CN217734284U - Rainwater overflow device - Google Patents

Rainwater overflow device Download PDF

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Publication number
CN217734284U
CN217734284U CN202220976674.5U CN202220976674U CN217734284U CN 217734284 U CN217734284 U CN 217734284U CN 202220976674 U CN202220976674 U CN 202220976674U CN 217734284 U CN217734284 U CN 217734284U
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rainwater
well
overflow
water inlet
water outlet
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CN202220976674.5U
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Chinese (zh)
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武斌
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MCC Tiangong Group Corp Ltd
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MCC Tiangong Group Corp 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Abstract

The utility model provides a rainwater overflow arrangement, including rainwater well, inlet tube, outlet pipe, inlet tube one end with rainwater well one side links to each other, and one end links to each other with rainwater regulation pond in addition, outlet pipe one end with rainwater well keeps away from one side of inlet tube is connected, one end and municipal rainwater pipe network headtotail in addition, rainwater well inside sets up the overflow weir. The beneficial effects of the utility model are that the effectual requirement that highly satisfies the water view of having guaranteed the rainwater regulation pond water level has satisfied the earthing buried depth requirement of overflow pipeline simultaneously.

Description

Rainwater overflow device
Technical Field
The utility model belongs to municipal rainwater drainage field especially relates to a rainwater overflow arrangement.
Background
With the rapid advance of the new socialist rural construction, the technology for recycling and removing the rural rainwater is rapidly innovated and developed. A large number of natural pits exist in rural areas, and due to the facts that water flow is not smooth, environmental protection awareness of part of villagers is low, villages and towns are sparsely managed, domestic garbage is dumped in the pits, building garbage is frequently generated, and the like, mosquitoes and insects which overflow sewage in the pits grow, and local ecological environment and sanitary safety are seriously affected. However, the pure filling will cause huge waste in manpower and material resources. In order to fully utilize natural geographical conditions, natural pond dredging is often transformed into a waterscape and the waterscape plays a role in regulating and storing rainwater.
In the prior art, the rainwater regulation and storage tank transformed from a natural pond is often difficult to set a rainwater overflow pipeline due to reasons such as limited position, insufficient depth and the like. The rainwater overflow pipeline is buried too shallow, so that the earthing of the pipeline is insufficient, and the pipeline can be broken by an automobile or frozen and cracked; the rainwater overflow pipe is buried too deeply, which may result in the too low water level in the storage tank, thereby failing to play the role of water landscape. Therefore, the reasonable and effective arrangement of the rainwater overflow device becomes a difficult problem to be solved by the transformation of new rural pits and rainwater recycling systems.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a rainwater overflow device, the effectual rural pool of having solved reforms transform rainwater overflow pipe's the problem that sets up has overcome prior art's not enough.
The utility model adopts the technical proposal that: a stormwater overflow device comprising:
the rainwater well is buried under the ground, a water inlet is formed in one side of the rainwater well, a water outlet is formed in the side, far away from the water inlet, of the rainwater well, and a cover plate is arranged at the top of the rainwater well;
the water inlet pipe is arranged on one side of the rainwater well, which is provided with a water inlet, one end of the water inlet pipe is connected with the water inlet of the rainwater well, and the other end of the water inlet pipe is connected with the rainwater storage tank;
and the water outlet pipe is arranged on one side of the rainwater well, which is provided with a water outlet, one end of the water outlet pipe is connected with the water outlet of the rainwater well, and the other end of the water outlet pipe is connected with a municipal rainwater pipe network system.
Further, the rainwater well bottom sets up the overflow weir, the overflow weir with the rainwater well is not equipped with the both sides wall of inlet tube and outlet pipe is connected, the overflow weir top with be equipped with the clearance between the rainwater well apron, the height of overflow weir does the design liquid level in rainwater regulation pond.
Furthermore, the inlet tube with the link of rainwater regulation pond is equipped with downwards and bends for get rid of the bold suspended solid in aquatic.
Further, the bending angle is 90 °.
Further, rainwater well apron is equipped with two well heads, two well heads are located respectively overflow weir both sides, two well head tops are equipped with the pit shaft respectively, the pit shaft top is equipped with the well lid, the well lid with the terrace parallel and level on rainwater regulation pond bank side.
Furthermore, a crawling ladder is arranged on the side wall inside the rainwater well and arranged on one side, close to the shaft, of the rainwater well.
The utility model has the advantages and positive effects that: by adopting the technical scheme, the water level in the storage tank is effectively guaranteed to meet the requirement of water landscape, and meanwhile, the requirement of the covering soil and the burial depth of the overflow pipeline is met.
Drawings
Fig. 1 is a schematic view of the whole structure of a rainwater overflow device according to an embodiment of the present invention.
Fig. 2 is a top view of a rain water overflow device according to an embodiment of the present invention.
Fig. 3 is a sectional view of a rainwater overflow device 1-1 according to an embodiment of the present invention.
In the figure:
1. rainwater well 2, inlet pipe 3, 90 degree elbow
4. Water outlet pipe 5, overflow weir 6 and ladder stand
7. Cover plate 8, well shaft 9 and well cover
10. Support 11, large suspended substance 12 and bank edge of storage tank
13. Terrace 14, well front room 15, well rear room
Detailed Description
The embodiment of the utility model provides a rainwater overflow arrangement is right below combining the figure the embodiment of the utility model provides an explanation.
As shown in fig. 1, the rainwater overflow device of the embodiment of the invention comprises a rainwater well 1, a water inlet pipe 2 and a water outlet pipe 4, wherein the rainwater well 1 is buried under the ground, one side of the rainwater well 1 is provided with a water inlet, one side far away from the water inlet is provided with a water outlet, the top of the rainwater well 1 is provided with a cover plate 7, the water inlet pipe 2 is arranged at one side of the rainwater well 1 provided with the water inlet, one end of the water inlet pipe is connected with the water inlet of the rainwater well 1, the other end of the water inlet pipe is connected with a rainwater storage pool, the water outlet pipe 4 is arranged at one side of the rainwater well 1 provided with the water outlet, one end of the water outlet pipe is connected with the water outlet of the rainwater well 1, and the other end of the water outlet pipe is connected with a municipal rainwater pipe network system. The catch basin 1 may be square, circular or rectangular in shape, and may be constructed using bricks or concrete. In the present embodiment, the catch basin 1 has a rectangular shape. The cover plate 7 and the side wall of the catch basin 1 are both constructed by reinforced concrete.
