CN106223159A - Subgrade drainage structures former and forming method - Google Patents
Subgrade drainage structures former and forming method Download PDFInfo
- Publication number
- CN106223159A CN106223159A CN201610839266.4A CN201610839266A CN106223159A CN 106223159 A CN106223159 A CN 106223159A CN 201610839266 A CN201610839266 A CN 201610839266A CN 106223159 A CN106223159 A CN 106223159A
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- CN
- China
- Prior art keywords
- gutter
- concrete
- former
- track
- filling concrete
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
A kind of subgrade drainage structures former, belong to railway, highway construction technology field, it is characterized in that: the track laying of track travel system is outside gutter on base, operation platform is respectively equipped with filling concrete groove, controls operating board, motor and attached vibrator, it it is funnel-form feeding mouth above filling concrete groove, the corresponding connection of basal plane is constructed at discharging fork respectively with gutter, and the gutter that vibrator is also disposed at is constructed on basal plane.Its forming method is: a, track travel system track laying outside gutter on base, in order to former can in-line arrangement ditch to walking；B, by filling concrete in filling concrete groove, control concrete discharging quantity and the equipment speed of travel；C, vibrator need to be equipped with, its concrete is fully vibrated；D, utilize institute graying slurry, its end face is carried out press polish, water is discharged；E, unlatching travelling control switch, it is ensured that concreting seriality and density.Provide the benefit that: on the premise of ensureing construction quality, be effectively improved efficiency of construction, it is achieved concreting is moulding integrated to be continuously finished, simple to operate, easy.
Description
Technical field
The invention belongs to railway, highway construction technology field.
Background technology
At present, in railway, Expressway Construction, it is necessary to construct gutter in road on both sides of the road, and gutter is mixed
Solidifying soil pours molding and still uses the techniques such as matched moulds, concreting, form removal, labor intensive, financial resources, simultaneously need to longer construction
In the cycle, especially rainy season, rainwater was more, brought adverse effect can to construction quality and construction period.
Summary of the invention
It is an object of the invention to: providing a kind of subgrade drainage structures former and forming method, it can need not close
In the case of mould, form removal, just can carry out concreting, concreting can be realized moulding integrated.
The technical scheme is that
Its former structure is:
The both sides of the edge of operation platform are provided with track travel system, the track laying of track travel system base outside gutter
On, operation platform is respectively equipped with filling concrete groove, controls operating board, motor and attached vibrator, underpants shape
Being open funnel-form feeding mouth above filling concrete groove, basal plane pair is constructed with gutter respectively in two discharging forks below
Should connect, attached vibrator is also disposed at the gutter of operation platform and constructs on basal plane.
Its forming method is:
A, being provided with track travel system in the both sides of the edge of operation platform, the track laying of track travel system is in gutter
On outer base, in order to former can in-line arrangement ditch to walking；
B, by filling concrete in filling concrete groove, control concrete discharging quantity and the equipment speed of travel；
C, this former need to be equipped with 2-5 platform attached vibrator, fully vibrate its concrete, to ensure coagulation
Soil vibrates quality；
D, for the complete concrete that vibrates, utilize institute graying slurry, its end face carried out press polish, it is ensured that without counter-slope, suitable
Water is discharged by profit；
E, unlatching travelling control switch, it is ensured that concreting seriality and density, it is not necessary to form removal just can be successfully by it
Gutter one-shot forming perfusion.
The invention has the beneficial effects as follows: simplify gutter concreting processing technology, before ensureing construction quality
Putting, be effectively improved efficiency of construction, this equipment can realize that concreting is moulding integrated to be continuously finished, and operates letter
Single, easy.
Accompanying drawing explanation
Fig. 1: be gutter of the present invention concreting moulding integrated device structure plane graph；
Fig. 2: be gutter of the present invention concreting moulding integrated device structure elevation；
Fig. 3: be gutter of the present invention concreting moulding integrated device structure side view.
Detailed description of the invention
Embodiment 1
Below in conjunction with the accompanying drawings the present invention is described further:
As it can be seen, 1 is filling concrete groove；2 is support shuttering；3 is to control operating board；4 is motor；5 is attachment
Formula vibrator；6 is running gear；7 is operation platform.
