CN106013014A - Small-section tunnel side wall lining formwork erecting construction device - Google Patents
Small-section tunnel side wall lining formwork erecting construction device Download PDFInfo
- Publication number
- CN106013014A CN106013014A CN201610399564.6A CN201610399564A CN106013014A CN 106013014 A CN106013014 A CN 106013014A CN 201610399564 A CN201610399564 A CN 201610399564A CN 106013014 A CN106013014 A CN 106013014A
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- CN
- China
- Prior art keywords
- steel
- side wall
- jib
- plate
- wall lining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention provides a small-section tunnel side wall lining formwork erecting device which comprises set-shaped formwork systems and a moving supporting system. Each set-shaped formwork system comprises a face plate used for forming a set-shaped formwork according to the design appearance of a tunnel side wall, a steel arch frame used for supporting and fixing the face plate and a connecting piece. The moving supporting system comprises a supporting system upper structure and walking devices on the lower portion. The supporting system upper structure is provided with turnover formwork arm rests, and the turnover formwork arm rests are connected with the connecting pieces. The connecting pieces comprise adjusting screws. The position among the set-shaped formwork systems and the moving supporting system is controlled by adjusting the adjusting screws, and in-position operation, fixing, demolding and transferring of the face plates are achieved. The moving supporting system and the set-shaped formwork systems are connected through the adjusting screws and achieve locating, fixing, form removal and transferring of the formwork together. A construction method is suitable for the small section of a tunnel lining, the lining of a tunnel body is constructed according to the sequence of a bottom plate, the side wall and a top arch, and the aims of utilizing waste materials, saving materials, reducing labor intensity and accelerating the construction progress can be achieved.
Description
Technical field
The present invention relates to a kind of Hydraulic and Hydro-Power Engineering diversion system constructing device, especially relate to a kind of little disconnected
Face tunnel side wall lining formwork erection constructing device.
Background technology
At present at Hydraulic and Hydro-Power Engineering diversion system construction field, after headrace tunnel excavation the most all
Need to carry out concrete lining, especially for the tunnel lining that excavated section is little, most employings first end
Plate, rear abutment wall, the construction method of last lining cutting crown, side wall lining uses template in bulk, full hall foot hands
Frame is supported, and then pump concrete pours abutment wall.This abutment wall formwork erection technology, model sheetinstallat, tears open
Except labor intensity is big, the cycle is long, effect is low, consumable quantity is big.
The invention provides a kind of jacked piles with small section side wall lining vertical mold device and construction method, with " coagulation
Soil lining steel formwork jumbo sidewall template positioner " utility model patent compares, and has the following characteristics that head
First, it is less that this device is applicable to lining section, generally no greater than 20m2；Secondly, this device template is fixed
Bit architecture is simple, it is not necessary to hydraulic means, only relies on adjusting screw rod and can complete Template Location；Its three,
This device can utilize the jib of the turn-over form of onsite application, standard steel template, steel pipe scaffold and steel
Muscle carries out assembly or making, it is not necessary to custom-made；Its four, this device can realize waste and old utilization, just
Draw materials, cost-effective.
Summary of the invention
The invention provides a kind of jacked piles with small section side wall lining vertical mold device and construction method, including sizing
Template system, mobile support system, be applied to jacked piles with small section side wall concrete lining cutting formwork erection construction aspect,
Its technical scheme is as described below:
A kind of jacked piles with small section side wall lining vertical mold device, including typified form system, mobile support system,
Described typified form system includes forming the panel of typified form, in order to prop up according to tunnel side wall design outline
The steel arch-shelf of support fixed panel and connector, described mobile support system includes support system superstructure
With the running gear of bottom, described support system superstructure is provided with turn-over form jib, described upset
Template jib is connected with connector, and described connector includes adjusting screw rod, by adjusting adjusting screw rod control
Formulate the position between section mould plate system and mobile support system, it is achieved panel is in place, fixing, the demoulding and
Transfer.
