CN218492655U - Cross treatment structure for drain pipes - Google Patents

Cross treatment structure for drain pipes Download PDF

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Publication number
CN218492655U
CN218492655U CN202222915294.3U CN202222915294U CN218492655U CN 218492655 U CN218492655 U CN 218492655U CN 202222915294 U CN202222915294 U CN 202222915294U CN 218492655 U CN218492655 U CN 218492655U
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China
Prior art keywords
pipe
shaped shell
sand sediment
sediment trap
pipe body
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CN202222915294.3U
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Chinese (zh)
Inventor
王立国
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Zhongda Architectural Design Co ltd
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Zhongda Architectural Design Co ltd
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Priority to CN202222915294.3U priority Critical patent/CN218492655U/en
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Abstract

The utility model relates to a pipeline drainage technical field, concretely relates to drain pipe cross treatment structure, include: the sewage pipe also comprises a sand sediment trap, and the sewage pipe penetrates through the inner cavity of the sand sediment trap along the front-back direction; the sand sediment trap comprises a circular pipe body, a conical pipe body and a U-shaped shell with an opening at the bottom, wherein the circular pipe body is connected with the U-shaped shell through the conical pipe body, an opening at the upper end of the circular pipe body is provided with a Regulada cap, a water permeable layer is clamped in the opening at the bottom of the U-shaped shell, one end of the U-shaped shell is provided with a water inlet pipe in a penetrating way, and the other end of the U-shaped shell is provided with a water outlet pipe in a penetrating way. In this way, drain pipe cross treatment structure, reduced the quantity that the sand sediment trap set up, reduced construction cost, solved because of more sand sediment trap well lid exposes externally and to the pleasing to the eye influence of environment.

Description

Cross treatment structure for drain pipes
Technical Field
The utility model relates to a pipeline drainage technical field especially relates to a drain pipe cross treatment structure.
Background
In the construction of modern cities, the construction and normal operation of drainage pipe networks are of great importance, municipal rainwater and sewage drainage access wells near engineering projects are already built, and the depth of the drainage access wells is determined. When the elevation of the construction site of the construction project is limited and the gravity flow elevation of the drainage pipe network is insufficient, the elevation of the site is increased, so that the construction cost is increased. Therefore, a drain pipe cross treatment structure is required to realize the crossing arrangement of the drain pipe and the sewage pipe at the same level.
Grant notice No. CN 207160183U, disclose a drain pipe cross treatment structure, including a horizontal sewage pipe, both sides are equipped with two sand sediment traps around the sewage pipe, the overlook projection of two sand sediment trap central connection with the overlook projection of sewage pipe flow direction line is mutually perpendicular, be equipped with communicating pipe between two sand sediment traps, the sewage pipe is located communicating pipe top.
The above prior art solutions have the following drawbacks: adopt two sand sediment traps and connect the communicating pipe between the sand sediment trap to avoid horizontal sewage pipe in less region, increased construction cost, more sand sediment trap well lid exposes externally, has influenced the pleasing to the eye of environment.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves provides a drain pipe cross treatment structure, has reduced the quantity that the sand sediment trap set up, has reduced construction cost, has solved because of more sand sediment trap well lid exposes externally and to the pleasing to the eye influence of environment.
In order to solve the technical problem, the utility model discloses a technical scheme be: provided is a drain pipe cross treatment structure, including: the sewage pipe also comprises a sand sediment trap, and the sewage pipe penetrates through the inner cavity of the sand sediment trap along the front-back direction;
the sand sediment well comprises a circular pipe body, a conical pipe body and a U-shaped shell with an opening at the bottom, the circular pipe body is connected with the U-shaped shell through the conical pipe body, an opening at the upper end of the circular pipe body is provided with a Regula Regulada cover, a water permeable layer is clamped in the opening at the bottom of the U-shaped shell, one end of the U-shaped shell is provided with a water inlet pipe in a penetrating way, and the other end of the U-shaped shell is provided with a water outlet pipe in a penetrating way.
By adopting the technical scheme, as the sand sediment trap is arranged and the sewage pipe penetrates through the inner cavity of the sand sediment trap to be laid, the water flowing pipeline formed by the water inlet pipe and the water outlet pipe is mutually independent from the sewage pipe and has no interference phenomenon, the using amount of the sand sediment trap is reduced, the construction cost is reduced, and the influence on the environment attractiveness due to the fact that more sand sediment trap well covers are exposed outside is avoided.
The present invention may be further configured in a preferred embodiment as: the permeable layer comprises a supporting part and a limiting part connected to the supporting part, and the limiting part is matched with the bottom opening of the U-shaped shell.
Through adopting above-mentioned technical scheme, stretch into its inner chamber through the opening that stretches into the U-shaped casing through spacing portion for permeable bed and U-shaped casing have stronger linkage effect.
The present invention may be further configured in a preferred embodiment as: the lower surface of the supporting part is provided with a groove.
Through adopting above-mentioned technical scheme, because the setting of recess, reduced the regional thickness of permeating water of permeable bed, strengthened the effect of permeating water.
The present invention in a preferred embodiment can be further configured to: the axes of the water inlet pipe, the water outlet pipe and the sewage pipe are positioned on the same horizontal plane.
Through adopting above-mentioned technical scheme for the degree of depth that inlet tube, outlet pipe and sewage pipe set up equals, is convenient for be connected with outside drainage pipe network.
The present invention in a preferred embodiment can be further configured to: the minimum distance between the outer circular surface of the sewage pipe and the inner wall of the U-shaped shell is not less than 60cm.
By adopting the technical scheme, a gap between the sewage pipe and the inner wall of the U-shaped shell can be used for a human body to pass through, and a worker can conveniently maintain the sand sediment trap.
The present invention in a preferred embodiment can be further configured to: the supporting part and the limiting part are designed into an integrated structure.
By adopting the technical scheme, the processing is easy, and the structural strength is higher.
To sum up, the utility model discloses a following at least one kind of useful technological effect:
because the sand sediment trap is arranged and the sewage pipe penetrates through the inner cavity of the sand sediment trap to be laid, the water flowing pipeline formed by the water inlet pipe and the water outlet pipe is mutually independent from the sewage pipe and has no interference phenomenon, the using quantity of the sand sediment traps is reduced, the construction cost is reduced, and the influence on the environment attractiveness caused by the fact that more sand sediment trap well covers are exposed outside is solved.
Drawings
In order to more clearly illustrate the technical solution of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without inventive efforts, wherein:
fig. 1 is a schematic structural view of a preferred embodiment of the present invention of a drainage pipe intersection processing structure.
Fig. 2 is a schematic structural view of the connection between the circular tube, the conical tube and the U-shaped housing in fig. 1.
Fig. 3 is a schematic view showing the construction of the water permeable layer of fig. 1.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
It should be noted that these drawings are simplified schematic views, and the basic structure of the present invention is described only in a schematic manner, and therefore, only the configuration related to the present invention is shown.
Referring to fig. 1, for the utility model discloses a drain pipe cross treatment structure, include: the sewage pipe 1 further comprises a sand sediment trap 20, the sewage pipe 1 and the sand sediment trap 20 are arranged in soil below the ground, the sand sediment trap 20 is made of PE materials or reinforced concrete materials, and the sewage pipe 1 penetrates through an inner cavity of the sand sediment trap 20 in the front-back direction.
Referring to fig. 1, 2 and 3, the sand sediment trap 20 comprises a circular pipe body 21, a conical pipe body 22 and a U-shaped shell 23 with an opening at the bottom, the circular pipe body 21 is connected with the U-shaped shell 23 through the conical pipe body 22, a Regula Regulara Hanna 24 is arranged at the opening at the upper end of the circular pipe body 21, a water permeable layer 30 is clamped in the opening at the bottom of the U-shaped shell 23, a water inlet pipe 25 is arranged at one end of the U-shaped shell 23 in a penetrating mode, a water outlet pipe 26 is arranged at the other end of the U-shaped shell 23 in a penetrating mode, and the axes of the water inlet pipe 25, the water outlet pipe 26 and the sewage pipe 1 are located on the same horizontal plane.
Referring to fig. 3, the permeable layer 30 includes a support portion 31 and a limiting portion 32 connected to the support portion 31, the limiting portion 32 is adapted to the bottom opening of the U-shaped shell 23, so that the permeable layer 30 and the U-shaped shell 23 have a high connection effect, a groove 33 is formed in the lower surface of the support portion 31, the thickness of the permeable area is reduced, the permeable effect is enhanced, the support portion 31 and the limiting portion 32 are integrally designed, and the permeable water-containing soil is manufactured, so that the support portion has high support strength and good water permeability.
Referring to fig. 1, the minimum distance between the outer circumferential surface of the sewage pipe 1 and the inner wall of the U-shaped housing 23 is not less than 60cm, which is convenient for maintenance personnel to enter the U-shaped housing 23 for maintenance.
The implementation principle of the embodiment is as follows: because a sand sediment trap 20 is adopted, and the sewage pipe 1 penetrates through the inner cavity of the sand sediment trap 20 to be laid, rainwater in the water inlet pipe 21 flows into the sand sediment trap 20, and after the surface of the rainwater in the sand sediment trap 20 rises to a certain height, the rainwater flows out through the water outlet pipe 26, so that the rainwater and the sewage in the sewage pipe 1 flow separately, namely, a water flowing pipeline formed by the water inlet pipe 25 and the water outlet pipe 26 is mutually independent from the sewage pipe 1 and has no interference phenomenon, the using amount of the sand sediment trap 20 is reduced, the construction cost is reduced, the influence on the environment attractiveness caused by the fact that more sand sediment trap well covers are exposed outside is solved, and a small amount of rainwater in the sand sediment trap 20 permeates through the soil below the permeable layer 30.
The above-mentioned only be the embodiment of the utility model, not consequently the restriction the patent scope of the utility model, all utilize the equivalent structure or equivalent flow transform that the content of the specification was done, or directly or indirectly use in other relevant technical field, all the same reason is included in the patent protection scope of the utility model.

Claims (6)

1. A drain pipe intersection treatment structure comprising: the sewage pipe is characterized by also comprising a sand sediment trap, wherein the sewage pipe penetrates through an inner cavity of the sand sediment trap along the front-back direction;
the sand sediment well comprises a circular pipe body, a conical pipe body and a U-shaped shell with an opening at the bottom, the circular pipe body is connected with the U-shaped shell through the conical pipe body, an opening at the upper end of the circular pipe body is provided with a Regula Regulada cover, a water permeable layer is clamped in the opening at the bottom of the U-shaped shell, one end of the U-shaped shell is provided with a water inlet pipe in a penetrating way, and the other end of the U-shaped shell is provided with a water outlet pipe in a penetrating way.
2. The drain pipe intersection processing structure of claim 1, wherein the permeable layer comprises a support portion and a limiting portion connected to the support portion, the limiting portion fitting with the bottom opening of the U-shaped housing.
3. Drain pipe intersection processing arrangement according to claim 2, wherein the lower surface of the support part is provided with a groove.
4. The cross-drain treatment structure of claim 1, wherein the axes of the inlet pipe, the outlet pipe and the sewer pipe are in the same horizontal plane.
5. The drain pipe intersection treatment structure according to claim 1, wherein a minimum distance between an outer circumferential surface of the sewage pipe and an inner wall of the U-shaped housing is not less than 60cm.
6. The drain pipe intersection processing arrangement of claim 2, wherein the support portion and the stop portion are of a unitary structural design.
CN202222915294.3U 2022-11-03 2022-11-03 Cross treatment structure for drain pipes Active CN218492655U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222915294.3U CN218492655U (en) 2022-11-03 2022-11-03 Cross treatment structure for drain pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222915294.3U CN218492655U (en) 2022-11-03 2022-11-03 Cross treatment structure for drain pipes

Publications (1)

Publication Number Publication Date
CN218492655U true CN218492655U (en) 2023-02-17

Family

ID=85196503

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222915294.3U Active CN218492655U (en) 2022-11-03 2022-11-03 Cross treatment structure for drain pipes

Country Status (1)

Country Link
CN (1) CN218492655U (en)

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