CN208343136U - A kind of voluntarily prefabricated immersed tube template of tunneling boring - Google Patents
A kind of voluntarily prefabricated immersed tube template of tunneling boring Download PDFInfo
- Publication number
- CN208343136U CN208343136U CN201820585740.XU CN201820585740U CN208343136U CN 208343136 U CN208343136 U CN 208343136U CN 201820585740 U CN201820585740 U CN 201820585740U CN 208343136 U CN208343136 U CN 208343136U
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- internal model
- lateral plate
- template
- needle beam
- runway
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Abstract
The utility model discloses a kind of voluntarily prefabricated immersed tube template of tunneling boring, including concrete floor, lateral plate template part and inner mould portion, the lateral plate template part is made of lateral plate mould truss and lateral plate mould；The inner mould portion is made of runway internal model, middle gallery internal model, runway internal model needle beam system, middle gallery internal model needle beam system；The side and bottom of the runway internal model are mounted on runway internal model adjustment device；The bottom of the runway internal model needle beam system is equipped with runway internal model needle beam longitudinal-moving device A；Concrete pipe sinking tunneling boring primary concreting is completed, improve the quality of concrete construction, the molding, demoulding, height adjustment of all adjustment movement such as templates, middle line align the template in the construction process, completed by the operation of hydraulic system, it greatly improves work efficiency, cost of labor is reduced simultaneously, template longitudinal movement is self-powered walking, and conveniently moving of a whole set of template between station is quick.
Description
Technical field
The utility model relates to mould plate technique field, specially a kind of voluntarily prefabricated immersed tube template of tunneling boring.
Background technique
For many years the mode of concrete prefabricated immersed tube is substantially using the secondary Construction Mode for pouring forming, i.e., first uses
A set of template pours the bottom plate of immersed tube, while pouring bottom chamfer and one section of side wall panel.Then it is poured with another set of template again
Its side wall panel and top plate.
However, such form of construction work has two o'clock shortcoming, first is that the quality on concrete joint surface is (main between two-step pouring
It is watertightness and intensity) need stringent control, two to be needed template quantity larger (two sets), simultaneously because pouring in two times, no
Pipe is that the investment of equipment cost or duration and artificial investment all can be larger.
So how to design a kind of voluntarily prefabricated immersed tube template of tunneling boring, becoming us will currently be solved the problems, such as.
Utility model content
The purpose of this utility model is to provide a kind of voluntarily prefabricated immersed tube templates of tunneling boring, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the utility model provides the following technical solutions: a kind of voluntarily prefabricated immersed tube template of tunneling boring,
Including concrete floor, lateral plate template part and inner mould portion, the lateral plate template part is by lateral plate mould truss and lateral plate mould group
At；The inner mould portion is by runway internal model, middle gallery internal model, runway internal model needle beam system, middle gallery internal model needle beam system
Composition；The side and bottom of the runway internal model are mounted on runway internal model adjustment device；The runway internal model needle beam
The bottom of system is equipped with runway internal model needle beam longitudinal-moving device A；The two sides of the runway internal model needle beam system are equipped with pair
Gallery internal model adjusts device in three groups claimed；It is vertical that the bottom of the middle gallery internal model needle beam system is equipped with middle gallery internal model needle beam
Moving device B；The bottom of the runway internal model needle beam system is equipped with symmetrical internal model elevation adjusting device A, the internal model mark
The side of height adjusting device A is equipped with internal model transverse adjustment device；The bottom of the lateral plate mould truss is equipped with lateral plate mould truss
Running gear；The bottom of the lateral plate mould is equipped with lateral plate mould elevation adjusting device B；Lateral plate is installed at the top of the lateral plate mould
Mould transverse adjustment device.
Preferably, angle regulating device on lateral plate mould, and the lateral plate are installed between the lateral plate mould truss and lateral plate mould
Mould truss is connect with lateral plate mould by angle regulating device on lateral plate mould.
Preferably, the lateral plate template part and inner mould portion are mounted on concrete floor surface.
