CN108118771A - Linear drainage ditch and bottom of trench height adjusting method - Google Patents
Linear drainage ditch and bottom of trench height adjusting method Download PDFInfo
- Publication number
- CN108118771A CN108118771A CN201810106405.1A CN201810106405A CN108118771A CN 108118771 A CN108118771 A CN 108118771A CN 201810106405 A CN201810106405 A CN 201810106405A CN 108118771 A CN108118771 A CN 108118771A
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- China
- Prior art keywords
- substrate
- ditch
- bolt
- locking nut
- drainage ditch
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 11
- 239000000758 substrate Substances 0.000 claims abstract description 34
- 210000002421 cell wall Anatomy 0.000 claims abstract description 7
- 230000001105 regulatory effect Effects 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 3
- 230000003442 weekly effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of linear drainage ditch and bottom of trench height adjusting methods, including ditch body, U-shaped drainage groove is provided in the ditch body, top plate there are two being symmetrical arranged at left and right sides of U-shaped drainage groove top, top plate includes substrate, substrate inside is provided with side plate, side plate is bonded with the cell wall of U-shaped drainage groove, and the opposite ditch body of the adjusted part energy of substrate moves up and down, the invention has the advantages that:Simple in structure, design is reasonable, and bottom of trench is height-adjustable, can as the component damaged in the transport of substitute part replacement products and work progress, can Field adjustment construct, the reduction factory process time, facilitate construction.
Description
Technical field
The present invention relates to a kind of linear drainage ditch and bottom of trench height adjusting methods.
Background technology
The engineerings such as linear drainage ditch is yard drain technology ripe in recent years, is widely used in and builds square, and landscape is mated formation,
Its advantage is strong for drainability, there is self-cleaning function;It is tightly combined with pavement material, landscape effect figure is good;Construction is added using factory
Work, construction is quick, convenient.Since linear drainage ditch is using factory process, the drainage grade in place is designed in advance, pressed
Each monomer gutter component is processed according to design grade, therefore, the bottom of trench height in monomer gutter differs.If
It is improper to be protected in Product transport and work progress, and the damage of single part influences whether the construction of entire linear drainage systems, makes
Loss is brought into schedule delays.
The content of the invention
The object of the present invention is to provide a kind of linear drainage ditch and bottom of trench height adjusting methods.
Scheme is a kind of linear drainage ditch used by the present invention solves technical problem, including ditch body, is set in the ditch body
U-shaped drainage groove is equipped with, is symmetrical arranged at left and right sides of U-shaped drainage groove top there are two top plate, top plate is including in substrate, substrate
Side is provided with side plate, and side plate is bonded with the cell wall of U-shaped drainage groove, and the opposite ditch body of the adjusted part energy of substrate moves up and down.
Further, it is provided with rubber pad between the U-shaped drainage groove cell wall top and side plate.
Further, rubber pad is arranged on side plate.
Further, the regulating part is bolt, and several vertical through holes, ditch body top or so two are arranged at intervals on substrate
Several vertical screw holes are arranged at intervals with, corresponds and sets with the vertical through hole on the substrate of its homonymy per the vertical screw hole in side, often
Wear a bolt in a through hole, the vertical through hole that the bolt wears after through hole with lower section is spirally connected, and is provided on the bolt
Locking nut, locking nut is between substrate and ditch body, and after locking, locking nut is against substrate.
Further, top plate upper cap is equipped with cover.
Further, U-shaped drainage groove bottom is provided with filter screen, and U-shaped drainage groove bottom is provided with multiple mutually flat
Capable rhone, filtering square are located above rhone, and osculum is provided in cover.
Further, the external weekly interval of the ditch is provided with ribs.
A kind of adjusting method of linear drainage ditch bottom of trench height:When reducing bottom of trench height, locking nut is unscrewed, rotates bolt
The bolt made drives substrate to be displaced downwardly to required position, then screws locking nut;When increasing bottom of trench height, locking nut is unscrewed,
Rotation bolt makes bolt stretch out to required position, then screws locking nut, it is simultaneously final that locking nut drives substrate to move up
Fitted bolt locks substrate.
Compared with prior art, the invention has the advantages that:Simple in structure, design is reasonable, and bottom of trench height is adjustable
Section.
Description of the drawings
Patent of the present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the connection structure structure diagram of top plate and ditch body;
Fig. 3 is the bottom of trench structure diagram of U-shaped drainage groove.
In figure:
1- ditch bodies;2- top plates;201- substrates;202- side plates;3- regulating parts;The U-shaped drainage grooves of 4-;5- ribs;6- covers;
7- rubber pads;8- bolts;The vertical screw holes of 9-;10- locking nuts;11- filter screens;12- rhones.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and detailed description.
As shown in Figs. 1-3, a kind of linear drainage ditch including ditch body, is provided with U-shaped drainage groove, U-shaped row in the ditch body
It is symmetrical arranged at left and right sides of water groove top there are two top plate, top plate includes substrate, substrate inside is provided with side plate, side plate and U
The cell wall fitting of type drainage groove, the opposite ditch body of the adjusted part energy of substrate move up and down.
In the present embodiment, it is provided with rubber pad between the U-shaped drainage groove cell wall top and side plate.
In the present embodiment, rubber pad is arranged on side plate.
In the present embodiment, the regulating part is bolt, and several vertical through holes, ditch body top or so are arranged at intervals on substrate
Two are arranged at intervals with several vertical screw holes, are set per the vertical screw hole in side with the vertical through hole one-to-one corresponding on the substrate of its homonymy
It puts, wears a bolt in each through hole, the vertical through hole that the bolt wears after through hole with lower section is spirally connected, and is set on the bolt
Locking nut is equipped with, locking nut is between substrate and ditch body, and after locking, locking nut is against substrate.
In the present embodiment, top plate upper cap is equipped with cover.
In the present embodiment, U-shaped drainage groove bottom is provided with filter screen, and U-shaped drainage groove bottom is provided with multiple phases
Mutually parallel rhone, filtering square are located above rhone, and filter screen may filter that big impurity, avoid having impurity in rhone
Deposit buildup, the setting of rhone can facilitate the circulation of a small amount of rainwater, when amount of rainfall is big, rhone and U-shaped gutter one
Same draining is provided with osculum in cover.
In the present embodiment, the external weekly interval of the ditch is provided with ribs.
A kind of adjusting method of linear drainage ditch bottom of trench height:When reducing bottom of trench height, locking nut is unscrewed, rotates bolt
The bolt made drives substrate to be displaced downwardly to required position, then screws locking nut;When increasing bottom of trench height, locking nut is unscrewed,
Rotation bolt makes bolt stretch out to required position, then screws locking nut, it is simultaneously final that locking nut drives substrate to move up
Fitted bolt locks substrate.
Because bottom of trench height is adjustable, so can be as the component damaged in the transport of substitute part replacement products and work progress, it can
Field adjustment is constructed, and is reduced the factory process time, is facilitated construction
Above-listed preferred embodiment, has been further described the object, technical solutions and advantages of the present invention, should be understood that
, the foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, any modifications, equivalent replacements and improvements are made should all be included in the protection scope of the present invention.
Claims (8)
1. a kind of linear drainage ditch, it is characterised in that:Including ditch body, U-shaped drainage groove, U-shaped draining are provided in the ditch body
Be symmetrical arranged at left and right sides of groove top there are two top plate, top plate includes substrate, is provided with side plate on the inside of substrate, side plate with it is U-shaped
The cell wall fitting of drainage groove, the opposite ditch body of the adjusted part energy of substrate move up and down.
2. linear drainage ditch according to claim 1, it is characterised in that:The U-shaped drainage groove cell wall top and side plate
Between be provided with rubber pad.
3. linear drainage ditch according to claim 2, it is characterised in that:Rubber pad is arranged on side plate.
4. linear drainage ditch according to claim 1, it is characterised in that:The regulating part is bolt, is spaced and sets on substrate
It puts several vertical through holes, ditch body top or so two and is arranged at intervals with several vertical screw holes, every vertical screw hole in side and its homonymy
Vertical through hole on substrate, which corresponds, to be set, and wears a bolt in each through hole, the bolt wear after through hole with lower section
Vertical through hole be spirally connected, locking nut is provided on the bolt, locking nut is between substrate and ditch body, after locking, lock
Tight nut is against substrate.