Preferably, the bottom of the rainwater well 1 is provided with an overflow weir 5, the overflow weir 5 is connected with two side walls of the rainwater well 1 which are not provided with a water inlet and a water outlet, a gap is arranged between the top of the overflow weir 5 and the rainwater well cover plate 7, and the height of the overflow weir 5 is the designed liquid level of the storage tank. The rainwater regulation pond that comes is reformed transform by natural pool, when outlet pipe 4 buries deeply, rainwater among the rainwater regulation pond gets into inlet tube 2 and reachs rainwater well 1, because the position of outlet pipe 4 is nearer apart from rainwater well 1 bottom, the rainwater flows away through outlet pipe 4 very easily to lead to the rainwater regulation pond water level to hang down excessively, can't play the effect of water landscape. When the water outlet pipe 4 is buried too shallow, the soil covering of the pipeline is insufficient, so that the pipeline is easy to break by rolling of an automobile, and the conditions of freezing, swelling, cracking and the like can occur when extreme weather is met. In this embodiment, in order to avoid hidden troubles caused by too deep or too shallow burying of the water outlet pipe 4, the overflow weir 5 is arranged at the bottom of the rainwater well 1, and the overflow weir 5 is arranged between two side walls of the rainwater well 1 without a water inlet and a water outlet. The overflow weir 5 can prevent rainwater from flowing into the water outlet pipe 4, and the water level of the water landscape is ensured. Meanwhile, a gap is arranged between the top of the overflow weir 5 and the rainwater well cover plate 7, and the water passing capacity is ensured by the gap. When the water level reaches the design liquid level, namely when the water level exceeds the height of the overflow weir 5, rainwater flows over the overflow weir 5, flows into the water outlet pipe 4 and is discharged to the municipal rainwater pipe network system. The overflow weir 5 has two shapes of a straight shape and a tooth shape. In the present embodiment, the overflow weir 5 is a reinforced concrete straight weir. As shown in fig. 2, the straight weir divides the rectangular rainwater well 1 into a front well chamber 14 and a rear well chamber 15, the front well chamber 14 is connected with the water inlet pipe 2, and the rear well chamber 15 is connected with the water outlet pipe 4. When the water level in the rainwater storage tank is lower than the designed liquid level, namely the water level is lower than the height of the overflow weir 5, the overflow weir 5 blocks rainwater, the water does not enter the rear well chamber 15, and the water level of the front well chamber 14 is flush with the water level of the rainwater storage tank; when the water level in the rainwater storage tank is higher than the designed liquid level, namely the water level is higher than the height of the overflow weir 5, rainwater overflows from the upper part of the overflow weir 5, flows into the back well chamber 15 and then enters the municipal rainwater pipe network system.
Preferably, the connecting end of the water inlet pipe 2 and the rainwater storage tank is bent downwards to remove large suspended matters in water. Due to natural reasons or artificial reasons, large suspended matters 11 can float in the waterscape at times, and the large suspended matters 11 can easily enter the water inlet pipe 2 along with the flowing of rainwater to block an overflow pipeline. Bend is downwards arranged at the connecting end of the water inlet pipe 2 and the rainwater storage tank, so that the large suspended matters 11 can be prevented from entering the pipeline. The bending angle is not limited, and the direction is downward. In this embodiment, inlet tube 2 sets up a perpendicular decurrent 90 elbow 3 with the link of rainwater regulation pond, and the material and the nominal diameter of elbow are the same with inlet tube 2 for avoid bold suspended solid 11 to get into the pipeline and block up the pipeline.
Preferably, rainwater well apron 7 is equipped with two well heads, and two well heads are located the overflow weir both sides respectively, and two well head tops are equipped with pit shaft 8 respectively, and the pit shaft top is equipped with well lid 9, 13 parallel and level of terrace on well lid 9 and rainwater regulation pond bank. Because there is silt to pile up usually in catch basin 1, influence overflow effect for avoiding the pipeline to block up, need regularly clear to catch up maintenance to catch basin 1 and pipeline usually. In this embodiment, overflow weir 5 has divided into 15 two parts in preceding room 14 of well and the well rear room with rainwater well 1, for the convenience of the personnel clearly draw the maintenance, corresponds respectively in the preceding room 14 of well of rainwater well 1 and well rear room 15 top and is equipped with the well head, and the well head top sets up concrete shaft 8, and 8 tops of pit shaft set up well lid support 10, and well lid support 10 top sets up well lid 9, well lid 9 and 13 parallel and level of terrace. When the manhole cover 9 is opened for regular cleaning, the rainwater well 1 can be accessed for operation. Because the well heads are respectively arranged in the front well chamber 14 and the rear well chamber 15, the front well chamber 14 and the rear well chamber 15 can be respectively cleaned and overhauled according to conditions.
Preferably, as shown in fig. 3, a ladder stand 6 is provided on an inner sidewall of the rainwater well 1. In order to facilitate the cleaning and maintenance of personnel, a ladder stand 6 can be arranged on the side wall inside the rainwater well 1. In this embodiment, since the overflow weir 5 divides the rainwater well 1 into the front well chamber 14 and the rear well chamber 15, the climbing ladder 6 is respectively disposed on the side walls of the front well chamber 14 and the rear well chamber 15, the climbing ladder 6 is disposed on the side wall of the rainwater well 1 near the shaft 8, and the climbing ladder 6 needs to be firmly connected with the side wall of the rainwater well 1. The material and the concrete specification of cat ladder 6 do not do the restriction, as long as satisfy the climbing demand can. In this embodiment, a metal ladder is used.
In this embodiment, the connection end of inlet tube 2 and rainwater regulation pond can get rid of the bold suspended solid 11 in aquatic through setting up perpendicular decurrent 90 elbow 3 to prevent causing pipe blockage. The overflow weir 5 is arranged at the bottom of the catch basin 1, so that the water level height of a waterscape can be ensured, meanwhile, the water outlet pipe 4 can be deeply buried, the potential safety hazard caused by too shallow buried depth is avoided, and the defects of the prior art are overcome. Since the sludge in the rainwater well 1 needs to be cleaned manually, the cleaning and maintenance by the personnel can be facilitated by arranging the well shaft 8 corresponding to the front well chamber 14 and the rear well chamber 15 respectively.
The embodiments of the present invention have been described in detail, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.

