An anaerobic reaction tank bottomless tank waterproof device

CN224901002UActive Publication Date: 2026-10-27QINGDAO ZHONGHAI ENVIRONMENTAL ENG CO LTD
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Patent Information

Application Number
CN202521893337.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-03
Publication Date
2026-10-27
Estimated Expiration
2035-09-03

AI Technical Summary

Technical Problem

但是在实际运行中,由于通常罐内压力较大,且罐内液体的清洁度也会影响到底部液体流出的速度和难易程度,从而导致罐内液位不稳,影响运行;同时,现有部分无底罐底部密封时,没有考虑到当液体在罐底流动时的主要阻力来源和液体流动时的形态,所以在罐底密封后,总会出现渗漏的情况

Benefits of technology

1、改善无底焊接罐在二次浇注后泄露和密封不良等问题

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Abstract

The utility model relates to anaerobic reaction tank technical field, and disclose a kind of anaerobic reaction tank bottomless tank waterproof device, including tank body foundation, further including embedded reinforcing steel for improving tank body structure strength in the tank body foundation inner wall welding, the inside of the tank body foundation is provided with side wall board, the outside welding of the side wall board has water stop steel plate, the outside of the tank body foundation is poured with secondary grouting slurry, fastening angle steel is installed between the side wall board and tank body foundation, the inside of the fastening angle steel is provided with fastening bolt, the junction of the water stop steel plate and side wall board is welded with surfacing projection for improving the welding stability of water stop steel plate and side wall board, compared with prior art, the utility model improves bottomless welding tank after secondary pouring leakage and poor sealing etc.;Reduce leakage risk, multiple structure strengthens the stability of tank body;Strengthen the stability and sealing property of tank body after secondary pouring, prolong the service life of tank body.
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Description

Technical Field

[0001] This utility model relates to the field of anaerobic reactor technology, specifically to a bottomless waterproof device for an anaerobic reactor. Background Technology

[0002] Anaerobic reactors are highly efficient bioreactors that utilize the metabolic activity of anaerobic bacteria to treat organic wastewater. They are widely used in the treatment of high-concentration organic wastewater. Their core principle is to decompose organic matter in wastewater into gases such as methane and carbon dioxide through the metabolism of anaerobic microorganisms, thereby achieving water purification and energy recovery.

[0003] In existing bottomless anaerobic reactor waterproofing construction, water sealing is achieved by using a bottom waterstop plate to prevent the water pressure inside the tank from exceeding the atmospheric pressure outside, thus preventing liquid from flowing out between the bottom plate and the foundation. However, in actual operation, the internal pressure is usually high, and the cleanliness of the liquid inside the tank also affects the speed and ease of liquid outflow from the bottom, leading to unstable liquid levels and affecting operation. Furthermore, some existing bottomless tanks do not consider the main sources of resistance and the flow pattern of the liquid at the bottom when sealing the bottom, resulting in leakage after sealing. Utility Model Content

[0004] The purpose of this invention is to provide a bottomless waterproof device for anaerobic reactors to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a bottomless waterproof device for an anaerobic reactor, comprising a tank foundation, and further comprising: The embedded steel bars are welded to the inner wall of the tank foundation to improve the structural strength of the tank. The tank foundation is equipped with a side wall plate inside. A water-stop steel plate is welded to the outside of the side wall plate. Secondary grouting slurry is poured on the outside of the tank foundation. Fastening angle steel is installed between the side wall plate and the tank foundation. Fastening bolts are installed inside the fastening angle steel.

[0006] Preferably, the connection between the waterstop steel plate and the side wall plate is welded with a weld overlay protrusion to improve the welding stability of the waterstop steel plate and the side wall plate.

[0007] Preferably, the inner wall of the fastening angle steel is provided with a through hole adapted to the fastening bolt, and the fastening bolt passes through the through hole and is fixed to the bottom of the tank foundation.

[0008] Preferably, the bottom of the fastening angle steel is in contact with the bottom of the tank body foundation, and the other side of the fastening angle steel is welded and fixed to the side wall plate.

