CN105370298B - Loess tunnel once lining hydraulic template trolley - Google Patents
Loess tunnel once lining hydraulic template trolley Download PDFInfo
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- CN105370298B CN105370298B CN201510931505.4A CN201510931505A CN105370298B CN 105370298 B CN105370298 B CN 105370298B CN 201510931505 A CN201510931505 A CN 201510931505A CN 105370298 B CN105370298 B CN 105370298B
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Abstract
The present invention provides a kind of loess tunnel once lining hydraulic template trolley, two pieces of templates including portal and positioned at portal top, portal bottom sets tire, and top sets guide rail, guide rail is provided with the formwork-support that can be slided along guide rail, and formwork-support is flexibly connected with template by latch.The hoist engine that traction formwork-support is slided is additionally provided with portal.The present invention uses big-size formwork, can carry lining masonry quality；During work, previous piece of template is poured after the completion demoulding, latter template can be passed through by elevator machine travel, two pieces of templates are poured in turn, can be shortened the strong time such as form concrete, be improved operating efficiency.
Description
Technical field
The present invention relates to lining construction field, and in particular to one kind is built for mould of highway and railway loess tunnel
The formwork jumbo of concreting.
Background technology
, it is necessary to carry out preliminary bracing after tunnel excavation shaping.Current Tunnel generally uses New Austrian Tunneling Method principle
Bolt-spary supports form.But to the special geology structure such as collapsible loess, not fully it is applicable using combined bolting and shotcrete, it is domestic at present
Outer loess tunnel starts to build concrete- liner using a mould and secondary mould builds this composite lining mode of concrete- liner, and a lining mould builds concrete
Construction typically uses small punching block assembling construction, that is, by manually carrying out the peace of fritter steel form and form bracing system after the completion of excavating
Dress, template assembly carries out concrete placings construction after the completion of reinforcing, this kind of construction method is big because of tunnel cross-section, and fritter punching block quantity is more,
Line style is difficult to control to, while workman's set-up time is long, causes personnel in the excavation face lower work time for having chip off-falling incipient slump damage
It is long, therefore this method mechanization degree is low, consumption labour is more, construction speed is slow, working security is poor.
The content of the invention
It is mixed to simplify it is an object of the invention to provide a kind of hydraulic template trolley suitable for loess tunnel once lining
Solidifying soil, which is poured, applies operating process, overcomes the shortcoming of original conventional construction method, saves manpower from basic realize, improves production
Efficiency, ensures the safety of workmen.
To achieve the above object, the present invention uses following technical scheme：
A kind of loess tunnel once lining hydraulic template trolley, including portal and the template positioned at portal top, institute
Stating portal mainly includes the two lower longerons being parallel to each other, and lower longeron erects support upper end provided with parallel with lower longeron provided with perpendicular support
Upper longeron and the crossbeam vertical with upper longeron, it is characterised in that：The crossbeam is provided with two and the guide rail of beam vertical, institute
State the formwork-support that guide rail is provided with a rectangle, two of the formwork-support with the bottom on the side of guide rail parallel, be provided with
The slide rail slided along the guide rail；The template has two pieces, and two pieces of templates are set in portal upper parallel, and every piece of template includes
The backform of one arch, the two ends of the backform respectively connect one piece of big side mould, every piece big mould, the backform when mould connection is one piece small
It is connected with big rotated between mould, while big between the mould of Mo Yu little sides by connecting plate and bearing pin；The top of the formwork-support
It is flexibly connected between portion and the bottom of the backform by connecting plate and latch；The lower longeron of the portal often holds down either side
Respectively there are two road wheels, two road wheels that lower longeron is often held are connected by bearing, the middle part of the bearing is provided with bearings block,
The vertical activity of bearings block is interspersed in the end of lower longeron；Hydraulic system, the hydraulic pressure are additionally provided with the portal
System includes the vertical oil cylinder of regulation portal height, and adjusting template transverse shifting horizontal oil cylinder, under the vertical oil cylinder
End is supported in road wheel bearing support block, and the perpendicular support of portal is provided with lip block, and the vertical cylinder upper end is supported in
The lip block bottom；The horizontal oil cylinder is fixed on the formwork-support, is be arranged in parallel with crossbeam；The portal
On be additionally provided with and draw the hoist engine that the formwork-support is slided along guide rail, the hoist engine is located on portal rear cross,
Angle pulley is provided with the anterior crossbeam of portal, the pull rope of the hoist engine bypasses the angle pulley and the template branch
Support is connected；The portal sidepiece is provided with for the cat ladder above and below workmen；The perpendicular support, which is provided with, to stretch out and with erecting
Backing plate is equipped with the vertical worktable support beam of support, the worktable support beam.