Compared with prior art, the utility model has the beneficial effects that
(1) concrete pipe sinking tunneling boring primary concreting is completed, and improves the quality of concrete construction.
(2) template all adjustment movement (molding, demoulding, height adjustment, middle line contrapositions of template in the construction process
Deng) completed by the operation of hydraulic system, it greatly improves work efficiency, while reducing cost of labor；
(3) template longitudinal movement is self-powered walking, conveniently moving of a whole set of template between station, quick.
Why with the above advantages the template is, is because of its following technical characteristic:
(1) stencil design theory is novel, reasonable in design
The overall process for fully considering concrete construction is longer in combination with the concreting time by careful calculating
The characteristics of, the part carrying of casting concrete progress is made full use of, realizes immersed tube under the premise of structurally reasonable, light-weight entirely
Section primary concreting.
(2) the adjustment device of all-hydraulic manipulation
All adjustment devices pass through hydraulic system and are manipulated, and not only realize the adjustment of template molding and demoulding, simultaneously
All templates can accomplish the adjustment and accurate positioning in " three-dimensional " direction.
(3) design of internal model longitudinal moving device
The characteristics of due to Immersed tunnel, if internal model is using rail-mounted move mode, it will cause walking track with before
The interference between reinforcing bar being banded on square construction location, therefore internal model is used and is mutually propped up between template system and needle beam system
It holds, makes to make all supporting-points avoid being banded by moving forward by way of mutually pushing away between the two longitudinal adjusting device
Good reinforcing bar.
Detailed description of the invention
Fig. 1 is that the template of the utility model pours state diagram；
Fig. 2 is that the template of the utility model respectively adjusts device arrangement schematic diagram；
Fig. 3 is the template demoulding status diagram of the utility model；
Fig. 4 is the inside molding plate system vertical shift operating condition schematic diagram of the utility model；
Fig. 5 is the internal model needle beam system vertical shift operating condition schematic diagram of the utility model；
Fig. 6 is the runway internal model needle beam system partial enlarged view in the utility model Fig. 1；
Fig. 7 is the middle gallery internal model needle beam system partial enlarged view in the utility model Fig. 1.
In figure: 1- concrete floor；2- lateral plate mould；3- runway internal model；4- runway internal model needle beam system；Gallery in 5-
Internal model；Gallery internal model needle beam system in 6-；7- lateral plate mould truss；8- lateral plate mould transverse adjustment device；Angle adjusts on 9- lateral plate mould
Device；10- runway internal model adjusts device；11- runway internal model needle beam longitudinal-moving device A；Gallery internal model adjusts device in 12-；
Gallery internal model needle beam longitudinal-moving device B in 13-；14- internal model transverse adjustment device；15- internal model elevation adjusting device A；16- lateral plate
Mould elevation adjusting device B.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-7 is please referred to, the utility model provides a kind of technical solution: a kind of voluntarily prefabricated immersed tube template of tunneling boring, packet
Concrete floor 1, lateral plate template part and inner mould portion are included, the lateral plate template part is by lateral plate mould truss 7 and lateral plate mould 2
Composition；The inner mould portion is by runway internal model 3, middle gallery internal model 5, runway internal model needle beam system 4, middle gallery internal model needle beam
System 6 forms；The side and bottom of the runway internal model 3 are mounted on runway internal model adjustment device 10；The runway
The bottom of internal model needle beam system 4 is equipped with runway internal model needle beam longitudinal-moving device A11；The runway internal model needle beam system 4
Two sides are equipped with gallery internal model in symmetrical three groups and adjust device 12；The bottom of the middle gallery internal model needle beam system 6 is equipped with
Middle gallery internal model needle beam longitudinal-moving device B13；The bottom of the runway internal model needle beam system 4 is equipped with symmetrical internal model absolute altitude tune
Engagement positions A15, the side of the internal model elevation adjusting device A15 are equipped with internal model transverse adjustment device 14；Lateral plate mould purlin
The bottom of frame 7 is equipped with lateral plate mould truss running gear 17；The bottom of the lateral plate mould 2 is equipped with lateral plate mould elevation adjusting device
B16；The top of the lateral plate mould 2 is equipped with lateral plate mould transverse adjustment device 8.
