CN113738031A - Drainage channel joint - Google Patents

Drainage channel joint Download PDF

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Publication number
CN113738031A
CN113738031A CN202111086150.5A CN202111086150A CN113738031A CN 113738031 A CN113738031 A CN 113738031A CN 202111086150 A CN202111086150 A CN 202111086150A CN 113738031 A CN113738031 A CN 113738031A
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CN
China
Prior art keywords
water
cavity
suction
joint
pipe
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Granted
Application number
CN202111086150.5A
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Chinese (zh)
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CN113738031B (en
Inventor
丁磊
叶吉
徐俊峰
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Keshun Waterproof Technology Co Ltd
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Keshun Waterproof Technology Co Ltd
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Priority to CN202111086150.5A priority Critical patent/CN113738031B/en
Publication of CN113738031A publication Critical patent/CN113738031A/en
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Publication of CN113738031B publication Critical patent/CN113738031B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064Gutters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064Gutters
    • E04D13/068Means for fastening gutter parts together

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The invention relates to the technical field of roof drainage and discloses a drainage channel joint which comprises a joint body and a water absorber arranged on the joint body; the joint body is provided with a converging cavity, the side wall of the joint body is provided with a water inlet communicated with the converging cavity, and the side wall or the bottom of the joint body is provided with a water outlet communicated with the converging cavity; the water absorber comprises a water absorbing cavity, a water absorbing pipe and a water absorbing cover; the water suction cavity is communicated with the confluence cavity and the atmosphere; the upper part of the water suction pipe is positioned in the water suction cavity and is intersected with the horizontal plane, and the lower part of the water suction pipe extends to the bottom of the confluence cavity and leads to the water outlet; the water absorbing cover is arranged in the water absorbing cavity, the opening of the water absorbing cover faces downwards and covers the upper part of the water absorbing pipe, a gap is reserved between the inner surface of the water absorbing cover and the outer surface of the water absorbing pipe, and the opening of the water absorbing cover is communicated with the water absorbing cavity. The invention adds the water absorber on the basis of the traditional drainage channel joint, thereby not only avoiding the loss of water passing speed of water flows from different directions due to mutual impact at the position, but also accelerating the water passing speed of the drainage channel joint.

Description

Drainage channel joint
Technical Field
The invention relates to the technical field of roof drainage, in particular to a drainage groove joint.
Background
The sponge city refers to a city which can be like a sponge and has good elasticity in the aspects of adapting to environmental changes, coping with natural disasters caused by rainwater and the like. In order to implement a sponge city, a roof drainage system is widely used on a roof, particularly a planted roof, and can collect rainwater, irrigation water and the like falling on the roof and then discharge the rainwater to the underground or store the rainwater in an underground reservoir through a pipeline. The system mainly comprises drain plates laid on a roof, a drain groove and a drain groove joint, wherein the drain groove is connected into a net through the drain groove joint and is interwoven between the tiled drain plates. After the roof drainage system is laid, a geotextile is usually covered above the roof drainage system, and soil layers such as green soil and the like are backfilled. During rainfall or irrigation, water in soil passes through the geotextile and enters the drainage plate, then flows into the drainage groove through the drainage ports on two sides of the drainage groove, and finally enters the reservoir from the drainage groove. This system mainly utilizes the full pipe flow of water drainage tank and buries the siphon system production siphon phenomenon of burying underground in the roofing, collects too much rainwater, irrigation water to the cistern in, utilizes the water of collecting to irrigate the roofing afforestation again in reverse, when realizing the plumbing, satisfies energy-concerving and environment-protective requirement.
The drainage channels are usually arranged on the roof in a checkerboard mode, and the multi-path direct drainage channels are connected at the transverse and longitudinal intersection positions of the drainage channels by using drainage channel joints such as a tee joint, a cross joint and the like. In the prior art, the internal channels of the drainage channel joint are communicated in a crisscross manner, the structure is simple, and the drainage channel joint only plays a role in communication. Under the siphon action, after water flows in the direct drainage troughs in different directions quickly converge into the drainage trough joint, mutual impact is easily generated in the center to form turbulent flow. The kinetic energy of the water flow is greatly reduced, and the flow speed of the water flow flowing out of the water drainage tank joint is reduced, so that the water drainage efficiency of the siphon rainwater drainage system is influenced.
