CN106836444B - A kind of drainage ditch cover plate structure of resist fluids impact - Google Patents
A kind of drainage ditch cover plate structure of resist fluids impact Download PDFInfo
- Publication number
- CN106836444B CN106836444B CN201611243538.0A CN201611243538A CN106836444B CN 106836444 B CN106836444 B CN 106836444B CN 201611243538 A CN201611243538 A CN 201611243538A CN 106836444 B CN106836444 B CN 106836444B
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- CN
- China
- Prior art keywords
- roadbed
- angle steel
- cover plate
- cover board
- drainage ditch
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Classifications
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- 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
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- 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 drainage ditch cover plate structures of resist fluids impact, top of the structure setting in gutter, the two sides in gutter are equipped with way of concrete foundations, roadbed sliding slot is offered in way of concrete foundations in the horizontal direction, drainage ditch cover plate structure includes being arranged on roadbed sliding slot and the fixed support component that is fixedly connected with way of concrete foundations and being slidably arranged in the sliding cover plate assembly in fixed support component and being located above gutter in the horizontal direction, the top of sliding cover plate assembly is flushed with the top of way of concrete foundations, fixed support component in the vertical direction limits sliding cover plate assembly.Compared with prior art, the present invention passes through the cooperation of clamping groove plate and card slot, the limit of vertical direction is carried out to cover board, effectively prevent waterlogging there is a situation where when the upward impulse force of fluid start cover board, and the security risk to pedestrian is eliminated, overall security is good there is no the bolt of protrusion at the top of cover board, and be easy to dismount, flexibility is good.
Description
Technical field
The invention belongs to municipal works technical field of drainage, are related to a kind of drainage ditch cover plate structure of resist fluids impact.
Background technique
Gutter widely applied municipal works drain field, for by near gutter, intercepting ditch or roadbed, house it is attached
The water that nearly low-lying place collects guides the ditch other than roadbed, house ground into.Drainage ditch cover plate can be generally set on gutter, to prevent
Pedestrian falls in gutter unintentionally, causes peril.In recent years, as urban waterlogging situation is got worse, waterlogging hair
Raw rate is continuously increased, when flood inundation on tracks drainage ditch cover plate, since flood vortex or high-voltage high-speed gas impact gutter upwards
Lifting effect when cover board, drainage ditch cover plate can be started, and serious security risk is caused.Drainage ditch cover plate is lifted in order to prevent
It rises, current common practice is, in the area that waterlogging frequently occurs, drainage ditch cover plate bolt and way of concrete foundations are fixed company
It connects, when waterlogging being avoided to occur, drainage ditch cover plate and way of concrete foundations are detached from.But the mode being fixed by bolts, due to bolt height
Drain cover plate surface out, when pedestrian passes through, it is easy to be tripped by the bolt of protrusion.In addition, bolt is easy corrosion, thus need
Bolt is often replaced, maintenance cost is increased, and corrosion causes Bolt dismantling difficult, increases the difficulty of replacement bolt, drop
Low maintenance efficiency.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of safety is good and easy
In the drainage ditch cover plate structure that the resist fluids of dismounting are impacted.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of drainage ditch cover plate structure of resist fluids impact, the drainage ditch cover plate structure setting is in the top in gutter, institute
The two sides in the gutter stated are equipped with way of concrete foundations, offer roadbed sliding slot in the horizontal direction in the way of concrete foundations,
The drainage ditch cover plate structure includes the fixed support group for being arranged on roadbed sliding slot and being fixedly connected with way of concrete foundations
Part and the sliding cover plate assembly for being slidably arranged in fixed support component and being located above gutter in the horizontal direction, should
The top of sliding cover plate assembly is flushed with the top of way of concrete foundations, and the fixed support component is right in the vertical direction
Sliding cover plate assembly is limited.
The roadbed sliding slot is L-type sliding slot.Roadbed sliding slot in the way of concrete foundations of gutter two sides is L-type sliding slot,
And two the opening of L-type sliding slot be oppositely arranged.