Described panel, according to tunnel side wall design outline, is connected by fastener by standard steel template, thus shape
Become typified form.
Described steel arch-shelf includes the angle steel by being welded to connect, steel pipe, round steel, described steel arch-shelf and panel
The back side be welded to connect, the load action that shared side wall concrete pours, adopt between described steel arch-shelf
It is welded to connect with joint steel pipe.
Described steel-pipe welding, at the back side of panel, is weldingly fixed on angle steel by round steel, on described angle steel
The junction steel plate being welded with in connector, described junction steel plate bolts with adjusting screw rod.
Described turn-over form jib include using be welded to connect I-steel, angle steel, connecting plate, described company
Fishplate bar is connected with adjusting screw rod, uses pin to be connected between described adjusting screw rod and connecting plate.
Described running gear includes running wheel, clamping plate, backing plate and support post, described clamping plate, backing plate
And be welded to connect between support post, use latching to be connected between described running wheel and clamping plate, described pad
Plate is between clamping plate and support post, and described support post is connected with support system superstructure.
Described support system superstructure also includes steel pipe post, shear reinforcement, angle cleat, described in turn over
Revolving die plate jib uses steel pipe post to be attached in-between, and is provided with the shear reinforcement of intersection, institute
State and between before and after turn-over form jib, use angle cleat to be attached.
Described turn-over form jib includes jib channel-section steel, jib angle steel, jib connecting plate, described jib angle
Steel is for welding fixing connection jib channel-section steel, jib connecting plate, described jib channel-section steel, jib connecting plate
It is connected with adjusting screw rod.
Described turn-over form jib is three layers, is connected respectively to the upper, middle and lower three of panel by connector
Individual position.
Described mobile support system is between two typified form systems.
Jacked piles with small section side wall lining formwork erection constructing device involved in the present invention, can make full use of scene
Material, realize waste and old utilization；Simplify the workload that model sheetinstallat is removed, conveniently moving, be greatly shortened
Tunnel side wall lining concreting circulation time.
Accompanying drawing explanation
With enforcement, patent of the present invention is described further below in conjunction with the accompanying drawings:
Fig. 1 is the structural facades schematic diagram that patent of the present invention provides this device；
Fig. 2 is that patent of the present invention provides typified form architecture side-looking schematic diagram；
Fig. 3 is A-A schematic diagram in Fig. 2；
Fig. 4 is that patent of the present invention provides mobile support system structure front elevational schematic；
Fig. 5 is B-B schematic diagram in Fig. 4；
Fig. 6 is C-C schematic diagram in Fig. 4；
Fig. 7 is that patent of the present invention provides turn-over form jib schematic diagram in mobile support system；
Fig. 8 is that patent of the present invention provides running gear schematic diagram in mobile support system；
Wherein 1-typified form system；2-moves support system；3-standard steel template；4-steel pipe；5-circle
Steel；6-angle steel；7-adjusting screw rod；8-junction steel plate；9-shear reinforcement；10-jib channel-section steel；11-jib
Angle steel；12-jib connecting plate；13-support post；14-backing plate；15-clamping plate；16-running wheel；17-
Steel pipe post；18-angle cleat；20-turn-over form jib；21-running gear.
Detailed description of the invention
The jacked piles with small section side wall lining formwork erection constructing device that the invention provides, as it is shown in figure 1, include
Typified form system 1, mobile support system 2, described mobile support system 2 is positioned at two typified forms
Between system 1, being formwork erection position in storehouse outside described typified form system 1, mobile support system 2 is presented herein below
Water underplate concrete.
Bolted with typified form system 1 and mobile support system 2 by adjusting screw rod 7, control stock mould
Plate body system 1 is accurately positioned, fixes and removes.