5. linear drainage ditch according to claim 1, it is characterised in that:Top plate upper cap is equipped with cover.
6. linear drainage ditch according to claim 5, it is characterised in that:U-shaped drainage groove bottom is provided with filter screen, U
Type drainage groove bottom is provided with multiple rhones being mutually parallel, and filtering square is located above rhone, is provided in cover
Osculum.
7. linear drainage ditch according to claim 1, it is characterised in that:The external weekly interval of ditch is provided with ribs.
8. a kind of adjusting method of linear drainage ditch bottom of trench height, using linear drainage ditch as claimed in claim 4, feature
It is:When reducing bottom of trench height, locking nut is unscrewed, the bolt that rotation bolt makes drives substrate to be displaced downwardly to required position, then
Screw locking nut;When increasing bottom of trench height, locking nut is unscrewed, rotation bolt makes bolt stretch out to required position, so
After screw locking nut, locking nut drives substrate to move up and final fitted bolt locking substrate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810106405.1A CN108118771A (en) | 2018-02-02 | 2018-02-02 | Linear drainage ditch and bottom of trench height adjusting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810106405.1A CN108118771A (en) | 2018-02-02 | 2018-02-02 | Linear drainage ditch and bottom of trench height adjusting method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108118771A true CN108118771A (en) | 2018-06-05 |
Family
ID=62233321
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810106405.1A Pending CN108118771A (en) | 2018-02-02 | 2018-02-02 | Linear drainage ditch and bottom of trench height adjusting method |
Country Status (1)
Country | Link |
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CN (1) | CN108118771A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110902533A (en) * | 2019-12-30 | 2020-03-24 | 昆山市飞鹏金属工业有限公司 | Elevator car |
CN112049221A (en) * | 2019-10-16 | 2020-12-08 | 重庆市发成科技开发有限公司 | U-shaped concrete ditch bottom |
CN113187070A (en) * | 2021-04-02 | 2021-07-30 | 上海二十冶建设有限公司 | Setting method of linear drainage system |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07286358A (en) * | 1994-04-19 | 1995-10-31 | Chichibu Concrete Kogyo Kk | Drainage canal structure |
JPH10306490A (en) * | 1997-05-06 | 1998-11-17 | Kaneso Kk | Fixing device for receiving frame of ditch cover |
KR200448096Y1 (en) * | 2009-08-07 | 2010-03-15 | 이영필 | A prefabricated manhole regulating the height |
CN205557779U (en) * | 2016-03-21 | 2016-09-07 | 江苏百海环保科技有限公司 | Linear drainage ditch |
CN206888139U (en) * | 2017-06-08 | 2018-01-16 | 苏州爱拼金属制品有限公司 | Ground groove |
CN207959434U (en) * | 2018-02-02 | 2018-10-12 | 厦门大学嘉庚学院 | Linear drainage ditch |
-
2018
- 2018-02-02 CN CN201810106405.1A patent/CN108118771A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07286358A (en) * | 1994-04-19 | 1995-10-31 | Chichibu Concrete Kogyo Kk | Drainage canal structure |
JPH10306490A (en) * | 1997-05-06 | 1998-11-17 | Kaneso Kk | Fixing device for receiving frame of ditch cover |
KR200448096Y1 (en) * | 2009-08-07 | 2010-03-15 | 이영필 | A prefabricated manhole regulating the height |
CN205557779U (en) * | 2016-03-21 | 2016-09-07 | 江苏百海环保科技有限公司 | Linear drainage ditch |
CN206888139U (en) * | 2017-06-08 | 2018-01-16 | 苏州爱拼金属制品有限公司 | Ground groove |
CN207959434U (en) * | 2018-02-02 | 2018-10-12 | 厦门大学嘉庚学院 | Linear drainage ditch |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049221A (en) * | 2019-10-16 | 2020-12-08 | 重庆市发成科技开发有限公司 | U-shaped concrete ditch bottom |
CN110902533A (en) * | 2019-12-30 | 2020-03-24 | 昆山市飞鹏金属工业有限公司 | Elevator car |
CN113187070A (en) * | 2021-04-02 | 2021-07-30 | 上海二十冶建设有限公司 | Setting method of linear drainage system |
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PB01 | Publication | ||
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Application publication date: 20180605 |