CN211547325U

CN211547325U - Municipal administration maintenance bridge drainage pipe network

Info

Publication number: CN211547325U
Application number: CN201921839870.2U
Authority: CN
Inventors: 孙丽平
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-30
Filing date: 2019-10-30
Publication date: 2020-09-22
Anticipated expiration: 2029-10-30

Abstract

The utility model provides a municipal administration maintenance bridge drainage pipe network, include: water leakage, water seepage layer and water collection layer; the water drain is arranged at the top of the bridge body and connected with the bridge body in an embedding mode; the water seepage layer is arranged in the middle of the upper part of the bridge body; the water collecting layer is arranged at the bottom of the water seepage layer. The utility model discloses a to the structurally improvement of the device, it is faster and coverage area is more comprehensive to have drainage speed, has reduced the problem of bridge floor ponding, can not cause the problem of unable drainage when individual pipeline blocks up, can not produce not good influence to environment and past crowd on every side at the in-process of drainage to the advantage of water waste has been prevented effectively, thereby effectually solved the utility model provides a problem and not enough.

Description

Municipal administration maintenance bridge drainage pipe network

Technical Field

The utility model relates to a bridge technical field, more specifically the theory that says so especially relates to a municipal administration maintenance bridge drainage pipe network.

Background

At present, with the development and construction of each place, the erection of bridge has just also been put forward the schedule, and the aspect that the erection of bridge relates to is many, but the drainage pipe network of bridge is not negligibly, and the drainage pipe network construction of bridge can cause the bridge floor ponding serious, leads to the vehicle to drive dangerous phenomena such as skidding on the bridge, and the ponding time is longer can produce certain damage to the self of bridge even.

Current bridge drain pipe network is using the back, probably produces the pipeline that causes because of bridge floor rubbish and blocks up to lead to the unable discharge of ponding, the unreasonable ponding exhaust velocity that leads to of drainage setting is slower, and the design of bottom outlet pipe mouth is unreasonable can cause the problem and not enough of not good influence to environment and pedestrian.

In view of this, research improvement is carried out to current problem, provides a municipal administration maintenance bridge drainage pipe network, aims at through this technique, reaches the purpose that solves the problem and improve practical value nature.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a municipal administration maintenance bridge drainage network to the problem that proposes in solving above-mentioned background art is with not enough.

In order to achieve the above object, the utility model provides a municipal administration maintenance bridge drainage pipe net, reached by following specific technological means:

a municipal maintenance bridge drainage network, comprising: the bridge comprises a bridge body, guardrails, cross beams, piers, water leakage, a first vertical pipe, a first inclined pipe, a second vertical pipe, a water seepage layer, a water collection layer, a middle vertical pipe, a first transverse pipe, a second transverse pipe and a third transverse pipe; the guardrails are arranged on the front side and the rear side of the top of the bridge body, and the guardrails are connected with the bridge body in a bolt fixing mode; the cross beam is arranged at the bottom of the bridge body; the bridge piers are arranged on two sides of the bottom of the cross beam; the water drain is arranged at the top of the bridge body and connected with the bridge body in an embedding mode; the first vertical pipe is arranged at the bottom of the water drain, and the first vertical pipe is screwed with the water drain through threads; the first inclined pipe is arranged at the bottom of the first vertical pipe, and the first inclined pipe is screwed with the first vertical pipe through the screw thread of the obtuse-angle elbow; the second vertical pipe is arranged at the bottom end of the first inclined pipe, and the second vertical pipe is screwed with the first inclined pipe through the screw thread of the obtuse-angle elbow; the water seepage layer is arranged in the middle of the upper part of the bridge body; the water collecting layer is arranged at the bottom of the water seepage layer; the middle vertical pipe is arranged in the middle of the bottom of the water collecting layer and is connected with the water collecting layer in a sleeving manner; the first transverse pipe is arranged at the bottom end of the middle vertical pipe, and the first transverse pipe is screwed with the middle vertical pipe through threads of a tee joint; the second transverse pipe is arranged at the bottom of the first vertical pipe and is screwed with the first vertical pipe through threads of a tee joint; the third horizontal pipe is arranged in the middle of the first vertical pipe, and the third horizontal pipe is screwed with the first vertical pipe through threads of a tee joint.

As a further optimization of this technical scheme, the utility model relates to a municipal administration maintenance bridge drainage pipe network the crossbeam is isosceles trapezoid's massive structure, and the crossbeam is transverse arrangement in the bottom of pontic.