[0009] Preferably, the side wall panel, waterstop steel plate, fastening angle steel and fastening bolt are all cast inside the secondary grouting slurry.

[0010] Preferably, the embedded steel bars are arranged in multiple strands and tied together, and the embedded steel bars are made of low alloy high strength steel with high strength and toughness.

[0011] Compared with the prior art, the beneficial effects of this utility model are as follows: 1. Improve the problems of leakage and poor sealing in bottomless welded tanks after secondary casting. 2. Reduce leakage risk; multiple structural enhancements strengthen tank stability. 3. Enhance the stability and sealing of the tank after secondary casting, and extend the service life of the tank. Attached Figure Description

[0012] Figure 1 A schematic diagram of the overall structure of the bottomless waterproof device for the anaerobic reactor provided by this utility model; Figure 2 A schematic diagram of the side wall panel and fastening angle steel provided by this utility model; Figure 3 This is a structural diagram of the fastening angle steel and fastening bolt provided by this utility model.

[0013] In the diagram: 1. Tank foundation; 2. Embedded steel bars; 3. Side wall plate; 4. Waterstop steel plate; 41. Overlay weld protrusion; 5. Secondary grouting slurry; 6. Fastening angle steel; 61. Through hole; 7. Fastening bolt. Detailed Implementation

[0014] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0015] Please see Figure 1-3 As shown, a bottomless waterproof device for an anaerobic reactor includes a tank foundation 1 and pre-embedded steel bars 2 welded to the inner wall of the tank foundation 1 to improve the structural strength of the tank. The tank foundation 1 has a side wall plate 3 inside, and a water-stop steel plate 4 is welded to the outside of the side wall plate 3. A secondary grouting slurry 5 is poured on the outside of the tank foundation 1. A fastening angle steel 6 is installed between the side wall plate 3 and the tank foundation 1, and a fastening bolt 7 is installed inside the fastening angle steel 6.

[0016] By setting up a tank foundation 1 and embedding several steel bars 2 inside the tank foundation 1, the tank body and the liquid inside the tank are supported, and the strength of the secondary grouting structure is increased. By welding a water-stop steel plate 4 to the outside of the side wall plate 3 and placing the water-stop steel plate 4 inside the tank, the resistance of the liquid flowing through the gap between the inside of the tank wall and the secondary grouting is increased, thereby improving the sealing effect and reducing the risk of leakage. The side wall plate 3 is connected and fixed to the tank foundation 1 by using fastening angle steel 6, and secondary grouting slurry 5 is poured in, which serves as a water-stop plate on the outside of the tank wall and strengthens the stability of the tank.

[0017] The connection between the waterstop steel plate 4 and the side wall plate 3 is welded with a weld overlay protrusion 41 to improve the welding stability of the waterstop steel plate 4 and the side wall plate 3; the inner wall of the fastening angle steel 6 is provided with a through hole 61 that matches the fastening bolt 7, and the fastening bolt 7 passes through the through hole 61 and is fixed to the bottom of the tank foundation 1; the bottom of the fastening angle steel 6 contacts the bottom of the tank foundation 1, and the other side of the fastening angle steel 6 is welded to the side wall plate 3; the side wall plate 3, the waterstop steel plate 4, the fastening angle steel 6 and the fastening bolt 7 are all poured into the secondary grouting slurry 5; the pre-embedded steel bars 2 are set as multiple bars and are tied together with each other. The pre-embedded steel bars 2 are made of low alloy high strength steel with high strength and toughness.

[0018] When welding the waterstop steel plate 4 to the side wall plate 3, a weld overlay protrusion 41 is welded at the weld joint to improve the welding stability of the waterstop steel plate 4 and the side wall plate 3, thus preventing water leakage at the weld joint. A through hole 61 is opened in the inner wall of the fastening angle steel 6 to facilitate the fastening bolt 7 to pass through the fastening angle steel 6 and then be inserted into the tank foundation 1 and tightened. The tank foundation 1 also has a matching hole inside, and the fastening bolt 7 is tightened to fix the fastening angle steel 6 to the tank foundation 1. The other side of the fastening angle steel 6 is welded to the side wall plate 3 to fix the side wall plate 3 to the tank foundation 1. After the pre-embedded steel bar 2, side wall plate 3, waterstop steel plate 4, fastening angle steel 6 and fastening bolt 7 are fully installed, the secondary grouting slurry 5 is poured into the tank foundation 1. The stability of the tank is enhanced through multiple structures, which strengthens the stability and sealing of the tank after the secondary pouring and extends the service life of the tank.

