CN212052170U

CN212052170U - Anti-blocking type drainage channel for highway engineering

Info

Publication number: CN212052170U
Application number: CN202020851139.8U
Authority: CN
Inventors: 郭全礼
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-05-20
Filing date: 2020-05-20
Publication date: 2020-12-01
Anticipated expiration: 2030-05-20

Abstract

The utility model relates to a highway engineering technical field specifically is a highway engineering is used prevents blockking up formula water drainage tank, including the basin main part, the both sides of basin main part all are equipped with and hide the dirty case, and the horizontal equidistance in top of basin main part has laid first diaphragm, the inside of basin main part and the top that is located and hides the dirty case are provided with the flow distribution plate, the second diaphragm has been laid jointly at the top of hiding dirty case and basin main part, the inside bottom of basin main part just is located and hides the place ahead of dirty case and has seted up the gomphosis groove. This device is provided with two in traditional water drainage tank inside and blocks filtration, still is provided with the storage structure simultaneously for impurity such as rubbish leaves with the rainwater is intercepted and temporary storage, and wherein filtration includes a flow distribution plate and two baffles, and wherein the flow distribution plate shunts the rainwater, and when rubbish fell on the baffle, can hide the dirt case because the washing away entering of rainwater, it is used for storing rubbish to hide the dirt case.

Description

Anti-blocking type drainage channel for highway engineering

Technical Field

The utility model relates to a highway engineering technical field specifically is a highway engineering is used prevents blockking up formula water drainage tank.

Background

The highway drainage system is a complete and smooth drainage system formed by reasonably planning and designing a series of facilities for intercepting, draining or removing ground water and underground water which endanger the highway and combining conditions along the line. The road ground drainage facility is provided with a side ditch, a catch basin, a drainage ditch, a drop and a rapid trough, and a reverse siphon culvert or a water crossing trough can be arranged when the road base spans the agricultural irrigation ditch and the water level of the ditch is higher than the elevation of the road base; the underground drainage facilities for highway are mainly composed of hidden pipes, seepage ditches, water seepage culverts and seepage wells.

The existing road drainage channel is a simple groove formed by pouring reinforced concrete, a grid cast with pig iron is arranged in a dormitory, and due to the fact that some fallen leaves and garbage are prone to being blocked, the existing interception is to place a grid plate or a net bag in the interior, but leaves can block the grid and meshes after a long time, and water flow is not smooth. Accordingly, one skilled in the art has provided an anti-clogging type drainage channel for road engineering to solve the problems set forth in the above background art.

Disclosure of Invention

An object of the utility model is to provide a highway engineering is used prevents blockking up formula water drainage tank to solve the problem that provides among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a highway engineering is used prevents blockking up formula water drainage tank, includes the basin main part, the both sides of basin main part all are equipped with and hide the dirty case, and the horizontal equidistance in top of basin main part has laid first diaphragm, the inside of basin main part and the top that is located and hides the dirty case are provided with the flow distribution plate, the top of hiding dirty case and basin main part has laid the second diaphragm jointly, the gomphosis groove has been seted up to the inside bottom of basin main part and the place ahead that is located and hides the dirty case, the gomphosis inslot is installed the silt case, and the end-to-end connection blowdown pipe of silt case, and the pipe box has been cup jointed to the upper end.

As a further aspect of the present invention: the splitter plate is an inverted V-shaped structure, the lengths of two sides of the splitter plate are equal, and the vertex angle part of the splitter plate is positioned on a vertical bisector of the water tank main body.

As a further aspect of the present invention: the through holes are formed in the splitter plate at equal intervals, and the distance between the bottom end of the splitter plate and the inner wall of the water tank main body is half of the length of the splitter plate.

As a further aspect of the present invention: hide the inside of dirt case and be close to one section in the basin main part outside and be provided with vortex concrete block, the whole arc wall of having seted up for rectangle and outside of vortex concrete block, set up the waterlogging caused by excessive rainfall hole in the arc wall of vortex concrete block, and the waterlogging caused by excessive rainfall hole runs through the basin main part outside.

