CN205557321U - A drainage system for double -layer steel truss bridge - Google Patents
A drainage system for double -layer steel truss bridge Download PDFInfo
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- CN205557321U CN205557321U CN201620278476.6U CN201620278476U CN205557321U CN 205557321 U CN205557321 U CN 205557321U CN 201620278476 U CN201620278476 U CN 201620278476U CN 205557321 U CN205557321 U CN 205557321U
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- pipe
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Abstract
The utility model discloses a drainage system for double -layer steel truss bridge relates to bridge drainage field, and this drainage system includes a plurality of central drainage mouths, the central drainage mouth distributes on the upper deck of bridge of bridge and lower floor's bridge floor, the collection pipe is concentrated on an upper strata, the upper strata concentrates the collection pipe to be located between upper deck of bridge and the lower floor's bridge floor, and the central drainage mouth that just is located the upper deck of bridge concentrates the collection pipe to communicate through central drainage pipe and upper strata, a lower floor concentrates the collection pipe, the concentrated collection pipe of lower floor is located the below of lower floor's bridge floor, and the central drainage mouth that just is located lower floor's bridge floor concentrates the collection pipe to communicate through the central drainage pipe with the lower floor, a collection device, the upper strata concentrates collection pipe, lower floor to concentrate the collection pipe all to converge to collection device. The utility model discloses not only bridge floor ponding can effectively be discharged moreover to relatively environmental protection.
Description
Technical field
This utility model relates to bridge draining field, is specifically related to a kind of for clad steel truss bridge
Drainage system.
Background technology
The development built along with Bridges in Our Country, bridge scale, span are increasing, due to bridge
The driving passage at top is limited so that Longspan Bridge channel resource is the most nervous, double-deck steel truss
Beam bridge is because of advantages such as its space availability ratio height, reasonable stress, wind resistance are good, in bridge
To being widely applied.
Clad steel truss bridge is levels structure, upper deck of bridge due to automobile and the abrasion on road surface,
Tail gas, greasy dirt and air pollutants etc. can be combined with rainwater, will produce at bridge floor at the rainfall initial stage
Raw a certain amount of sewage, therefore, the generally both sides at upper layer bridge panel arrange some osculums,
Hydrops on upper layer bridge panel is directly discharged, or the hydrops of upper layer bridge panel is pooled to down
Discharge again after layer floorings；Lower floor's bridge has a small amount of rainwater, for city clad steel truss bridge,
Lower floor also will have sprinkling truck or road cleaning vehicle to spray cleaning water, and the hydrops of lower floor's floorings
Typically all it is directly discharged in waters.
Owing to the span of clad steel truss bridge is generally the biggest, be mainly used in span length river, the Yellow River with
And on a large scale on waters, and the water body crossed over is the most important, by direct for the hydrops of bridge floor
It is discharged in waters, can polluted-water.
Utility model content
For defect present in prior art, the purpose of this utility model is to provide a kind of use
In the drainage system of clad steel truss bridge, not only compare environmental protection, and can effectively discharge bridge floor
Hydrops.
For reaching object above, this utility model adopts the technical scheme that:
A kind of drainage system for clad steel truss bridge, including:
Some central drainage mouths, described central drainage mouth is distributed in upper deck of bridge and the lower floor of bridge
On bridge floor；
Collection pipe is concentrated on one upper strata, and described upper strata concentrates collection pipe to be positioned at upper deck of bridge and lower floor's bridge
Between face, and the central drainage mouth being positioned at upper deck of bridge concentrates remittance by central drainage pipe with upper strata
Cross current；
One lower floor concentrates collection pipe, and described lower floor concentrates collection pipe to be positioned at the lower section of lower floor's bridge floor,
And the central drainage mouth being positioned at lower floor's bridge floor is connected by central drainage pipe and lower floor's concentration collection pipe
Logical；
One collection device, described upper strata concentrates collection pipe, lower floor to concentrate collection pipe all to converge into receipts
Acquisition means.