The present invention is a kind of lining hydraulic template trolley built lining concrete in tunnel for secondary mould and specially designed, and is had
Advantages below and beneficial effect：
(1) there are formwork erection, demoulding functions, template is using overall bulk steel form, it is ensured that a lining concrete outward appearance line style, lining cutting
Surface smoothness is high；Lining cutting speed is fast, enormously simplify concreting and applies operating process, realizes that Quick mechanicalization is constructed,
Production efficiency is substantially increased, the safety of workmen has been ensured.
(2) set vertical and horizontal oil cylinder to realize the regulation in place of template, simplify cumbersome template adjustment work in place,
Only need to the i.e. operable template of a workman in place, be easily accomplished formwork erection task.
(3) use and guide rail is set at the top of template and chassis support piece-rate system particular design, chassis, two pieces of templates, one are set
Block template can be slided along guide rail and pass through another piece of template, and two pieces of templates are alternately constructed, when can effectively overcome form concrete etc. strong
Between it is longer, influence construction efficiency the characteristics of.
(4) trolley traveling draws traveling using rubber-tyred, can effectively utilize the existing plant equipment of constructing tunnel, and walking is convenient
Fast.
(5) support is set tire to be used for trolley traveling, can met poor using leading screw jack over the ground when chassis is poured
Foundation requirement.
(6) template-setup working window is used to concrete placings and vibrate, and fritter punching block concrete placings can be overcome to vibrate the shortcoming of difficulty.
Brief description of the drawings
Fig. 1 is the hydraulic jumbo structure front view of the present invention, it is shown that chassis is in formwork erection state；
Fig. 2 is the lateral structure schematic diagram of hydraulic jumbo；
Fig. 3 is the overlooking the structure diagram of template；
Fig. 4 is view when one piece of template of the invention passes through another piece of template.
Embodiment
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of loess tunnel once lining hydraulic template trolley of the invention, including door
Shape frame and the template positioned at portal top, the portal mainly include setting on the two lower longerons 1 being parallel to each other, lower longeron 1
There is perpendicular support 2,2 upper ends of perpendicular support are provided with the upper longeron 3 parallel with lower longeron and the crossbeam 4 vertical with upper longeron, the crossbeam 4 and set
There are the guide rail 5 of two and beam vertical, the guide rail 5 is provided with the formwork-support 6 of a rectangle, the formwork-support 6
Two with the bottom on the side of guide rail parallel, provided with the slide rail 7 slided along the guide rail；The template 8 has two pieces, and two pieces of templates exist
Portal upper parallel is set, and every piece of template includes the backform 81 of an arch, and the two ends of the backform 81 respectively connect one piece big side
Mould 82, the every piece big mould 83 when the connection of mould 82 is one piece small, the backform 81 and the big mould 82 between mould 82, while big and small side mould 83
Between pass through connecting plate and bearing pin and rotate connection；Lead between the top of the formwork-support 6 and the bottom of the backform 81
Cross connecting plate and latch is flexibly connected；The lower longeron 1 of the portal often holds down either side provided with two road wheels 9, lower longeron
Two road wheels 9 often held are connected by bearing 10, and the middle part of the bearing 10 is provided with bearings block 11, the bearings block
11 vertical activities are interspersed in the end of lower longeron 1；Hydraulic system is additionally provided with the portal, the hydraulic system includes regulation
The vertical oil cylinder 12 of portal height, and adjusting template transverse shifting horizontal oil cylinder 13, the vertical lower end of oil cylinder 12 support
In walking wheel bearing support block 11, the perpendicular support 2 of portal is provided with lip block 14, and the vertical upper end of oil cylinder 12 is supported in
The bottom of lip block 14；The horizontal oil cylinder 13 is fixed on the formwork-support 6, and is be arranged in parallel with crossbeam 4；Institute
State to be additionally provided with portal and draw the hoist engine 15 that the formwork-support is slided along guide rail, the hoist engine 15 is located at portal
On rear cross, angle pulley 16 is provided with the anterior crossbeam of portal, the pull rope 17 of the hoist engine 15 bypasses described turn
It is connected to pulley 16 with the front end of the formwork-support 6.
The present invention in the portal sidepiece when it is implemented, for convenience of chassis above and below constructing operation personnel, be provided with for applying
Cat ladder 18 above and below workman person.
For convenience of constructing operation personnel construction, the perpendicular support, which is provided with, to stretch out and the workbench vertical with vertical supporting
Backing plate is equipped with support beam 18, the worktable support beam 19.
The inner side of the big side mould is provided with the inside of chain block, the small side mould and the perpendicular support of portal is provided with cucurbit chain
Hanging part.
The present invention supports large and small side mould in formwork erection, therefore chassis is additionally provided with multiple template lateral support leading screw
20；According to the multiple leading screw connectors of design support zone setting on the inside of the template, it also is provided with the perpendicular support of the portal corresponding
Leading screw connector, each template lateral support leading screw one end is connected with the leading screw connector on the inside of template, one end and portal
Leading screw connector connection in perpendicular support.
The present invention is when it is implemented, the road wheel 9 can use rubber tyre.
As shown in figure 3, the present invention is on big side mould 82 and backform 81, multiple concrete placings working windows are staggeredly provided with from bottom to top
84, retractable cover plate is provided with concrete placings operation window；The middle part of the backform is provided with injected hole 85.
Below by way of a concrete application embodiment of the invention, with reference to accompanying drawing, structure and the course of work to the present invention are entered
Row is described in detail.In the present embodiment, chassis support body longitudinal direction (along tunnel direction) long 6.8m, two pieces of templates are every piece wide (vertical along chassis
To) 2.2m, template beam overall 4.4m；Each lining cutting pours 2.2m, and two pieces of templates are poured in turn.
The course of work of the present invention is as follows：
(1) formwork erection：
After the completion of tunnel excavation, before lining cutting, formwork jumbo is drawn to lining cutting position and starts formwork erection, formwork erection front template platform
Car is in demoulding state, is now connected between the backform and formwork-support of template by latch.Referring to Fig. 1, Fig. 2, formwork erection press with
Under several steps carry out：
A, by hoist engine 15 draw formwork-support 6 move, template lengthwise position is adjusted in place；
B, startup hydraulic electric motor, the operation vertical oil cylinder 12 of hydraulic jumbo rise, and portal rise makes template 8 close predetermined
Highly；
C, the horizontal lateral pushing template 8 of oil cylinder 13 of operation, template is adjusted to its center line and tunnel-liner center line pair
Together；Then operate vertical oil cylinder 12 to rise again, template 8 is reached predetermined altitude；
D, the installation chassis support jack 21 on lower longeron lower ground, make it hold out against longeron under chassis upwards, make platform
Wheel tire is in the state that do not stress；
E, installation and adjusting template lateral support leading screw 20, hold out against side template, side template is reached perfusion state；
G, it is small install small on ground below mould while vertical jack 22 over the ground of mould, it is held out against small side mould upwards.Most
After bulkhead is installed.Formwork erection is completed.
(2) casting concrete：
Formwork erection can carry out concreting after completing.First pour above one piece of template.Before concreting, template
Outer surface smearing release agent, to reduce the surface viscous force during demoulding.When pouring, first carried out from one working window of template bottom,
Pour to concrete soon concordant operation window when, close working window, then poured from a upper operation window, successively upwards
Pour, bound finally by grouting port.After the completion of previous piece of template is poured, latter piece of template is poured with same method.
(3) it is stripped：
When previous piece of template concrete setting is to design requirement, start the demoulding.The demoulding is carried out by the following steps：
A, the shuttering supporting leading screw for previous template of dismantling, small side mould vertical jack and bulkhead over the ground；
B, remove connecting bolt between the backform and support frame of latter template；
C, referring to Fig. 4, connect the cucurbit chain on the small side mould and portal of previous template using chain block chain 23
Connector, operation chain block first packs up small side mould, then receives big side mould, then packs up the chassis support thousand below longeron under stand
Jin top, makes chassis weight be placed in by vertical oil cylinder on tire.