Disclosure of Invention
In view of this, the present invention provides a joint for a drainage channel to solve at least one of the above-mentioned deficiencies of the prior art, and solves the problem of flow velocity loss after water flows are merged.
In order to solve the technical problems, the invention adopts the following technical scheme:
a drainage channel joint comprises a joint body and a water absorber arranged on the joint body; the joint body is provided with a converging cavity, the side wall of the joint body is provided with a water inlet communicated with the converging cavity, and the side wall or the bottom of the joint body is provided with a water outlet communicated with the converging cavity; the water absorber comprises a water absorbing cavity, a water absorbing pipe and a water absorbing cover; the water suction cavity is communicated with the confluence cavity and the atmosphere; the upper part of the water suction pipe is positioned in the water suction cavity and is intersected with the horizontal plane, and the lower part of the water suction pipe extends to the bottom of the confluence cavity and leads to the water outlet; the water absorbing cover is arranged in the water absorbing cavity, the opening of the water absorbing cover faces downwards and covers the upper part of the water absorbing pipe, a gap is reserved between the inner surface of the water absorbing cover and the outer surface of the water absorbing pipe, and the opening of the water absorbing cover is communicated with the water absorbing cavity.
The invention adds a water absorber on the basis of the joint of the traditional drainage channel, the water absorber comprises a water absorbing pipe extending into the confluence cavity from the upper part of the confluence cavity and a water absorbing cover covering the water absorbing pipe and the confluence cavity, a gap is reserved between the inner surface of the water absorbing cover and the outer surface of the water absorbing pipe, and the opening of the water absorbing cover is communicated with the confluence cavity; the lower part of the water suction pipe stands in the confluence cavity, plays a role of reducing turbulence to a certain extent, contributes to a part of height difference between an inlet and an outlet of the water suction pipe, and is favorable for achieving the water suction effect.
In order to avoid the impact of water flow on the water suction pipe, a sheath covering the water suction pipe is arranged in the converging cavity, the lower part of the water suction pipe passes through the sheath and then leads to the water outlet, and a plurality of water inlets are arranged on the side wall of the water suction cavity and surround the sheath. Due to the arrangement of the sheath, on one hand, a fine water suction pipe is protected, and the service life of the joint of the drainage channel is prolonged; on the other hand, the actual space of the confluence cavity is also reduced, which is beneficial to enabling the drainage tank joint to form full pipe flow more quickly and reducing the space for storing accumulated water. Each water inlet is provided with a lap joint structure for being connected with a drainage channel, and certainly, the water outlet can also be configured with a lap joint structure for being connected with a drainage channel.
A plurality of first clapboards are arranged in the confluence cavity, are radially arranged around the sheath, divide the confluence cavity into a plurality of sub-cavities arranged around the sheath, and are communicated with each other. The first partition plate can further reduce the impact force from water flow and has the guiding function, so that the water flow is enabled to be converged in the converging cavity and the water absorption cavity and flow towards the opening direction of the water absorption cover, the possibility that the water flow bypasses the water absorption pipe or the sheath and impacts another water flow is reduced, the loss of the water flow energy is reduced, the purposes of local (at the first partition plate) speed reduction and overall speed increase are achieved, and the water flow speed is further improved; the sub-cavities are communicated with each other, so that pressure balance of all parts in the joint of the drainage channel is maintained, and the service life of the joint of the drainage channel is prolonged. The first spacer may be configured as a flat plate, an arc plate, or the like.
