CN206386130U - Tunnel concrete pours the outer tamping equipment of tunneling boring - Google Patents
Tunnel concrete pours the outer tamping equipment of tunneling boring Download PDFInfo
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- CN206386130U CN206386130U CN201621484974.2U CN201621484974U CN206386130U CN 206386130 U CN206386130 U CN 206386130U CN 201621484974 U CN201621484974 U CN 201621484974U CN 206386130 U CN206386130 U CN 206386130U
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Abstract
The utility model discloses a kind of tunnel concrete and pours the outer tamping equipment of tunneling boring, and it includes template system, and template system includes bow member and both sides wall form, and the outer surface of vault template proximate bow member is laid；Some row's attached vibrator groups are vertically installed in vault template, both sides wall form inwall, each row's attached vibrator group is made up of several along the equally distributed attached vibrator in side wall template horizontal direction lateral separation, and adjacent two rows attached vibrator group arranges cross-shaped in small formwork group according to odevity；The power control line of several attached vibrators in each row's attached vibrator group is connected with parallel way by aviation socket with the controller that vibrates, and control system controls some row's attached vibrator groups to run respectively by several controllers that vibrate.The utility model realizes whole-process automatic control vibrating time, it is ensured that quality of vibrating, and starching is uninterrupted, greatly reduces labor intensity, improves efficiency of construction.
Description
Technical field
The utility model is related to the construction equipment for compacting of being vibrated after concreting, more particularly, to a kind of tunnel concrete
Pour the outer tamping equipment of tunneling boring.
Background technology
At present, when carrying out concreting in Tunnel Engineering particularly small space, operation of vibrating generally is carried out by artificial,
The problem of existing be：1st, manipulator's labor intensity is big：One manipulator has to longitudinal 4 meters distance of vibrating, and gets rid of make firm by ramming back and forth
Rod and mobile tamper main frame, manipulator are easily tired；2nd, working environment is severe：Manipulator must be by upper half body from working window
Working space is reached, hand-held rod of making firm by ramming is dragged back and forth, up and down, and rather dark in working space, air quality is very poor, and space is narrow
It is small, it is big to manipulator's physical impairment；3rd, tamping quality is unstable：Artifical influence factor is big, and the vibrating time of single setting is long
It is short to differ, workmen operation level it is uneven, often occur leakage smash, cross smash, slip up and cause forming surface founding, stomata,
Even seminess, directly contributes concrete formation planar defect；4th, the manipulator personnel needed are more：Often constructing one section needs to be equipped with
6~8 manipulators；5th, equipment loss is larger：Because tamper is moved back and forth, make the frequent whipping of rod firm by ramming, cause tamper easy
Damage, frequently repair or more exchange device causes construction cost to improve.
The content of the invention
To solve the above problems, the purpose of this utility model, which is to provide a kind of tunnel concrete, pours the dress that vibrated outside tunneling boring
Put, which reduce artificial disturbance factor, realization is vibrated automatically, improves concrete construction quality.
For achieving the above object, the utility model is adopted the following technical scheme that：
A kind of tunnel concrete pours the outer tamping equipment of tunneling boring, and it includes template system, template system include bow member with
Both sides wall form, bottom and the both sides wall form top of bow member are fastenedly connected, the outer surface laying of vault template proximate bow member,
Horizontal support members are installed between the interior space of above-mentioned both sides wall form formation, vault template and both sides wall form are by some
Individual small formwork is combined；Some row's adhesion types are vertically installed in vault template, both sides wall form inwall to shake
Smash device group, each row's attached vibrator group is by several along the equally distributed adhesion type in side wall template horizontal direction lateral separation
Vibrator is constituted, and adjacent two rows attached vibrator group arranges cross-shaped in small formwork group according to odevity；Each row
The power control line of several attached vibrators in attached vibrator group passes through aviation socket and one with parallel way
The controller that vibrates is connected, and control system controls some row's attached vibrator groups to run respectively by several controllers that vibrate.
Described tunnel concrete pours the outer tamping equipment of tunneling boring, and its horizontal support members is by regulation screw mandrel and level branch
Strut is constituted, and one of them in the wall form of both sides is connected between horizontal support bar by adjusting screw mandrel.
Described tunnel concrete pours horizontal, vertical between the outer tamping equipment of tunneling boring, its adjacent attached vibrator
Determined to vibrating radins of the spacing according to attached vibrator.
