CN112922425A - Non-bottom bolt connection type water tank anti-leakage construction method - Google Patents
Non-bottom bolt connection type water tank anti-leakage construction method Download PDFInfo
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- CN112922425A CN112922425A CN202110313159.9A CN202110313159A CN112922425A CN 112922425 A CN112922425 A CN 112922425A CN 202110313159 A CN202110313159 A CN 202110313159A CN 112922425 A CN112922425 A CN 112922425A
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 12
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/38—Foundations for large tanks, e.g. oil tanks
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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Abstract
The invention relates to a construction method for preventing leakage of a bottomless bolt connection type water tank, which comprises the following steps of firstly pouring a concrete foundation with a concave grouting groove in the bolt connection type water tank; assembling bottom ring wall plates, smearing waterproof sealant at lap joints between the bottom ring wall plates and installing connecting bolts; when the bottom ring wall plate is assembled, a bottom angle steel ring is installed along the lower edge of the bottom ring wall plate, and waterproof sealant is smeared at the lap joint of the bottom ring wall plate and the bottom angle steel ring and a connecting bolt is installed; installing a thin sizing block between the bottom angle steel ring and the upper surface of the concrete of the concave grouting groove, and tightly pressing the angle steel fixing clamp on the bottom angle steel ring; a water stop is pasted above the connecting bolt of the bottom ring wall plate and the bottom angle steel ring; a circle of water stopping adhesive tape is stuck at the middle position of the inner side wall of the concave concrete grouting groove; and carrying out secondary grouting on the inner side of the tank wall and the outer side of the tank wall of the concave grouting tank by using concrete. The invention solves the sealing problem between the wall plate of the bottomless bolt connection type water tank bottom ring and the foundation, and avoids the leakage of the water tank foundation.
Description
Technical Field
The invention belongs to the field of storage tank equipment installation, and particularly relates to a bottomless bolt connection type water tank anti-leakage construction method.
Background
The traditional water tank is made of steel plates, and the tank bottom and the tank wall are welded. The steel storage tank has long construction period, high installation cost, poor corrosion prevention effect and short service cycle. With the development of science and technology, a large number of novel special organic plastics, inorganic composite materials and metal materials with non-metal coating layers on the surfaces are applied to water tank installation. These materials cannot be welded basically and are generally bolted or glued together. Bolt connection formula water pitcher is bottomless usually, and these novel materials surface is smooth simultaneously, directly adopt not having shrink pea gravel concreting, produce the infiltration problem easily. In view of the above problems, it is necessary to provide a construction method for preventing leakage of a bottomless bolt connection type water tank.
Disclosure of Invention
The invention aims to provide a bottomless bolt connection type water tank anti-leakage construction method, so that the problem of sealing between a bottomless bolt connection type water tank bottom ring wall plate and a foundation is solved, and leakage of a water tank foundation is avoided.
In order to achieve the purpose, the invention adopts the technical scheme that: a bottomless bolt connection type water tank leakage-proof construction method comprises the following steps:
pouring a concrete foundation with a concave grouting groove in a bolt connection type water tank;
assembling bottom ring wall plates, smearing waterproof sealant at lap joints between the bottom ring wall plates and installing connecting bolts;
step three, mounting a bottom angle ring along the lower edge of the bottom ring wall plate while assembling the bottom ring wall plate, smearing waterproof sealant at the lap joint of the bottom ring wall plate and the bottom angle ring and mounting a connecting bolt;
step four, after the bottom ring wall plate and the bottom angle steel ring are connected, a thin sizing block is arranged between the bottom angle steel ring and the upper surface of the concrete of the concave grouting groove and used for leveling the wall plate of the water tank;
step five, after the levelness of the bottom ring wall plate is qualified, pressing an angle steel fixing clamp on the horizontal edge of the bottom angle steel ring, and fixing the angle steel fixing clamp at the bottom of the concave grouting groove by using an expansion bolt so that the angle steel fixing clamp tightly presses the bottom angle steel ring;
step six, sticking a water stop belt above the connecting bolt of the bottom ring wall plate and the bottom angle steel ring;
step seven, sticking a circle of water stopping adhesive tape at the middle position of the inner side wall of the concrete concave grouting groove;
and step eight, after the water-stopping adhesive tape is installed, performing secondary grouting on one side inside the tank wall and one side outside the tank wall of the concave grouting tank by using concrete.
