CN1018750B - Movable framework of tunnel wall covering apparatus - Google Patents
Movable framework of tunnel wall covering apparatusInfo
- Publication number
- CN1018750B CN1018750B CN 90101012 CN90101012A CN1018750B CN 1018750 B CN1018750 B CN 1018750B CN 90101012 CN90101012 CN 90101012 CN 90101012 A CN90101012 A CN 90101012A CN 1018750 B CN1018750 B CN 1018750B
- Authority
- CN
- China
- Prior art keywords
- ink
- tunnel
- concrete
- internal perisporium
- die plate
- 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.)
- Expired
Links
Images
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
To perform stable proof even by a worker other than a skilled worker, by controlling the supply of ink on the base of the density of the printing control scale printed at the previous time. A printing control data measuring apparatus measures the reflecting density of a printing control scale. The reflecting density measured herein is compared with standard printing condition data by the data processing circuit of a printing control apparatus 16 and, further, the amount of ink to be emitted next time is operated. An ink supply control circuit sends a control signal to an ink emitting apparatus 4 according to the operated result. By this method, the ink emitting apparatus 4 emits the ink to an ink shaking roll 9 while moves on a rail 10. At this time, even when the supply amount of the ink is partially different according to a pattern, the ink emitting apparatus 4 is controlled to make it possible to partially change the emitting amount of the ink. The printing on and after the second sheet is performed in the same way.
Description
The present invention is about the moving die plate of tunnel lining device, particularly the top nubbin is pressed into when forming the concrete wall as once lining on the internal perisporium face that excavates good tunnel the moving die plate of the tunnel lining device that concrete uses.
Generally after excavating the tunnel on the rock mass, on the internal perisporium in the tunnel of excavating, form concrete wall as the once lining wall.To prevent avalanche sand from the internal perisporium face in tunnel, when strengthening tunnel internal perisporium face, make outward appearance good like this.This once lining wall construct be equipped with in internal perisporium face a distance of leaving the tunnel facing to template, be pressed into concrete in the space that between tunnel internal perisporium face and template, forms, after the hardening of concrete template removed and forms.The driving that also can follow the tunnel in addition is built into once lining continuously.
The present invention is relevant with CN-88101510.5, and The combined is used can obtain optimum efficiency.
In order to promote for the understanding of the present invention, the prior art as basis of the present invention is described in detail by Fig. 1 in addition.This prior art be with the application's the same name of applicant before invention is arranged, be disclosed in (open day is February 22 in 1985) in the clear 60-51299 open source literature.
The inboard of the internal perisporium face 2 in tunnel 1 is setting tunnel lining device 3 as shown in Figure 1, and it comprises moving die plate 4 and concrete supply portion 5.Tunnel lining device 3 is located in the tunnel 1, and profile can move along the leading truck 6 similar with internal perisporium face 2 shapes in tunnel 1, and the moving die plate 4 of tunnel lining device 3 leaves mutually with the internal perisporium 2 in tunnel 1, forms space 7, can move facing to internal perisporium face 2.Therefore when the concrete wall that forms as the once lining wall, for example for the foot of the internal perisporium face 2 of bottom surface 8 adjacency in tunnel 1, disposing tunnel lining device 3, in the space 7 between this moving die plate 4 and internal perisporium face 2, supply with fresh concrete 10 with the nozzle 9 of concrete supply portion 5.Behind the concrete curing in this position, tunnel lining device 3 is moved up, formed new space 7 between moving die plate 4 in the concrete top position of solidifying and the internal perisporium face 2, filling fresh concrete 10 and allow its solidify in this new space 7.This operation is carried out repeatedly, be built into the once lining wall.At this moment top 11 nubbins in tunnel 1 represent with center line that in the drawings concrete being pressed into carried out in 1 both sides from the tunnel, in the place facing to top 11 concrete are pressed into during final stage, and this is desirable in the operation.
Purpose of the present invention is at the mobile device that a kind of tunnel lining device is provided, it makes in the tunnel 1 internal perisporium 2 and moving die plate 4, between the concrete 10 of filling can have intensity, and can strengthen compressive strength, can prevent that also concrete 10 from falling because of deadweight even compressive strength is low.
Reaching of above-mentioned purpose, realize by moving die plate feature of the present invention, i.e. hinged several revolution rollers on bearing support, top suspension belt, dressed up and to be moved along the internal perisporium face in tunnel, and with the internal perisporium face from forming concrete filling space, help constructing continuously as the concrete wall of once lining wall, this bearing support has the space facing to the top in tunnel, and the mobile ditch that extends along the axis direction in tunnel, simultaneously, in this moves ditch, be provided with movably spray nozzle device, and installed at the bottom of the mobile ditch belt that suspension on the revolution roller above-mentioned mobile ditch is carried out obturation.
With reference to the accompanying drawings the present invention is illustrated.
Fig. 1 is as the formation of the moving die plate of the tunnel lining device of the prior art of last process of the present invention and the key diagram of action,
Fig. 2 is the simple plan view according to the revolution roller among the embodiment of the moving die plate of the tunnel lining device of last process of the present invention,
Fig. 3 is the simple side view of the revolution roller of the same moving die plate,
Fig. 4 is the simple stereogram according to the embodiment of moving die plate of the present invention.
With reference to Fig. 1 and Fig. 2, in the mobile device of the tunnel lining device of last process of the present invention, in many revolution roller 13a～13e of the moving die plate 4 relative with the internal perisporium face 2 in tunnel 1, the 1st revolution roller 13a is made into the circular bar-shaped of homogeneous diameter.On the one hand, begin to the 5th final revolution roller 13e from next the 2nd revolution roller 13b, its middle body 13b '～13e ', diameter than both ends 13b "～13e " is big, and increase gradually from its diameter of middle body 13b '～13e ', also have, towards final i.e. the 5th revolution roller 13e, its middle body 13b '～13e ' has the diameter that increases gradually, on these revolution rollers 13a～13e, preferably suspension flexible flexible belt 14, and at this moment, belt 14 has the shape (referring to Fig. 3) corresponding to all profiles of revolution roller 13a～13e.Thus, the concrete 10 of filling in the space 7 that between the internal perisporium face 2 in tunnel 1 and moving die plate 4, forms, formed tunnel top leave not filling concrete about two wall portions.
What show in Fig. 4 is, through in the internal perisporium face 2 in tunnel 1 and the space 7 between the moving die plate, repeating the action of filling concrete 10, after constructing the concrete wall of once lining wall at the top 11 that does not comprise tunnel 1 fully, can be at this top 11 moving die plate 94 of filling concrete 10 sleekly.In this moving die plate 94, be provided with bearing support 102, this bearing support is provided with the open top facing to tunnel 1, and along the tunnel 1 axially, promptly the mobile ditch 105 that extends with respect to the vertical direction of figure paper has mobile nozzle unit 99 in this moves ditch 105.Also having, is belts 104 that suspension on the revolution roller 103 that is being installed in the bearing support 102 in the bottom of mobile ditch 105, and the position of its suspension is that above-mentioned mobile ditch 105 obturations.Because this moving die plate 94, in the space that internal perisporium face 2 on the top 11 in tunnel 1 and moving die plate are 94 during filling concrete 10, the concrete 10 that falls because of deadweight can be flowed out in the space hardly keeping solidifying, can be built into the once lining wall that intensity does not reduce.
Moving die plate according to the above-mentioned tunnel lining device of the present invention that constitutes like that, the concrete of filling in the internal perisporium face in tunnel and the space between moving die plate is strengthened fully, the compressive strength that can keep height for the fresh concrete that is pressed into, that has suppressed in addition that filling in the internal perisporium face in tunnel and the space between moving die plate concretely flows out because of deadweight, can be prevented the remarkable result of intensity step-down or the like definitely.
