CN109339133A - A kind of embankment gutter excavating device and embankment gutter excavation method - Google Patents
A kind of embankment gutter excavating device and embankment gutter excavation method Download PDFInfo
- Publication number
- CN109339133A CN109339133A CN201811173549.5A CN201811173549A CN109339133A CN 109339133 A CN109339133 A CN 109339133A CN 201811173549 A CN201811173549 A CN 201811173549A CN 109339133 A CN109339133 A CN 109339133A
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- China
- Prior art keywords
- steel plate
- absolute altitude
- embankment
- excavating device
- gutter
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention provides a kind of embankment gutter excavating device and embankment gutter excavation method, embankment gutter excavating device includes absolute altitude limit steel plate, absolute altitude limit upper surface of steel plate is welded with otic placode, absolute altitude limit lower surface of steel plate is welded with the sizing bucket case of a side opening, sizing bucket box opening direction is parallel with absolute altitude limit steel plate width direction, and absolute altitude limits steel plate and is greater than sizing bucket case width.Using technical solution provided by the invention, when use, excavating device is lifted on big arm of digger by otic placode, steel plate is limited by absolute altitude to limit the depth of the irrigation canals and ditches excavated, it is consistent each excavating depth, make excavated irrigation canals and ditches one-pass molding, without being modified again to the molding gutter of excavation, reduce the investment of manpower and material resources, working condition is improved, the soil excavated is contained in sizing bucket case, the more soil that can be accommodated in sizing bucket case, embankment gutter digging efficiency is improved, construction speed is accelerated.
Description
Technical field
The present invention relates to technical field of road construction more particularly to a kind of embankment gutter excavating device and embankment gutter to excavate
Method.
Background technique
Currently, in order to be drained to rainfall, sewage etc., being generally required in embankment two in different kinds of roads construction project
Drainage ditch is excavated in side, for guiding rainfall, sewage discharge to avoid the road that destroys by rush of water to region is formulated, or even cause mud-rock flow
Etc. natural calamities, in the prior art, in construction embankment irrigation canals and ditches, it is often necessary to employ a large amount of manpower and material resources, user
Work method is excavated, and region only more open in road extended segment could use some general machinery equipments to be excavated, this
Kind of mode needs to put into a large amount of manpower and material resources, and the irrigation canals and ditches excavated often can not one-pass molding, it is also necessary to put into manpower into
Row finishing, working time is long, large labor intensity, and often construction speed is more slow.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of embankment gutter excavating device and embankment gutter excavation sides
Method.
The present invention is achieved by the following technical programs.
The present invention provides a kind of embankment gutter excavating device, and embankment gutter excavating device includes absolute altitude limit steel plate, described
Absolute altitude limit upper surface of steel plate is welded with otic placode, and the absolute altitude limit lower surface of steel plate is welded with the sizing bucket case of a side opening,
The sizing bucket box opening direction is parallel with absolute altitude limit steel plate width direction, and it is described fixed that the absolute altitude limit steel plate is greater than
Type bucket case width.
The sizing bucket box opening end margin is provided with cutting edge.
Absolute altitude limit upper surface of steel plate is also welded with " T " font earth-retaining component, plate, earth-retaining component by with the absolute altitude
Limit the parallel lateral breast boards in steel plate width direction and the longitudinal breast boards parallel with absolute altitude limit steel plate length direction
It is welded to form.
The earth-retaining component further includes stiffener plate, and two sides of stiffener plate limit table on steel plate with the absolute altitude respectively
Face, longitudinal breast boards weld together.
The transverse direction breast boards intersects with absolute altitude limit upper surface of steel plate inclination.
The otic placode length direction is parallel with absolute altitude limit steel plate width direction.
The otic placode quantity is two pieces, and is respectively in the two sides of the absolute altitude limit steel plate length central cross-section.
The sizing bucket case is by being arranged in the side steel plate of the left and right sides, being arranged in parallel below absolute altitude limit steel plate
The rear steel plate that bottom steel plate and setting are arranged in below the absolute altitude limit steel plate, which surrounds, welds together composition.
Several ventholes are provided on steel plate after described.
