The present invention relates to a hydraulic end die of tunnel secondary lining trolley and a construction method therefor mainly used for placing and setting concrete for railway and highway tunnel secondary lining. Due to particular characteristics of tunnel construction, a trolley end die must be mounted and dismounted for each use, and the operation process cannot be guaranteed to be exactly the same each time, which has a great impact on later work such as tunnel defect elimination. The present invention can reduce procedures of mounting and dismounting the end die each time, save a lot of manpower and material resources, ensure position error accuracy of a circumferential medium-buried water stop within 5 mm, ensure that the water stop is not folded and damaged in construction process, and promote tunnel construction quality to a new level.
With continuous growth of scale of infrastructure construction in China, construction of new highways and railways increases day by day. Trolley end dies for secondary linings of new railway and highway tunnels were mostly assembled with single plank and single batten in the past, and such method is featured by multiple construction procedures, tedious operations, low construction efficiency and high construction cost, so it is difficult to ensure quality of secondary lining ends, seriously affecting the overall construction period. Meanwhile, the mounting technology of secondary lining circumferential medium-buried water stops cannot reach the design requirements, and sizes and positions thereof cannot be determined accurately, even most of the water stops are damaged.
To overcome the above disadvantages of the prior art, the present invention provides a hydraulic end die of a tunnel secondary lining trolley and a construction method therefor. The hydraulic end die features simple structure, convenient and fast operation, and safe use, thus realizing the whole cycle process from trolley travel to secondary lining concrete placing without dismounting, greatly reducing labor intensity of workers, and ensuring the position of the circumferential medium-buried water stop and that the water stop is not folded or damaged during construction.
The technical solution used by the present invention for solving the technical problems is: a hydraulic end die of a tunnel secondary lining trolley, comprises a trolley side die-end die assembly and a trolley top die-end die assembly; wherein the trolley side die-end die assembly is fixed at an outer ring of a trolley side die assembly by means of a trolley side die-end die fixing device; the trolley top die-end die assembly is fixed at an outer ring of a trolley top die assembly by means of a trolley top die-end die fixing device; and the trolley side die-end die assembly and the trolley top die-end die assembly are connected with a hydraulic control system by means of a trolley side die-end die hydraulic telescopic device and a trolley top die-end die hydraulic telescopic device.
The present invention also provides a construction method for a hydraulic end die of a tunnel secondary lining trolley, which comprises the following steps: mounting a trolley top die-end die assembly and a side die-end die assembly, respectively; turning down a trolley hydraulic end die upper structure by means of a trolley hydraulic end die upper-lower structure connection hinge, fixing a trolley hydraulic end die lower structure on a trolley top die or side die assembly by means of a top die or side die-end die fixing device, and turning up the trolley hydraulic end die upper structure for fixing to mount circumferential medium-buried water stops; using a hydraulic control system to control trolley side die and top die-end die hydraulic telescopic devices to drive the trolley side die and top die-end die assemblies to stretch out and draw back to use positions under the guidance of the end die fixing device; connecting the trolley top die-end die assembly and the side die-end die assembly into a whole by means of a trolley end die connection device, and then placing concrete after reinforcing the whole body by means of a reinforcement portion; and dismounting the reinforcement portion, then dismounting the trolley end die connection device so that the trolley top die-end die assembly is separated from the side die-end die assembly, and sequentially dismounting the trolley top die-end die assembly and the side die-end die assembly.
Compared with the prior art, the present invention has the following positive effects: updating the key technical problem in tunnel secondary lining trolley construction, being capable of conveniently and quickly mounting and dismounting the trolley end die while accelerating the construction progress of tunnel secondary lining construction, thus reducing construction costs and improving labor productivity.
The present invention will be described in combination with embodiments and accompanying drawings, in which:
A hydraulic end die of a tunnel secondary lining trolley, as shown in
Side Die-End Die Portion:
The trolley side die assembly 2 is fixed with the trolley side die-end die assembly 6 by means of the trolley side die-end die fixing device (i.e., guide slot), and the trolley side die-end die hydraulic telescopic device 4 is connected with the trolley side die-end die assembly 6. The hydraulic control system 1 controls the trolley side die-end die hydraulic telescopic device 4, and the circumferential medium-buried water stop 5 is fixed by means of the trolley side die-end die assembly 6.