The cover that absorbs water sets up among the chamber that absorbs water, and when the chamber that converges was full of by water, the water that assembles from each water inlet will overflow to the chamber that absorbs water in, is full of the clearance gradually simultaneously, and the water level that absorbs water in the chamber when the pipe that absorbs water plays the effect of absorbing water can continue to rise, and the effect of absorbing water of the pipe that absorbs water also will make the water that absorbs water in the chamber be siphoned away fast, guarantees the speed of passing through of rivers in water drainage tank joint department. Preferably, the height of the water suction cavity is 2-3 times of the height of the confluence cavity.
A second partition plate with a through hole is arranged between the water suction cavity and the confluence cavity, and a water suction cylinder with an upward opening is arranged at the top of the second partition plate; the water suction cylinder is sleeved outside the water suction pipe and is inserted into the gap, the gap is divided into a first gap and a second gap, the first gap is located between the outer surface of the water suction cylinder and the inner surface of the water suction cover, the second gap is located between the inner surface of the water suction cylinder and the outer surface of the water suction pipe, and the opening end face of the water suction cylinder is higher than the top end of the water suction pipe. The water suction cylinder divides the gap into two parts, so that the water suction effect is ensured, the passing speed of water flow at the position is improved, and the accumulated water is reduced. The water flow gathered from the water inlet into the confluence cavity enters the water suction cavity through the through hole on the second partition plate, so that the water level of the water suction cavity rises, and simultaneously, the water enters the first gap from the opening of the water suction cover, and overflows into the second gap after being filled with the first gap, so that the water level in the second gap gradually rises until reaching the top inlet of the water suction pipe, the water flows into the water suction pipe, the water suction effect of the water suction device is excited, and the water suction pipe starts to work at the moment. Wherein the second partition may be supported by the sheath, the first partition.
In order to ensure that the water absorption cover can be stably covered on the upper part of the water absorption pipe, the fixing mode can adopt one or two of the following schemes: firstly, a plurality of first convex columns arranged at intervals are arranged at an opening of the water suction cylinder, and the first convex columns support the water suction cover; and secondly, a plurality of second convex columns arranged at intervals are arranged at the opening of the water absorption cover, and the second convex columns are supported at the top of the second partition plate.
In order to further improve the water flowing speed, the water absorber comprises a plurality of water absorbing pipes, and the upper parts of all the water absorbing pipes are covered in the water absorbing cover. When the water absorber is provided with the water absorbing cylinder, all the water absorbing pipes pass through the water absorbing cylinder. When the sheath is arranged in the confluence cavity, the lower parts of all the suction pipes pass through the sheath and then lead to the water outlet.
In order to ensure that the water absorber has a water absorption function, the water absorption cavity needs to be communicated with the atmosphere, and after a drainage system is laid, geotechnical cloth and backfill soil need to be covered above a joint of a drainage channel, so that the backfill soil is prevented from being pressed into the water absorption cavity due to gravity or pressure, the top of the water absorption cavity is provided with a grid, the grid plays a role in supporting the backfill soil, and meanwhile, water on the grid can flow into the water absorption cavity. The grid comprises a plurality of grid strips, and the cross section of each grid strip is preferably L-shaped, so that the bearing capacity of the grid is improved. In order to further ensure the ventilation effect, an air exchange cylinder communicated with the water suction cavity and the atmosphere is arranged in the grille, and the air exchange cylinder plays a role in limiting the covering of backfill soil.
Compared with the prior art, the invention has the following beneficial effects:
1. the invention adds the water absorber on the basis of keeping the inherent structure of the joint of the traditional drainage channel, thereby not only ensuring the universality of the joint of the drainage channel, but also solving the problems that the gathered water flow forms turbulent flow and kinetic energy loss at the joint of the drainage channel and influences the water passing speed.
2. The invention further protects the water suction pipe through structures such as the shield and the first clapboard, and simultaneously plays a role in water passing of local speed reduction and integral speed increase.
3. The invention further improves the structure of the water absorber, such as adding a water absorbing cylinder and increasing the number of water absorbing pipes, so that the water passing speed is further improved.
Drawings
Figure 1 is a full cross-sectional view of a drain fitting mated to a drain.
FIG. 2 is a schematic view of the barrel in cooperation with a manifold chamber having a shroud.
