Eccentric variable-diameter full-flow device of underground garage roof siphon drainage system

Abstract

The utility model discloses an eccentric variable-diameter full-flow device of an underground garage roof siphon drainage system, which comprises a water collecting mechanism arranged on a concrete underground garage roof, a siphon is arranged on the water collecting mechanism, and one end of the siphon far away from the water collecting mechanism is provided with a settling mechanism for dredging and settling; the siphon comprises a first large channel pipe, a first small-diameter pipe, a second small-diameter pipe and a second large channel pipe which are arranged in the flowing direction of water, and the first large channel pipe is arranged on the water collecting mechanism; water in soil of the siphon planting roof of the underground garage roof flows into the siphon through the water collecting mechanism and finally flows into the precipitation mechanism to be subjected to precipitation treatment, siphon drainage reducing of the siphon is eccentric reducing, linear flow can be generated more easily compared with concentric reducing, the siphon drainage effect can be improved, and the service life of the siphon drainage device is prolonged. The overall performance of the system is improved; the S-shaped structure formed by the first small-diameter pipe and the second small-diameter pipe can be manufactured on site according to the actual site situation, and manufacturing is easy and convenient.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to an eccentric variable diameter full flow device of a siphon drainage system on a roof of an underground garage. Background Art

[0002] Large basement rooftops are susceptible to severe water stagnation due to rain and snow. When water accumulates on the garage roof, the pressure exerted on the existing waterproofing can cause cracks at the joints. Water can then seep into the basement through these cracks, leading to water seepage. Furthermore, the presence of water in the soil can cause plant roots to remain submerged for extended periods, potentially causing root rot and impacting the survival of outdoor greenery.

[0003] The traditional gravity drainage system has shortcomings such as multiple pipe settings, large space occupation and complex construction. The siphon drainage system can significantly speed up the drainage by utilizing the potential energy of building height and ground drop to form a siphon effect.

[0004] The existing utility model patent document with announcement number CN212772690U discloses a garage roof siphon drainage system. By setting a siphon drainage channel and a siphon pipe under the vegetation layer, the water gathered on the garage roof is guided to be discharged through the variable diameter siphon effect, changing the previous passive drainage method to active siphon drainage, realizing zero-slope active drainage of the planting area of the garage basement roof, increasing the drainage speed, preventing leakage on the garage roof, and having strong practicality.

[0005] Although the above-mentioned garage roof siphon drainage system can solve the corresponding technical problems, the siphon drainage diameter change of its siphon pipe is a concentric diameter change, which makes it difficult to generate a linear flow, thereby reducing the siphon drainage effect.

[0006] Therefore, an eccentric variable diameter full flow device for the siphon drainage system of the underground garage roof is proposed. Utility Model Content

[0007] The purpose of the utility model is to provide an eccentric variable diameter full flow device for an underground garage roof siphon drainage system, so as to solve the problems raised by the above-mentioned background technology.

[0008] In order to achieve the above-mentioned purpose, the main technical solutions adopted by this utility model include:

[0009] An eccentric variable-diameter full-flow device for a siphon drainage system on an underground garage roof comprises: a water collecting mechanism disposed on a concrete underground garage roof, a siphon pipe disposed thereon, and a sedimentation mechanism disposed at one end of the siphon pipe away from the water collecting mechanism for silting and sedimentation;

[0010] Among them, the siphon pipe includes a first large-diameter pipe, a first small-diameter pipe, a second small-diameter pipe, and a second large-diameter pipe arranged along the water flow direction. The first large-diameter pipe is arranged on the water collection mechanism, and the second large-diameter pipe is arranged on the sedimentation mechanism;

[0011] One end of the first large-diameter pipe close to the first small-diameter pipe is fixedly connected with a first reducer pipe. The center of the top surface of the first reducer pipe is eccentrically arranged with the center of its top surface. One end of the second large-diameter pipe close to the second small-diameter pipe is integrally formed with a second reducer pipe. The center of the left side of the second reducer pipe is concentric with the center of its right side.

[0012] As a preferred technical solution, the water collection mechanism includes a polymer drainage sheet arranged on the concrete basement garage roof. The edge of the polymer drainage sheet has a drainage groove, and one end of the first large-diameter pipe away from the first reducer pipe is communicated with the drainage groove.

[0013] As a preferred technical solution, the drainage groove is a U-shaped groove with an opening facing downwards, and the side wall of the drainage groove is provided with a water inlet adapted to the polymer drainage sheet.

[0014] As a preferred technical solution, a filter layer is jointly laid on the top of the polymer drainage sheet and the drainage groove. The filter layer is geotextile.

[0015] As a preferred technical solution, a waterproof layer is arranged between the bottom of the polymer drainage sheet and the concrete basement garage roof. The waterproof layer is fixedly connected to the concrete basement garage roof, and the waterproof layer is an SBS modified asphalt waterproof coiled material.