In addition, the present invention also provides a kind of embankment gutter excavation method using the embankment gutter excavating device, packet
Include following steps:
Step 1: along road embankment flush edge ground, and all impurity on ground are removed；
Step 2: a basialveolar line is drawn out along road embankment edge according to user demand；
Step 3: selecting the sizing bucket case of convenient width and height according to user demand, by the otic placode by the road
Dike gutter excavating device is mounted on big arm of digger, then lifts 4 locating rods at left and right sides of the excavator on outer wall；
Step 4: operation excavator makes the locating rod end installed on excavator phase vertical with basialveolar line described in step 2
It hands over, excavates the earthwork along the basialveolar line, excavate an embankment gutter at road embankment edge.
The beneficial effects of the present invention are: technical solution provided by the invention is used, in use, incite somebody to action this by otic placode first
The excavating device that invention provides is lifted on big arm of digger, is limited steel plate by absolute altitude and is carried out to the depth of the irrigation canals and ditches excavated
Limit is contained in the soil excavated in sizing bucket case, due to being limited steel plate by absolute altitude in a mining process
The limitation at edge is consistent each excavating depth, sizing bucket case profile inner space and irrigation canals and ditches cross-sectional profile profile
It is consistent, and the general machinery equipment of the soil quality that struggles against and can accommodate in case compared to the prior art of being formed is more, thus
Make irrigation canals and ditches excavation of earthwork one-pass molding, substantially increase embankment gutter digging efficiency, without to excavate molding gutter again into
Row finishing, reduces the investment of manpower and material resources, improves working condition, accelerate construction speed.
Detailed description of the invention
Fig. 1 is positive axis geodesic structure schematic diagram of the invention；
Fig. 2 is back axis geodesic structure schematic diagram of the present invention；
Fig. 3 is the process flow chart of embankment gutter excavation method of the present invention.
In figure: 1- sizing bucket case, 2- case supports steel plate, 3- absolute altitude limit steel plate, 4- earth-retaining component, 5- stiffener plate,
6- otic placode, 7- venthole, the side 101- steel plate, the bottom 102- steel plate, steel plate after 103-, 401- transverse direction breast boards, the longitudinal direction 402- earth-retaining
Plate.
Specific embodiment
Be described further below technical solution of the present invention, but claimed range be not limited to it is described.
The present invention provides a kind of embankment gutter excavating device, and as shown in Figure 1 and Figure 2, including absolute altitude limits steel plate 3, absolute altitude limit
Position 3 upper surface of steel plate is welded with otic placode 6, and absolute altitude limit 3 lower surface of steel plate is welded with the sizing bucket case 1 of a side opening, sizing bucket
1 opening direction of case is parallel with absolute altitude limit 3 width direction of steel plate.
Using technical solution provided by the invention, in use, excavating device provided by the invention is hung by otic placode first
On big arm of digger, steel plate is limited by absolute altitude, the depth of the irrigation canals and ditches excavated is limited, in a mining process
In, it is contained in the soil excavated in sizing bucket case, due to being limited by absolute altitude limit steel plate edge, makes to dig every time
Pick depth is consistent, and sizing bucket case profile inner space is consistent with irrigation canals and ditches cross-sectional profile profile, and the case that struggles against of being formed
The interior soil quality general machinery equipment compared to the prior art that can be accommodated is more, thus make irrigation canals and ditches excavation of earthwork once at
Type substantially increases embankment gutter digging efficiency, without modifying again to the molding gutter of excavation, reduces manpower and material resources
Investment, improves working condition, accelerates construction speed.
Further, sizing bucket 1 open end edge of case is provided with cutting edge.In general, sizing bucket 1 open end edge of case does not have
When being provided with cutting edge, the present apparatus is only applicable to be that relatively soft sand loam soil is constructed, and works as the sizing bucket opening end edge of case 1
When edge is provided with cutting edge, the present apparatus is made to be applicable to the soil horizon compared with hard, is conducive to improve digging efficiency.