FIG. 3 is a first schematic view of the combination of the barrel and the collecting chamber with the first partition.
FIG. 4 is a second schematic view of the combination of the barrel and the manifold with the first partition.
Figure 5 is a partial cross-sectional view of the mating of the drain channel connector to the drain channel.
FIG. 6 is a full sectional view of the gutter connection of the suction cylinder supporting the suction cover.
Fig. 7 is a full sectional view of the drain tank joint in which the water absorbing cover is supported by the second partition plate.
FIG. 8 is a schematic view of a suction chamber configured with three suction tubes.
Fig. 9 is a partial cross-sectional view of the mating of a drain fitting with a breather tube to a drain channel.
Figure 10 is an exploded view of a drain fitting and a drain.
FIG. 11 is a schematic view of the construction of a four-way drain tank joint.
FIG. 12 is a first structural schematic diagram of a three-way drain tank joint.
FIG. 13 is the second schematic view of the structure of the three-way drainage channel joint.
Fig. 14 is a schematic structural view of a drain tank joint with a water outlet arranged at the bottom.
Description of reference numerals: the joint comprises a joint body 100, a base 101, a converging cavity 110, a water inlet 111, a water outlet 112, a shield 120, a first partition plate 130, a water absorber 200, a middle shell 201, a water absorbing cavity 210, a water absorbing pipe 220, a first gap 221, a second gap 222, a water absorbing cover 230, a second convex column 231, a second partition plate 240, a through hole 241, a water absorbing cylinder 242, a first convex column 243, a grid 250, a ventilation cylinder 251 and a water drainage groove 400.
Detailed Description
The drawings are for illustration purposes only and are not to be construed as limiting the invention; for the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted; the positional relationships depicted in the drawings are for illustrative purposes only and are not to be construed as limiting the invention. The present invention will be described in further detail with reference to specific examples.
The embodiment provides a water drainage tank joint, not only can realize the intercommunication each other between the water drainage tank like traditional water drainage tank joint, can reach the purpose that improves the speed of leading to water through local slowdown, whole acceleration moreover.
As shown in fig. 1, the drain tank joint includes a joint body 100 and a water absorber 200 disposed on the joint body 100; the joint body 100 is provided with a converging cavity 110, the side wall of the joint body is provided with a water inlet 111 leading to the converging cavity 110, and the side wall or the bottom of the joint body is provided with a water outlet 112 communicating with the converging cavity 110; the water absorber 200 comprises a water absorbing cavity 210, a water absorbing pipe 220 and a water absorbing cover 230; the water suction cavity 210 communicates the manifold cavity 110 with the atmosphere; the upper part of the suction pipe 220 is positioned in the suction cavity 210 and intersects with the horizontal plane, and the lower part thereof extends to the bottom of the confluence cavity 110 and leads to the water outlet 112; the water absorption cover 230 is disposed in the water absorption cavity 210, has an opening facing downward and covers the upper portion of the water absorption tube 220, a gap is left between the inner surface of the water absorption cover and the outer surface of the water absorption tube 220, and the opening of the water absorption cover is communicated with the water absorption cavity 210.
The drainage channel joint has the basic structure of a traditional drainage channel joint, namely a joint body 100, a water inlet 111 of the joint body can be connected with a drainage channel 400 like the traditional drainage channel joint, the criss-cross drainage channel 400 is connected into a net, the water inlet 111 leads to a confluence cavity 110 arranged in the joint body 100, and the confluence cavity 110 is used for water flows from different water inlets 111 to pass through and finally is drained underground through a drainage pipe. In contrast, in the present embodiment, a water absorber 200 is further added on the basis of the conventional drainage channel joint, the water absorber 200 includes a water absorbing pipe 220 extending into the flow converging cavity 110 from above the flow converging cavity 110 and a water absorbing cover 230 covering the water absorbing pipe 220 and above the flow converging cavity 110, the water absorbing pipe 220 is vertically or obliquely arranged and is not parallel to the horizontal plane, a gap is reserved between the inner surface of the water absorbing cover 230 and the outer surface of the water absorbing pipe 220, so that water flow can enter the water absorbing pipe 220 from the top inlet of the water absorbing pipe 220 through the gap, and the opening of the water absorbing cover 230 is communicated with the flow converging cavity 110; the lower part of the water suction pipe 220 stands in the confluence chamber 110 to play a role of reducing turbulence to a certain extent, and also contributes to a part of height difference between the inlet and the outlet of the water suction pipe 220, which is beneficial to achieving the water suction effect, when water enters the gap and is higher than the top end of the water suction pipe 220, the water suction pipe 220 plays a role of water suction, which not only can prevent water flow from different directions from losing water passing speed due to mutual impact at the position, but also can accelerate the water passing speed of the joint of the drainage tank.