The fixed support component includes being arranged on roadbed sliding slot and roadbed angle steel compatible with roadbed sliding slot
And the clamping groove plate being fixedly connected with roadbed angle steel, the roadbed angle steel include the roadbed angle steel level being arranged in a mutually vertical manner
Portion, roadbed angle steel vertical portion, the clamping groove plate are arranged horizontally at the side of roadbed angle steel vertical portion.Roadbed angle steel water
Flat portion, roadbed angle steel vertical portion are fitted closely with two sides of L-type sliding slot respectively, and clamping groove plate is in the vertical direction to sliding lid
Board group part is limited.
The clamping groove plate is located at the 1/3-2/3 of roadbed angle steel vertical portion height.
The clamping groove plate is fixedly connected by welding manner with roadbed angle steel vertical portion.
Be embedded with respectively in the way of concrete foundations the lateral embedded bar being fixedly connected with roadbed angle steel vertical portion, with
Longitudinal embedded bar that roadbed angle steel horizontal part is fixedly connected.Roadbed angle steel pass through lateral embedded bar and longitudinal embedded bar with
Way of concrete foundations is fixedly connected.
Between the roadbed angle steel vertical portion and lateral embedded bar, roadbed angle steel horizontal part and longitudinal embedded bar it
Between be fixedly connected by welding manner.
The sliding cover plate assembly includes that cover board above gutter is arranged in, a pair of is separately positioned on the two of cover board
It holds and the cover board angle steel that is fixedly connected with cover board lower surface and is arranged vertically at cover board angle steel lower surface and and cover board
The steel plate that angle steel is fixedly connected, the side of the steel plate offer card slot compatible with clamping groove plate in the horizontal direction.The top of cover board
End is flushed with the top of way of concrete foundations, without protrusion, has ensured the safety of pedestrian；The length and width of steel plate respectively with lid
Two side lengths of plate angle steel are equal；Clamping groove plate protrudes into card slot, prevents steel plate from moving upwards along the vertical direction and makes cover board and mix
Solidifying dirt road base is detached from, and cover board is started when effectively preventing waterlogging, improves safety.
It is fixedly connected by welding manner between the cover board and cover board angle steel, between cover board angle steel and steel plate.
The width of the card slot is 1-7mm bigger than the thickness of clamping groove plate.Between card slot and clamping groove plate vertical direction there are
Some gaps, relatively move in the horizontal direction convenient for clamping groove plate and card slot, and can be avoided slight corrosion and hinder clamping groove plate
With the relative movement of card slot.
During actual construction, first transverse direction embedded bar pre-buried in way of concrete foundations and longitudinal embedded bar, to concrete
After roadbed completion of cure, roadbed angle steel is welded together with lateral embedded bar, longitudinal embedded bar respectively, and in roadbed
Weld clamping groove plate in angle steel vertical portion；After cover board, cover board angle steel and steel plate are successively welded together, it is put into the one of roadbed sliding slot
End, and slided along roadbed sliding slot to the other end, it is caught in clamping groove plate in card slot, that is, completes construction.When needing to dismantle cover board,
Slide cover in reverse direction can take out cover board.
Wherein, there are the positions of a cover board for one end of roadbed sliding slot, and the drain cover of resist fluids impact is not provided at this
Hardened structure.It is equipped with the drainage ditch cover plate structure of multiple resist fluids impacts, edge on roadbed sliding slot side by side along roadbed track length direction
One end of roadbed sliding slot each cover board is slided to the other end of roadbed sliding slot along roadbed sliding slot one by one, to pacify on gutter
Fill multiple cover boards；After all cover boards are all installed, conventional lid can be used at the not set cover board in roadbed sliding slot one end
Plate and way of concrete foundations connection type, such as bolt connecting mode common cover board are arranged at this, to realize entire gutter
The installation of upper all cover boards.Due to the drainage ditch cover plate that most cover boards are resist fluids impact, the top of cover board and concrete
The top of roadbed flushes, and without protrusion, can ensure the safety of pedestrian, and the last one is fixed by bolts what mode was arranged
Cover board is optional in the place that pedestrian hardly passes through, thus there will not be pedestrian and tripped by the bolt of protrusion.