Further, absolute altitude limit 3 upper surface of steel plate is also welded with " T " font earth-retaining component 4, plate, earth-retaining component 4 by with
Absolute altitude limits the parallel lateral breast boards 401 of 3 width direction of steel plate and the longitudinal gear parallel with absolute altitude limit 3 length direction of steel plate
Native plate 402 is welded to form.Earth-retaining component 4 further includes stiffener plate 5, and 5 two sides of stiffener plate limit steel plate 3 with absolute altitude respectively
Upper surface, longitudinal breast boards 402 weld together.Lateral breast boards 401 intersects with absolute altitude limit 3 upper surface of steel plate inclination.It adopts
With technical solution of the present invention, by earth-retaining component 4, the extra earthwork generated in usage mining can overflow along earth-retaining component 4
It flows and goes out, and avoid and reenter in the irrigation canals and ditches excavated, so as to improve irrigation canals and ditches Mining Quality, improve digging efficiency.
Further, 6 length direction of otic placode is parallel with absolute altitude limit 3 width direction of steel plate.6 quantity of otic placode is two pieces, and
And it is respectively in the two sides in absolute altitude limit 3 lengthwise centers section of steel plate.It using the technical solution, facilitate device can by otic placode 6
Ground is lifted on big arm of digger, facilitates the mechanical excavation of progress and use.
Further, by being arranged in, the side steel plate 101 of the left and right sides, be arranged in parallel limits steel plate 3 in absolute altitude to sizing bucket case 1
The rear steel plate 103 that the bottom steel plate 102 of lower section and setting are arranged in 3 lower section of absolute altitude limit steel plate, which surrounds, welds together composition.
Sizing bucket case 1 further includes case supports steel plate 2, the two sides parallel with respect to each other. of case supports steel plate 2 respectively with bottom steel plate 102,
Absolute altitude limit 3 lower surface of steel plate welds together.Using the technical solution, be conducive to the structural strength for improving sizing bucket case,
In mining process, irrigation canals and ditches one-pass molding can be made, and be suitable for the soil horizon of more hard, improve digging efficiency.
Further, several ventholes 7 are provided on rear steel plate 103.By the way that venthole 7 is arranged, sizing bucket ensure that
Case excavates every time can fill soil, and avoiding air from entering wherein causes soil to contain discontented situation appearance, improves
Digging efficiency.
In addition, the present invention also provides a kind of embankment gutter excavation methods using embankment gutter excavating device, such as Fig. 3 institute
Show, comprising the following steps:
Step 1: along road embankment flush edge ground, and all impurity on ground are removed；
Step 2: a basialveolar line is drawn out along road embankment edge according to user demand；
Step 3: selecting the sizing bucket case 1 of convenient width and height according to user demand, by otic placode 6 by embankment gutter
Excavating device is mounted on big arm of digger, then lifts 4 locating rods at left and right sides of the excavator on outer wall；Further,
Positioning pole length is 0.5 meter to 1 meter, and locating rod installation site must assure that digging machine driver is easy observation, and digging machine guarantees when walking
It hangs to hang down and walk along sideline.
Step 4: operation excavator makes the locating rod end installed on excavator intersect vertically with step 2 basialveolar line, edge
Basialveolar line excavate the earthwork, excavate an embankment gutter at road embankment edge.
Further, digging machine walking line is by foundation trench line traffic control, when turnaround section occurs in basialveolar line, then needs encryption arrangement sizing
Bucket tap point keeps excavated gutter curvilinear circular suitable；In addition, the earthwork excavated, which is dug out, transports when gutter excavates
From construction site, side slot depth need to be measured, and be removed in the gutter excavated along basialveolar line every 20 meters of excavation
Ponding.
Economic and Efficiency Analysis: practical according to construction, using traditional handicraft, about 100 meters of gutter foundation trench of construction, needs to configure daily
5~6 workers carry out the finishing of foundation trench ditch side and bottom of trench, and in manual amendment, machinery is idle, and operation rate of machinery is lower.With
Embankment gutter once excavates molding construction technology, can construct daily about 500 meters of gutter foundation trench, only need to configure 1 worker and apply
The cleaning of work rubbish and foundation trench finishing, for machinery almost without idle situation, operation rate of machinery is higher.Comparing traditional digging mode can save
About cost of labor about 80%, machine cost is greatly reduced.The primary forming technique that excavates also has the characteristics that speed of application is fast, adopts
Embankment gutter speed of application about 40% can be improved with the technology.Meanwhile it is smoothly beautiful to excavate molding foundation trench line style, absolute altitude control
Strictly.