Further, in the first step, the concrete foundation with the concave grouting grooves comprises a concrete foundation, concave grouting grooves and polygonal concrete ring walls; the concave grouting groove is formed on the edge of the concrete foundation in an annular shape, and the polygonal concrete annular wall is constructed on the outer side of the concave grouting groove.
And further, before the second step is implemented, cleaning the concrete foundation and the concave grouting groove by using pressurized clean water, cleaning the concave grouting groove, and finally drying the flushing water in the concave grouting groove by using compressed air.
And further, before the second step is implemented, measuring the installation elevation of the bottom angle steel in the concave grouting groove by using a level gauge, and marking the inner side wall of the groove by rotating 30 degrees in the concave grouting groove along the clockwise direction for controlling the installation elevation of the wall plate of the water tank bottom ring.
Furthermore, in the fourth step, the thickness of the thin iron pad is 0.1 mm-1 mm, the number of each group of blocks is generally 2-12, and the thin iron pad is made of corrosion-resistant stainless steel; three groups of thin sizing blocks are arranged below each bottom ring wall plate.
Furthermore, in the sixth step, two circles of water stops are pasted above the connecting bolts of the bottom ring wall plate and the bottom angle steel ring, the upper circle is a bentonite water stop, and the lower circle is a water stop adhesive tape.
Further, in the eighth step, the concrete is fine aggregate concrete containing an anti-seepage agent and an expanding agent.
And further, after the water tank is installed, brushing waterproof paint on the upper surface of one side of the inner wall of the concave grouting tank and the surface of the basic leveling layer in the water tank.
The bottom ring wall plate leveling and fixing combined structure adopted by the invention can enhance the stability of the water tank, and mainly comprises the following components: the bottom angle steel ring is used for increasing the strength of the bottom ring wall plate; the thin iron pad is used for adjusting the levelness of the water tank; the angle steel fixing clip and the expansion bolt are used in a matched mode to fix the bottom angle steel ring and ensure the stability of the tank body. In addition, with bentonite waterstop and stagnant water sticky tape pasting jar wallboard and concave type grout groove lateral wall, basic concave type grout inslot carries out the secondary with the no shrink pea gravel concrete grout material that adds expanding agent and impervious agent, when there is the infiltration clearance water pitcher wallboard and pea gravel concrete grout layer, water seeps to the position of pasting the waterstop, begins the inflation after the waterstop absorbs water, extrudes the closely knit waterproof effect that plays in infiltration clearance, avoids the water pitcher basis to take place the seepage to a certain extent. And brushing waterproof paint on the base layer in the tank.
In conclusion, the water tank foundation has the characteristics that the bottom ring wall plate is firmly fixed, the tank body is not easy to shift during grouting, the water stop belt absorbs water to expand and can effectively block leakage gaps, the problem of sealing the bottom ring wall plate of the bottomless bolt connection type water tank and the foundation is solved, and the water tank foundation is prevented from leaking. The construction method also has the advantages of easily obtained construction materials, simple operation steps and obvious anti-leakage effect.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate exemplary embodiments of the invention and, together with the description, serve to explain the invention and not to limit the invention.