The both sides of the edge of operation platform 7 are provided with track travel system 6, and the track laying of track travel system 6 is in gutter
On outer base, making operation platform 7 above gutter, and operation platform 7 can be walked along direction, gutter, at operation platform
Being respectively equipped with filling concrete groove 1 on 7, control operating board 3, motor 4 and attached vibrator 5, the concrete of underpants shape fills
Note groove 1 is open funnel-form feeding mouth above, it is simple to feeding, and basal plane is constructed even respectively in two forks below with gutter
Logical, make concrete enter smoothly in concreting space, gutter, attached vibrator 5 is also disposed at the draining of operation platform
Ditch is constructed on basal plane.So along with the walking of operation platform 7, concrete is also fed in concreting space, gutter, executes
Concrete discharging quantity to be controlled and the equipment speed of travel in work, prevented cavity appearance.
Forming operation method
1, this equipment need to be equipped with walking track in both sides, in order to equipment can be walked；
2, by concrete-spouting plant feed bin, concrete discharging quantity and the equipment speed of travel are controlled；
3, this equipment need to be equipped with 2-5 platform attached vibrator, fully vibrates its concrete, to ensure that concrete shakes
Smash quality；
4, for the complete concrete that vibrates, utilize institute's graying slurry, its end face is carried out press polish, it is ensured that without counter-slope, suitable
Water is discharged by profit；
5, travelling control switch is opened, it is ensured that concreting seriality and density, it is not necessary to form removal just can be successfully by it
Gutter one-shot forming perfusion.
This perfusion equipment of above-mentioned steps 1 need to be equipped with walking track；Step 2 controls concrete discharging quantity and equipment row
Walk speed, prevent cavity appearance；Step 3 is equipped with 2-5 platform attached vibrator, it is ensured that concrete vibrating quality；Step 4 ensures
Concrete-face closure presentation quality；Step 5 ensures gutter concrete continuous form.
Claims (2)
1. a subgrade drainage structures former, is characterized in that: the both sides of the edge of operation platform are provided with track travel system,
The track laying of track travel system on base, is respectively equipped with filling concrete groove on operation platform, controls behaviour outside gutter
Station, motor and attached vibrator, be open funnel-form feeding mouth above the filling concrete groove of underpants shape, below
The corresponding connection of basal plane is constructed at two discharging forks respectively with gutter, and attached vibrator is also disposed at the gutter of operation platform
Construct on basal plane.
2. constructing a forming method with subgrade drainage structures former, its forming method is:
A, it is provided with track travel system, the track laying of track travel system base outside gutter in the both sides of the edge of operation platform
On, in order to former can in-line arrangement ditch to walking；
B, by filling concrete in filling concrete groove, control concrete discharging quantity and the equipment speed of travel；
C, this former need to be equipped with 2-5 platform attached vibrator, fully vibrate its concrete, to ensure that concrete shakes
Smash quality；
D, for the complete concrete that vibrates, utilize institute graying slurry, its end face carried out press polish, it is ensured that without counter-slope, smoothly general
Water is discharged；
E, unlatching travelling control switch, it is ensured that concreting seriality and density, it is not necessary to form removal just can be successfully by its draining
Ditch one-shot forming irrigates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610839266.4A CN106223159A (en) | 2016-09-22 | 2016-09-22 | Subgrade drainage structures former and forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610839266.4A CN106223159A (en) | 2016-09-22 | 2016-09-22 | Subgrade drainage structures former and forming method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106223159A true CN106223159A (en) | 2016-12-14 |