As a further aspect of the present invention: the inside of basin main part just is located to hide and is provided with the baffle between dirty case and the flow distribution plate, the baffle is hollow out construction.

As a further aspect of the present invention: the baffle is the slope setting, and the outside extension line of baffle runs through the top outside of vortex concrete block, the top of baffle is located the flow distribution plate inboard.

As a further aspect of the present invention: the top of silt case is provided with the horn mouth, and is provided with the swash plate on the inner wall of silt case, the swash plate is crisscross setting, basin main part, deposit dirty case and silt case are reinforced concrete structure.

Compared with the prior art, the beneficial effects of the utility model are that: the device is provided with two blocking and filtering structures inside the traditional drainage channel and a storage structure for intercepting and temporarily storing impurities such as rubbish leaves and the like in rainwater, wherein the filtering structure comprises a splitter plate and two baffles, the splitter plate splits the rainwater to reduce the impact force and make the garbage carried inside flow slowly, so as to fall on the two baffle plates, the splitter plate is provided with through holes for passing rainwater, when garbage falls on the baffle plates, the garbage can enter the garbage storing box due to the washing of the rainwater, the garbage storing box is used for storing the garbage, simultaneously, the vortex concrete block is arranged inside, when the rainwater flows through the vortex concrete block, the structure of the vortex concrete block enables water flow to generate a vortex shape, so that garbage in the dirt storing box is driven to form a whole, the garbage is prevented from floating, and the vortex concrete block is provided with a draining hole for the water flow to pass through.

Drawings

Fig. 1 is a schematic structural view of an anti-clogging type drainage channel for highway engineering;

FIG. 2 is a schematic view of the structure of the interior of a water tank in an anti-blocking type drainage channel for highway engineering;

fig. 3 is a schematic structural view of the inside of a silt box in an anti-clogging type drainage channel for road engineering.

In the figure: 1. a first transverse plate; 2. a sink body; 3. a second transverse plate; 4. a scale storing box; 5. a fitting groove; 6. a silt box; 7. a blow-off pipe; 8. a flow distribution plate; 9. a through hole; 10. a baffle plate; 11. draining holes; 12. vortex concrete block; 13. a bell mouth; 14. a sloping plate; 15. and (4) pipe sleeves.

Detailed Description

Referring to fig. 1 to 3, in the embodiment of the present invention: the utility model provides a highway engineering is used prevents blockking up formula water drainage tank, including basin main part 2, basin main part 2's both sides all are equipped with and hide dirty case 4, and basin main part 2's the horizontal equidistance in top has laid first diaphragm 1, basin main part 2's inside and the top that is located and hides dirty case 4 are provided with flow distribution plate 8, hide dirty case 4 and basin main part 2's top and laid second diaphragm 3 jointly, basin main part 2's inside bottom and be located and hide dirty case 4 the place ahead and seted up gomphosis groove 5, install silt case 6 in the gomphosis groove 5, and silt case 6's end-to-end connection blow off pipe 7, and the pipe box 15 has been cup jointed to the upper end of blow off pipe 7.

In fig. 2, flow distribution plate 8 is the V structure of inversion, and flow distribution plate 8's both sides length equals, flow distribution plate 8's apex angle portion is located the perpendicular bisector of basin main part 2, flow distribution plate 8's shape is in order to break it to form two strands of rivers with rivers, the benefit of this design is the impact force that reduces rivers, improve filter mechanism's life and ensure its installation firmness, prevent that rivers from referring to strike baffle 10 of one side, make two baffles 10 of rivers impact behind the reposition of redundant personnel, thereby the pressure of baffle 10 has been reduced, simultaneously can also guide rivers to on baffle 10, thereby filter the rubbish in the rivers through baffle 10.