More specifically, angle regulating device 9 on lateral plate mould, and institute are installed between the lateral plate mould truss 7 and lateral plate mould 2
It states lateral plate mould truss 7 and is connect with lateral plate mould 2 by angle regulating device 9 on lateral plate mould.Lateral plate mould moves longitudinally through " lateral plate mould
Truss running gear " is completed, the power of driving using " motor+speed reducer " design method.
More specifically, the lateral plate template part and inner mould portion are mounted on 1 surface of concrete floor.Internal model and needle
The longitudinal movement of beam is completed by longitudinal-moving device, and the power of driving then uses hydraulic system.
A kind of working principle of the prefabricated immersed tube template of voluntarily tunneling boring: when pouring construction, lateral plate mould 2 is hung by truss structure
Support is hung, while connecting positioning with 1 built-in fitting of concrete floor, internal model is then the needle beam system support backing plate by being supported on bottom plate
System completes positioning and support, and tunneling boring disposably carries out the pouring construction of concrete, and all concrete one-piece castings are completed, no
In the presence of concrete joint hidden danger of quality generated when pouring by several times, after the completion of pouring, by the adjustment for being configured with hydraulic system
Device is detached from all templates and concrete surface, and then lateral plate mould 2 is by being provided with running gear (motor+speed reducer drives)
Truss, which is hung, runs to next construction location；Internal model then makes template system and needle beam by middle gallery internal model needle beam longitudinal-moving device B13
The mutual pushing tow of system moves to next construction location, wherein lateral plate mould 2 is made of template and truss, and work is arranged in template part
Make platform and corresponding ladder etc.；Runway internal model 3 and middle gallery internal model 5 are made of template system and needle beam system, in mould
Workbench and corresponding ladder etc. is arranged in plate part；Adjustment device is equally divided into lateral plate mould part and inner mould portion, passes through tune
Acting to complete the size adjusting of template three-dimensional for engagement positions, is completed at the same time the functions such as the molding, demoulding and displacement of template.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (3)
1. a kind of voluntarily prefabricated immersed tube template of tunneling boring, including concrete floor (1), lateral plate template part and inner mould portion,
Be characterized in that: the lateral plate template part is made of lateral plate mould truss (7) and lateral plate mould (2)；The inner mould portion is by runway
Internal model (3), middle gallery internal model (5), runway internal model needle beam system (4), middle gallery internal model needle beam system (6) composition；The row
The side and bottom of lane internal model (3) are mounted on runway internal model adjustment device (10)；The runway internal model needle beam system
(4) bottom is equipped with runway internal model needle beam longitudinal-moving device A (11)；Pacify the two sides of the runway internal model needle beam system (4)
Equipped with gallery internal model adjustment device (12) in symmetrical three groups；During the bottom of the middle gallery internal model needle beam system (6) is equipped with
Gallery internal model needle beam longitudinal-moving device B (13)；The bottom of the runway internal model needle beam system (4) is equipped with symmetrical internal model absolute altitude
It adjusts device A (15), the side of the internal model elevation adjusting device A (15) is equipped with internal model transverse adjustment device (14)；It is described
The bottom of lateral plate mould truss (7) is equipped with lateral plate mould truss running gear (17)；The bottom of the lateral plate mould (2) is equipped with lateral plate
Mould elevation adjusting device B (16)；Lateral plate mould transverse adjustment device (8) is installed at the top of the lateral plate mould (2).
2. a kind of voluntarily prefabricated immersed tube template of tunneling boring according to claim 1, it is characterised in that: the lateral plate mould truss
(7) angle regulating device (9) on lateral plate mould, and the lateral plate mould truss (7) and lateral plate mould (2) are installed between lateral plate mould (2)
It is connected by angle regulating device (9) on lateral plate mould.