D, vertical oil cylinder is gradually tapered up, the backform of previous template is also departed from lining cutting surface, complete the demoulding of monoblock template.
(4) template is walked：
As shown in figure 4, after the previous piece of template demoulding, its backform height is highly lower than the backform of latter piece of template, and its is large and small
Side mould is also due to chain block chain 23 is tightened up in contraction state.Now latter template is in released state with chassis.Traction
Chassis moves forward the distance of the width of one piece of template, and now previous template is moved to the lower section of latter template with chassis.Start
Hoist engine, traction formwork-support slides the distance of one piece of template width along guide rail, drives previous piece of template from latter piece of template
Lower section is passed through, and reaches latter piece of template rear, then by same formwork erection process, its formwork erection is poured.Now foregoing is forward and backward
The position of template has been exchanged.Treat that latter piece of foregoing template has reached demoulding strength, then be stripped, walked, so follow repeatedly
Ring formwork erection, pour concrete, the demoulding, chassis walking, template and walk this five courses of work, until completing the lining cutting in whole tunnel.
Claims (5)
1. a kind of loess tunnel once lining hydraulic template trolley, including portal and the template positioned at portal top, described
Portal mainly includes the two lower longerons being parallel to each other, and lower longeron erects support upper end provided with parallel with lower longeron provided with perpendicular support
Upper longeron and the crossbeam vertical with upper longeron, it is characterised in that：Guide rail of the crossbeam provided with two with beam vertical, it is described
Guide rail be provided with a rectangle formwork-support, two of the formwork-support with the bottom on the side of guide rail parallel, provided with edge
The slide rail that the guide rail is slided；The template has two pieces, and two pieces of templates are set in portal upper parallel, and every piece of template includes one
The backform of arch, each one piece of big side mould of connection in the two ends of the backform, the every piece big mould when mould connection is one piece small, the backform and
Rotated and connected by connecting plate and bearing pin between the mould of Mo Yu little sides greatly between mould, while big；The top of the formwork-support
It is flexibly connected between the bottom of the backform by connecting plate and latch；The lower longeron of the portal often holds down either side to set
There are two road wheels, two road wheels that lower longeron is often held are connected by bearing, the middle part of the bearing is provided with bearings block, institute
State the end that the vertical activity of bearings block is interspersed in lower longeron；Hydraulic system, the hydraulic pressure system are additionally provided with the portal
System include regulation portal height vertical oil cylinder, and adjusting template transverse shifting horizontal oil cylinder, the vertical oil cylinder lower end
It is supported in road wheel bearing support block, the perpendicular support of portal is provided with lip block, and the vertical cylinder upper end is supported in institute
State lip block bottom；The horizontal oil cylinder is fixed on the formwork-support, is be arranged in parallel with crossbeam；On the portal
It is additionally provided with and draws the hoist engine that the formwork-support is slided along guide rail, the hoist engine is located on portal rear cross,
Portal front portion crossbeam is provided with angle pulley, and the pull rope of the hoist engine bypasses the angle pulley and the shuttering supporting
The connection of frame front portion；The portal sidepiece is provided with for the cat ladder above and below workmen；The perpendicular support provided with stretch out and with
Backing plate is equipped with the vertical worktable support beam of perpendicular support, the worktable support beam.
2. loess tunnel once lining hydraulic template trolley according to claim 1, it is characterised in that：The side mould and top
On mould, staggeredly provided with multiple concrete placings working windows, retractable cover plate is provided with concrete placings operation window；The middle part of the backform
Provided with injected hole.
3. loess tunnel once lining hydraulic template trolley according to claim 1, it is characterised in that：The big side mould
Inner side is provided with the inside of chain block, the small side mould and is equipped with cucurbit chain hanging part in perpendicular support.
4. loess tunnel once lining hydraulic template trolley according to claim 1, it is characterised in that：The chassis is provided with
Multiple template lateral support leading screw；Multiple leading screw connectors, the template side are set on the inside of the template and in the perpendicular support of portal
It is connected to support leading screw one end with the leading screw connector on template inner side, one end connects with the leading screw connector in the perpendicular support of portal
Connect.