[0016] As a preferred technical solution, the first large-diameter pipe is in an L-shaped structure, the first small-diameter pipe is in a U-shaped structure, the second small-diameter pipe is in a Z-shaped structure, the first small-diameter pipe and the second small-diameter pipe have the same diameter and form an S-shaped structure, and the first large-diameter pipe, the first reducer pipe, the first small-diameter pipe, the second small-diameter pipe, the second reducer pipe, and the second large-diameter pipe are connected end to end in sequence.

[0017] As a preferred technical solution, the sedimentation mechanism includes a sedimentation well communicated with one end of the second large-diameter pipe away from the second reducer pipe, and a manhole cover is installed at the top end of the sedimentation well.

[0018] The utility model at least has the following beneficial effects:

[0019] In this application, the water in the soil of the siphon planting roof of the basement garage roof flows through the water collection mechanism into the siphon pipe and finally flows into the sedimentation mechanism for sedimentation treatment. The eccentric reducer is adopted for the siphon drainage of the siphon pipe, which can generate linear flow more easily than the concentric reducer, thereby helping to improve the siphon drainage effect and enhance the overall performance of the system; and the S-shaped structure composed of the first small-diameter pipe and the second small-diameter pipe can be fabricated on site according to the actual situation on site, and the fabrication is simple and convenient. Description of the Drawings

[0020] Figure 1 This is a schematic structural diagram of an eccentric variable-diameter full-flow device of a siphon drainage system for the underground garage roof of the present utility model;

[0021] Figure 2 This is a schematic structural diagram of a siphon pipe of an eccentric variable-diameter full-flow device of a siphon drainage system for the underground garage roof of the present utility model.

[0022] In the figure: 100, water collection mechanism; 110, polymer drainage sheet; 120, drainage trough; 130, filter layer; 200, siphon pipe; 210, first large-diameter pipe; 211, first variable-diameter pipe; 220, first small-diameter pipe; 230, second small-diameter pipe; 240, second large-diameter pipe; 241, second variable-diameter pipe; 300, sedimentation mechanism; 310, sedimentation well; 320, manhole cover. Detailed Embodiment

[0023] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0024] Please refer to Figure 1 - Figure 2 , this embodiment provides an eccentric variable-diameter full-flow device for a siphon drainage system of an underground garage roof, including: a water collection mechanism 100 provided on the concrete underground garage roof, on which a siphon pipe 200 is provided, and a sedimentation mechanism 300 for dredging and sedimentation is provided at one end of the siphon pipe 200 away from the water collection mechanism 100; the siphon pipe 200 includes a first large-diameter pipe 210, a first small-diameter pipe 220, a second small-diameter pipe 230, and a second large-diameter pipe 240 arranged along the water flow direction, the first large-diameter pipe 210 is provided on the water collection mechanism 100, and the second large-diameter pipe 240 is provided on the sedimentation mechanism 300; a first variable-diameter pipe 211 is fixedly connected to one end of the first large-diameter pipe 210 close to the first small-diameter pipe 220, and the center of the top surface of the first variable-diameter pipe 211 is eccentrically arranged with the center of its top surface, and a second variable-diameter pipe 241 is integrally formed at one end of the second large-diameter pipe 240 close to the second small-diameter pipe 230, and the center of the left side of the second variable-diameter pipe 241 is concentric with the center of its right side.

[0025] Among them, the water collection mechanism 100 includes a polymer drainage sheet 110 provided on the top plate of the concrete underground garage. The edge drainage groove 120 of the polymer drainage sheet 110, and one end of the first large-diameter pipe 210 far from the first reducing pipe 211 is communicated with the drainage groove 120. By the combined use of the polymer drainage sheet 110 and the drainage groove 120, it can help the siphon 200 easily achieve the functions of water storage and drainage.

[0026] Among them, the drainage groove 120 is a U-shaped groove with an opening facing downwards. The side wall of the drainage groove 120 is provided with a water inlet adapted to the polymer drainage sheet 110, so that the water on the polymer drainage sheet 110 can flow into the drainage groove 120 through the water inlet.

[0027] Among them, a filter layer 130 is jointly laid on the top of the polymer drainage sheet 110 and the drainage groove 120. The filter layer 130 is a geotextile, which has the advantages of light weight, low cost, corrosion resistance, excellent functions of inverse filtration, drainage and isolation, and can filter the soil and stone impurities in the rainwater.

[0028] Among them, a waterproof layer is provided between the bottom of the polymer drainage sheet 110 and the top plate of the concrete underground garage. The waterproof layer is fixedly connected to the top plate of the concrete underground garage. The waterproof layer is an SBS modified asphalt waterproof coiled material, which has good high-temperature resistance, can be used in the temperature range of -25 to +100 °C, has high elasticity and fatigue resistance, as well as an elongation rate of up to 150% and strong puncture resistance and tear resistance.

[0029] Among them, the first large-diameter pipe 210 has an L-shaped structure, the first small-diameter pipe 220 has a U-shaped structure, the second small-diameter pipe 230 has a Z-shaped structure. The first small-diameter pipe 220 and the second small-diameter pipe 230 have the same diameter and form an S-shaped structure. The first large-diameter pipe 210, the first reducing pipe 211, the first small-diameter pipe 220, the second small-diameter pipe 230, the second reducing pipe 241 and the second large-diameter pipe 240 are connected end to end in sequence.

