CN210238709U - Reduce drainage structure of utility tunnel sump pit quantity - Google Patents
Reduce drainage structure of utility tunnel sump pit quantity Download PDFInfo
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- CN210238709U CN210238709U CN201921000034.5U CN201921000034U CN210238709U CN 210238709 U CN210238709 U CN 210238709U CN 201921000034 U CN201921000034 U CN 201921000034U CN 210238709 U CN210238709 U CN 210238709U
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Abstract
The utility model discloses a drainage structure for reducing the number of water collecting pits of a comprehensive pipe gallery, which comprises a drainage pipe, wherein the drainage pipe is in a U-shaped structure, and the top surfaces of two convex parts of the U-shaped structure are provided with a drainage port along the pipeline direction; the bottom of the U-shaped structure of the drain pipe is provided with a longitudinal slope. This drainage structure sets up in preventing hot wall below, and the sloping section of preventing hot wall is if there is ponding accessible drain pipe and orificial flood peak difference to flow smoothly to downhill path section drainage side ditch to can take the arrangement of near fire control hot wall sump, and then avoided closely interior duplicate arrangement sump.
Description
Technical Field
The utility model relates to a utility tunnel drainage field specifically relates to a reduce drainage structure of utility tunnel sump pit quantity.
Background
The utility model discloses a pipe gallery, including the utility tunnel, the utility tunnel is connected with the pipeline, need arrange the node that satisfies pipe gallery self function and pipeline laying in every fire prevention subregion of utility tunnel, and the node position also is the construction difficult point usually, and wherein the sump pit is because of setting up in pipe gallery bottom plate below, all comparatively complicated in aspects such as foundation ditch excavation, template installation and reinforcement. But because of the vent with flee for one's life the equal node of mouth and combine usually to prevent the hot wall setting, in order to avoid vertical breakpoint to appear in piping lane upper portion node scope, prevent that hot wall is difficult to lean on vertical breakpoint, this just leads to setting up two sump pits simultaneously in vertical low point and be close to hot wall department. Although this arrangement can satisfy the drainage requirement, nevertheless increase the construction degree of difficulty and civil engineering and equipment investment, price/performance ratio and practicality are all lower.
SUMMERY OF THE UTILITY MODEL
The purpose of the present disclosure is to overcome the above-mentioned deficiencies of the prior art by providing a drainage structure that reduces the number of utility tunnel sumps; the drainage structure can cross fire-proof subareas, drain accumulated water near the fire-proof wall, and further reduce the close-distance repeated arrangement of the water collecting pits.
The utility model aims at providing a reduce drainage structure of utility tunnel sump pit quantity, in order to realize above-mentioned purpose, this disclosure adopts following technical scheme:
a drainage structure for reducing the number of water collecting pits of a comprehensive pipe gallery comprises a drainage pipe, wherein the drainage pipe is of a U-shaped structure, and drainage ports are formed in the top surfaces of two protruding parts of the U-shaped structure along the direction of a pipeline; the bottom of the U-shaped structure of the drain pipe is provided with a longitudinal slope.
The working principle of the drainage structure of the present disclosure is:
the drainage structure is arranged below the fire wall, and if accumulated water on the sloping section of the fire wall can smoothly flow to the drainage side ditch of the downhill section through the drainage pipe and the water head difference of the pipe orifice, so that the arrangement of the water collection pit near the fire wall can be taken out, and the water collection pit can be prevented from being repeatedly arranged in a short distance.
As a further technical scheme, two protruding parts of the U-shaped structure of the drain pipe are arranged corresponding to two sides of the firewall respectively.
As a further technical scheme, a pipe orifice is formed in the end part of the drain pipe and communicated with the drain side ditch.
As a further technical scheme, the slope value of a longitudinal slope arranged on the water drainage pipe is 10%.
As a further technical scheme, wing rings are arranged on the outer sides of two convex parts of the U-shaped structure of the drain pipe.
As a further technical scheme, the drain pipe is made of glass fiber reinforced plastic.
The beneficial effect of this disclosure does:
the drainage structure is arranged below the fire wall, and if accumulated water on the sloping section of the fire wall can smoothly flow to the drainage side ditch of the downhill section through the drainage pipe and the water head difference of the pipe orifice, so that the arrangement of the water collection pit near the fire wall can be taken out, and the water collection pit can be prevented from being repeatedly arranged in a short distance.
According to the drainage structure, the drainage pipe drainage outlets are respectively positioned on two sides of the fire-proof wall, the fire-proof partition is spanned, and on the premise that the overall reasonable arrangement of the pipe gallery is ensured, one water collection pit can be eliminated and the problem of drainage of the reverse slope section is solved.
According to the drainage structure disclosed by the invention, water staying at the bottom of the drainage pipe can play a role in separating adjacent fire-proof subareas, and the independence of the fire-proof subareas is not influenced.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.
FIG. 1 is a schematic view of a drainage structure and its cooperation with a firewall;
FIG. 2 is a schematic view of the placement of the drainage configuration within the utility tunnel;
in the figure, 1 drain pipe, 2 firewall, 3 sump, 4 wing ring, 5 longitudinal slope, 6 drain outlet.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an", and/or "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof;
for convenience of description, the words "up", "down", "left" and "right" in this disclosure, if any, merely indicate correspondence with up, down, left and right directions of the drawings themselves, and do not limit the structure, but merely facilitate description of the disclosure and simplify description, rather than indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the disclosure.
As introduced in the background art, the utility tunnel needs to be provided with two water collecting pits for drainage at the vertical low point and the position close to the firewall, and although the drainage requirement can be met, the construction difficulty and the investment of civil engineering and equipment are increased, and the cost performance and the practicability are lower; in order to solve the technical problem, the application provides a drainage structure for reducing the number of water collecting pits of a comprehensive pipe gallery.
The application provides a drainage structure for reducing the number of water collecting pits of a comprehensive pipe gallery, which comprises a drainage pipe, wherein the drainage pipe is of a U-shaped structure, and drainage ports are formed in the top surfaces of two protruding parts of the U-shaped structure along the direction of a pipeline; two longitudinal slopes are symmetrically arranged at the bottom of the U-shaped drain pipe structure along the central line.
Example 1
The drainage structure disclosed in the present embodiment will be further described with reference to fig. 1 to 2;
referring to fig. 1, a reduce drainage structure of utility tunnel sump pit quantity, including drain pipe 1, drain pipe 1 is U type structure, outlet 6 is seted up along the pipeline direction to two convex parts's of U type structure top surface, drain pipe 1 sets up in preventing hot wall 2 below, two convex parts of drain pipe 1U type structure are corresponding to respectively preventing hot wall 2 both sides and set up, its two rows of mouths of a river are corresponding to respectively preventing hot wall both sides, this drain pipe can stride across the fire prevention subregion, and the water that is detained at the drain pipe bottom plays the effect of separating adjacent fire prevention subregion, do not influence the subregion's of preventing fires independence.
The end part of the drain pipe 1 is provided with a pipe orifice which is communicated with the drain side ditch, and the elevation of the pipe orifice of the drain pipe is consistent with that of the drain side ditch. If the upgoing section of the firewall 2 has accumulated water, the accumulated water can smoothly flow to the drainage side ditch of the downgrade section through the drainage pipe 1 and the water head difference of the pipe orifice, and the problem of drainage of the downgrade section is solved.
The bottom of the drain pipe 1U-shaped structure is provided with a longitudinal slope. The slope value of the longitudinal slope arranged on the drain pipe 1 is 10%, so that the accumulation of sediments is facilitated, and the daily maintenance is facilitated.
Two bulge outsides of drain pipe 1U type structure are equipped with and are equipped with wing ring 4, avoid ponding to permeate the piping lane bottom plate inside when the drainage. The wing ring 4 is of a plate structure and is arranged outside the two convex parts of the U-shaped structure in a clinging manner.
In this embodiment, the drain pipe 1 is made of glass fiber reinforced plastic, adopts the glass fiber reinforced plastic square pipe that can match any side ditch size and slope, and the on-the-spot processing of being convenient for.
The pipe orifice of the drainage pipe of the drainage structure can be arranged close to a firewall, and drainage blind spots are completely eliminated.
The use method of the drainage structure of the present disclosure is:
set up this drainage structure in preventing hot wall 2 below, drain pipe 1's outlet is located respectively prevents hot wall both sides, and mouth of pipe elevation is unanimous with the drainage side ditch, prevents that hot wall 2 upslope section flows to downhill path section drainage side ditch smoothly if there is ponding accessible drain pipe 1 and orificial flood peak difference to can be taken the arrangement of near fire control hot wall sump, only arrange a sump 3 in utility tunnel vertical low point position department can.
Although the present disclosure has been described with reference to specific embodiments, it should be understood that the scope of the present disclosure is not limited thereto, and those skilled in the art will appreciate that various modifications and changes can be made without departing from the spirit and scope of the present disclosure.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (6)
1. A drainage structure for reducing the number of water collecting pits of a comprehensive pipe gallery is characterized by comprising a drainage pipe, wherein the drainage pipe is of a U-shaped structure, and drainage ports are formed in the top surfaces of two protruding parts of the U-shaped structure along the direction of a pipeline; the bottom of the U-shaped structure of the drain pipe is provided with a longitudinal slope.
2. The drainage structure for reducing the number of the water collecting pits of the comprehensive pipe rack according to claim 1, wherein two raised parts of the U-shaped structure of the drainage pipe are respectively arranged corresponding to two sides of the fire wall.
3. The drain structure for reducing the number of sumps in a utility tunnel according to claim 1, wherein said drain pipe end is provided with a nozzle, said nozzle communicating with said gutter.
4. The drainage structure for reducing the number of the water collecting pits of the comprehensive pipe rack according to claim 1, wherein the slope value of the longitudinal slope of the drainage pipe is 10%.
5. The drain structure for reducing the number of the water collecting pits of the comprehensive pipe rack according to claim 1, wherein wing rings are arranged outside two convex parts of the U-shaped structure of the drain pipe.
6. The drain construction for reducing the number of utility tunnel sumps according to claim 1, wherein said drain pipe is made of glass fiber reinforced plastic.
Priority Applications (1)
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CN201921000034.5U CN210238709U (en) | 2019-06-27 | 2019-06-27 | Reduce drainage structure of utility tunnel sump pit quantity |
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CN201921000034.5U CN210238709U (en) | 2019-06-27 | 2019-06-27 | Reduce drainage structure of utility tunnel sump pit quantity |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113250244A (en) * | 2021-06-16 | 2021-08-13 | 中冶京诚工程技术有限公司 | Drainage structure and utility tunnel in utility tunnel natural gas cabin |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113250244A (en) * | 2021-06-16 | 2021-08-13 | 中冶京诚工程技术有限公司 | Drainage structure and utility tunnel in utility tunnel natural gas cabin |
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