Under the siphon action, after water flows from different directions are quickly converged into the drainage channel joint, the water flow easily impacts the lower part of the water suction pipe 220 arranged in the confluence cavity 110, and the service life of the drainage channel joint is influenced. For this purpose, as shown in fig. 2, a sheath covering the suction pipe 220 is disposed in the confluence chamber 110, a lower portion of the suction pipe 220 passes through the sheath and then leads to the water outlet 112, a plurality of water inlets 111 are disposed on a side wall of the suction chamber 210, and the plurality of water inlets 111 are disposed around the sheath. The sheath protects the fine water suction pipe 220, and reduces the actual space of the confluence cavity 110, thereby being beneficial to enabling the drainage tank joint to form full pipe flow more quickly and reducing the space for storing accumulated water.
As shown in fig. 3 to 4, a plurality of first partition plates 130 are disposed in the manifold chamber 110, the first partition plates 130 are radially arranged around the sheath, and divide the manifold chamber 110 into a plurality of sub-chambers arranged around the sheath, and the sub-chambers are communicated with each other. The first partition plate 130 can further reduce the impact force from the water flow, and has a guiding function, so that the water flow is enabled to be converged in the converging cavity 110 and the water suction cavity 210 and flow towards the opening direction of the water suction cover 230, the possibility that the water flow bypasses the water suction pipe 220 or the sheath and impacts another water flow is reduced, the loss of the water flow energy is reduced, the purposes of local speed reduction (at the first partition plate 130) and overall speed increase are achieved, and the water flow speed is further improved; the sub-cavities are communicated with each other, so that pressure balance of all parts in the joint of the drainage channel is maintained, and the service life of the joint of the drainage channel is prolonged. The shape of the first partition 130 may be various, such as a flat plate (see fig. 3), an arc plate (see fig. 4), and the like.
The water absorbing cover 230 of the embodiment is arranged in the water absorbing cavity 210, when the converging cavity 110 is filled with water, the water gathered from the water inlets 111 overflows into the water absorbing cavity 210, and simultaneously fills the gap gradually until the water level in the water absorbing cavity 210 can continuously rise when the water absorbing pipe 220 plays a role of absorbing water, the water absorbing function of the water absorbing pipe 220 also enables the water in the water absorbing cavity 210 to be rapidly absorbed, and the passing speed of the water flow at the joint of the water drainage tank is ensured. Preferably, the height of the water suction cavity 210 is 2 to 3 times of the height of the confluence cavity 110.