[0030] Among them, the sedimentation mechanism 300 includes a sedimentation well 310 communicated with one end of the second large-diameter pipe 240 far from the second reducing pipe 241. A manhole cover 320 is installed at the top end of the sedimentation well 310. Through the sedimentation mechanism 300, sand, silt, etc. in the water can be sedimented therein, which is convenient for cleaning, keeps the siphon 200 unobstructed, and can be centrally treated and used for greening water after being connected to an external water storage tank after sedimentation.

[0031] The working principle of the utility model is as follows: Water in the soil of the siphon planting roof on the garage top plate flows through the polymer drainage sheet 110 to the drainage trough 120, and then is collected by the drainage trough 120 and discharged to the first large pipe 210. At the first reducer pipe 211 of the first large pipe 210, it flows to the first small pipe 220 after eccentric reduction, and then reaches the second large pipe 240. A full flow is formed at the second large pipe 240, and then after passing over the second large pipe 240, through gravitational potential energy and the cohesive traction of water molecules, the rainwater is siphoned and discharged to the second large pipe 240. After the gravity is released, the water on the planting roof plate is continuously siphoned to the second large pipe 240, and finally discharged into the sedimentation well 310 for sedimentation. The sedimentation well 310 is externally connected to a water tank, so that the sedimented water can be centrally treated and used for greening water.

[0032] Parts not involved in the utility model are the same as or can be implemented by the prior art. Although the embodiments of the utility model have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the utility model. The scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. An eccentric variable-diameter full-flow device for a siphon drainage system of an underground garage roof, characterized in that Comprising: A water collecting mechanism (100) disposed on the top plate of a concrete underground garage, on which a siphon tube (200) is provided, and a sedimentation mechanism (300) for dredging and sedimentation is provided at one end of the siphon tube (200) far from the water collecting mechanism (100); Wherein, the siphon tube (200) includes a first large-diameter tube (210), a first small-diameter tube (220), a second small-diameter tube (230), and a second large-diameter tube (240) arranged along the water flow direction. The first large-diameter tube (210) is disposed on the water collecting mechanism (100), and the second large-diameter tube (240) is disposed on the sedimentation mechanism (300); One end of the first large-diameter tube (210) close to the first small-diameter tube (220) is fixedly connected with a first reducer (211), and the center of the top surface of the first reducer (211) is eccentric with the center of its top surface. One end of the second large-diameter tube (240) close to the second small-diameter tube (230) is integrally formed with a second reducer (241), and the left center of the second reducer (241) is concentric with its right center.

2. The eccentric variable diameter full flow device of the siphon drainage system for the underground garage roof slab according to claim 1, characterized in that: The water collecting mechanism (100) includes a polymer drainage sheet (110) disposed on the top plate of the concrete underground garage, a drainage groove (120) at the edge of the polymer drainage sheet (110), and one end of the first large-diameter tube (210) far from the first reducer (211) is communicated with the drainage groove (120).

3. The eccentric variable-diameter full-flow device of the siphon drainage system for the underground garage roof according to claim 2, characterized in that: The drainage groove (120) is a U-shaped groove with an opening facing downwards, and a water inlet adapted to the polymer drainage sheet (110) is provided on the side wall of the drainage groove (120).

4. The eccentric variable-diameter full-flow device of the siphon drainage system for the underground garage roof according to claim 2, characterized in that: A filter layer (130) is jointly laid on the top of the polymer drainage sheet (110) and the drainage groove (120), and the filter layer (130) is a geotextile.

5. The eccentric variable-diameter full-flow device of the siphon drainage system for the underground garage roof according to claim 2, characterized in that: A waterproof layer is provided between the bottom of the polymer drainage sheet (110) and the top plate of the concrete underground garage. The waterproof layer is fixedly connected to the top plate of the concrete underground garage, and the waterproof layer is an SBS modified asphalt waterproof coiled material.

6. The eccentric variable-diameter full-flow device of the siphon drainage system for the underground garage roof slab according to claim 1, characterized in that: The first large-diameter tube (210) has an L-shaped structure, the first small-diameter tube (220) has a U-shaped structure, the second small-diameter tube (230) has a Z-shaped structure, the first small-diameter tube (220) and the second small-diameter tube (230) have the same diameter and form an S-shaped structure, and the first large-diameter tube (210), the first reducer (211), the first small-diameter tube (220), the second small-diameter tube (230), the second reducer (241), and the second large-diameter tube (240) are connected end to end in sequence.

7. The eccentric variable-diameter full-flow device of the siphon drainage system for the underground garage roof according to claim 6, characterized in that: The sedimentation mechanism (300) includes a sedimentation well (310) communicated with one end of the second large-diameter tube (240) far from the second reducer (241), and a manhole cover (320) is installed at the top end of the sedimentation well (310).

Images