As shown in Figure 2 and Figure 3, described typified form system 1 includes according to tunnel side wall design outline shape
Become typified form panel, in order to support steel arch-shelf and the connector of fixed panel, adopt between each assembly
With being welded to connect, described panel is according to tunnel side wall design outline, by standard steel template 3 by fastener even
It is connected into integral panels, thus forms typified form.Described steel pipe 4 is welded on the back side of panel, by circle
Steel 5 is weldingly fixed on angle steel 6.
According to tunnel side wall design outline, connected by fastener by standard steel template 3, form typified form
The panel of system 1.Passed through to be welded to connect by angle steel 6, steel pipe 4 and round steel 5, form stock mould plate body
It is the steel arch-shelf of 1, in order to support fixed panel；Steel pipe 4 is used to be welded to connect between steel arch-shelf, steel arch
Frame is welded to connect with back side of panel, the load action that shared side wall concrete pours.At steel arch-shelf
It is welded with junction steel plate 8 on angle steel 6, bolts with adjusting screw rod 7.
Described mobile support system 2 includes support system superstructure, running gear 21, between the two
It is welded to connect.
As Figure 4-Figure 6, described support system superstructure includes turn-over form jib 20, steel pipe post
17, shear reinforcement 9, angle cleat 18, be welded to connect between each assembly.
Described turn-over form jib uses steel pipe post 17 to be attached in-between, and is provided with intersection
Arrange shear reinforcement 9, before and after described turn-over form jib between use angle cleat 18 be attached.
The turn-over form jib of described mobile support system is by jib channel-section steel 10, jib angle steel 11, jib
Connecting plate 12 forms, and uses and is welded to connect, use between adjusting screw rod 7 and connecting plate 12 between assembly
Pin connects.
Described turn-over form jib is three layers, by adjusting screw rod 7 be connected respectively to panel upper, in,
Lower three positions.
As Figure 7-8, the running gear of described mobile support system includes running wheel 16, clamping plate
15, backing plate 14 and support post 13, is welded to connect between clamping plate 15, backing plate 14 and support post 13,
Latching is used to be connected between running wheel 16 with clamping plate 15.Described backing plate 14 is positioned at clamping plate 15 and supports
Between column 13, described support post 13 is connected with support system superstructure.
It is less that described jacked piles with small section side wall lining formwork erection constructing device is applied to tunnel lining section, barrel
Lining cutting uses according to when base plate, abutment wall, crown successively sequence construction.This device is typically designed a length of
3m, it is also possible to design requirement according to tunnel lining, be spliced into 3～15m.When tunnel bottom board concrete waters
After having built, meeting construction loads requirement of strength, this device relies on the locomotor activity of self, passes through power
Equipment (or manpower) draws, and moves integrally side wall lining position, carries out model sheetinstallat construction.
During use, described jacked piles with small section side wall lining formwork erection constructing device pours at tunnel bottom board concrete
After completing, this device relies on the running gear of self to move integrally to tunnel side wall lining position, by adjusting
Joint screw rod adjusts the relative position of this device, it is achieved being accurately positioned of model sheetinstallat, form removable, then
It is transferred to the next one and pours position in storehouse.
Claims (10)
1. a jacked piles with small section side wall lining vertical mold device, it is characterised in that: include stock mould plate body
System, mobile support system, described typified form system includes forming sizing according to tunnel side wall design outline
The panel of template, in order to support steel arch-shelf and the connector of fixed panel, described mobile support system bag
Including the running gear of support system superstructure and bottom, described support system superstructure is provided with upset
Template jib, described turn-over form jib is connected with connector, and described connector includes adjusting screw rod,
The position between typified form system and mobile support system is controlled, it is achieved panel by adjusting adjusting screw rod
In place, fixing, the demoulding and transfer.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described panel, according to tunnel side wall design outline, is connected by fastener by standard steel template, thus is formed and determine
Section mould plate.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described steel arch-shelf includes the back of the body of the angle steel by being welded to connect, steel pipe, round steel, described steel arch-shelf and panel
Face is welded to connect, the load action that shared side wall concrete pours, the company of employing between described steel arch-shelf
Connect steel-pipe welding to connect.