FIG. 1 is a top view of a bolted water tank foundation;
FIG. 2 is a cross-sectional view of the foundation of the bolted water tank;
FIG. 3 is a schematic view of the connection of the bottom ring wall plate and the bottom ring wall plate;
FIG. 4 is a schematic view of the connection of the bottom ring wall plate and the bottom angle steel;
FIG. 5 is a schematic view of the installation of the leveling and fixing bottom angle steel ring;
FIG. 6 is a schematic view of the installation of the water stopping tape;
FIG. 7 is a schematic view of the concave grouting tank after filling of non-shrinkage fine aggregate concrete;
FIG. 8 is a schematic view of the base coating of the can with a water repellant coating.
In the figure, 1-concrete foundation, 2-concave grouting groove, 3-polygonal concrete ring wall, 4-bottom ring wall plate, 5-bottom angle steel ring, 6-expansion bolt, 7-connecting bolt, 8-nut protective cap, 9-waterproof sealant, 10-bentonite water stop, 11-water stop adhesive tape, 12-thin sizing block, 13-angle steel fixing clip, 14-waterproof coating, 15-nut, 2-1-outer side of tank wall and 2-inner side of tank wall.
Detailed Description
In order that those skilled in the art will better understand the present invention, a more complete and complete description of the present invention is provided below in conjunction with the accompanying drawings and embodiments. In addition, the features of the embodiments and examples in the present application may be combined with each other without conflict.
The invention provides a mounting method of a bottomless bolt connection type water tank anti-leakage structure, which comprises the following process flows of: pouring a concrete foundation with a concave grouting groove, cleaning the concave grouting groove, assembling a bottom ring wall plate, assembling the bottom ring wall plate and a bottom angle steel ring, installing a thin sizing block, leveling and aligning the bottom ring wall plate, installing an angle steel fixing clamp, fastening an expansion bolt, installing a tank body (comprising a wall plate and a top plate), sticking a water-stop adhesive tape, grouting the concave groove, integrally coating waterproof paint on the foundation, and performing a water tank injection test.
The embodiment aims at the bottomless bolt connection type water tank, and further optimizes the construction method of the bottomless water tank, so that the construction method has the advantages of firm bottom ring wall plate, difficult deformation of the tank body during grouting and obviously enhanced anti-seepage effect. The problem of leakage of the contact surface of the water tank bottom ring wallboard connected by the bottomless bolt and the fine stone concrete in the concave grouting groove is solved.
The invention provides a bottomless bolt connection type water tank anti-leakage construction method in a typical embodiment.
Step one, pouring a concrete foundation with a bolt connection type water tank and a concave grouting groove, as shown in figure 1. Relatively specifically, the concrete foundation with the concave grouting groove comprises a concrete foundation 1, a concave grouting groove 2 and a polygonal concrete annular wall 3; the concave grouting groove 2 is formed at the edge of the concrete foundation 1 in an annular shape, and the polygonal concrete annular wall 3 is constructed outside the concave grouting groove 2.
The concrete poured surface layer needs to be smoothed and polished. The concrete concave grouting groove 2 is used for placing the lap joint area of the water tank bottom ring wall plate 4 and the bottom angle steel ring 5. The size of the concrete concave grouting groove 2 is determined according to the size of a water tank, the burial depth of the bottom ring wall plate 4, the specification of the bottom angle steel ring 5 and the specification of the expansion bolt 6. The polygonal concrete ring wall 3 is generally 6-18-sided according to the size and design requirements of the water tank. Typically, 100m3～500m3The water tank adopts a regular hexagon of 500m3～1000m3The water tank adopts octagon, 1000m3～3000m3The water tank adopts a regular twelve-way deformation, and the concrete annular wall can also adopt a circular annular wall.
And step two, assembling the bottom ring wall plates 4, smearing waterproof sealant 9 at the lap joints between the bottom ring wall plates 4 and installing connecting bolts 7.
Before assembling the bottom ring wall plate 4, the bolt connection type water tank concrete foundation 1 and the concave grouting groove 2 are washed by clean water with pressure, then the construction waste in the concave grouting groove 2 is cleaned, and finally the washing water in the concave grouting groove 2 is dried by compressed air, as shown in fig. 2. Saw-dust, concrete particle clean up in with concave type grout groove to clean up with clean water, sweep totally with compressed air, the inslot impurity clearance is not clean to the purpose is guaranteed the accuracy of water pitcher installation elevation measurement and is accomplished with the foundation ring wallboard installation back and is influenced grouting quality.