Generally, the diameter and gap width of the suction pipe 220 need to be designed to be small, which will limit the passing speed of water flow to some extent, for this purpose, as shown in fig. 5, a second partition 240 with a through hole 241 is provided between the suction chamber 210 and the confluence chamber 110, and the top of the second partition 240 is provided with a suction cylinder 242 with an upward opening; the water suction cylinder 242 is sleeved outside the water suction pipe 220 and inserted into the gap, and divides the gap into a first gap 221 and a second gap 222, the first gap 221 is located between the outer surface of the water suction cylinder 242 and the inner surface of the water suction cover 230, the second gap 222 is located between the inner surface of the water suction cylinder 242 and the outer surface of the water suction pipe 220, and the opening end surface of the water suction cylinder 242 is higher than the top end of the water suction pipe 220. The water suction cylinder 242 divides the gap into two parts, which not only ensures the generation of water suction effect, but also is beneficial to improving the passing speed of water flow at the position. The water flow gathered from the water inlet 111 into the confluence chamber 110 enters the water suction chamber 210 through the through hole 241 of the second partition 240, so that the water level in the water suction chamber 210 rises, and simultaneously enters the first gap 221 from the opening of the water suction cover 230, and overflows into the second gap 222 after filling the first gap 221, so that the water level in the second gap 222 gradually rises until the water level is higher than the top inlet of the water suction pipe 220, the water flows into the water suction pipe 220, the water suction effect of the water suction device 200 is activated, and at this time, the water suction pipe 220 starts to work. When the water absorbing effect is generated, the water level between the water absorbing cylinder 242 and the wall of the water absorbing cavity 210 can ensure that the water absorbing effect is continuously performed as long as the water level slightly exceeds the opening of the water absorbing cover 230, the arrangement of the water absorbing cylinder 242 reduces the space occupied by the water ensuring the continuous water absorbing effect, when the water in each water draining groove 400 is drained until the space is not sufficiently filled, the water absorbing effect is stopped, and the water staying in the space is reduced due to the reduction of the space, so the arrangement of the water absorbing cylinder 242 is beneficial to draining more water as much as possible. In this embodiment, the horizontal sectional area from the water suction cylinder 242 to the wall of the water suction cavity 210, the horizontal sectional area of the first gap 221, and the pipe diameter of the water suction pipe are gradually reduced, so that after the water suction effect is generated, the water flow from each drainage channel 400 has greater kinetic energy to flow to the drainage channel joint. Wherein the second partition 240 may be supported by the sheath, the first partition 130.
In order to stably cover the water absorption cover 230 on the upper part of the water absorption pipe 220, one or two of the following schemes can be adopted for fixing the water absorption cover: first, as shown in fig. 6, the opening of the water-absorbing cylinder 242 is provided with a plurality of first protruding columns 243 arranged at intervals, and the first protruding columns 243 support the water-absorbing cover 230; secondly, as shown in fig. 7, the opening of the water absorbing cover 230 is provided with a plurality of second protruding columns 231 arranged at intervals, and the second protruding columns 231 are supported on the top of the second partition 240.
The overall size of the joint body 100 in this embodiment is equivalent to that of a conventional drainage channel joint, wherein the pipe diameter of the water suction pipe 220 is preferably 25-35 mm, and preferably about 30 mm; the height difference between the inlet and the outlet of the suction pipe 220 is not less than 40mm, which satisfies the condition of siphon phenomenon. To further increase the water flowing speed, as shown in fig. 8, the water absorber 200 includes a plurality of water absorbing pipes 220, and the upper portions of all the water absorbing pipes 220 are covered in a water absorbing cover 230. When the aspirator 200 is provided with the barrel 242, all of the suction tubes 220 pass through the barrel 242. When a sheath is arranged in the confluence chamber 110, the lower parts of all the suction pipes 220 pass through the sheath and then lead to the water outlet 112.
In order to ensure that the water absorber 200 has a water absorbing function, the water absorbing cavity 210 needs to be communicated with the atmosphere, and after the drainage system is laid, the upper part of the drainage channel joint needs to be covered with geotextile and backfill soil, so that the backfill soil is prevented from being pressed into the water absorbing cavity 210 due to gravity or pressure, the top of the water absorbing cavity 210 is provided with a grid 250 to play a role in supporting the backfill soil, and meanwhile, water on the grid 250 can flow into the water absorbing cavity 210. The grid 250 includes a plurality of grid bars, preferably the cross section of the grid bars is L-shaped, which is beneficial to improving the bearing capacity of the grid 250. To further ensure the ventilation effect, as shown in fig. 9, a ventilation tube 251 is provided in the grille 250 to connect the water suction chamber 210 with the atmosphere, and the ventilation tube 251 plays a role of limiting the covering of the backfill soil.