Jacked piles with small section side wall lining vertical mold device the most according to claim 3, it is characterised in that:
Described steel-pipe welding, at the back side of panel, is weldingly fixed on angle steel by round steel, and described angle steel is welded with
Junction steel plate in connector, described junction steel plate bolts with adjusting screw rod.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described turn-over form jib include using be welded to connect I-steel, angle steel, connecting plate, described connecting plate
It is connected with adjusting screw rod, between described adjusting screw rod and connecting plate, uses pin to be connected.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described running gear includes running wheel, clamping plate, backing plate and support post, described clamping plate, backing plate and
It is welded to connect between support column, uses latching to be connected between described running wheel and clamping plate, described backing plate position
Between clamping plate and support post, described support post is connected with support system superstructure.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described support system superstructure also includes steel pipe post, shear reinforcement, angle cleat, described turning mould
Plate jib uses steel pipe post to be attached in-between, and is provided with the shear reinforcement of intersection, described in turn over
Angle cleat is used to be attached between before and after revolving die plate jib.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described turn-over form jib includes jib channel-section steel, jib angle steel, jib connecting plate, and described jib angle steel is used
In welding fixing connection jib channel-section steel, jib connecting plate, described jib channel-section steel, jib connecting plate and tune
Joint screw rod is connected.
Jacked piles with small section side wall lining vertical mold device the most according to claim 7, it is characterised in that:
Described turn-over form jib is three layers, is connected respectively to the position, three, upper, middle and lower of panel by connector
Put.
Jacked piles with small section side wall lining vertical mold device the most according to claim 1, it is characterised in that:
Described mobile support system is between two typified form systems.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610399564.6A CN106013014B (en) | 2016-06-07 | 2016-06-07 | A kind of jacked piles with small section side wall lining formwork erection constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610399564.6A CN106013014B (en) | 2016-06-07 | 2016-06-07 | A kind of jacked piles with small section side wall lining formwork erection constructing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013014A true CN106013014A (en) | 2016-10-12 |
| CN106013014B CN106013014B (en) | 2018-07-20 |
Family
ID=57090856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610399564.6A Active CN106013014B (en) | 2016-06-07 | 2016-06-07 | A kind of jacked piles with small section side wall lining formwork erection constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013014B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677135A (en) * | 2016-12-29 | 2017-05-17 | 中国人民解放军63926部队 | Underground gallery movable wood beam plywood formwork trolley |
| CN110307010A (en) * | 2019-07-31 | 2019-10-08 | 中国电建集团成都勘测设计研究院有限公司 | Hydraulic tunnel abutment wall and bottom plate lining construction template system |
| CN113803088A (en) * | 2021-09-27 | 2021-12-17 | 中铁一局集团有限公司 | Isolated double-lining shield tunnel construction structure and construction method |
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| JP2000136693A (en) * | 1998-10-30 | 2000-05-16 | Kajima Corp | Forepoling support method for tunnel |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677135A (en) * | 2016-12-29 | 2017-05-17 | 中国人民解放军63926部队 | Underground gallery movable wood beam plywood formwork trolley |
| CN110307010A (en) * | 2019-07-31 | 2019-10-08 | 中国电建集团成都勘测设计研究院有限公司 | Hydraulic tunnel abutment wall and bottom plate lining construction template system |
| CN113803088A (en) * | 2021-09-27 | 2021-12-17 | 中铁一局集团有限公司 | Isolated double-lining shield tunnel construction structure and construction method |
| CN113803088B (en) * | 2021-09-27 | 2024-05-10 | 中铁一局集团有限公司 | Isolated double-lining shield tunnel construction structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106013014B (en) | 2018-07-20 |
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