Then, measure the installation elevation of bottom angle steel ring 5 in concave grout groove 2 with the surveyor's level, along clockwise in concave grout groove 2, make the mark at concave grout groove 2 inside wall every 30 degrees of rotations for the control of water pitcher bottom ring wallboard 4 installation elevation. The installation elevation of the bottom angle steel marked on the inner side wall of the concave grouting groove is beneficial to quickly leveling the upper edge of the wall plate. The rotation angle of the water tank is determined according to the size of the water tank along the clockwise direction in the tank. The larger the diameter of the water tank is, the smaller the rotation angle is, and the number of the positions marked with the marks is large.
The orientation of the spout is determined prior to installation of the base ring panel 4. Then in the clockwise direction, assembly of the foundation ring wall panels 4 is started. And (3) smearing waterproof sealant 9 at the lap joint of the bottom ring wall plate 4 and the bottom ring wall plate 4, installing and fastening the connecting bolt 7, and covering one side of the nut 15 with a nut protective cap 8, as shown in fig. 3. Painting waterproof sealant is one of the key technologies for installing the whole water tank. The waterproof sealant is mainly used for sticking plastics, metal materials and metal materials containing a coating, has the advantages of firm sticking, long weather resistance, oxidation resistance and long service life, and is preferably a Sikaflex (Swiss) waterproof polyurethane bonding sealant.
Step three, assembling the foundation ring wall plate 4, installing a bottom angle steel ring 5 along the lower edge of the foundation ring wall plate 4, smearing waterproof sealant 9 at the lap joint of the foundation ring wall plate 4 and the bottom angle steel ring 5, and installing a connecting bolt 7.
The foundation ring steel plate is ensured to be intact, the surfaces around the bolt holes are clean, then the foundation ring steel plate is placed on an assembly platform and coated with waterproof sealant, and the foundation ring wall plate 4 and the bottom angle steel ring 5 with the corresponding bolt holes are connected through the connecting bolts 7. The bottom angle steel ring 5 is arranged on the outer side of the bottom ring wall plate 4, one side of the bottom angle steel ring 5 is tightly attached to the bottom ring wall plate 4, the other side of the bottom angle steel ring is parallel to the concrete surface in the concave grouting groove 2, and the bottom ring wall plate 4 and the bottom angle steel ring are arranged as shown in figure 4. One end of the connecting bolt 7 is provided with a nut 15 and a nut protective cap 8.
The bottom angle steel ring 5 is composed of angle steels with fixed quantity, each bottom angle steel is connected with two bottom ring wall plates, the bottom angle steels are connected by angle steel short sections with the same specification, and the length of each short section is generally 300-600 mm. The specification of the bottom angle steel is selected according to the size of the tank body, and the specification generally selects < 50 x 6mm to < 100 x 10 mm. The bottom angle steel can be made of cast iron, carbon steel and stainless steel. The angle steel has 3 hole sites with short distance at the position of the longitudinal seam of the plate, and one angle steel is connected with two bottom ring wall plates 4, as shown in figure 5. The bottom angle steels 60 and 60 are connected by connecting angle steels 60 and 6 with the length L =480mm, and are used for reinforcing the bottom angle steel ring.
The nut protective cap has the function of preventing the nut from rusting and simultaneously increasing the attractiveness of the outer surface of the water tank. The nut protective cap has the function of preventing the nut from rusting and simultaneously increasing the attractiveness of the outer surface of the water tank.
The waterproof sealant is selected according to the material of the tank body, and the waterproof sealant 9 is coated at the lap joint of the bottom ring wall plate 4 and the bottom angle steel ring 5, and the bottom ring wall plate 4.