3. a kind of voluntarily prefabricated immersed tube template of tunneling boring according to claim 1, it is characterised in that: the lateral plate template part
Concrete floor (1) surface is mounted on inner mould portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820585740.XU CN208343136U (en) | 2018-04-24 | 2018-04-24 | A kind of voluntarily prefabricated immersed tube template of tunneling boring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820585740.XU CN208343136U (en) | 2018-04-24 | 2018-04-24 | A kind of voluntarily prefabricated immersed tube template of tunneling boring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208343136U true CN208343136U (en) | 2019-01-08 |
Family
ID=64886990
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820585740.XU Expired - Fee Related CN208343136U (en) | 2018-04-24 | 2018-04-24 | A kind of voluntarily prefabricated immersed tube template of tunneling boring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208343136U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110065145A (en) * | 2019-05-31 | 2019-07-30 | 中交武汉港湾工程设计研究院有限公司 | It is a kind of for concrete prefabricated adaptive outer modular system |
| CN110230506A (en) * | 2019-07-01 | 2019-09-13 | 湖南五新隧道智能装备股份有限公司 | A kind of lining trolley for side wall construction |
| CN110524687A (en) * | 2019-08-13 | 2019-12-03 | 中交第四航务工程局有限公司 | A kind of immersed tube tunnel inner formwork system and construction method |
| CN110524691A (en) * | 2019-08-13 | 2019-12-03 | 中交第四航务工程局有限公司 | Immersed tube tunnel outboard template system and construction method |
| CN111337175A (en) * | 2020-04-01 | 2020-06-26 | 中交第四航务工程局有限公司 | Full-section pouring monitoring system and monitoring method |
| CN111391074A (en) * | 2020-04-01 | 2020-07-10 | 中交第四航务工程局有限公司 | Immersed tube tunnel middle cavity template system and construction method |
| CN113500692A (en) * | 2021-07-15 | 2021-10-15 | 中交四航局第二工程有限公司 | Immersed tube segment-jumping type prefabricating method |
-
2018
- 2018-04-24 CN CN201820585740.XU patent/CN208343136U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110065145A (en) * | 2019-05-31 | 2019-07-30 | 中交武汉港湾工程设计研究院有限公司 | It is a kind of for concrete prefabricated adaptive outer modular system |
| CN110065145B (en) * | 2019-05-31 | 2023-12-12 | 中交武汉港湾工程设计研究院有限公司 | Self-adaptive external mold system for concrete prefabrication |
| CN110230506A (en) * | 2019-07-01 | 2019-09-13 | 湖南五新隧道智能装备股份有限公司 | A kind of lining trolley for side wall construction |
| CN110524687A (en) * | 2019-08-13 | 2019-12-03 | 中交第四航务工程局有限公司 | A kind of immersed tube tunnel inner formwork system and construction method |
| CN110524691A (en) * | 2019-08-13 | 2019-12-03 | 中交第四航务工程局有限公司 | Immersed tube tunnel outboard template system and construction method |
| CN110524687B (en) * | 2019-08-13 | 2020-09-29 | 中交第四航务工程局有限公司 | Immersed tube tunnel internal mold system and construction method |
| CN111337175A (en) * | 2020-04-01 | 2020-06-26 | 中交第四航务工程局有限公司 | Full-section pouring monitoring system and monitoring method |
| CN111391074A (en) * | 2020-04-01 | 2020-07-10 | 中交第四航务工程局有限公司 | Immersed tube tunnel middle cavity template system and construction method |
| CN111337175B (en) * | 2020-04-01 | 2021-07-27 | 中交第四航务工程局有限公司 | Full-section pouring monitoring system and monitoring method |
| CN113500692A (en) * | 2021-07-15 | 2021-10-15 | 中交四航局第二工程有限公司 | Immersed tube segment-jumping type prefabricating method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190108 Termination date: 20210424 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |