CN216552275U - Energy-conserving drainage system of district multi-storey building difference of height relief topography - Google Patents

Energy-conserving drainage system of district multi-storey building difference of height relief topography Download PDF

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Publication number
CN216552275U
CN216552275U CN202122691585.4U CN202122691585U CN216552275U CN 216552275 U CN216552275 U CN 216552275U CN 202122691585 U CN202122691585 U CN 202122691585U CN 216552275 U CN216552275 U CN 216552275U
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drainage
pipe gallery
inspection shaft
basement
energy
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CN202122691585.4U
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徐荣
周晓娟
陈芳
雷科
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Guangdong Huafang Architect & Engineering Co ltd
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Guangdong Huafang Architect & Engineering Co ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

The utility model discloses a residential multi-storey building elevation difference relief energy-saving drainage system which comprises a soil layer internally provided with an underground pipe gallery, wherein a basement is arranged on one side of the soil layer above the underground pipe gallery, a tower body is arranged at the top of the soil layer and positioned at the basement, a plurality of bearing columns fixed at the inner bottom of the basement are constructed at the bottom end of the tower body, a pipe gallery drainage main pipe is laid at the inner bottom of the underground pipe gallery, the tower body is communicated with a living drainage pipe fixedly connected with the pipe gallery drainage main pipe, a closed drainage inspection well is fixedly arranged at the inner bottom of the basement, and the bottom end of the closed drainage inspection well extends into the underground pipe gallery. This energy-conserving drainage system of district's multi-storey building difference in elevation relief adopts the mode drainage of difference in elevation relief, and is comparatively energy-conserving, and has reduced the civil engineering cost to the condition of the maintenance difficulty of having avoided causing because of drainage system is unstable appears, has reduced the maintenance cost by a wide margin, and the practicality is stronger.