And step four, after the bottom ring wall plate 4 is connected with the bottom angle steel ring 5, installing a thin sizing block 12 between the bottom angle steel ring 5 and the concrete upper surface of the concave grouting groove 2 for leveling the wall plate of the water tank.
The bottom angle steel is adjusted according to the drawing design elevation, then the arc degree of the first belt plate is controlled through the circle center, the plate arc degree, the levelness and the elevation of the first ring are repeatedly checked for multiple times, and the drawing design requirement is met.
The thickness of the thin iron pad is 0.1-1 mm, the number of each group of iron pads is 2-12, and the thin iron pad is made of corrosion-resistant stainless steel; three groups of thin sizing blocks are arranged below each bottom ring wall plate.
And step five, after the levelness of the bottom ring wall plate 4 is qualified, pressing the angle steel fixing clamp 13 on the horizontal edge of the bottom angle steel ring 5, and fixing the angle steel fixing clamp 13 at the bottom of the concave grouting groove 2 by using the expansion bolt 6, so that the angle steel fixing clamp 13 tightly presses the bottom angle steel ring 5.
The angle steel fixing clip 13 generally adopts inequilateral angle steel, and a hole for installing the expansion bolt 6 is arranged on the long edge. The expansion bolts are generally M20-M26, the length of the expansion bolts is determined according to the depth of a foundation groove, and the angle steel fixing clips 13 are used for pressing the bottom angle steel ring 5. The lower part in the concave grouting groove 2 is set to be a reinforcement-free area, so that the expansion bolt 6 can be conveniently installed. Each bottom ring wall plate 4 has three sets of fixing members consisting of angle steel fixing clips 13 and expansion bolts 6, as shown in fig. 6.
Installation of the tank body: according to the storage tank normal installation construction method, other circles of tank wall plates, top ring tank walls and edge-covered angle steel, edge-covered angle steel and a tank top, tank top installation, connecting pipe installation and ladder railing platform installation are carried out.
And step six, sticking a water stop belt above the connecting bolt 7 of the bottom ring wall plate 4 and the bottom angle steel ring 5.
Before the water stop tape is pasted, the sealing plaster, the water vapor and the dust on the bottom ring wall plate are cleaned by dry cotton cloth. In a preferred embodiment, two circles of water stop tapes are adhered to the inner wall of the bottom circle wall plate in the concave grouting groove 2, the upper circle is a bentonite-containing rubber water stop tape, namely a bentonite water stop tape 10, and the lower circle is a water stop tape 11, as shown in fig. 5.
And step seven, sticking a circle of water stopping adhesive tape 11 at the middle position of the inner side wall of the concrete concave grouting groove 2.
Relatively specifically, be clean up concrete concave type grout inslot lateral wall with dry cotton, then paste round stagnant water sticky tape 11 along the inslot lateral wall from the position of tank bottom distance half, as shown in fig. 5 and 6, prevent that there is the infiltration passageway with basis, board after the foundation trench secondary grout to avoid appearing the seepage phenomenon.
In the sixth step and the seventh step, the waterproof principle of the bentonite waterstop 10 is that bentonite particles in the adhesive tape expand when encountering water, so that the bentonite waterstop is extruded and compacted between the tank wall and the concrete to play a waterproof role. Similarly, the water-stopping adhesive tape is a novel waterproof material with self-adhesive property, which is synthesized by high polymer, inorganic water-absorbing expansion material, rubber and auxiliary agent. The water-stopping adhesive tape is tightly mixed with concrete and the wall of the tank after water absorption and expansion, so that a water seepage channel is blocked, and a water-stopping effect is achieved. The joint form between the water stop adhesive tapes comprises lap joint, butt joint and composite joint. The rubber waterstop is installed on the tank wall and the side wall of the concrete foundation by generally adopting bonding, fixture fixing and template fixing.
