connection mechanism is arranged on one end of steel end mould side backing board 5, and one end and steel end mould are provided with steel end mould side backing board 5
The stress frame channel-section steel component of the connection of side backing board 5, is horizontally arranged with two parallels on the stress frame channel-section steel component
The secondary stress frame channel-section steel 6 of row, is vertically and symmetrically provided with two pairs stress frame angles between described stress frame channel-section steel 6
Steel 7, scalable fix bar 8 is provided with the stress frame channel-section steel component, is set the described upper surface of stress frame channel-section steel 6
It is equipped with steel end die face plate 9.
As shown in Fig. 4,10, the lower surface of the steel end die face plate 9 is provided with the steel end of insertion time stress frame angle steel 7
Die face plate connecting plate 10, is provided with movable span 11, the steel end die face plate connecting plate 10 on described stress frame angle steel 10
It is attached with secondary stress frame angle steel 7 by the steel end die face plate connecting plate connecting pin 12 through movable span 11.Do so energy
In the case of ensureing concrete lining 30 thickness difference, can be by adjusting the flexible to improve its adaptability of steel end die face plate 9.
As shown in figure 4, the stress frame channel-section steel component includes the W types support being made up of four stress frame channel-section steels 13,
Stress frame channel-section steel 13 is also equipped with the turning point of W types support, this is done so that structure is more stablized.
As shown in Fig. 5,6,7, limited location steel bar 14 is set on the steel end die face plate 9, by setting for spacing steel bar 14
Put so that during the die face 9 vertical suspension status of plate of steel end, even if steel end die face plate 10 stress of connecting plate are excessive, will not also become
Shape；The two ends of spacing steel bar 14 are provided with the small floor 15 of reinforcement, by strengthening the setting of small floor 15, further enhance
The stress of spacing steel bar 14.
As shown in Figure 5,6, on described stress frame channel-section steel 6, and limited location is set by locating positioned at spacing steel bar 14
Steel bar activity perforate 16, by the setting of spacing steel bar activity perforate 16 so that the stress of steel end die face plate 9 is more evenly distributed.
As shown in Fig. 3,7,8, above-mentioned bindiny mechanism includes the steel end mould side connecting plate on steel end mould side backing board 5
17, it is provided with what connecting pin 18 was flexibly connected with steel end mould side connecting plate 17 on the top of the steel end mould side connecting plate 17
Lining trolley side connecting plate 19, the upper end of the lining trolley side connecting plate 19 is connected with lining trolley panel 2.
As shown in Fig. 3,6,7, in order to strengthen stress, the both sides of lining trolley side connecting plate 19 are provided with deep floor
A20, deep floor B21 is provided with the outside of the steel end mould side connecting plate 17.
As shown in Fig. 4,5,11, steel end die face plate is provided between the steel end die face plate 9 and secondary stress frame angle steel 7
Extension adjustment device, the steel end die face plate extension adjustment device includes telescopic adjustment connecting plate 22 and screw rod 23, described flexible
Regulation connecting plate 22 is arranged on the lower surface of the steel end die face plate 9, and the both sides of telescopic adjustment plate 22 are provided with nut 24,
The screw rod 23 is located in described stress frame angle steel 7 and through telescopic adjustment connecting plate 22 and nut 24, the screw rod 23
One end be connected with steel end mould side backing board 5, the side of the steel end die face plate 9 is provided with rubber strip 25, when need regulation
During the die face plate 9 of steel end, by rotating screw rod 23 so that steel end die face plate 9 is moved；After template is in place, can also be by rotation
Screw rod adjusts the distance of steel end die face plate outer and Tunnel 4, by the rubber strip for extruding the palisades side of steel end die face plate 9
25 realize that steel end mould surrounding is closed, it is ensured that lining concrete casting process not spillage.