Due to using technical scheme as described above, the utility model has following superiority：
The tunnel concrete pours the outer tamping equipment of tunneling boring, and it uses attached vibrator in tunneling boring, solves nothing
Backbreak exempt from backfill construction present in vault difficulty make firm by ramming, the problem of quality is difficult to ensure card；Using intelligent controller, whole process is realized certainly
Dynamic control vibrating time, solves and leakage smashes, crosses the problems such as smashing, it is ensured that quality of vibrating；Vibrating time is worked by live new mixed concrete
Property be determined and input control system, realization automatically controls vibrating time；The concreting time is fast, with traditional side of vibrating
Formula is compared, and is saved the time more than 60%, and scope of operation personnel reduce 70%, realizes whole-course automation, and starching is uninterrupted, greatly reduces
Labor intensity, improves efficiency of construction.
Brief description of the drawings
Fig. 1 is the structural front view that the utility model tunnel concrete pours the outer tamping equipment of tunneling boring；
Fig. 2 is Fig. 1 structural side view；
In figure：1- vault templates；2- bow members；3- horizontal support members；4（a、b）- side wall template；5- adhesion types shake
Smash device；6- cables；7- control systems；8- concreting windows；9- aviation sockets；The small formworks of 10-.
Embodiment
The technical solution of the utility model is described in further detail with reference to the accompanying drawings and examples.
As shown in Figure 1, 2, the tunnel concrete pours the outer tamping equipment of tunneling boring, and it includes template system, template system
Including bow member 2 and side wall template 4a, side wall template 4b, bottom and the both sides wall form top of bow member are fastenedly connected, vault template 1
It is close to the outer surface laying of bow member 2, horizontal support members 3 is installed between the interior space of above-mentioned both sides wall form formation, encircleed
Top template and both sides wall form are combined by several small formworks 10, several intervals are additionally provided with side wall template uniform
Concreting window 8；Some row's adhesion types are vertically installed in vault template, both sides wall form inwall to vibrate
Device group, each row's attached vibrator group is shaken by several along the equally distributed adhesion type in side wall template horizontal direction lateral separation
Device 5 is smash to constitute, adjacent two rows attached vibrator group small formwork group respectively on according to odd number, even number arrangement it is cross-shaped；
The power control line of several attached vibrators in each row's attached vibrator group passes through cable 6, boat with parallel way
Dummy receptacle 9 is connected with the controller that vibrates, and the controller that vibrated by one control operation, control system 7 is vibrated by several
Controller controls some row's attached vibrator groups to run respectively.
Described tunnel concrete pours the outer tamping equipment of tunneling boring, and its horizontal support members is by regulation screw mandrel and level branch
Strut is constituted, and one of them in the wall form of both sides is connected between horizontal support bar by adjusting screw mandrel.
Described tunnel concrete pours horizontal, vertical between the outer tamping equipment of tunneling boring, its adjacent attached vibrator
Determined to vibrating radins of the spacing according to attached vibrator.
Control system is made up of switch board, rectifier transformer, remote control and time controller.
Each row's attached vibrator group is controlled with starching progress successively controlled system, full when realizing concreting
Section outer purpose of vibrating automatically.
Starching is highly controlled within 500mm；Vibrating time is determined and inputted by live new mixed concrete workability
Control system, realization automatically controls vibrating time.General vibrating time is 50~60s, is not sunk significantly with concrete surface, is pushed up
Face has been shakeout, and there is no bubble effusion, surface glows a thin layer of cement mortar and is defined.
Control system can be controlled to each row's attached vibrator group, while individually can also adhere to each
Formula vibrator is controlled.
Preferred embodiment of the present utility model is the foregoing is only, rather than to limitation of the present utility model, is not departing from this
In the case of the spirit and scope of utility model, all equivalent changes and modifications made according to present utility model application the scope of the claims,
It should all belong within scope of patent protection of the present utility model.
Claims (3)
1. a kind of tunnel concrete pours the outer tamping equipment of tunneling boring, it is characterized in that：It includes template system, and template system includes
Bow member and both sides wall form, bottom and the both sides wall form top of bow member are fastenedly connected, the outer surface of vault template proximate bow member
Laying, horizontal support members, vault template and both sides wall form are provided between the interior space of above-mentioned both sides wall form formation
Combined by several small formworks；Some rows are vertically installed in vault template, both sides wall form inwall
Attached vibrator group, each row's attached vibrator group is uniformly distributed by several along side wall template horizontal direction lateral separation
Attached vibrator composition, adjacent two rows attached vibrator group in small formwork group according to odevity arrangement in staggeredly
Shape；The power control line of several attached vibrators in each row's attached vibrator group is inserted with parallel way by aviation
Seat is connected with the controller that vibrates, and control system controls some row's attached vibrators respectively by several controllers that vibrate
Group operation.
2. tunnel concrete according to claim 1 pours the outer tamping equipment of tunneling boring, it is characterized in that：Its horizontal support group
Part is made up of regulation screw mandrel and horizontal support bar, and one of them in the wall form of both sides passes through regulation between horizontal support bar
Screw mandrel is connected.
3. tunnel concrete according to claim 1 pours the outer tamping equipment of tunneling boring, it is characterized in that：Its adjacent adhesion type
Transverse direction, longitudinal pitch between vibrator are determined according to the vibrating radins of attached vibrator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621484974.2U CN206386130U (en) | 2016-12-31 | 2016-12-31 | Tunnel concrete pours the outer tamping equipment of tunneling boring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621484974.2U CN206386130U (en) | 2016-12-31 | 2016-12-31 | Tunnel concrete pours the outer tamping equipment of tunneling boring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206386130U true CN206386130U (en) | 2017-08-08 |
Family
ID=59491496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621484974.2U Expired - Fee Related CN206386130U (en) | 2016-12-31 | 2016-12-31 | Tunnel concrete pours the outer tamping equipment of tunneling boring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206386130U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005683A (en) * | 2017-11-01 | 2018-05-08 | 中铁隧道局集团有限公司 | A kind of vault vibrating method of tunnel-liner |
| CN108166750A (en) * | 2018-02-01 | 2018-06-15 | 齐齐哈尔大学 | A kind of manpower-free's vibrated concrete wall construction template and implementing process |
| CN109057821A (en) * | 2018-09-28 | 2018-12-21 | 浙江八达隧道工程股份有限公司 | Highway soft rock tunnel bilayer arch supporting construction system and its construction method |
| CN109736573A (en) * | 2018-12-14 | 2019-05-10 | 东南大学 | A kind of built-in tamping equipment based on sleeve post grouting construction |
| CN110486055A (en) * | 2019-09-11 | 2019-11-22 | 刘怀福 | A kind of tunnel double-lining concreting anti-come to nothing tamping control device and method |
| CN111963236A (en) * | 2020-08-12 | 2020-11-20 | 平顶山天安煤业股份有限公司 | Grouting, filling and supporting device for gob-side entry retaining of coal face |
| CN113815090A (en) * | 2021-09-08 | 2021-12-21 | 中国建筑土木建设有限公司 | Automatic highway box girder intelligent vibrating system for girder yard and operation method thereof |
| CN114197704A (en) * | 2021-12-23 | 2022-03-18 | 江苏精享裕建工有限公司 | Converter station firewall construction process |
| CN115126249A (en) * | 2022-07-28 | 2022-09-30 | 上海宝冶集团有限公司 | Concrete vibrating method for high and large wallboard in narrow environment |
-
2016
- 2016-12-31 CN CN201621484974.2U patent/CN206386130U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005683A (en) * | 2017-11-01 | 2018-05-08 | 中铁隧道局集团有限公司 | A kind of vault vibrating method of tunnel-liner |
| CN108166750A (en) * | 2018-02-01 | 2018-06-15 | 齐齐哈尔大学 | A kind of manpower-free's vibrated concrete wall construction template and implementing process |
| CN108166750B (en) * | 2018-02-01 | 2024-02-02 | 齐齐哈尔大学 | Template for construction of concrete wall without manual vibration and implementation process |
| CN109057821A (en) * | 2018-09-28 | 2018-12-21 | 浙江八达隧道工程股份有限公司 | Highway soft rock tunnel bilayer arch supporting construction system and its construction method |
| CN109736573A (en) * | 2018-12-14 | 2019-05-10 | 东南大学 | A kind of built-in tamping equipment based on sleeve post grouting construction |
| CN110486055A (en) * | 2019-09-11 | 2019-11-22 | 刘怀福 | A kind of tunnel double-lining concreting anti-come to nothing tamping control device and method |
| CN111963236A (en) * | 2020-08-12 | 2020-11-20 | 平顶山天安煤业股份有限公司 | Grouting, filling and supporting device for gob-side entry retaining of coal face |
| CN113815090A (en) * | 2021-09-08 | 2021-12-21 | 中国建筑土木建设有限公司 | Automatic highway box girder intelligent vibrating system for girder yard and operation method thereof |
| CN114197704A (en) * | 2021-12-23 | 2022-03-18 | 江苏精享裕建工有限公司 | Converter station firewall construction process |
| CN115126249A (en) * | 2022-07-28 | 2022-09-30 | 上海宝冶集团有限公司 | Concrete vibrating method for high and large wallboard in narrow environment |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170808 Termination date: 20171231 |