Claims (6)

1. A stormwater overflow device comprising:
the rainwater well is buried under the ground, a water inlet is formed in one side of the rainwater well, a water outlet is formed in the side, far away from the water inlet, of the rainwater well, and a cover plate is arranged at the top of the rainwater well;
the water inlet pipe is arranged on one side of the rainwater well, which is provided with a water inlet, one end of the water inlet pipe is connected with the water inlet of the rainwater well, and the other end of the water inlet pipe is connected with the rainwater storage tank;
and the water outlet pipe is arranged on one side of the rainwater well, which is provided with a water outlet, one end of the water outlet pipe is connected with the water outlet of the rainwater well, and the other end of the water outlet pipe is connected with a municipal rainwater pipe network system.
2. A stormwater overflow as claimed in claim 1, characterised in that: the rainwater storage tank is characterized in that an overflow weir is arranged at the bottom of the rainwater well, the overflow weir is not arranged on the two side walls of the water inlet pipe and the water outlet pipe, a gap is formed between the top of the overflow weir and the cover plate of the rainwater well, and the height of the overflow weir is the design liquid level of the rainwater storage tank.
3. A stormwater overflow device as claimed in claim 1, characterised in that: the inlet tube with the link in rainwater regulation pond is equipped with downwards and bends for get rid of the bold suspended solid in aquatic.
4. A stormwater overflow as claimed in claim 3, characterised in that: the bending angle is 90 degrees.
5. A stormwater overflow as claimed in claim 2, characterised in that: rainwater well apron is equipped with two well heads, two well heads are located respectively the overflow weir both sides, two well head tops are equipped with the pit shaft respectively, the pit shaft top is equipped with the well lid, the well lid with the terrace parallel and level of rainwater regulation pond bank limit.
6. A stormwater overflow device as claimed in claim 5, characterised in that: be equipped with the cat ladder on the inside lateral wall of rainwater well, the cat ladder sets up the rainwater well is close to one side of pit shaft.
CN202220976674.5U 2022-04-26 2022-04-26 Rainwater overflow device Active CN217734284U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220976674.5U CN217734284U (en) 2022-04-26 2022-04-26 Rainwater overflow device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220976674.5U CN217734284U (en) 2022-04-26 2022-04-26 Rainwater overflow device

Publications (1)

Publication Number Publication Date
CN217734284U true CN217734284U (en) 2022-11-04

Family

ID=83817474

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220976674.5U Active CN217734284U (en) 2022-04-26 2022-04-26 Rainwater overflow device

Country Status (1)

Country Link
CN (1) CN217734284U (en)

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