Claims (10)
1. a kind of embankment gutter excavating device, it is characterised in that: limit steel plate (3) including absolute altitude, the absolute altitude limits steel plate (3)
Upper surface is welded with otic placode (6), and absolute altitude limit steel plate (3) lower surface is welded with the sizing bucket case (1) of a side opening, described
Sizing bucket case (1) opening direction is parallel with absolute altitude limit steel plate (3) width direction, and absolute altitude limit steel plate (3) is greater than
Described sizing bucket case (1) width.
2. a kind of embankment gutter excavating device according to claim 1, it is characterised in that: sizing bucket case (1) opening
End margin is provided with cutting edge.
3. a kind of embankment gutter excavating device according to claim 1, it is characterised in that: the absolute altitude limits steel plate (3)
Upper surface is also welded with " T " font earth-retaining component (4), and earth-retaining component (4) is by flat with absolute altitude limit steel plate (3) width direction
Capable lateral breast boards (401) and longitudinal breast boards (402) welding group parallel with absolute altitude limit steel plate (3) length direction
At.
4. a kind of embankment gutter excavating device according to claim 3, it is characterised in that: the earth-retaining component (4) is also wrapped
It includes stiffener plate (5), (5) two sides of stiffener plate limit steel plate (3) upper surface, longitudinal breast boards with the absolute altitude respectively
(402) weld together.
5. a kind of embankment gutter excavating device according to claim 3, it is characterised in that: the transverse direction breast boards (401)
Intersect with absolute altitude limit steel plate (3) upper surface inclination.
6. a kind of embankment gutter excavating device according to claim 1, it is characterised in that: otic placode (6) length direction
It is parallel with absolute altitude limit steel plate (3) width direction.
7. a kind of embankment gutter excavating device according to claim 1, it is characterised in that: otic placode (6) quantity is two
Block, and it is respectively in the two sides in absolute altitude limit steel plate (3) lengthwise centers section.
8. a kind of embankment gutter excavating device according to claim 1, it is characterised in that: sizing bucket case (1) is by cloth
Be placed in the left and right sides side steel plate (101), parallel arrangement in the absolute altitude limit steel plate (3) below bottom steel plate (102) and
The rear steel plate (103) that setting is arranged in below absolute altitude limit steel plate (3), which surrounds, welds together composition.
9. embankment gutter excavating device according to claim 8, it is characterised in that: be provided on steel plate (103) after described
Several ventholes (7).
10. a kind of embankment gutter excavation method using the embankment gutter excavating device as described in any one of claim 1 to 9,
It is characterized in that: the following steps are included:
Step 1: along road embankment flush edge ground, and all impurity on ground are removed；
Step 2: a basialveolar line is drawn out along road embankment edge according to user demand；
Step 3: selecting the sizing bucket case (1) of convenient width and height according to user demand, will be described by the otic placode (6)
Embankment gutter excavating device is mounted on big arm of digger, then lifts 4 locating rods at left and right sides of the excavator on outer wall；
Step 4: operation excavator makes the locating rod end installed on excavator intersect vertically with basialveolar line described in step 2, edge
The basialveolar line excavate the earthwork, excavate an embankment gutter at road embankment edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811173549.5A CN109339133A (en) | 2018-10-09 | 2018-10-09 | A kind of embankment gutter excavating device and embankment gutter excavation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811173549.5A CN109339133A (en) | 2018-10-09 | 2018-10-09 | A kind of embankment gutter excavating device and embankment gutter excavation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109339133A true CN109339133A (en) | 2019-02-15 |
Family
ID=65308705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811173549.5A Pending CN109339133A (en) | 2018-10-09 | 2018-10-09 | A kind of embankment gutter excavating device and embankment gutter excavation method |
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| Country | Link |
|---|---|
| CN (1) | CN109339133A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374156A (en) * | 2019-06-28 | 2019-10-25 | 河南省机西高速公路建设有限公司 | Roadbed gutter and waterwall one-shaper |
| CN112144536A (en) * | 2020-09-17 | 2020-12-29 | 中国葛洲坝集团机电建设有限公司 | Double-trapezoid earthwork excavating device and method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB760254A (en) * | 1953-02-09 | 1956-10-31 | Jean Louis Etienne Pougnet | An improved machine for cleaning and digging ditches, canals and the like excavations |
| CN106120929A (en) * | 2016-07-05 | 2016-11-16 | 中国建筑土木建设有限公司 | A kind of bucket excavating U-shaped gutter and U-shaped gutter sliding formwork cast-in-situ construction method |
| CN206205027U (en) * | 2016-11-30 | 2017-05-31 | 江苏省地产发展中心 | Supervise irrigation canals and ditches excavating gear in a kind of soil |
| CN206693293U (en) * | 2017-05-15 | 2017-12-01 | 中国葛洲坝集团第一工程有限公司 | A kind of gutter standard section excavating device |
| CN207260225U (en) * | 2017-09-08 | 2018-04-20 | 无锡市交通工程有限公司 | A kind of gutter excavates bucket |
| CN207376679U (en) * | 2017-09-27 | 2018-05-18 | 中交第二航务工程局有限公司 | A kind of channel excavation auxiliary device |
| CN209603214U (en) * | 2018-10-09 | 2019-11-08 | 中铁五局集团有限公司 | A kind of one-pass molding embankment gutter excavating device |
-
2018
- 2018-10-09 CN CN201811173549.5A patent/CN109339133A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB760254A (en) * | 1953-02-09 | 1956-10-31 | Jean Louis Etienne Pougnet | An improved machine for cleaning and digging ditches, canals and the like excavations |
| CN106120929A (en) * | 2016-07-05 | 2016-11-16 | 中国建筑土木建设有限公司 | A kind of bucket excavating U-shaped gutter and U-shaped gutter sliding formwork cast-in-situ construction method |
| CN206205027U (en) * | 2016-11-30 | 2017-05-31 | 江苏省地产发展中心 | Supervise irrigation canals and ditches excavating gear in a kind of soil |
| CN206693293U (en) * | 2017-05-15 | 2017-12-01 | 中国葛洲坝集团第一工程有限公司 | A kind of gutter standard section excavating device |
| CN207260225U (en) * | 2017-09-08 | 2018-04-20 | 无锡市交通工程有限公司 | A kind of gutter excavates bucket |
| CN207376679U (en) * | 2017-09-27 | 2018-05-18 | 中交第二航务工程局有限公司 | A kind of channel excavation auxiliary device |
| CN209603214U (en) * | 2018-10-09 | 2019-11-08 | 中铁五局集团有限公司 | A kind of one-pass molding embankment gutter excavating device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374156A (en) * | 2019-06-28 | 2019-10-25 | 河南省机西高速公路建设有限公司 | Roadbed gutter and waterwall one-shaper |
| CN110374156B (en) * | 2019-06-28 | 2021-03-12 | 河南省机西高速公路建设有限公司 | One-step forming machine for roadbed side ditch and water retaining wall |
| CN112144536A (en) * | 2020-09-17 | 2020-12-29 | 中国葛洲坝集团机电建设有限公司 | Double-trapezoid earthwork excavating device and method |
| CN112144536B (en) * | 2020-09-17 | 2022-03-08 | 中国葛洲坝集团机电建设有限公司 | Double-trapezoid earthwork excavating device and method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 550003 No. 23, jujube Road, Yunyan District, Guizhou, Guiyang Applicant after: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. Applicant after: Mechanization engineering Co., Ltd of group of ZhongTie No.5 bureau Address before: 550003 Zao Shan Road, Nanming District, Guiyang, Guizhou Province, No. 23 Applicant before: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. Applicant before: Mechanization engineering Co., Ltd of group of ZhongTie No.5 bureau |
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Application publication date: 20190215 |