As shown in Fig. 2,12,13, attachment means, the company are provided between the steel end die face plate 9 and steel end die face plate 9
Connection device includes being provided with the burst plank sheathing 3 of the side of steel end die face plate 9, in the lower section of the burst plank sheathing 3 and positioned at secondary
The both sides of stress frame channel-section steel 6 are provided with plank sheathing fixed plate 26, and plank sheathing is provided with the plank sheathing fixed plate 26
Fix bar 27, plank sheathing fix bar latch 28 is provided with one end of the plank sheathing fix bar 27, is fixed in the plank sheathing
The upper surface of plate 26 is provided with timber wedge 29.
Burst plank sheathing 3 is fixed using plank sheathing fix bar 27, it is ensured that lining cutting Side Template globality.
Steel end molding is closed to be carried out successively from the bottom to top, after both sides steel end mould is in place, burst plank sheathing 3 is inserted into two panels steel end
Space between mould, plank sheathing fix bar 27 is penetrated in plank sheathing fixed plate, plugs plank sheathing fix bar latch 28, prevents wood
Shuttering fixing rod 27 is slipped, and plank sheathing fix bar 27 is connected on the mould of steel end by iron chains, is finally inserted timber wedge 29, adjustment point
Piece plank sheathing 3 is concordant with steel end die face plate surface, and burst plank sheathing 3 is not shut at the top of lining trolley, reserves peep hole, also serves as logical
Stomata.
After steel end mould is in place, scalable fix bar and independent cross bar 32 of the regulation in stress frame channel-section steel,
It is by the reinforcing bar 33 in embedded palisades, steel end mould is fixed.
A kind of lining concrete pouring procedure, methods described comprises the following steps：
1) steel end mould is installed
Lining trolley is in place, repetition measurement chassis seated position, meet it is errorless after carry out the installation of steel end mould, steel end molding close by
Under supreme carry out successively；
2）Steel end mould is closed
After steel end mould is in place, the distance of steel end die face plate and preliminary bracing is adjusted by rotary screw, by extruding steel end
The rubber strip of die face slate wall side realizes that steel end mould surrounding is closed, it is ensured that lining concrete casting process not spillage；
3）Plank sheathing is installed
By the space between the mould of burst splicing plank sheathing insertion two panels steel end, plank sheathing fix bar is penetrated into plank sheathing and is fixed
On plate, plank sheathing fix bar latch is plugged, prevent plank sheathing fix bar from slipping, plank sheathing fix bar is connected to steel end by iron chains
On mould；
4）Adjustment plank sheathing
Insertion timber wedge, adjustment burst splicing plank sheathing is concordant with steel end die face plate surface, and lining trolley top burst is spelled
Grafting template is not shut, and reserves peep hole, also serves as passage；
5）Fixed steel end mould
After steel end mould is in place, movable fix bar and cross bar of the regulation in stress frame channel-section steel, by embedded rock
Reinforcing bar in wall, steel Side Template is fixed；
6）Pour Tunnel Second Lining
The steel end closed situation of mould surrounding is checked again for, the plug of material such as indivedual fine gap flax silks is dead, and formation is sealed completely
The secondary lining space closed, finally casting concrete forms Tunnel Second Lining in closing space；
7）Form removal
After concrete reaches some strength, start form removal, form removal order is with erection sequence conversely, from top to bottom removing；
Excision first is embedded in the reinforcing bar in palisades, releases the constraint of steel end mould palisades side, then the wood for pulling up fixed burst assembly plank sheathing
Chock, removes plank sheathing fix bar latch, finally opens steel end mould, and lining trolley template shrinks the demoulding, checks that cleaning is all
Template.
Claims (10)
1. a kind of tunnel lining trolley, including lining trolley body（1）, in the lining trolley body（1）It is provided with lining cutting platform
Car panel（2）, it is characterized in that：In the lining trolley body（1）Outward and lining trolley body is provided with multiple burst steel
End mould, gap passes through burst plank sheathing between the two neighboring burst steel end mould（3）Closure, the upper end of the burst steel end mould
With Tunnel（4）Connection, the side of the burst steel end mould is by bindiny mechanism and lining trolley panel（2）Connection；
The burst steel end mould includes symmetrically arranged a pair of steel end mould side backing board（5）, the bindiny mechanism is arranged on steel end mould side
Backing board（5）One end on, in steel end mould side backing board（5）On be provided with one end and steel end mould side backing board（5）Connection
Stress frame channel-section steel component, two secondary stress frames arranged in parallel are horizontally arranged with the stress frame channel-section steel component
Channel-section steel（6）, in described stress frame channel-section steel（6）Between be vertically and symmetrically provided with two pairs of time stress frame angle steel（7）, institute
State in stress frame channel-section steel component and be provided with scalable fix bar（8）, in described stress frame channel-section steel（6）Upper surface is provided with
Steel end die face plate（9）.
2. tunnel lining trolley as claimed in claim 1, it is characterized in that：In the steel end die face plate（9）Lower surface set
There is insertion time stress frame angle steel（7）Steel end die face plate connecting plate（10）, in described stress frame angle steel（10）Upper setting
There is movable span（11）, the steel end die face plate connecting plate（10）By through movable span（11）The connection of steel end die face plate connecting plate
Pin（12）With secondary stress frame angle steel（7）It is attached.
3. tunnel lining trolley as claimed in claim 2, it is characterized in that：The stress frame channel-section steel component is included by four
Stress frame channel-section steel（13）The W types support of composition, stress frame channel-section steel is also equipped with the turning point of W types support（13）.
4. tunnel lining trolley as claimed in claim 3, it is characterized in that：In the steel end die face plate（9）Upper setting limited location
Steel bar（14）, in the spacing steel bar（14）Two ends are provided with the small floor of reinforcement（15）.
5. tunnel lining trolley as claimed in claim 4, it is characterized in that：In described stress frame channel-section steel（6）On, and be located at
Spacing steel bar（14）By locating to set limited location steel bar activity perforate（16）.
6. the tunnel lining trolley as described in claim 1,2,3,4 or 5, it is characterized in that：The bindiny mechanism includes being located at steel
End mould side backing board（5）On steel end mould side connecting plate（17）, in the steel end mould side connecting plate（17）Top be provided with it is logical
Cross connecting pin（18）With steel end mould side connecting plate（17）The lining trolley side connecting plate of flexible connection（19）, the lining trolley side
Connecting plate（19）Upper end and lining trolley panel（2）Connection.
7. tunnel lining trolley as claimed in claim 6, it is characterized in that：In the lining trolley side connecting plate（19）Both sides
It is provided with deep floor A（20）, in the steel end mould side connecting plate（17）Outside is provided with deep floor B（21）.
8. tunnel lining trolley as claimed in claim 7, it is characterized in that：In the steel end die face plate（9）With secondary stress frame
Angle steel（7）Between be provided with steel end die face plate extension adjustment device, the steel end die face plate extension adjustment device includes flexible tune
Section connecting plate（22）And screw rod（23）, the telescopic adjustment connecting plate（22）It is arranged on the steel end die face plate（9）Lower surface,
In the telescopic adjustment plate（22）Both sides are provided with nut（24）, the screw rod（23）Positioned at described stress frame angle steel（7）
It is interior and through telescopic adjustment connecting plate（22）And nut（24）, the screw rod（23）One end and steel end mould side backing board（5）Even
Connect, in the steel end die face plate（9）Side be provided with rubber strip（25）.
9. tunnel lining trolley as claimed in claim 8, it is characterized in that：The steel end die face plate（9）With steel end die face plate（9）
Between be provided with attachment means, the attachment means include being provided with steel end die face plate（9）The burst plank sheathing of side（3）,
The burst plank sheathing（3）Lower section and positioned at secondary stress frame channel-section steel（6）Both sides be provided with plank sheathing fixed plate（26）,
In the plank sheathing fixed plate（26）Inside it is provided with plank sheathing fix bar（27）, in the plank sheathing fix bar（27）One end set
It is equipped with plank sheathing fix bar bolt rod（28）, in the plank sheathing fixed plate（26）Upper surface be provided with timber wedge（29）.