The drainage channel joint in this embodiment adopts a split design, as shown in fig. 10, and includes a base 101, a middle housing 201 and a grid 250 connected in sequence from bottom to top. The middle housing 201 is horizontally connected with the second partition 240, and the middle housing 201 is divided into an upper part and a lower part by the second partition 240; wherein the upper part is used as the base 101 of the water absorber 200, and the top part is connected with the grid 250 to form the water absorbing cavity 210; the lower part of the joint body 100 is used as an upper cover of the joint body 100, the joint body is covered on the base 101, the joint body and the base 101 form the confluence cavity 110 together, the side walls of the base 101 and the upper cover are both provided with a water inlet 111 and a water outlet 112, and the top of the water inlet 111 or the water outlet 112 of the upper cover is provided with a hasp for being lapped with the drainage channel 400 to form a lapping structure. When the water draining device is used, the base 101 is placed on a roof, the water draining groove 400 is inserted into the water inlet 111 or the water outlet 112 on the base 101, the middle shell 201 is buckled, the water draining groove 400 and the water draining groove joint are stably connected together, and the water draining groove 400 and the water draining groove joint are reversely operated when being detached.
The drainage channel joint of the present embodiment can be used as a four-way drainage channel joint, as shown in fig. 11, the side walls of the base 101 and the middle shell 201 are provided with three water inlets 111 and one water outlet 112; can also be used as a three-way drainage channel joint, as shown in fig. 12-13, two water inlets 111 and one water outlet 112 are arranged on the side walls of the base 101 and the middle shell 201; it will be appreciated that in some cases, a four-way water inlet joint may be provided, as shown in fig. 14, where the base 101 and the side wall of the middle casing 201 are provided with four water inlets 111, and the water outlet 112 is provided at the bottom of the base 101.
It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims (10)

1. A drainage channel joint is characterized by comprising a joint body and a water absorber arranged on the joint body; the joint body is provided with a converging cavity, the side wall of the joint body is provided with a water inlet communicated with the converging cavity, and the side wall or the bottom of the joint body is provided with a water outlet communicated with the converging cavity; the water absorber comprises a water absorbing cavity, a water absorbing pipe and a water absorbing cover; the water suction cavity is communicated with the confluence cavity and the atmosphere; the upper part of the suction pipe is positioned in the suction cavity and is intersected with the horizontal plane, and the lower part of the suction pipe extends to the bottom of the confluence cavity and leads to the water outlet; the water absorption cover is arranged in the water absorption cavity, the opening of the water absorption cover faces downwards and covers the upper part of the water absorption pipe, a gap is reserved between the inner surface of the water absorption cover and the outer surface of the water absorption pipe, and the opening of the water absorption cover is communicated with the water absorption cavity.
2. The gutter joint according to claim 1, wherein a sheath covering said barrel is provided in said manifold, a lower portion of said barrel passes through said sheath and leads to said outlet, and a plurality of said inlets are provided in a side wall of said barrel and surround said sheath.
3. The drain trap connector of claim 2, wherein a plurality of first baffles are disposed in the manifold chamber, the plurality of first baffles being radially arranged around the jacket to divide the manifold chamber into a plurality of sub-chambers disposed around the jacket, the plurality of sub-chambers being in communication with one another.
4. The drain connector of claim 3, wherein the first baffle is a flat plate or an arcuate plate.
5. The gutter joint according to claim 1, wherein the height of the suction chamber is 2 to 3 times the height of the joining chamber.
6. The joint of the drain channel of claim 1, wherein a second partition plate with a through hole is arranged between the water suction cavity and the flow converging cavity, and the top of the second partition plate is provided with a water suction cylinder with an upward opening; the water suction cylinder is sleeved outside the water suction pipe and inserted into the gap, the gap is divided into a first gap and a second gap, the first gap is located between the outer surface of the water suction cylinder and the inner surface of the water suction cover, the second gap is located between the inner surface of the water suction cylinder and the outer surface of the water suction pipe, and the opening end face of the water suction cylinder is higher than the top end of the water suction pipe.