5. loess tunnel once lining hydraulic template trolley according to claim 1, it is characterised in that：The road wheel is adopted
Use rubber tyre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510931505.4A CN105370298B (en) | 2015-12-15 | 2015-12-15 | Loess tunnel once lining hydraulic template trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510931505.4A CN105370298B (en) | 2015-12-15 | 2015-12-15 | Loess tunnel once lining hydraulic template trolley |
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| Publication Number | Publication Date |
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| CN105370298A CN105370298A (en) | 2016-03-02 |
| CN105370298B true CN105370298B (en) | 2017-08-08 |
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| CN201510931505.4A Active CN105370298B (en) | 2015-12-15 | 2015-12-15 | Loess tunnel once lining hydraulic template trolley |
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| CN107503769A (en) * | 2017-09-14 | 2017-12-22 | 洛阳高飞桥隧机械有限公司 | A kind of high crag tunnel first lining trolley one serve as a contrast trolley device construction technology |
| CN107448218A (en) * | 2017-09-26 | 2017-12-08 | 中铁十七局集团第工程有限公司 | A kind of single-track tunnel lining trolley constructing device |
| CN107965337B (en) * | 2017-12-21 | 2024-06-21 | 湖南五新隧道智能装备股份有限公司 | Lining construction method and lining trolley adopted by same |
| CN108547632B (en) * | 2018-03-29 | 2019-09-06 | 中铁工程服务有限公司 | A kind of loess tunnel construction support device |
| CN108457675A (en) * | 2018-04-18 | 2018-08-28 | 何志杨 | A kind of formwork jumbo of automatic lifting walking |
| CN108442945A (en) * | 2018-04-18 | 2018-08-24 | 中铁二院工程集团有限责任公司 | A kind of self-propelled tunnel lining trolley |
| CN108468554B (en) * | 2018-06-08 | 2023-11-17 | 涪特智能装备（重庆）有限公司 | Tunnel trolley, geotextile waterproof board and mechanical laying method of two-lining longitudinal steel bars |
| JP7076363B2 (en) * | 2018-12-14 | 2022-05-27 | 鹿島建設株式会社 | How to place tunnel lining concrete |
| CN110486052A (en) * | 2019-09-04 | 2019-11-22 | 中交天和机械设备制造有限公司 | A kind of press injecting type concrete support method and the supporting mechanism for implementing it |
| CN110644590B (en) * | 2019-09-24 | 2021-02-19 | 中铁八局集团建筑工程有限公司 | Multi-vehicle pouring method for open-cut and underground channel |
| CN111140253B (en) * | 2019-12-11 | 2022-02-22 | 中铁隧道局集团建设开发有限公司 | Intelligent tunnel lining template positioning trolley |
| CN113446027B (en) * | 2021-07-10 | 2022-04-12 | 中铁一局集团(广州)建设工程有限公司 | Subway station structure side wall trackless hydraulic formwork trolley construction method |
| CN117780391B (en) * | 2024-02-26 | 2024-04-30 | 洛阳腾誉隧道机械有限公司 | Tunnel lining trolley |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103089278B (en) * | 2013-02-27 | 2015-05-20 | 中交隧道工程局有限公司 | Continuous operation rolling over docking type tunnel lining formwork trolley |
| CN103527218A (en) * | 2013-10-17 | 2014-01-22 | 陕西盛迈石油有限公司 | Multifunctional combined type concrete lining trolley |
| CN104612712B (en) * | 2014-11-21 | 2017-11-14 | 中铁一局集团有限公司 | A kind of tunnel double-lining construction formwork chassis based on rectangle support |
| CN104453951B (en) * | 2014-12-30 | 2018-02-06 | 中铁一局集团有限公司 | Combined type subway station lining template trolley for baffle |
| CN204627629U (en) * | 2015-04-14 | 2015-09-09 | 安徽岚岛重工科技股份有限公司 | Fully automatic hydraulic concrete-liner steel formwork trolley |
| CN205260050U (en) * | 2015-12-15 | 2016-05-25 | 中交第四公路工程局有限公司 | Lining cutting liquid die plate platform truck in loess tunnel |
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