Family
ID=58076136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610839266.4A Pending CN106223159A (en) | 2016-09-22 | 2016-09-22 | Subgrade drainage structures former and forming method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106223159A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758704A (en) * | 2017-02-24 | 2017-05-31 | 中铁三局集团有限公司 | A kind of gutter disposal molding construction equipment and construction method |
| CN107326871A (en) * | 2017-08-09 | 2017-11-07 | 北京铁科特种工程技术开发公司 | Sliding formwork equipment, sliding-mode method and its construction method being molded for irrigation canals and ditches |
| CN110952642A (en) * | 2019-11-29 | 2020-04-03 | 中国电建集团华东勘测设计研究院有限公司 | Construction equipment and construction method for rapid working drainage ditch |
| CN116254739A (en) * | 2023-02-01 | 2023-06-13 | 中国一冶集团有限公司 | Integral cast-in-situ tool for highway drainage ditch and construction method thereof |
Citations (7)
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|---|---|---|---|---|
| FR2400084A1 (en) * | 1977-08-11 | 1979-03-09 | Bouchet Francis | Double U=section in-situ poured concrete kerb for highway - contains service cables and is extruded by self-propelled machine with vibrator |
| CN87104940A (en) * | 1987-07-18 | 1988-02-03 | 陕西省交口抽渭灌溉管理局 | Self-progressive lining-brick laying machine for U-shaped cannels |
| CN2118749U (en) * | 1991-12-19 | 1992-10-14 | 义乌市苏溪水利经营管理站 | Hand driven type paving machine |
| CN201354454Y (en) * | 2009-01-22 | 2009-12-02 | 史根彦 | Large section track-type U-shaped channel concrete lining machine |
| CN201990983U (en) * | 2011-03-14 | 2011-09-28 | 葛洲坝集团项目管理有限公司 | Full-section lining machine for channels |
| CN104047291A (en) * | 2014-06-20 | 2014-09-17 | 盐城鑫素元机械制造有限公司 | Full-automatic water-saving anti-seepage canal cast-in-place forming machine |
| CN206070290U (en) * | 2016-09-22 | 2017-04-05 | 中铁建大桥工程局集团第六工程有限公司 | Subgrade drainage structures former |
-
2016
- 2016-09-22 CN CN201610839266.4A patent/CN106223159A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2400084A1 (en) * | 1977-08-11 | 1979-03-09 | Bouchet Francis | Double U=section in-situ poured concrete kerb for highway - contains service cables and is extruded by self-propelled machine with vibrator |
| CN87104940A (en) * | 1987-07-18 | 1988-02-03 | 陕西省交口抽渭灌溉管理局 | Self-progressive lining-brick laying machine for U-shaped cannels |
| CN2118749U (en) * | 1991-12-19 | 1992-10-14 | 义乌市苏溪水利经营管理站 | Hand driven type paving machine |
| CN201354454Y (en) * | 2009-01-22 | 2009-12-02 | 史根彦 | Large section track-type U-shaped channel concrete lining machine |
| CN201990983U (en) * | 2011-03-14 | 2011-09-28 | 葛洲坝集团项目管理有限公司 | Full-section lining machine for channels |
| CN104047291A (en) * | 2014-06-20 | 2014-09-17 | 盐城鑫素元机械制造有限公司 | Full-automatic water-saving anti-seepage canal cast-in-place forming machine |
| CN206070290U (en) * | 2016-09-22 | 2017-04-05 | 中铁建大桥工程局集团第六工程有限公司 | Subgrade drainage structures former |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758704A (en) * | 2017-02-24 | 2017-05-31 | 中铁三局集团有限公司 | A kind of gutter disposal molding construction equipment and construction method |
| CN107326871A (en) * | 2017-08-09 | 2017-11-07 | 北京铁科特种工程技术开发公司 | Sliding formwork equipment, sliding-mode method and its construction method being molded for irrigation canals and ditches |
| CN110952642A (en) * | 2019-11-29 | 2020-04-03 | 中国电建集团华东勘测设计研究院有限公司 | Construction equipment and construction method for rapid working drainage ditch |
| CN110952642B (en) * | 2019-11-29 | 2021-08-31 | 中国电建集团华东勘测设计研究院有限公司 | Construction equipment for rapidly processing drainage ditch and construction method thereof |
| CN116254739A (en) * | 2023-02-01 | 2023-06-13 | 中国一冶集团有限公司 | Integral cast-in-situ tool for highway drainage ditch and construction method thereof |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161214 |
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| WD01 | Invention patent application deemed withdrawn after publication |