Description

Energy-conserving drainage system of district multi-storey building difference of height relief topography
Technical Field
The utility model belongs to the technical field of community drainage, and particularly relates to a high-altitude relief energy-saving drainage system for a multi-storey building of a community.
Background
The multi-storey building refers to a building with the building height of more than 10 meters and less than 24 meters. But generally, buildings with more than 2 floors are generalized to multi-floor buildings. The civil buildings except the residential buildings are single-storey and multi-storey buildings when the height of the civil buildings is not more than 24m, and the civil buildings more than 24m are high-rise buildings; the civil buildings with the building height more than 100m are super high-rise buildings.
At present, multi-storey buildings in a residential area are drained of waste water of users in the buildings through drainage systems, so that the life of the users is facilitated.
The drainage system in the prior art is characterized in that the inspection wells for inspecting the running condition of the pipelines in the drainage system are mostly arranged in a community, and the drainage pipelines are laid underground, so that the inspection wells are mostly provided with higher depths due to the fact that the ground is thick in a soil layer, and the civil engineering cost of the inspection wells in the drainage system is overhigh, and the inspection wells are buried underground, so that the maintenance difficulty caused by the instability of the drainage system is easy to happen.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an energy-saving drainage system for a multi-storey building elevation difference terrain of a residential area, so as to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme:
a residential multi-storey building elevation difference relief energy-saving drainage system comprises a soil layer with an underground pipe gallery inside;
a basement is arranged on one side of the soil layer above the underground pipe gallery, a tower main body is arranged at the top of the soil layer at the basement, and a plurality of bearing columns fixed at the bottom in the basement are constructed at the bottom end of the tower main body;
piping lane drainage person in charge has been laid to the bottom in the underground piping lane, and tower main part switch-on has the life drain pipe of fixed connection in the piping lane drainage person in charge, the bottom is fixed in the basement and is provided with airtight drainage inspection shaft, and airtight drainage inspection shaft is provided with a plurality ofly altogether, and is a plurality of the bottom of airtight drainage inspection shaft all extends to in the underground piping lane, and the bottom switch-on of airtight drainage inspection shaft has the extension pipe of fixed connection in the piping lane drainage person in charge.
Further, the top lock of airtight drainage inspection shaft is provided with well lid one, and one side switch-on of airtight drainage inspection shaft has the ponding delivery pipe that extends to in the basement.
Furthermore, the end, far away from airtight drainage inspection shaft, of the accumulated water discharge pipe is buckled and provided with a floor drain, and the top end of the floor drain is provided with a plurality of circular holes for water drainage in an annular array mode.
Furtherly, the soil layer internal fixation is provided with the municipal inspection shaft, and the bottom of municipal inspection shaft extends to in the underground pipe gallery.
Further, the bottom fixedly connected with discharge pipe of municipal administration inspection shaft, and the one end switch-on that the municipal administration inspection shaft was kept away from to the discharge pipe is responsible for in piping lane drainage, the top lock of municipal administration inspection shaft is provided with well lid two.
Compared with the prior art, the utility model has the following beneficial effects:
the underground pipe gallery and the main pipe for draining the pipe gallery in the soil layer are benefited, domestic wastewater, basement accumulated water and surface rainwater are guided into the main pipe for draining the pipe gallery through the domestic drain pipe, the two closed drainage inspection wells and the municipal inspection well and are discharged into the drainage system through the main pipe for draining the pipe gallery, the drainage of the wastewater can be completed through the altitude difference, and the two closed drainage inspection wells are arranged in the basement, so that the distance between the closed drainage inspection wells and the main pipe for draining the pipe gallery arranged in the underground pipe gallery is short, the depth of the closed drainage inspection wells is shortened, the civil engineering cost of the drainage system is greatly reduced, and the practicability is high;
benefit from the setting of underground pipe gallery, maintain through being responsible for the pipe gallery drainage that is used for discharging waste water in the underground pipe gallery, so avoided the circumstances of the maintenance difficulty that causes because of drainage system is unstable to appear, reduced the maintenance cost by a wide margin.
Drawings
FIG. 1 is a schematic view of the piping distribution of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
fig. 3 is an enlarged schematic view of the structure at B in fig. 1 according to the present invention.
In the figure: 1. a soil layer; 2. an underground pipe gallery; 3. a basement; 4. a tower main body; 5. a load-bearing column; 6. a main drainage pipe of the pipe gallery; 7. a living drain pipe; 8. sealing the drainage inspection well; 9. a first well cover; 10. a ponding discharge pipe; 11. a floor drain; 12. a municipal inspection well; 13. and a second well cover.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.
As shown in fig. 1-3, an energy-saving drainage system for a residential multi-storey building elevation difference terrain comprises a soil layer 1 with an underground pipe gallery 2 inside, wherein a basement 3 is arranged on one side of the soil layer 1 above the underground pipe gallery 2, a tower main body 4 is arranged at the position, located at the basement 3, of the top of the soil layer 1, a plurality of bearing columns 5 fixed at the bottom of the basement 3 are constructed at the bottom end of the tower main body 4, a pipe gallery drainage main pipe 6 is laid at the bottom of the underground pipe gallery 2, the tower main body 4 is communicated with a living drainage pipe 7 fixedly connected to the pipe gallery drainage main pipe 6, and waste water generated by residents in the tower main body 4 can be discharged into the pipe gallery drainage main pipe 6 through the living drainage pipe 7;
the fixed airtight drainage inspection shaft 8 that is provided with of bottom in basement 3, and airtight drainage inspection shaft 8 is provided with a plurality ofly, and is a plurality of totally airtight drainage inspection shaft 8's bottom all extends to in the underground pipe gallery 2, and airtight drainage inspection shaft 8's bottom switch-on has fixed connection in the extension pipe of the pipe gallery drainage person in charge 6, discharges the ponding in basement 3 to the pipe gallery drainage person in charge 6 through airtight drainage inspection shaft 8 to airtight drainage inspection shaft 8.
Wherein, the top lock of airtight drainage inspection shaft 8 is provided with well lid 9, and one side switch-on of airtight drainage inspection shaft 8 has the ponding delivery pipe 10 that extends to in the basement 3, the one end lock that airtight drainage inspection shaft 8 was kept away from to ponding delivery pipe 10 is provided with floor drain 11, and floor drain 11's top is the annular array and sets up a plurality of round holes that are used for the drainage, and floor drain 11 through possessing a plurality of round holes can effectually prevent in the waste water debris flow in the piping lane drainage person in charge 6, avoids the condition of jam to appear.
Wherein, 1 internal fixation in soil horizon is provided with municipal inspection shaft 12, and in the bottom of municipal inspection shaft 12 extended to underground pipe gallery 2, the bottom fixedly connected with discharge pipe of municipal inspection shaft 12, and the one end switch-on that the municipal inspection shaft 12 was kept away from to the discharge pipe is responsible for 6 in the pipe gallery drainage, the top lock of municipal inspection shaft 12 is provided with well lid two 13, discharges the earth's surface rainwater to the pipe gallery drainage through municipal inspection shaft 12 in being responsible for 6, can avoid the production of earth's surface ponding, and the quantity visual aspect of municipal inspection shaft 12 adds.
The working principle is as follows: this energy-conserving drainage system of district multistoried building discrepancy in elevation relief, discharge to the piping lane drainage in the person in charge 6 through the produced potential energy of height drop by living drain pipe 7 resident's produced domestic waste water in tower main part 4, accumulated water and earth's surface rainwater discharge to the piping lane drainage in charge 6 in basement 3 through two airtight drainage inspection shaft 8 and municipal administration inspection shaft 12, the mode of adopting the discrepancy in elevation relief makes the drainage of the interior waste water discharge of piping lane drainage person in charge 6 to the urban drainage system, during the maintenance, the accessible is walked through and is patrolled and examined and maintain in the piping lane drainage person in charge 6 in underground piping lane 2, the condition of having avoided the maintenance difficulty because of drainage system is unstable appears, the maintenance cost has been reduced by a wide margin.
The foregoing shows and describes the general principles and features of the present invention, together with the advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims (5)