Compared with prior art, the invention has the characteristics that:
1) cooperation for passing through clamping groove plate and card slot, the limit of vertical direction is carried out to cover board, effectively prevents waterlogging
The case where Shi Liuti upward impulse force starts cover board, and eliminated there is no the bolt of protrusion to pedestrian's at the top of cover board
Security risk, therefore overall security is good, is widely used in the area that waterlogging frequently occurs；
2) each component in the inside of fixed support component and sliding cover plate assembly is all made of welding manner and is fixedly connected, easily
In processing, and it is connected firmly, and it is detachable using slip connection mode between fixed support component and sliding cover plate assembly
Formula connection, convenient for installation and removal of the cover board on gutter, improves the efficiency of dismounting, and can reduce caused by corrosion not
Benefit influences, and reduces maintenance cost；
3) drainage ditch cover plate of resist fluids impact is laid in the place that can be often passed in pedestrian, is hardly passed through in pedestrian
The common cover board for being fixed by bolts mode and being connect with way of concrete foundations of place setting, and using common cover as resist fluids
The installing port of the drainage ditch cover plate of impact, by the installing port one by one by the drainage ditch cover plate of resist fluids impact along roadbed sliding slot
Predeterminated position is slid onto, is caught in clamping groove plate in card slot, is finally sealed with common cover, flexibility is good.
Detailed description of the invention
Fig. 1 is the schematic diagram of the section structure of drainage ditch cover plate structure in embodiment 1；
Fig. 2 is clamping groove plate and card slot fit structure schematic diagram in embodiment 1；
Fig. 3 is that multiple cover boards are disposed in parallel in the overlooking structure diagram above gutter in embodiment 1；
Description of symbols in figure:
1-gutter, 2-way of concrete foundations, 3-roadbed sliding slots, 4-roadbed angle steel, 41-roadbed angle steel horizontal parts,
42-roadbed angle steel vertical portions, 5-clamping groove plates, 6-lateral embedded bars, 7-longitudinal embedded bars, 8-cover boards, 9-cover boards
Angle steel, 10-steel plates, 11-card slots.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to
Following embodiments.
Embodiment 1:
A kind of drainage ditch cover plate structure of resist fluids impact as shown in Figure 1, the drainage ditch cover plate structure setting are draining
The top of ditch 1, the two sides in gutter 1 are equipped with way of concrete foundations 2, and it is sliding to offer roadbed in way of concrete foundations 2 in the horizontal direction
Slot 3, roadbed sliding slot 3 are L-type sliding slot, and drainage ditch cover plate structure includes being arranged on roadbed sliding slot 3 and fixing with way of concrete foundations 2
It the fixed support component of connection and is slidably arranged in fixed support component in the horizontal direction and is located at the top of gutter 1
Sliding cover plate assembly, the top of the sliding cover plate assembly flushes with the top of way of concrete foundations 2, fixed support component
Sliding cover plate assembly is limited in the vertical direction.
Wherein, fixed support component includes being arranged on roadbed sliding slot 3 and roadbed angle steel compatible with roadbed sliding slot 3
4 and the clamping groove plate 5 that is fixedly connected with roadbed angle steel 4, roadbed angle steel 4 include the roadbed angle steel horizontal part being arranged in a mutually vertical manner
41, roadbed angle steel vertical portion 42, clamping groove plate 5 are arranged horizontally at the side of roadbed angle steel vertical portion 42.Clamping groove plate 5 is located at
At the 1/2 of 42 height of roadbed angle steel vertical portion.Clamping groove plate 5 is fixedly connected by welding manner with roadbed angle steel vertical portion 42.It is mixed
The lateral embedded bar 6 being fixedly connected with roadbed angle steel vertical portion 42 is embedded in solidifying dirt road base 2 respectively and roadbed angle steel is horizontal
Longitudinal embedded bar 7 that portion 41 is fixedly connected.Between roadbed angle steel vertical portion 42 and lateral embedded bar 6, roadbed angle steel it is horizontal
It is fixedly connected by welding manner between portion 41 and longitudinal embedded bar 7.