[0019] Working principle: The tank foundation 1 contains several pre-embedded steel bars 2, which serve to support the tank, the liquid inside, and increase the strength of the secondary grouting structure. A water-stop steel plate 4 is welded to the outside of the side wall plate 3. The water-stop steel plate 4 is placed inside the tank to increase the resistance to liquid flow through the gap between the inner side of the tank wall and the secondary grouting, thereby improving the sealing effect and reducing the risk of leakage. Fastening angle steel 6 is used to connect and fix the side wall plate 3 to the tank foundation 1, and secondary grout 5 is poured, serving as a water-stop plate on the outer side of the tank wall and strengthening the stability of the tank. When welding the water-stop steel plate 4 to the side wall plate 3, a weld overlay protrusion 41 is welded at the weld joint to further enhance the welding stability of the water-stop steel plate 4 and the side wall plate 3. This prevents water seepage at the weld points. A through hole 61 is made in the inner wall of the fastening angle steel 6 to allow the fastening bolt 7 to pass through and be inserted into the tank foundation 1 for tightening. The tank foundation 1 also has matching holes inside. Tightening the fastening bolt 7 fixes the fastening angle steel 6 to the tank foundation 1. The other side of the fastening angle steel 6 is welded to the side wall plate 3, thus fixing the side wall plate 3 to the tank foundation 1. After the pre-embedded reinforcing bars 2, side wall plate 3, water-stop steel plate 4, fastening angle steel 6, and fastening bolt 7 are all installed, secondary grouting slurry 5 is poured into the tank foundation 1. This multi-layered structure enhances the stability of the tank, strengthens the stability and sealing of the tank after secondary grouting, and extends the service life of the tank.

[0020] It should be noted that, in this document, relational terms such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0021] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A bottomless waterproof device for an anaerobic reactor, comprising a tank foundation (1), characterized in that, Also includes: The embedded steel bars (2) are welded to the inner wall of the tank foundation (1) to improve the structural strength of the tank. The tank foundation (1) is provided with a side wall plate (3). A water-stop steel plate (4) is welded to the outside of the side wall plate (3). Secondary grouting slurry (5) is poured on the outside of the tank foundation (1). A fastening angle steel (6) is installed between the side wall plate (3) and the tank foundation (1). Fastening bolts (7) are provided inside the fastening angle steel (6).

2. The bottomless waterproof device for an anaerobic reactor according to claim 1, characterized in that: The connection between the waterstop steel plate (4) and the side wall plate (3) is welded with a weld overlay protrusion (41) to improve the welding stability of the waterstop steel plate (4) and the side wall plate (3).

3. The bottomless waterproof device for an anaerobic reactor according to claim 1, characterized in that: The inner wall of the fastening angle steel (6) is provided with a through hole (61) that is compatible with the fastening bolt (7), and the fastening bolt (7) passes through the through hole (61) and is fixed to the bottom of the tank body foundation (1).

4. The bottomless waterproof device for an anaerobic reactor according to claim 1, characterized in that: The bottom of the fastening angle steel (6) is in contact with the bottom of the tank body foundation (1), and the other side of the fastening angle steel (6) is welded and fixed to the side wall plate (3).

5. The bottomless waterproof device for an anaerobic reactor according to claim 1, characterized in that: The side wall panel (3), water-stop steel plate (4), fastening angle steel (6) and fastening bolt (7) are all poured inside the secondary grouting slurry (5).

6. The bottomless waterproof device for an anaerobic reactor according to claim 1, characterized in that: The pre-embedded steel bars (2) are arranged in multiple strands and are tied together with each other. The pre-embedded steel bars (2) are made of low alloy high strength steel with high strength and toughness.