On the basis of technique scheme, described upper strata concentrates collection pipe and lower floor to concentrate charge for remittance
Being provided with some in line collection pipes between pipe, described upper strata concentrates collection pipe by line collection pipe
Collection pipe is concentrated to be connected with lower floor.
On the basis of technique scheme, described drainage system also includes some direct discharge outlet,
Described direct discharge outlet is distributed in the upper deck of bridge of bridge, and described direct discharge outlet is by always
Overflowing water pipe concentrates collection pipe to be connected with lower floor.
On the basis of technique scheme, the end face of described central drainage mouth is less than corresponding bridge floor
Height, the end face of described direct discharge outlet be higher than bridge floor height.
On the basis of technique scheme, described central drainage mouth is staggered with direct discharge outlet to be set
Put.
On the basis of technique scheme, described central drainage mouth and the top of direct discharge outlet
It is provided with trash rack.
Compared with prior art, the utility model has the advantage of:
(1) this utility model is for the drainage system of clad steel truss bridge, including central drainage
Mouthful, the water on bridge can be passed sequentially through central drainage pipe and concentrate collection pipe by central drainage mouth
In collection device, it is to avoid directly drain into polluted-water in waters, compare environmental protection.
(2) this utility model concentrates charge for remittance for the drainage system of clad steel truss bridge, upper strata
Pipe and lower floor concentrate and are provided with some in line collection pipes, the top of in line collection pipe between collection pipe
And between bottom, have certain differential water pressures, and then impulse force can be formed wash away dirt, it is to avoid due to
The water yield on bridge floor is less, easily forms mud, will cause lower floor for a long time after mixing with impurity
Bridge longitudinal drainage pipe sludgd deposition, even plugging, causes hydrops to be difficult to discharge and avoids dirt to block
Corresponding pipeline.
(3) this utility model is for the drainage system of clad steel truss bridge, when rainwater is bigger,
Owing to the quantity of central drainage mouth, upper strata concentrate the space of collection pipe the most limited, it is difficult in time will
Rainwater on bridge floor is discharged, and rainwater is after bridge floor collects, and the load that can cause bridge is overweight, this
In utility model, owing to direct discharge outlet is higher than bridge floor, when rainwater did not had direct discharge outlet,
By direct discharge outlet, rainwater can be entered lower floor via in line overflow pipe and concentrate in collection pipe,
And then can speed up the discharge of rainwater, alleviate the load of the excessive bridge caused of upper deck of bridge rainwater
Overweight.
Accompanying drawing explanation
Fig. 1 is the knot of drainage system in this utility model embodiment for clad steel truss bridge
Structure schematic diagram；
Fig. 2 is the structural representation of central drainage mouth in this utility model embodiment；
Fig. 3 is the structural representation of direct discharge outlet in this utility model embodiment.
In figure: 1-central drainage mouth, 2-upper deck of bridge, 3-lower floor bridge floor, 4-upper strata is concentrated and is converged
Water pipe, 5-central drainage pipe, 6-lower floor concentrates collection pipe, 7-collection device, the in line charge for remittance of 8-
Pipe, the direct discharge outlet of 9-, the in line overflow pipe of 10-, 11-blocks mud grid.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is described in further detail.
Shown in Figure 1, this utility model embodiment provides a kind of for clad steel truss bridge
Drainage system, including some central drainage mouths 1 and some direct discharge outlet 9, see Fig. 2 and
Shown in Fig. 3, central drainage mouth 1 is distributed on upper deck of bridge 2 and lower floor's bridge floor 3 of bridge,
Directly discharge outlet 9 is distributed in the upper deck of bridge 2 of bridge, and central drainage mouth 1 and direct draining
Mouth 9 interlaced arrangement, the end face of central drainage mouth 1 is less than the height of corresponding bridge floor, direct draining
The end face of mouth 9 is higher than bridge floor height, and central drainage mouth 1 is all provided with the top of direct discharge outlet 9
It is equipped with trash rack 11.