In fig. 2, through-hole 9 has been seted up to even equidistance on flow distribution plate 8, and the bottom of flow distribution plate 8 is half of flow distribution plate 8 length apart from the length between 2 inner walls of basin main part, thereby through-hole 9's effect is the passageway that provides the through for rivers reduces hydraulic impact, thereby prevent that water pressure is too big to break down flow distribution plate 8, and the distance of flow distribution plate 8 end apart from 2 inner walls of basin main part is for making rubbish through falling on baffle 10, and flow distribution plate 8's shape can guarantee that the rubbish in the rivers can not depend on the face, thereby block up through-hole 9.

In fig. 2, hide the inside of dirt case 4 and be provided with vortex concrete block 12 near one section in the 2 outsides of basin main part, vortex concrete block 12 is whole to be the rectangle and the outside has seted up the arc wall, waterlogging caused by excessive rainfall hole 11 has been seted up in the arc wall of vortex concrete block 12, and waterlogging caused by excessive rainfall hole 11 runs through the 2 outsides of basin main part, when the rainwater flows through vortex concrete block 12, because its structure makes rivers produce the vortex form, thereby will hide the inside rubbish of dirt case 4 and drive and make it form a whole, prevent that rubbish from wafting, it is used for the through of rivers to have seted up waterlogging caused by excessive rainfall hole 11 on vortex concrete block 12, prevent that the inside rubbish of dirt case 4 from wafting when the income of.

In fig. 2, the inside of basin main part 2 just is located and is provided with baffle 10 between hiding dirty case 4 and flow distribution plate 8, and baffle 10 is hollow out construction, and rubbish can temporarily be preserved inside the box after hiding dirty case 4 inside formation, regularly all can be provided with the inspection personnel on general highway, can take away the rubbish of inside when patrolling.

In fig. 2, baffle 10 is the slope setting, and the outside extension line of baffle 10 runs through the top outside of vortex concrete block 12, the top of baffle 10 is located flow distribution plate 8 inboard, baffle 10's effect is exactly impurity such as rubbish in the filtration rivers, it can make rivers pass through for hollow out construction, but the rubbish leaf of intercepting aquatic, because its end is located vortex concrete block 12, consequently when baffle 10 intercepts the rubbish of aquatic, can be strikeed into after the rivers and hide in dirty case 4, and because its tip is located flow distribution plate 8's inside, so can prevent that rubbish from floating out through flow distribution plate 8's end.

In fig. 3, the top of silt case 6 is provided with horn mouth 13, and be provided with swash plate 14 on the inner wall of silt case 6, swash plate 14 is the setting of staggering, basin main part 2, it is reinforced concrete structure to hide dirty case 4 and silt case 6, the effect of horn mouth 13 can make silt get into easily but be difficult for gushing out because stirring of rivers, the effect of swash plate 14 also prevents equally that silt from stirring by rivers and upwards gushing out, the effect of its alternating architecture is that silt can not block subsiding of silt when descending, but in case silt is through stirring of rivers upwards gushing out its impact force that can block slow rivers, thereby make silt sink, the effect of adopting reinforced concrete structure is, it is more general, and intensity is big.

The utility model discloses a theory of operation is: when the anti-blocking device is used, foundation pits are arranged on two sides of a highway project, the water tank main body 2 is formed by pouring reinforced concrete, the scale storage box 4 and the silt box 6 are hidden, when rainwater forms water flow in the water tank main body 2, the water flow is broken by the splitter plate 8 to form two water flows, the water flow is prevented from impacting the baffle plate 10 on one side, the water flow impacts the two baffle plates 10 after being split, the pressure of the baffle plates 10 is reduced, meanwhile, the water flow can be guided to the baffle plates 10, so that garbage in the water flow is filtered through the baffle plates 10, the baffle plates 10 are used for filtering impurities such as garbage in the water flow, the baffle plates are hollow structures which can enable the water flow to pass through and can intercept garbage leaves in the water, and because the tail ends of the baffle plates are located on the vortex concrete blocks 12, when the garbage in the water is intercepted by the baffle plates 10, the garbage in the scale storage box 4 can be impacted by, therefore, garbage can be prevented from floating out through the tail end of the splitter plate 8, when rainwater flows through the vortex concrete block 12, due to the structure, water flow generates vortex shapes, so that the garbage in the scale storage box 4 is driven to form a whole to prevent the garbage from floating, the vortex concrete block 12 is provided with water draining holes 11 for the water flow to pass through, the garbage in the scale storage box 4 is prevented from floating out when the water flow is poured, the water flow continues to move forwards and passes through the silt box 6, silt generally is at the bottom of the water flow, so the silt can enter the silt box 6, the bell mouth 13 can make the silt easily enter but not easily flow out due to the stirring of the water flow, the inclined plate 14 also can prevent the silt from flowing upwards after being stirred by the water flow, the staggered structure can not prevent the sedimentation of the silt when the silt descends, but once the silt upwards flows out through the stirring of the water flow, the impact force of the water flow can be reduced, thereby leading the silt to sink and be discharged through the blow-off pipe 7 in the later period.

The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. The utility model provides an anti-blocking formula water drainage tank that highway engineering was used, includes basin main part (2), its characterized in that: the scale deposit box is characterized in that scale deposit boxes (4) are arranged on two sides of the water tank main body (2), first transverse plates (1) are paved on the top of the water tank main body (2) in a transverse equal distance mode, flow distribution plates (8) are arranged on the inner portion of the water tank main body (2) and above the scale deposit boxes (4), second transverse plates (3) are paved on the top of the scale deposit boxes (4) and the top of the water tank main body (2) jointly, embedded grooves (5) are formed in the bottom end of the inner portion of the water tank main body (2) and in the front of the scale deposit boxes (4), silt boxes (6) are installed in the embedded grooves (5), end-to-end connecting blow-off pipes (7) of the silt boxes (6), and pipe sleeves (15) are sleeved on the upper ends of.

2. The anti-blocking drainage channel for road engineering as claimed in claim 1, wherein the splitter plate (8) is of an inverted V-shaped structure, the lengths of two sides of the splitter plate (8) are equal, and the top corner of the splitter plate (8) is located on the vertical bisector of the water channel main body (2).

3. The anti-blocking type drainage channel for the highway engineering as claimed in claim 1, wherein the splitter plate (8) is provided with through holes (9) at equal intervals, and the distance between the bottom end of the splitter plate (8) and the inner wall of the water tank main body (2) is half of the length of the splitter plate (8).

4. The anti-blocking type drainage channel for the highway engineering as claimed in claim 1, wherein a section of the inside of the scale storage box (4) close to the outside of the channel body (2) is provided with a vortex concrete block (12), the vortex concrete block (12) is rectangular overall and has an arc-shaped groove on the outside, the arc-shaped groove of the vortex concrete block (12) is provided with a drainage hole (11), and the drainage hole (11) penetrates through the outside of the channel body (2).

5. The anti-blocking type drainage channel for the highway engineering according to claim 1, wherein a baffle (10) is arranged inside the water channel main body (2) and between the scale storing box (4) and the flow distribution plate (8), and the baffle (10) is of a hollow structure.

6. The anti-blocking type drainage channel for road engineering according to claim 5, wherein the baffle (10) is arranged obliquely, an external extension line of the baffle (10) penetrates through the top external side of the vortex concrete block (12), and the top end of the baffle (10) is positioned at the internal side of the splitter plate (8).

7. The anti-blocking type drainage channel for the highway engineering as claimed in claim 1, wherein a bell mouth (13) is arranged at the top of the silt box (6), inclined plates (14) are arranged on the inner wall of the silt box (6), the inclined plates (14) are arranged in a staggered manner, and the water tank main body (2), the dirt collection box (4) and the silt box (6) are all of reinforced concrete structure.