Sliding cover plate assembly includes the cover board 8 that 1 top of gutter is arranged in, a pair of both ends for being separately positioned on cover board 8
And the cover board angle steel 9 that is fixedly connected with 8 lower surface of cover board and it is arranged vertically at 9 lower surface of cover board angle steel and and cover board
The steel plate 10 that angle steel 9 is fixedly connected, as shown in Fig. 2, the side of steel plate 10 offer in the horizontal direction it is compatible with clamping groove plate 5
Card slot 11.It is fixedly connected by welding manner between cover board 8 and cover board angle steel 9, between cover board angle steel 9 and steel plate 10.Card slot
11 width is 4mm bigger than the thickness of clamping groove plate 5.
During actual construction, first transverse direction embedded bar 6 pre-buried in way of concrete foundations 2 and longitudinal embedded bar 7, to coagulation
After 2 completion of cure of dirt road base, roadbed angle steel 4 is welded together with lateral embedded bar 6, longitudinal embedded bar 7 respectively, and
Clamping groove plate 5 is welded in roadbed angle steel vertical portion 42；After cover board 8, cover board angle steel 9 and steel plate 10 are successively welded together, it is put into
One end of roadbed sliding slot 3, and slided along roadbed sliding slot 3 to the other end, it is caught in clamping groove plate 5 in card slot 11；As shown in figure 3,
Multiple drainage ditch cover plate structures are successively laid in above gutter 1 along 1 length direction of gutter, finally with common cover to row
It is sealed above 1 one end of ditch.
Embodiment 2:
In the present embodiment, clamping groove plate 5 is located at the 1/3 of 42 height of roadbed angle steel vertical portion, and the width of card slot 11 compares card slot
The big 1mm of the thickness of plate 5, remaining is the same as embodiment 1.
Embodiment 3:
In the present embodiment, clamping groove plate 5 is located at the 2/3 of 42 height of roadbed angle steel vertical portion, and the width of card slot 11 compares card slot
The big 7mm of the thickness of plate 5, remaining is the same as embodiment 1.
The above description of the embodiments is intended to facilitate ordinary skill in the art to understand and use the invention.
Person skilled in the art obviously easily can make various modifications to these embodiments, and described herein general
Principle is applied in other embodiments without having to go through creative labor.Therefore, the present invention is not limited to the above embodiments, ability
Field technique personnel announcement according to the present invention, improvement and modification made without departing from the scope of the present invention all should be of the invention
Within protection scope.
Claims (8)
1. a kind of drainage ditch cover plate structure of resist fluids impact, the drainage ditch cover plate structure setting is in the top of gutter (1), institute
The two sides in the gutter (1) stated are equipped with way of concrete foundations (2), which is characterized in that along level in the way of concrete foundations (2)
Direction offers roadbed sliding slot (3), the drainage ditch cover plate structure include be arranged on roadbed sliding slot (3) and and concrete road
The fixed support component and be slidably arranged in fixed support component in the horizontal direction and be located at row that base (2) is fixedly connected
The top of sliding cover plate assembly above ditch (1), the sliding cover plate assembly is flushed with the top of way of concrete foundations (2),
The fixed support component in the vertical direction limits sliding cover plate assembly；
The fixed support component includes that compatible roadbed angle is arranged on roadbed sliding slot (3) and with roadbed sliding slot (3)
Steel (4) and the clamping groove plate (5) being fixedly connected with roadbed angle steel (4), the roadbed angle steel (4) includes being arranged in a mutually vertical manner
Roadbed angle steel horizontal part (41), roadbed angle steel vertical portion (42), the clamping groove plate (5) are arranged horizontally at roadbed angle steel
The side of vertical portion (42)；
The sliding cover plate assembly include cover board (8) above gutter (1) is set, a pair is separately positioned on cover board
(8) both ends and the cover board angle steel (9) being fixedly connected with cover board (8) lower surface and it is arranged vertically at cover board angle steel
(9) lower surface and the steel plate (10) being fixedly connected with cover board angle steel (9), the side of the steel plate (10) offer in the horizontal direction with
The compatible card slot (11) of clamping groove plate (5)；
The top of the cover board (8) is flushed with the top of way of concrete foundations (2).
2. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the roadbed
Sliding slot (3) is L-type sliding slot.
3. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the card slot
Plate (5) is located at the 1/3-2/3 of roadbed angle steel vertical portion (42) height.
4. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the card slot
Plate (5) is fixedly connected by welding manner with roadbed angle steel vertical portion (42).
5. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the coagulation
The lateral embedded bar (6) being fixedly connected with roadbed angle steel vertical portion (42) and roadbed angle steel are embedded in dirt road base (2) respectively
Longitudinal embedded bar (7) that horizontal part (41) is fixedly connected.
6. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 5, which is characterized in that the roadbed
Between angle steel vertical portion (42) and lateral embedded bar (6), it is equal between roadbed angle steel horizontal part (41) and longitudinal embedded bar (7)
It is fixedly connected by welding manner.
7. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the cover board
(8) it is fixedly connected by welding manner between cover board angle steel (9), between cover board angle steel (9) and steel plate (10).
8. a kind of drainage ditch cover plate structure of resist fluids impact according to claim 1, which is characterized in that the card slot
(11) width is 1-7mm bigger than the thickness of clamping groove plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611243538.0A CN106836444B (en) | 2016-12-29 | 2016-12-29 | A kind of drainage ditch cover plate structure of resist fluids impact |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611243538.0A CN106836444B (en) | 2016-12-29 | 2016-12-29 | A kind of drainage ditch cover plate structure of resist fluids impact |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106836444A CN106836444A (en) | 2017-06-13 |
| CN106836444B true CN106836444B (en) | 2019-07-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611243538.0A Expired - Fee Related CN106836444B (en) | 2016-12-29 | 2016-12-29 | A kind of drainage ditch cover plate structure of resist fluids impact |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836444B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2731757C1 (en) * | 2019-12-25 | 2020-09-08 | Общество с ограниченной ответственностью "Центр технических разработок" | Reinforced concrete gutter support assembly unit and tray |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149768A (en) * | 2018-02-09 | 2018-06-12 | 广东联塑科技实业有限公司 | A kind of rectangular cover board of sewer bridge type |
| CN108570968A (en) * | 2018-05-07 | 2018-09-25 | 河南创辉水利水电工程有限公司 | A method of radial-flow type diversion canal of hydropower station is protected |
| CN109577698B (en) * | 2018-11-16 | 2020-07-17 | 四川兴城港瑞建材有限公司 | Construction method of rain sewage purification treatment system of premixed concrete production plant |
| CN112376679A (en) * | 2020-11-02 | 2021-02-19 | 通号建设集团第一工程有限公司 | Water collecting well cover plate and construction method thereof |
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| JP2010222892A (en) * | 2009-03-25 | 2010-10-07 | Daiken Co Ltd | Structure for fixing grating |
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| CN203808208U (en) * | 2014-03-06 | 2014-09-03 | 中国建筑第六工程局有限公司 | Drainage open-ditch side-wall top cover plate base |
| CN203878718U (en) * | 2014-04-29 | 2014-10-15 | 中国建筑第八工程局有限公司 | Joint structure of cover plate of trench and pipe trench |
| CN204059561U (en) * | 2014-09-05 | 2014-12-31 | 滨州世旭塑木有限公司 | Sewer rainwater grid moulded by wood |
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Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100817777B1 (en) * | 2007-10-29 | 2008-03-31 | 지산개발산업(주) | Cover for gutler by which length control by which fixed means were equipped is possible |
| JP2010222892A (en) * | 2009-03-25 | 2010-10-07 | Daiken Co Ltd | Structure for fixing grating |
| CN102080410A (en) * | 2009-12-01 | 2011-06-01 | 杨周勇 | Rectangular anti-theft water grate |
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| RU2731757C1 (en) * | 2019-12-25 | 2020-09-08 | Общество с ограниченной ответственностью "Центр технических разработок" | Reinforced concrete gutter support assembly unit and tray |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106836444A (en) | 2017-06-13 |
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Granted publication date: 20190726 Termination date: 20211229 |