With bentonite waterstop and stagnant water sticky tape pasting jar bottom circle wallboard and concave type grout groove lateral wall, when the water pitcher wallboard had the infiltration clearance with the pea gravel concreten grout blanket, water seeped to the position of pasting the waterstop, and the waterstop begins the inflation after absorbing water, will seep water the closely knit waterproof effect that plays of space extrusion, avoids the water pitcher basis to take place the seepage to a certain extent.
And step eight, after the water-stopping adhesive tape 11 is installed, performing secondary grouting on the inner side 2-2 of the tank wall and the outer side 2-1 of the tank wall of the concave grouting tank by using concrete.
More specifically, after the waterproof tape 11 is installed for half an hour, the inner side 2-2 and the outer side 2-1 of the tank wall of the concave grouting tank 2 are secondarily grouted and maintained by non-shrinkage fine aggregate concrete containing an impermeable agent and an expanding agent, as shown in fig. 7. After the water tank is installed, the upper surface of one side in the tank of the concave grouting tank and the surface of the basic leveling layer are coated with waterproof paint to form a waterproof coating 14, as shown in fig. 8.
In the secondary grouting process, whether the water-stopping adhesive tape falls off or not is noticed at all times, and if the water-stopping adhesive tape falls off, the falling off adhesive tape is cut off and replaced by a new one. Meanwhile, the water-stopping adhesive tape is completely buried by the non-shrinkage fine aggregate concrete. In the process of positioning the water-stop adhesive tape and tamping concrete, attention should be paid to the positioning method and the tamping pressure so as not to damage the adhesive tape.
After the bolt connection type water tank is installed, a water injection test is carried out to check the tightness of the tank bottom, the strength and tightness of the tank wall and the observation record of foundation settlement, and the test time is 48 hours.
The scope of the invention is not limited to the above embodiments, and various modifications and changes may be made by those skilled in the art, and any modifications, improvements and equivalents within the spirit and principle of the invention should be included in the scope of the invention.
Claims (8)
1. A bottomless bolt connection type water tank leakage-proof construction method is characterized by comprising the following steps:
pouring a concrete foundation with a concave grouting groove in a bolt connection type water tank;
assembling bottom ring wall plates, smearing waterproof sealant at lap joints between the bottom ring wall plates and installing connecting bolts;
step three, mounting a bottom angle ring along the lower edge of the bottom ring wall plate while assembling the bottom ring wall plate, smearing waterproof sealant at the lap joint of the bottom ring wall plate and the bottom angle ring and mounting a connecting bolt;
step four, after the bottom ring wall plate and the bottom angle steel ring are connected, a thin sizing block is arranged between the bottom angle steel ring and the upper surface of the concrete of the concave grouting groove and used for leveling the wall plate of the water tank;
step five, after the levelness of the bottom ring wall plate is qualified, pressing an angle steel fixing clamp on the horizontal edge of the bottom angle steel ring, and fixing the angle steel fixing clamp at the bottom of the concave grouting groove by using an expansion bolt so that the angle steel fixing clamp tightly presses the bottom angle steel ring;
step six, sticking a water stop belt above the connecting bolt of the bottom ring wall plate and the bottom angle steel ring;
step seven, sticking a circle of water stopping adhesive tape at the middle position of the inner side wall of the concrete concave grouting groove;
and step eight, after the water-stopping adhesive tape is installed, performing secondary grouting on one side inside the tank wall and one side outside the tank wall of the concave grouting tank by using concrete.
2. The method of claim 1, wherein: in the first step, the concrete foundation with the concave grouting grooves comprises a concrete foundation, concave grouting grooves and polygonal concrete ring walls; the concave grouting groove is formed on the edge of the concrete foundation in an annular shape, and the polygonal concrete annular wall is constructed on the outer side of the concave grouting groove.
3. The method of claim 2, wherein: and before the second step is implemented, washing the concrete foundation and the concave grouting groove by using pressurized clean water, cleaning the concave grouting groove, and finally blowing the washing water in the concave grouting groove by using compressed air.