As the further optimization of this technical scheme, the utility model relates to a municipal administration maintenance bridge drainage pipe network the top of hourglass is the grid form filtration mouth, and the hourglass is the top of rectangle array at the pontic.

As this technical scheme's further optimization, the utility model relates to a municipal administration maintenance bridge drainage pipe network first standpipe violently manages the inside of all embedding at the pontic with the third, and the third violently manages the intermediate position of two first standpipes of connecting at closing on the crossbeam through the tee bend.

As this technical scheme's further optimization, the utility model relates to a municipal administration maintenance bridge drainage pipe network the water seepage layer is the toper structure of rectangle form for the top, and the water seepage layer is infiltration pitch material.

As a further optimization of this technical scheme, the utility model relates to a municipal administration maintenance bridge drainage pipe network the layer that catchments is the funnel structure of rectangle wide-mouthed form, and the outer wall on layer that catchments passes through the embedding mode and establishes the intermediate position at the pontic.

As this technical scheme's further optimization, the utility model relates to a municipal administration maintenance bridge drainage pipe network the first intermediate position of violently managing is connected with first standpipe through the tee bend, and the first both ends of violently managing are connected at the intermediate position that the second was violently managed through the tee bend.

As this technical scheme's further optimization, the utility model relates to a municipal administration maintenance bridge drainage pipe network the second standpipe only sets up the bottom at the first pipe chute of pier both sides, and the upper portion of second standpipe is equipped with and violently manages the tee bend that is connected with the second.

Because of above-mentioned technical scheme's application, compared with the prior art, the utility model have the following advantage:

1. the utility model relates to a municipal administration maintenance bridge drainage pipe network's setting is handled through the quick collection of pontic top hourglass and water seepage layer and water-collecting layer to water, discharges water through the drain pipe structure of bottom to make this structure drainage speed faster and coverage area more comprehensive, reduced the problem of bridge floor ponding.

2. The utility model relates to a municipal administration maintenance bridge drainage pipe network's setting, violently manage through the second of connecting middle standpipe in both sides, violently manage the second and connect on the second standpipe of both sides, violently manage the design with the third and be connected at the first standpipe of pier top horizontal position with both sides, when a pipe blockage, can lean on the design of violently managing to send other pipeline discharges with the water conservancy diversion, the unable exhaust problem of bridge floor ponding that the bridge floor caused because of the pipe blockage of bottom has been solved, thereby make the device can not cause the problem of unable drainage when individual pipe blockage.

3. The utility model relates to a municipal administration maintenance bridge drainage pipe network's setting can purify the log raft to suitable place through the design of the second standpipe of bottom, can purify the log raft to reasonable emission place and use bottom the second standpipe through the tee bend to make the device can not produce not good influence to environment and past crowd on every side at the in-process of drainage, and prevented the waste of water resource effectively.

4. The utility model discloses a to the structurally improvement of the device, it is faster and coverage area is more comprehensive to have drainage speed, has reduced the problem of bridge floor ponding, can not cause the problem of unable drainage when individual pipeline blocks up, can not produce not good influence to environment and past crowd on every side at the in-process of drainage to the advantage of water waste has been prevented effectively, thereby effectually solved the utility model provides a problem and not enough.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:

FIG. 1 is a schematic side perspective view of the present invention;

FIG. 2 is a schematic structural view of the cross section of the present invention;

fig. 3 is the structure schematic diagram of the water leakage filter screen of the utility model.

In the figure: the bridge body 1, guardrail 2, crossbeam 3, pier 4, hourglass 5, first standpipe 6, first pipe chute 7, second standpipe 8, water seepage layer 9, water-collecting layer 10, middle standpipe 11, first violently pipe 12, the second violently pipe 13, the horizontal pipe 14 of third.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

It is to be noted that, in the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

Meanwhile, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "connected" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or electrical connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Please refer to fig. 1 to 3, the utility model provides a concrete technical implementation scheme of municipal maintenance bridge drainage pipe network:

a municipal maintenance bridge drainage network, comprising: the bridge comprises a bridge body 1, guardrails 2, cross beams 3, piers 4, water leaks 5, a first vertical pipe 6, a first inclined pipe 7, a second vertical pipe 8, a water seepage layer 9, a water collection layer 10, a middle vertical pipe 11, a first transverse pipe 12, a second transverse pipe 13 and a third transverse pipe 14; the guardrails 2 are arranged on the front side and the rear side of the top of the bridge body 1, and the guardrails 2 are connected with the bridge body 1 in a bolt fixing mode; the cross beam 3 is arranged at the bottom of the bridge body 1; the bridge piers 4 are arranged on two sides of the bottom of the cross beam; the water drain 5 is arranged at the top of the bridge body 1, and the water drain 5 is connected with the bridge body 1 in an embedding mode; the first vertical pipe 6 is arranged at the bottom of the water drain 5, and the first vertical pipe 6 is screwed with the water drain 5 through threads; the first inclined pipe 7 is arranged at the bottom of the first vertical pipe 6, and the first inclined pipe 7 is screwed with the first vertical pipe 6 through the screw thread of the obtuse-angle elbow; the second vertical pipe 8 is arranged at the bottom end of the first inclined pipe 7, and the second vertical pipe 8 is screwed with the first inclined pipe 7 through the screw thread of the obtuse-angle elbow; the water seepage layer 9 is arranged in the middle of the upper part of the bridge body 1; the water collecting layer 10 is arranged at the bottom of the water seepage layer 9; the middle vertical pipe 11 is arranged in the middle of the bottom of the water collecting layer 10, and the middle vertical pipe 11 is connected with the water collecting layer 10 in a sleeving manner; the first horizontal pipe 12 is arranged at the bottom end of the middle vertical pipe 11, and the first horizontal pipe 12 is screwed with the middle vertical pipe 11 through the thread of a tee; the second horizontal pipe 13 is arranged at the bottom of the first vertical pipe 6, and the second horizontal pipe 13 is screwed with the first vertical pipe 6 through a tee thread; the third horizontal pipe 14 is arranged in the middle of the first vertical pipe 6, and the third horizontal pipe 14 is screwed with the first vertical pipe 6 through a thread of a tee.

Specifically, the cross beam 3 is an isosceles trapezoid block structure, and the cross beam 3 is transversely arranged at the bottom of the bridge body 1.

Specifically, the top of the water drain 5 is a grid-shaped filtering opening, and the water drain 5 is arranged on the top of the bridge body 1 in a rectangular array.

Specifically, first standpipe 6 and third violently pipe 14 all imbed in the inside of pontic 1, and third violently pipe 14 passes through the tee junction and connects the intermediate position at two first standpipes 6 that are close to crossbeam 3.

Specifically, the water seepage layer 9 is a conical structure with a rectangular top end, and the water seepage layer 9 is made of water seepage asphalt.

Specifically, the water collection layer 10 is a rectangular wide-mouth funnel structure, and the outer wall of the water collection layer 10 is arranged in the middle of the bridge body 1 in an embedded manner.

Specifically, the middle position of the first horizontal pipe 12 is connected with the first vertical pipe 6 through a tee joint, and the two ends of the first horizontal pipe 12 are connected with the middle position of the second horizontal pipe 13 through a tee joint.

Specifically, the second vertical pipe 8 is only arranged at the bottom ends of the first inclined pipes 7 on the two sides of the pier 4, and the upper portion of the second vertical pipe 8 is provided with a tee joint connected with the second horizontal pipe 13.

The method comprises the following specific implementation steps:

in rainy day, the rainwater falls to the top of bridge 1, the rainwater of both sides flows in during hourglass 5, in first standpipe 6 and first pipe chute 7, violently manage 13 through the second and flow to the second standpipe 8 of both sides, and the rainwater of the infiltration layer 9 top at top directly oozes in the water-collecting layer 10 of infiltration layer bottom, through the funnel structure of water-collecting layer 10 rectangle wide-mouthed form, the rainwater flows to the intermediate position of water-collecting layer 10, in flowing into middle standpipe 11, violently manage 13 through the second of 12 inflow both sides of first violently pipe, arrange rivers to suitable position through second standpipe 8, if need arrange rivers to the catch basin in, through tee junction drain pipe way below second standpipe 8, make rivers obtain good processing, if meet the pipeline jam problem, violently manage 13 and the third violently pipe 14 through near first violently pipe 12 and second and violently pipe 14 and discharge water.

In summary, the following steps: according to the municipal maintenance bridge drainage pipe network, water is quickly collected and treated through the water leakage and the water seepage layer above the bridge body and the water collection layer, and is discharged through the drainage pipe structure at the bottom, so that the structure is higher in drainage speed and more comprehensive in coverage area, and the problem of water accumulation on the bridge deck is reduced; the middle vertical pipe is connected to the second horizontal pipes on the two sides, the second horizontal pipes are connected to the second vertical pipes on the two sides, the third horizontal pipe is designed to be in the horizontal position of the top of the pier and connected with the first vertical pipes on the two sides, when one pipeline is blocked, other pipelines can be discharged by guiding water through the design of the horizontal pipes, the problem that accumulated water on the bridge floor cannot be discharged due to the fact that the pipeline at the bottom of the bridge floor is blocked is solved, and therefore the device cannot discharge water when a certain pipeline is blocked; the design of the second standpipe through the bottom can be with water discharge to suitable place, can purify the use to reasonable emission place through the tee bend in second standpipe bottom to make the device can not produce not good influence to surrounding environment and past crowd at the in-process of drainage, and prevented the waste of water resource effectively.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. A municipal maintenance bridge drainage network, comprising: the bridge comprises a bridge body (1), guardrails (2), cross beams (3), piers (4), water leakage (5), first vertical pipes (6), first inclined pipes (7), second vertical pipes (8), a water seepage layer (9), a water collection layer (10), middle vertical pipes (11), first transverse pipes (12), second transverse pipes (13) and third transverse pipes (14); the method is characterized in that: the guardrails (2) are arranged on the front side and the rear side of the top of the bridge body (1), and the guardrails (2) are connected with the bridge body (1) in a bolt fixing mode; the cross beam (3) is arranged at the bottom of the bridge body (1); the bridge piers (4) are arranged on two sides of the bottom of the cross beam; the water drain (5) is arranged at the top of the bridge body (1), and the water drain (5) is connected with the bridge body (1) in an embedding mode; the first vertical pipe (6) is arranged at the bottom of the water drain (5), and the first vertical pipe (6) is screwed with the water drain (5) through threads; the first inclined pipe (7) is arranged at the bottom of the first vertical pipe (6), and the first inclined pipe (7) is screwed with the first vertical pipe (6) through the screw thread of the obtuse-angle elbow; the second vertical pipe (8) is arranged at the bottom end of the first inclined pipe (7), and the second vertical pipe (8) is screwed with the first inclined pipe (7) through the screw thread of the obtuse-angle elbow; the water seepage layer (9) is arranged in the middle of the upper part of the bridge body (1); the water collecting layer (10) is arranged at the bottom of the water seepage layer (9); the middle vertical pipe (11) is arranged in the middle of the bottom of the water collecting layer (10), and the middle vertical pipe (11) is connected with the water collecting layer (10) in a sleeving manner; the first transverse pipe (12) is arranged at the bottom end of the middle vertical pipe (11), and the first transverse pipe (12) is screwed with the middle vertical pipe (11) through a tee thread; the second transverse pipe (13) is arranged at the bottom of the first vertical pipe (6), and the second transverse pipe (13) is screwed with the first vertical pipe (6) through a tee thread; the third horizontal pipe (14) is arranged in the middle of the first vertical pipe (6), and the third horizontal pipe (14) is screwed with the first vertical pipe (6) through threads of a tee joint.

2. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the cross beams (3) are of isosceles trapezoid block structures, and the cross beams (3) are transversely arranged at the bottom of the bridge body (1).

3. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the top of the water drain (5) is a grid-shaped filtering port, and the water drain (5) is arranged on the top of the bridge body (1) in a rectangular array.

4. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the first vertical pipes (6) and the third transverse pipes (14) are embedded into the bridge body (1), and the third transverse pipes (14) are connected to the middle positions of the two first vertical pipes (6) close to the cross beam (3) through tee joints.

5. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the water seepage layer (9) is the toper structure that the top is the rectangle form, and water seepage layer (9) are the infiltration pitch material.

6. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the water collecting layer (10) is of a rectangular wide-mouth-shaped funnel structure, and the outer wall of the water collecting layer (10) is arranged in the middle of the bridge body (1) in an embedding mode.

7. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the middle position of the first transverse pipe (12) is connected with the first vertical pipe (6) through a tee joint, and the two ends of the first transverse pipe (12) are connected with the middle position of the second transverse pipe (13) through a tee joint.

8. The municipal maintenance bridge drainage pipe network of claim 1, wherein: the second vertical pipe (8) is only arranged at the bottom ends of the first inclined pipes (7) on the two sides of the pier (4), and a tee joint connected with the second transverse pipe (13) is arranged at the upper part of the second vertical pipe (8).