7. The gutter joint according to claim 6,
the opening of the water suction cylinder is provided with a plurality of first convex columns which are arranged at intervals, and the first convex columns support the water suction cover; and/or
The opening of the water absorption cover is provided with a plurality of second convex columns which are arranged at intervals, and the second convex columns are supported at the top of the second partition plate.
8. The gutter joint according to claim 1, wherein said suction means comprises a plurality of suction pipes, and wherein the upper portions of all of said suction pipes are housed in said suction housing.
9. The gutter joint according to claim 1, wherein the top of the suction chamber is provided as a grid.
10. The gutter joint according to claim 9, wherein the grid comprises a plurality of bars, the bars being L-shaped in cross-section.
CN202111086150.5A 2021-09-16 2021-09-16 Drainage channel joint Active CN113738031B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111086150.5A CN113738031B (en) 2021-09-16 2021-09-16 Drainage channel joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111086150.5A CN113738031B (en) 2021-09-16 2021-09-16 Drainage channel joint

Publications (2)

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CN113738031A true CN113738031A (en) 2021-12-03
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GB9302476D0 (en) * 1993-02-09 1993-03-24 Harmer Holdings Ltd Drains
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JP2007195525A (en) * 2006-01-24 2007-08-09 Toshimasa Yamamoto Device for supplying split liquid streams
JP2011231656A (en) * 2010-04-27 2011-11-17 Denyo Co Ltd Exhaust port structure of engine driven working machine
CN202761202U (en) * 2012-07-26 2013-03-06 汕头大学医学院第一附属医院 Water absorption device
CN204326390U (en) * 2014-12-16 2015-05-13 陕西华建防水工程有限公司 Shed deckhead drainage system
JP2018138728A (en) * 2017-02-24 2018-09-06 五洋建設株式会社 Negative pressure generating device for foundation improvement
CN109279711A (en) * 2018-11-05 2019-01-29 科顺防水科技股份有限公司 A kind of green roof rainwater management system
CN211873578U (en) * 2020-01-04 2020-11-06 河南华畅建筑科技有限公司 Sealed watertight planting roofing siphon drainage device
CN212691189U (en) * 2020-06-07 2021-03-12 江苏宇顺新型建材有限公司 Four-way connecting piece of drainage channel with long service life and strong drainage performance
CN215519554U (en) * 2021-09-16 2022-01-14 科顺防水科技股份有限公司 Drainage channel joint

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB9302476D0 (en) * 1993-02-09 1993-03-24 Harmer Holdings Ltd Drains
DE102005012439A1 (en) * 2005-03-11 2006-09-14 Vahlbrauk, Wolfgang, Dipl.-Ing. Water drain, especially for a building roof, has an inflow opening with an outflow pipe for surface water and a second inflow with a smaller outflow pipe to take a pressure flow of higher accumulated water
JP2007195525A (en) * 2006-01-24 2007-08-09 Toshimasa Yamamoto Device for supplying split liquid streams
JP2011231656A (en) * 2010-04-27 2011-11-17 Denyo Co Ltd Exhaust port structure of engine driven working machine
CN202761202U (en) * 2012-07-26 2013-03-06 汕头大学医学院第一附属医院 Water absorption device
CN204326390U (en) * 2014-12-16 2015-05-13 陕西华建防水工程有限公司 Shed deckhead drainage system
JP2018138728A (en) * 2017-02-24 2018-09-06 五洋建設株式会社 Negative pressure generating device for foundation improvement
CN109279711A (en) * 2018-11-05 2019-01-29 科顺防水科技股份有限公司 A kind of green roof rainwater management system
CN211873578U (en) * 2020-01-04 2020-11-06 河南华畅建筑科技有限公司 Sealed watertight planting roofing siphon drainage device
CN212691189U (en) * 2020-06-07 2021-03-12 江苏宇顺新型建材有限公司 Four-way connecting piece of drainage channel with long service life and strong drainage performance
CN215519554U (en) * 2021-09-16 2022-01-14 科顺防水科技股份有限公司 Drainage channel joint

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