4. A method according to claim 1 or 3, characterized in that: and before the second step is implemented, measuring the installation elevation of the bottom angle steel in the concave grouting groove by using a level gauge, and marking the inner side wall of the groove by rotating 30 degrees in the concave grouting groove along the clockwise direction for controlling the installation elevation of the water tank bottom ring wall plate.
5. The method of claim 4, wherein: in the fourth step, the thickness of the thin iron gasket is 0.1 mm-1 mm, the number of each group of blocks is generally 2-12, and the thin iron gasket is made of corrosion-resistant stainless steel; three groups of thin sizing blocks are arranged below each bottom ring wall plate.
6. The method of claim 5, wherein: and step six, adhering two circles of water stop belts above the connecting bolts of the bottom ring wall plate and the bottom angle steel ring, wherein the upper circle is a bentonite water stop belt, and the lower circle is a water stop adhesive tape.
7. The method of claim 6, wherein: and step eight, the concrete is fine aggregate concrete containing a seepage-proofing agent and an expanding agent.
8. The method of claim 7, wherein: and after the water tank is installed, coating waterproof paint on the upper surface of one side of the inner wall of the concave grouting tank and the surface of the basic leveling layer in the water tank.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110313159.9A CN112922425B (en) | 2021-03-24 | 2021-03-24 | Non-bottom bolt connection type water tank anti-leakage construction method |
| PCT/CN2022/080719 WO2022199415A1 (en) | 2021-03-24 | 2022-03-14 | Anti-leakage construction method for bottomless bolt connection type water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110313159.9A CN112922425B (en) | 2021-03-24 | 2021-03-24 | Non-bottom bolt connection type water tank anti-leakage construction method |
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| Publication Number | Publication Date |
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| CN112922425A true CN112922425A (en) | 2021-06-08 |
| CN112922425B CN112922425B (en) | 2022-07-01 |
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| CN202110313159.9A Active CN112922425B (en) | 2021-03-24 | 2021-03-24 | Non-bottom bolt connection type water tank anti-leakage construction method |
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| Country | Link |
|---|---|
| CN (1) | CN112922425B (en) |
| WO (1) | WO2022199415A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114960728A (en) * | 2022-06-22 | 2022-08-30 | 江苏京源环保股份有限公司 | Steel barrel and concrete bottom surface sealing connection structure |
| WO2022199415A1 (en) * | 2021-03-24 | 2022-09-29 | 中化二建集团有限公司 | Anti-leakage construction method for bottomless bolt connection type water tank |
| CN119059125A (en) * | 2024-11-05 | 2024-12-03 | 新乡舒曼罐体设备有限公司 | A modular assembled embedded tank and construction method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120943501B (en) * | 2025-10-16 | 2026-03-10 | 中铁隧道集团二处有限公司 | A High-Efficiency, Green, Zero-Discharge Construction Method for Slurry Shield Tunneling |
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- 2021-03-24 CN CN202110313159.9A patent/CN112922425B/en active Active
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| US3833944A (en) * | 1973-05-24 | 1974-09-10 | Amoy Res And Dev Co | Fluid containing structure |
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| EP2409936A1 (en) * | 2010-07-20 | 2012-01-25 | Avasco Industries N.V. | Water tank and method for constructing such a tank |
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| WO2022199415A1 (en) * | 2021-03-24 | 2022-09-29 | 中化二建集团有限公司 | Anti-leakage construction method for bottomless bolt connection type water tank |
| CN114960728A (en) * | 2022-06-22 | 2022-08-30 | 江苏京源环保股份有限公司 | Steel barrel and concrete bottom surface sealing connection structure |
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| CN119059125A (en) * | 2024-11-05 | 2024-12-03 | 新乡舒曼罐体设备有限公司 | A modular assembled embedded tank and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2022199415A1 (en) | 2022-09-29 |
| CN112922425B (en) | 2022-07-01 |
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