10. a kind of lining concrete pouring procedure, methods described comprises the following steps：
1) steel end mould is installed
Lining trolley is in place, repetition measurement chassis seated position, meet it is errorless after carry out the installation of steel end mould, steel end molding close by it is lower extremely
On carry out successively；
2）Steel end mould is closed
After steel end mould is in place, the distance of steel end die face plate and preliminary bracing is adjusted by rotary screw, by extruding steel end die face
The rubber strip of slate wall side realizes that steel end mould surrounding is closed, it is ensured that lining concrete casting process not spillage；
3）Plank sheathing is installed
By the space between the mould of burst splicing plank sheathing insertion two panels steel end, plank sheathing fix bar is penetrated into plank sheathing fixed plate
On, plank sheathing fix bar latch is plugged, prevent plank sheathing fix bar from slipping, plank sheathing fix bar is connected to steel end mould by iron chains
On；
4）Adjustment plank sheathing
Insertion timber wedge, adjustment burst splicing plank sheathing is concordant with steel end die face plate surface, lining trolley top burst splice plate
Template is not shut, and reserves peep hole, also serves as passage；
5）Fixed steel end mould
After steel end mould is in place, movable fix bar and cross bar of the regulation in stress frame channel-section steel, by embedded palisades
Reinforcing bar, steel Side Template is fixed；
6）Pour Tunnel Second Lining
The steel end closed situation of mould surrounding is checked again for, indivedual fine gaps are dead with flax silk plug of material, form completely enclosed two
Secondary lining cutting space, finally casting concrete forms Tunnel Second Lining in closing space；
7）Form removal
After concrete reaches some strength, start form removal, form removal order is with erection sequence conversely, from top to bottom removing；First
Excision is embedded in the reinforcing bar in palisades, releases steel end mould palisades side and constrains, then pulls up timber wedge of fixed burst assembly plank sheathing,
Plank sheathing fix bar latch is removed, finally steel end mould is opened, lining trolley template shrinks the demoulding, check all templates of cleaning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510476341.0A CN105156135B (en) | 2015-08-06 | 2015-08-06 | A kind of tunnel lining trolley and its lining concrete pouring procedure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510476341.0A CN105156135B (en) | 2015-08-06 | 2015-08-06 | A kind of tunnel lining trolley and its lining concrete pouring procedure |
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| CN105156135A CN105156135A (en) | 2015-12-16 |
| CN105156135B true CN105156135B (en) | 2017-06-20 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105781583A (en) * | 2016-04-26 | 2016-07-20 | 中国中铁航空港建设集团有限公司 | Double-hinge reversible tunnel lining trolley steel end formwork and tunnel lining trolley |
| CN107448216A (en) * | 2017-09-25 | 2017-12-08 | 中铁十七局集团第工程有限公司 | A kind of tunnel trolley seaming die anti-crack device |
| CN109252892B (en) * | 2018-11-20 | 2020-06-23 | 贵州大学 | Hydraulic filling retaining wall convenient to shrink and transport |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007332666A (en) * | 2006-06-15 | 2007-12-27 | Gifu Kogyo Co Ltd | Compaction apparatus for tunnel lining concrete |
| JP5245486B2 (en) * | 2008-03-25 | 2013-07-24 | 株式会社大林組 | Tunnel construction method, inner formwork |
| CN202483587U (en) * | 2011-12-30 | 2012-10-10 | 中铁隧道股份有限公司 | Special-shaped lining trolley applied to occasion of non-disassembling support construction lining |
| CN202441391U (en) * | 2012-02-28 | 2012-09-19 | 中铁十二局集团有限公司 | End template device for mounting waterstop in tunnel secondary lining concrete |
| CN104500102A (en) * | 2014-12-26 | 2015-04-08 | 山东铁鹰建设工程有限公司 | Retractable tunnel lining trolley and rapid movement method thereof |
| CN204827478U (en) * | 2015-08-06 | 2015-12-02 | 中铁十八局集团隧道工程有限公司 | Tunnel lining platform truck |
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