Collection pipe 4 is concentrated on one upper strata, and upper strata concentrates collection pipe 4 to be positioned at upper deck of bridge 2 and lower floor
Between bridge floor 3, and it is positioned at the central drainage mouth 1 of upper deck of bridge 2 by a central drainage pipe 5
Collection pipe 4 is concentrated to connect with upper strata.
One lower floor concentrates collection pipe 6, and lower floor concentrates collection pipe 6 to be positioned at the lower section of lower floor's bridge floor 3,
And it is positioned at the central drainage mouth 1 of lower floor's bridge floor 3 by central drainage pipe 5 and lower floor's concentration charge for remittance
Pipe 6 connects.
Upper strata is concentrated collection pipe 4 and lower floor to concentrate between collection pipe 6 and is provided with some in line charges for remittance
Pipe 8, upper strata concentrates collection pipe 4 to concentrate collection pipe 6 to be connected by line collection pipe 8 with lower floor
Logical, and directly discharge outlet 9 concentrates collection pipe 6 to be connected by line overflow pipe 10 with lower floor.
One collection device 7, upper strata concentrates collection pipe 4, lower floor to concentrate collection pipe 6, in line remittance
Water pipe 8 all converges into collection device 7.
Water on bridge can be passed sequentially through central drainage pipe 5 and concentrate remittance by central drainage mouth 1
In water pipe 4 collection device 7, it is to avoid directly drain into polluted-water in waters, compare environmental protection.
And upper strata concentration collection pipe 4 and lower floor concentrate and are provided with some in line remittances between collection pipe 6
Water pipe 8, has certain differential water pressures between top and the bottom of in line collection pipe 8, and then can
Form impulse force and wash away dirt, it is to avoid dirt blocks corresponding pipeline.
When rainwater is bigger, owing to collection pipe 4 is concentrated on quantity, the upper strata of central drainage mouth 1
Space is the most limited, it is difficult to discharged by the rainwater on bridge floor in time, rainwater after bridge floor collects, meeting
The load causing bridge is overweight, in this utility model, owing to direct discharge outlet 9 is higher than bridge floor,
When rainwater did not had direct discharge outlet 9, it is possible to by direct discharge outlet 9 by rainwater via in line
Overflow pipe 10 enters lower floor and concentrates in collection pipe 6, and then can speed up the discharge of rainwater, subtracts
The load of the light excessive bridge caused of upper deck of bridge 2 rainwater is overweight.
And the drainage system in this utility model can be used for monolayer bridge, monolayer bridge only needs
Upper deck of bridge 2 to arrange some central drainage mouths 1 and some direct discharge outlet 9, then
Enter upper strata by corresponding central drainage pipe 5 and concentrate in collection pipe 4, direct discharge outlet 9
Corresponding central drainage pipe 5 enters upper strata and concentrates in collection pipe 4.
In actual use, central drainage mouth 1 be arranged on car shape to and footpath (maintaining roadway)
Both sides, and along vertical bridge to setting.
This utility model is not limited to above-mentioned embodiment, for the ordinary skill of the art
For personnel, on the premise of without departing from this utility model principle, it is also possible to make some improvement
And retouching, within these improvements and modifications are also considered as protection domain of the present utility model.This explanation
The content not being described in detail in book belongs to prior art known to professional and technical personnel in the field.
Claims (6)
1. the drainage system for clad steel truss bridge, it is characterised in that including:
Some central drainage mouths (1), described central drainage mouth (1) is distributed in the upper strata of bridge
On bridge floor (2) and lower floor's bridge floor (3)；
Collection pipe (4) is concentrated on one upper strata, and described upper strata concentrates collection pipe (4) to be positioned at upper layer bridge
Between face (2) and lower floor's bridge floor (3), and it is positioned at the central drainage mouth of upper deck of bridge (2)
(1) collection pipe (4) is concentrated to connect by central drainage pipe (5) with upper strata；
One lower floor concentrates collection pipe (6), and described lower floor concentrates collection pipe (6) to be positioned at lower floor's bridge
The lower section in face (3), and it is positioned at the central drainage mouth (1) of lower floor's bridge floor (3) by concentrating
Drain pipe (5) concentrates collection pipe (6) to connect with lower floor；
One collection device (7), described upper strata concentrates collection pipe (4), lower floor to concentrate collection pipe (6)
All converge into collection device (7).
A kind of drainage system for clad steel truss bridge, its
It is characterised by: described upper strata is concentrated collection pipe (4) and lower floor to concentrate between collection pipe (6) and set
Being equipped with some in line collection pipes (8), described upper strata concentrates collection pipe (4) by line charge for remittance
Pipe (8) concentrates collection pipe (6) to be connected with lower floor.
A kind of drainage system for clad steel truss bridge, its
It is characterised by: described drainage system also includes some direct discharge outlet (9), described direct draining
Mouth (9) is distributed in the upper deck of bridge (2) of bridge, and described direct discharge outlet (9) is by one
In line overflow pipe (10) concentrates collection pipe (6) to be connected with lower floor.
A kind of drainage system for clad steel truss bridge, its
It is characterised by: the end face of described central drainage mouth (1) is less than the height of corresponding bridge floor, described
Directly the end face of discharge outlet (9) is higher than bridge floor height.
5. a kind of as according to any one of Claims 1-4 is for clad steel truss bridge
Drainage system, it is characterised in that: described central drainage mouth (1) is handed over direct discharge outlet (9)
Wrong setting.
6. a kind of as according to any one of Claims 1-4 is for clad steel truss bridge
Drainage system, it is characterised in that: described central drainage mouth (1) and direct discharge outlet (9)
Top is provided with trash rack (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278476.6U CN205557321U (en) | 2016-04-06 | 2016-04-06 | A drainage system for double -layer steel truss bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278476.6U CN205557321U (en) | 2016-04-06 | 2016-04-06 | A drainage system for double -layer steel truss bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557321U true CN205557321U (en) | 2016-09-07 |
Family
ID=56813082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620278476.6U Active CN205557321U (en) | 2016-04-06 | 2016-04-06 | A drainage system for double -layer steel truss bridge |
Country Status (1)
| Country | Link |
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| CN (1) | CN205557321U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565511A (en) * | 2019-09-20 | 2019-12-13 | 中铁大桥勘测设计院集团有限公司 | Drainage system of steel truss girder bridge |
| CN113005881A (en) * | 2021-03-10 | 2021-06-22 | 江苏建筑职业技术学院 | Building truss structure for road and bridge engineering |
| CN114541254A (en) * | 2022-03-09 | 2022-05-27 | 中铁大桥勘测设计院集团有限公司 | Secondary drainage system for hybrid composite beam cable-stayed bridge |
-
2016
- 2016-04-06 CN CN201620278476.6U patent/CN205557321U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565511A (en) * | 2019-09-20 | 2019-12-13 | 中铁大桥勘测设计院集团有限公司 | Drainage system of steel truss girder bridge |
| CN110565511B (en) * | 2019-09-20 | 2024-06-14 | 中铁大桥勘测设计院集团有限公司 | Steel truss bridge drainage system |
| CN113005881A (en) * | 2021-03-10 | 2021-06-22 | 江苏建筑职业技术学院 | Building truss structure for road and bridge engineering |
| CN114541254A (en) * | 2022-03-09 | 2022-05-27 | 中铁大桥勘测设计院集团有限公司 | Secondary drainage system for hybrid composite beam cable-stayed bridge |
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| GR01 | Patent grant |