The trolley side die-end die fixing device (i.e., guide slot) 3, structured as shown in
The trolley side die-end die hydraulic telescopic device 4, structured as shown in
The hydraulic control system 1 controls the trolley side die-end die hydraulic telescopic device 4 to drive the trolley side die-end die assembly 6 to stretch out and draw back to use positions, so that the trolley side die-end die assembly 6 can precisely stretch out and draw back with the hydraulic control system 1 as a force generation point, the trolley side die-end die hydraulic telescopic device 4 as a force transmission point, and the side die-end die fixing device (i.e., guide slot) 3 as a guide point to reach precision control requirements.
The circumferential medium-buried water stop 5, structured as shown in
Top Die-End Die Portion:
The trolley top die assembly 11 is fixed with the trolley top die-end die assembly 10 by means of a trolley top die-end die fixing device 8 (i.e., guide slot), and the trolley top die-end die hydraulic telescopic device 9 is connected with the trolley top die-end die assembly 10. The hydraulic control system 1 controls the trolley top die-end die hydraulic telescopic device 9, and the circumferential medium-buried water stop 5 is fixed by means of the trolley top die-end die assembly 10.
The trolley top die-end die fixing device (i.e., guide slot) 8, structured as shown in
The trolley top die-end die hydraulic telescopic device 9, structured as shown in
The hydraulic control system 1 controls the trolley top die-end die hydraulic telescopic device 9 to drive the trolley top die-end die assembly 10 to stretch out and draw back to use positions, so that the trolley top die-end die assembly 10 can precisely stretch out and draw back with the hydraulic control system 1 as a force generation, the trolley top die-end die hydraulic telescopic device 9 as a force transmission point, and the top die-end die fixing device (i.e., guide slot) 8 as a guide point to reach precision control requirements.
The circumferential medium-buried water stop 5, structured as shown in
Mounting and Dismounting Portion:
After the trolley top die-end die assembly 10 and the trolley side die-end die assembly 6 are mounted, the trolley top die-end die assembly 10 is connected with the trolley side die-end die assembly 6 as a whole by means of the trolley end die connection device 7, and then concrete is placed after the whole body is reinforced.
The trolley end die connection device 7, structured as shown in
Before the trolley top die-end die assembly 10 and the trolley side die-end die assembly 6 are dismounted, the reinforcement portion should be dismounted. The trolley end die connection device 7 is dismounted so that the trolley top die-end die assembly 10 is separated from the trolley side die-end die assembly 6, and then the trolley top die-end die assembly 10 and the trolley side die-end die assembly 6 are sequentially dismounted.
The device is formed by cutting ordinary steel, and the control system is the original control system of the trolley. The advantages comprise easily available materials, simple control, and low cost. It can be convenient to use, and can be recycled to save resources.
The device is simply structured, conveniently and quickly operated and safely used. It effectively solves the key technical problem in tunnel secondary lining construction, and it is safer and more reliable and convenient than the previous method of a plank and a batten. The whole cycle process from trolley travel to secondary lining concrete placing can be completed without dismounting, thus reducing construction costs and improving labor productivity.
Number | Date | Country | Kind |
---|---|---|---|
201810264059.X | Mar 2018 | CN | national |
Filing Document | Filing Date | Country | Kind |
---|---|---|---|
PCT/CN2019/079038 | 3/21/2019 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2019/184791 | 10/3/2019 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
1802815 | Hilton | Apr 1931 | A |
Number | Date | Country |
---|---|---|
202900287 | Apr 2013 | CN |
103114862 | May 2013 | CN |
105822324 | Aug 2016 | CN |
205977236 | Feb 2017 | CN |
206419031 | Aug 2017 | CN |
108301847 | Jul 2018 | CN |
208010366 | Oct 2018 | CN |
2017002630 | Jan 2017 | JP |
101776091 | Sep 2017 | KR |
Number | Date | Country | |
---|---|---|---|
20210108515 A1 | Apr 2021 | US |