1. A residential multi-storey building elevation difference terrain energy-saving drainage system comprises a soil layer (1) with an underground pipe gallery (2) inside;
the method is characterized in that: a basement (3) is arranged on one side, located above the underground pipe gallery (2), in the soil layer (1), a tower main body (4) is arranged at the position, located at the basement (3), of the top of the soil layer (1), and a plurality of bearing columns (5) fixed to the bottom in the basement (3) are constructed at the bottom end of the tower main body (4);
underground pipe gallery drainage is responsible for (6) has been laid to bottom in underground pipe gallery (2), and tower main part (4) switch-on has fixed connection in life drain pipe (7) that the pipe gallery drainage was responsible for (6), the bottom is fixed in basement (3) and is provided with airtight drainage inspection shaft (8), and airtight drainage inspection shaft (8) are provided with a plurality ofly, and are a plurality of altogether the bottom of airtight drainage inspection shaft (8) all extends to underground pipe gallery (2) in, and the bottom switch-on of airtight drainage inspection shaft (8) has the extension pipe of fixed connection in the pipe gallery drainage is responsible for (6).
2. The energy-saving drainage system for the elevation difference terrain of the residential multi-storey building according to claim 1, wherein: the top lock of airtight drainage inspection shaft (8) is provided with well lid (9), and one side switch-on of airtight drainage inspection shaft (8) has ponding delivery pipe (10) that extends to in basement (3).
3. The energy-saving drainage system for the elevation difference terrain of the residential multi-storey building according to claim 2, wherein: the end, far away from the airtight drainage inspection well (8), of the accumulated water discharge pipe (10) is buckled with a floor drain (11), and the top end of the floor drain (11) is provided with a plurality of circular holes for drainage in an annular array mode.
4. The energy-saving drainage system for the elevation difference terrain of the residential multi-storey building according to claim 1, wherein: soil horizon (1) internal fixation is provided with municipal inspection shaft (12), and the bottom of municipal inspection shaft (12) extends to in underground pipe gallery (2).
5. The energy-saving drainage system for the elevation difference terrain of the residential multi-storey building according to claim 4, wherein: the bottom fixedly connected with discharge pipe of municipal administration inspection shaft (12), and the one end switch-on that the municipal administration inspection shaft (12) was kept away from to the discharge pipe is in piping lane drainage person in charge (6), the top lock of municipal administration inspection shaft (12) is provided with well lid two (13).
CN202122691585.4U 2021-11-05 2021-11-05 Energy-conserving drainage system of district multi-storey building difference of height relief topography Active CN216552275U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122691585.4U CN216552275U (en) 2021-11-05 2021-11-05 Energy-conserving drainage system of district multi-storey building difference of height relief topography

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122691585.4U CN216552275U (en) 2021-11-05 2021-11-05 Energy-conserving drainage system of district multi-storey building difference of height relief topography

Publications (1)

Publication Number Publication Date
CN216552275U true CN216552275U (en) 2022-05-17

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ID=81570860

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122691585.4U Active CN216552275U (en) 2021-11-05 2021-11-05 Energy-conserving drainage system of district multi-storey building difference of height relief topography

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CN (1) CN216552275U (en)

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