Claims (1)
1, a kind of moving die plate of lining cutting device (94), go up hinged many revolution rollers (103) at bearing support (102), top suspension belt (104), dressed up can be along the tunnel internal perisporium face (2) of (1) move, and with internal perisporium (2) from the space that forms filling concrete (10), help constructing continuously as the concrete wall of once lining wall, it is characterized by, described bearing support has the space facing to the top 11 in tunnel 1, and the mobile ditch (105) of the axis direction extension of (1) along the tunnel, simultaneously, in this moves ditch (105), be provided with movably spray nozzle device (99), and the belt of at the last suspension of revolution roller (103) in the bottom of mobile ditch (105) (104) is to be configured to above-mentioned mobile ditch (105) is carried out obturation.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62060827A JPS63226496A (en) | 1987-03-16 | 1987-03-16 | Method of forming concrete wall in tunnel construction and belt formframe |
| JP60827/87 | 1987-03-16 | ||
| JP13614787U JPS6442398U (en) | 1987-09-05 | 1987-09-05 | |
| JP136147/87 | 1987-09-05 |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 88101510 Division CN1009169B (en) | 1987-03-16 | 1988-03-16 | Moving mould of tunnel liner device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1047904A CN1047904A (en) | 1990-12-19 |
| CN1018750B true CN1018750B (en) | 1992-10-21 |
Family
ID=26401882
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 88101510 Expired CN1009169B (en) | 1987-03-16 | 1988-03-16 | Moving mould of tunnel liner device |
| CN 90101012 Expired CN1018750B (en) | 1987-03-16 | 1990-02-27 | Movable framework of tunnel wall covering apparatus |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 88101510 Expired CN1009169B (en) | 1987-03-16 | 1988-03-16 | Moving mould of tunnel liner device |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN1009169B (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100214113B1 (en) * | 1993-05-11 | 1999-08-02 | 오가사와라 쇼헤이 | Manufacture of tunnel liner and apparatus for the same |
| CN107237641B (en) * | 2017-08-07 | 2018-12-07 | 水利部交通运输部国家能源局南京水利科学研究院 | Single shell lining intelligence sprayed construction method and device based on monitoring feedback technique |
| CN108506024A (en) * | 2018-04-17 | 2018-09-07 | 蓝传雯 | A kind of construction method and supporting mold of Tunnel |
| CN109372553B (en) * | 2018-11-26 | 2024-03-08 | 四川蓝海智能装备制造有限公司 | Belt template assembly for primary support mould spraying of tunnel |
| CN109505626B (en) * | 2018-11-26 | 2021-10-15 | 蓝传雯 | Method for spraying support mold at initial stage of tunnel by using belt template assembly |
| CN109611118A (en) * | 2018-11-26 | 2019-04-12 | 蓝传雯 | A kind of mould spray method of tunnel support layer |
| CN109441483B (en) * | 2018-11-26 | 2024-02-13 | 四川蓝海智能装备制造有限公司 | Electromagnetic template for tunnel mould spray casting |
| CN109296386B (en) * | 2018-11-26 | 2024-03-29 | 四川蓝海智能装备制造有限公司 | Forearm mechanism for die spraying |
| CN111469277B (en) * | 2020-05-18 | 2021-11-02 | 李永红 | Concrete transfer car (buggy) that prevents to solidify |
-
1988
- 1988-03-16 CN CN 88101510 patent/CN1009169B/en not_active Expired
-
1990
- 1990-02-27 CN CN 90101012 patent/CN1018750B/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| CN1009169B (en) | 1990-08-15 |
| CN1047904A (en) | 1990-12-19 |
| CN88101510A (en) | 1988-09-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C13 | Decision | ||
| GR02 | Examined patent application | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
| OR01 | Other related matters | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |