CN206448817U - A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete - Google Patents
A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete Download PDFInfo
- Publication number
- CN206448817U CN206448817U CN201621349111.4U CN201621349111U CN206448817U CN 206448817 U CN206448817 U CN 206448817U CN 201621349111 U CN201621349111 U CN 201621349111U CN 206448817 U CN206448817 U CN 206448817U
- Authority
- CN
- China
- Prior art keywords
- spray gun
- rotating shaft
- lining concrete
- roof arch
- pedestal
- 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 - Fee Related
Links
- 239000007921 spray Substances 0.000 claims abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 238000012423 maintenance Methods 0.000 claims abstract description 16
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 16
- 230000037452 priming Effects 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 238000001723 curing Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 3
- 238000013461 design Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Abstract
A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete of the utility model, including pedestal, water tank, self priming pump, support, spray gun, water tank are arranged on pedestal front portion, and self priming pump is fixed on above water tank, and level is set at pedestal rear portion to 360。The rotating shaft A of rotation, support is connected by rotating shaft A with pedestal, and cradle top sets one vertical 360。The rotating shaft B of rotation, spray gun is connected by rotating shaft B with support, and water-supply-pipe is connected between self priming pump and spray gun, and each and every one many universal wheels are set in base bottom, is used as maintenance of equipment running gear.The potential safety hazard that senior engineer's operation is brought when traditional curing method pipeline is installed and safeguarded after damaging is completely avoid, and the treatment process of concrete surface Appearance quality defect is caused when maintenance water pipe is installed, it is ensured that large-scale tunnel side and roof arch lining concrete construction quality.
Description
Technical field
The utility model belongs to tunnel engineering technical field, and in particular to a kind of large-scale tunnel side and roof arch lining concrete is moved
Dynamic formula wet curing equipment.
Background technology
At present, in tunnel engineering construction of concrete lining, higher is required to lining concrete, particularly there is water demand
Large-scale tunnel（By red stone rock barrier lake training works right bank wide × high 14m × 21m of headroom size, excessive Hongdong is the work of background
Journey）Flow-passing surface, to ensure lining concrete flow-passing surface presentation quality, it is impossible to which preburied component formation is followed on side-top arch concrete surface
Circulation water lines carry out watering maintenance, side-top arch concrete maintenance are carried out using fog gun machine, except equipment（Fog gun machine）Cost itself
It is higher outer, and by its effective jet length and height limitation, it is impossible to reach side and roof arch lining concrete curing requirements.
The content of the invention
The purpose of this utility model is to overcome traditional maintenance process（Supported in concrete surface fixed and arranged pipe network water spray
Shield) influence Surface Quality of Concrete and fog gun machine produced by higher cost the problem of there is provided a kind of economic and practical
The portable wet curing equipment of large-scale tunnel side and roof arch lining concrete.
The technical solution of the utility model is：A kind of portable wet curing of large-scale tunnel side and roof arch lining concrete is set
Standby, including pedestal, water tank, self priming pump, support, spray gun, water tank is arranged on that pedestal is anterior, and self priming pump is fixed on above water tank,
Pedestal rear portion sets level to 360。The rotating shaft A of rotation, support is connected by rotating shaft A with pedestal, and cradle top sets one to erect
To 360。The rotating shaft B of rotation, spray gun is connected by rotating shaft B with support, water-supply-pipe is connected between self priming pump and spray gun, in base bottom
6 universal wheels are set, maintenance of equipment running gear is used as.
Described spray gun operation handle section sets counterweight, makes spray gun operation more laborsaving.
Described spray gun utilizes small angle steel and coating steel pipe processing and fabricating, and length can be carried out according to actual tunnel section size
Design.
Described water-supply-pipe uses φ 20 and the galvanized pipes of φ 15.
Described support height is 3m.
The utility model by it is traditional concrete surface arrangement pipe network watering maintenance be changed on bottom plate i.e. exercisable
Portable wet curing equipment, simple operation, equipment installs, using, it is easy to maintenance, it is to avoid traditional curing method pipeline is installed
And the potential safety hazard that senior engineer's operation is brought when being safeguarded after damaging, and cause concrete surface presentation quality when maintenance water pipe is installed
The treatment process of defect.Its feature be operating personnel can complete to install on tunnel bottom plate, operate, the work such as maintaining
Make, it is to avoid high-altitude working safety hidden danger, and can be according to tunnel section size flexible design spray gun length, to meet different section chi
Very little tunnel side and roof arch lining concrete curing requirements.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, for ordinary skill people
For member, on the premise of not paying creative work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is structure drawing of the present utility model.
In figure：1- tunnel lining concrete, 2- universal wheels, 3- pedestals, 4- water tanks, 5- self priming pumps, 6- rotating shaft A,
7- supports, 8- rotating shafts B, 9- spray gun, 10- counterweights, 11- operation handles.
Embodiment
As illustrated, the portable wet curing equipment of large-scale tunnel side and roof arch lining concrete of the present utility model, including
Pedestal 3, water tank 4, self priming pump 5, support 7, spray gun 9, counterweight 10 etc..Pedestal 3 is anterior to set 1.5m3Water tank 4, self priming pump 5 is fixed
In the top of water tank 4, rotating shaft A is set at the rear portion of pedestal 3（Level is to 360。Rotation）, support 7 is connected for 3 by rotating shaft A with base, is propped up
The height of frame 7 is 3m, and its top sets a rotating shaft B（Vertical 360。Rotation）, spray gun 9 is connected with support 7 by rotating shaft B, passed through
Two rotary shafts are rotated freely, and whole side and roof arch lining concrete maintenance scope can be completely covered.Pass through the pressure of self priming pump, profit
The effect of wet curing is reached with spray gun.Spray gun 9 is manipulated using operation handle 11, and the end of spray gun 9 sets counterweight 10, allows spray
Rifle 9 operates more laborsaving so that operation handle 11 is permanently in operating personnel's height within reach, can be directly on tunnel bottom plate
Complete side and roof arch lining concrete maintenance work.In the bottom of pedestal 3,6 universal wheels 2 are set, as maintenance of equipment running gear,
Maintenance of equipment can be made to move freely on demand.Described water-supply-pipe uses φ 20 and the galvanized pipes of φ 15.Described spray gun utilizes small
Angle steel and coating steel pipe processing and fabricating, length can be designed according to actual tunnel section size.
Maintenance of equipment can complete to install on tunnel bottom plate, using, safeguard, it is to avoid traditional curing method pipeline is installed
And the potential safety hazard that senior engineer's operation is brought when being safeguarded after damaging, and cause concrete surface presentation quality when maintenance water pipe is installed
The treatment process of defect.And can be according to tunnel section size flexible design spray gun length, to meet the tunnel of different section size
Side and roof arch lining concrete curing requirements, it is ensured that large-scale tunnel side and roof arch lining concrete construction quality.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those within the art that：It still can be to preceding
State the technical scheme described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of each embodiment technical scheme of the utility model
Enclose.
Claims (4)
1. a kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete, it is characterised in that：Including pedestal, water
Case, self priming pump, support, spray gun, water tank are arranged on pedestal front portion, and self priming pump is fixed on above water tank, and water is set at pedestal rear portion
Put down to 360。The rotating shaft A of rotation, support is connected by rotating shaft A with pedestal, and cradle top sets one vertical 360。The rotating shaft of rotation
B, spray gun is connected by rotating shaft B with support, and water-supply-pipe is connected between self priming pump and spray gun, and multiple universal wheels are set in base bottom,
It is used as maintenance of equipment running gear.
2. the portable wet curing equipment of large-scale tunnel side and roof arch lining concrete according to claim 1, its feature exists
In：Described spray gun operation handle section sets counterweight.
3. the portable wet curing equipment of large-scale tunnel side and roof arch lining concrete according to claim 1, its feature exists
In：Described spray gun utilizes small angle steel and coating steel pipe processing and fabricating.
4. the portable wet curing equipment of large-scale tunnel side and roof arch lining concrete according to claim 1, its feature exists
In：Described support height is 3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621349111.4U CN206448817U (en) | 2016-12-09 | 2016-12-09 | A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621349111.4U CN206448817U (en) | 2016-12-09 | 2016-12-09 | A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206448817U true CN206448817U (en) | 2017-08-29 |
Family
ID=59662714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621349111.4U Expired - Fee Related CN206448817U (en) | 2016-12-09 | 2016-12-09 | A kind of portable wet curing equipment of large-scale tunnel side and roof arch lining concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206448817U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108145562A (en) * | 2017-12-24 | 2018-06-12 | 宋仲华 | A kind of intelligence punching block slab polishing system |
| CN110821523A (en) * | 2019-11-26 | 2020-02-21 | 山西省交通规划勘察设计院有限公司 | Two linings of scalable cantilever type spray curing means |
| CN113090050A (en) * | 2021-04-01 | 2021-07-09 | 尹京璞 | Energy-saving concrete placement device for civil engineering |
-
2016
- 2016-12-09 CN CN201621349111.4U patent/CN206448817U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108145562A (en) * | 2017-12-24 | 2018-06-12 | 宋仲华 | A kind of intelligence punching block slab polishing system |
| CN110821523A (en) * | 2019-11-26 | 2020-02-21 | 山西省交通规划勘察设计院有限公司 | Two linings of scalable cantilever type spray curing means |
| CN110821523B (en) * | 2019-11-26 | 2020-11-06 | 山西省交通规划勘察设计院有限公司 | Two linings of scalable cantilever type spray curing means |
| CN113090050A (en) * | 2021-04-01 | 2021-07-09 | 尹京璞 | Energy-saving concrete placement device for civil engineering |
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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: 20170829 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |