CN220133641U - Reinforced bearing compression-resistant water tank - Google Patents
Reinforced bearing compression-resistant water tank Download PDFInfo
- Publication number
- CN220133641U CN220133641U CN202321387675.7U CN202321387675U CN220133641U CN 220133641 U CN220133641 U CN 220133641U CN 202321387675 U CN202321387675 U CN 202321387675U CN 220133641 U CN220133641 U CN 220133641U
- Authority
- CN
- China
- Prior art keywords
- pipe column
- bearing
- water tank
- column
- pool
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 31
- 230000006835 compression Effects 0.000 title claims abstract description 11
- 238000007906 compression Methods 0.000 title claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 55
- 230000002787 reinforcement Effects 0.000 claims abstract description 24
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 5
- 238000002791 soaking Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004512 die casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses an enhanced bearing compression-resistant water tank, which comprises a concrete foundation and a water tank top plate, wherein the concrete foundation and the water tank top plate are connected through a plurality of water tank side plates, and a containing cavity is defined by the concrete foundation, the water tank top plate and a plurality of water tank side plates; a plurality of bearing pipe columns are arranged in the accommodating cavity; the bearing pipe column comprises a first end and a second end which are oppositely arranged along the length direction of the bearing pipe column, and the first end of the bearing pipe column is fixedly connected with the concrete foundation; the second end of the bearing pipe column is abutted against the pool top plate; wherein, the bearing tubular column includes the tubular column, is provided with reinforced concrete column in the tubular column, and reinforced concrete column is provided with the framework of steel reinforcement that sets up along tubular column length direction and the first concrete layer of parcel framework of steel reinforcement. According to the utility model, through improving the bearing pipe column, not only can the bearing bending resistance performance of the bearing pipe column be greatly improved, but also the problem that the bearing pipe column is corroded and damaged due to long-time soaking in water, so that the top of the pool is collapsed can be overcome.
Description
Technical Field
The present utility model relates to a device for storing water, and more particularly to an enhanced load-bearing pressure-resistant sink.
Background
Along with the development of building industry in recent years, people improve the aesthetic idea of living environment, under the use function of not influencing greening or surface area, bury the concrete pond under the place frozen soil layer such as greenbelt, parking area, school playground, traditional concrete pond and water tank all adopt DN40 hot dip galvanized steel pipe as the bearing stand of pond resistance to compression, find in the implementation case that the pond corrodes under external force such as thick frozen soil layer gravity, flood season buoyancy, earthquake or long-term soaking water, hot dip galvanized pipeline easily causes corrosion, the stand loses bending resistance, lead to pond inner structure to bend and lose supporting force, the roof subsides to collapse, serious parking area upper vehicle falls into the pond, if collapse accident such as occurs in the maintenance, the result is serious. At present, the water supply design and construction field are difficult.
Disclosure of Invention
1. Technical problem to be solved by the utility model
The utility model aims to overcome the defects and provide the reinforced bearing compression-resistant water pool, and by adopting the technical scheme of the utility model, the structure is simple, the connection is convenient, the bearing bending-resistant performance of the bearing pipe column can be greatly improved by improving the bearing pipe column, and the problem that the top of the water pool is collapsed due to corrosion and damage of the bearing pipe column caused by long-time soaking in water can be overcome.
2. Technical proposal
In order to achieve the above purpose, the technical scheme provided by the utility model is as follows:
the utility model relates to an enhanced bearing compression-resistant water tank, which comprises a concrete foundation and a water tank top plate, wherein the concrete foundation and the water tank top plate are connected through a plurality of water tank side plates, and a containing cavity is defined by the concrete foundation, the water tank top plate and a plurality of water tank side plates; a plurality of bearing pipe columns are arranged in the accommodating cavity; the bearing pipe column comprises a first end and a second end which are oppositely arranged along the length direction of the bearing pipe column, and the first end of the bearing pipe column is fixedly connected with the concrete foundation; the second end of the bearing pipe column is propped against the pool top plate; the bearing pipe column comprises a pipe column, wherein a reinforced concrete column is arranged in the pipe column, and the reinforced concrete column is provided with a reinforcement cage and a first concrete layer, wherein the reinforcement cage is arranged along the length direction of the pipe column, and the first concrete layer is wrapped on the reinforcement cage.
Further, the pipe column is a stainless steel pipe or a hot dip galvanized pipe.
Still further, the reinforcement cage includes along the tubular column circumference a plurality of indulge muscle and along a plurality of stirrups of indulge muscle length direction interval arrangement, a plurality of indulge muscle with stirrup all links firmly.
Still further, the stirrup is circular or triangular or rectangular.
Further, the first end of the pipe column is fixedly connected with a connecting plate, and the connecting plate of the pipe column is connected with the concrete foundation through expansion bolts.
Further, the expansion bolt comprises a screw rod, an expansion sleeve sleeved on the screw rod, a nut, a gasket and a spring gasket, wherein the expansion sleeve is embedded in the concrete foundation; the screw rod passes through the connecting plate, the gasket and the spring gasket and then is connected with the nut.
Still further, the concrete foundation includes the reinforcing bar layer and parcel the second concrete layer of reinforcing bar layer, the longitudinal reinforcement of framework of steel reinforcement stretches into in the second concrete layer and links firmly with the reinforcing bar layer.
Furthermore, the pool top plate and the pool side plates are assembled by adopting pool templates.
Further, the pool template comprises a pressure receiving plate and four frames which are mutually perpendicular to the pressure receiving plate, wherein the pressure receiving plate is fixedly connected with the four frames, and the four frames are connected into a rectangular frame; the pool top plate is provided with a plurality of cross structures formed by frames of four adjacent pool templates, and the end face of the second end of the bearing pipe column is provided with a cross positioning groove which is clamped and fixed with the cross structures.
Further, the groove width of the cross positioning groove is 8mm, and the groove depth of the word positioning groove is 50mm.
3. Advantageous effects
Compared with the prior art, the technical scheme provided by the utility model has the following beneficial effects:
the reinforced load-bearing compression-resistant water pool uses the load-bearing pipe column to bear compression resistance, and because the load-bearing pipe column comprises the pipe column, the pipe column is internally provided with the reinforced concrete column, the load-bearing bending-resistant performance of the load-bearing pipe column is greatly improved, and in addition, because of the existence of the reinforced concrete column, the pipe column can be ensured to meet the safe load-bearing performance even if being corroded and damaged due to long-time soaking in water.
Drawings
FIG. 1 is a schematic view of a reinforced load-bearing pressure-resistant pool according to the present utility model;
FIG. 2 is a schematic diagram of the structure at A in FIG. 1;
FIG. 3 is a schematic view of a splice of four pond templates in an enhanced load-bearing compression pond of the present utility model;
FIG. 4 is a schematic view of the structure of a load-bearing pipe column in an enhanced load-bearing pressure-resistant pool according to the present utility model;
FIG. 5 is a schematic illustration of the connection of a load-bearing pipe string to a concrete foundation in an enhanced load-bearing pressure-resistant pond according to the present utility model;
FIG. 6 is a schematic diagram of the structure at B in FIG. 5;
fig. 7 is a schematic view of the structure in the direction C-C in fig. 5.
Reference numerals in the schematic drawings illustrate: 1. a concrete foundation; 1-1, a reinforcing steel bar layer; 1-2, a second concrete layer; 2. a pool top plate; 3. a pool side plate; 4. a load-bearing pipe column; 4-1, a tubular column; 4-2, a reinforcement cage; 4-2-1, longitudinal ribs; 4-2-2 parts of stirrups; 4-3, a first concrete layer; 4-4, a cross positioning groove; 5. an expansion bolt; 5-1, a screw rod; 5-2, expanding the sleeve; 5-3, nuts; 5-4, a gasket; 6. a pool template; 6-1, a pressure receiving plate; 6-2, a frame; 7. and (5) connecting a plate.
Detailed Description
For a further understanding of the present utility model, the present utility model will be described in detail with reference to the drawings and examples.
Examples
Referring to fig. 1 and 5, the reinforced load-bearing compression-resistant pool according to the present embodiment includes a concrete foundation 1 and a pool top plate 2, wherein the concrete foundation 1 and the pool top plate 2 are connected by a plurality of pool side plates 3, and a containing cavity is defined by the concrete foundation 1, the pool top plate 2 and the plurality of pool side plates 3; a plurality of bearing pipe columns 4 are arranged in the accommodating cavity; the bearing pipe column 4 comprises a first end and a second end which are oppositely arranged along the length direction of the bearing pipe column, and the first end of the bearing pipe column 4 is fixedly connected with the concrete foundation 1; the second end of the bearing pipe column 4 is abutted against the pool top plate 2; the bearing pipe column 4 comprises a pipe column 4-1, a reinforced concrete column is arranged in the pipe column 4-1, the reinforced concrete column comprises a reinforcement cage 4-2 arranged along the length direction of the pipe column 4-1 and a first concrete layer 4-3 wrapping the reinforcement cage 4-2, and the first concrete layer 4-3 is made of concrete with a grade above C30.
In the embodiment, the reinforced concrete column is formed in the pipe column 4-1, so that a professional vertical die casting process is not needed, the construction and the manufacture are simple and convenient, and the one-step molding is realized; in addition, the design of arranging the reinforced concrete column in the tubular column 4-1 greatly improves the bearing bending stress resistance, and the problems of collapse of the top of a pool and the like after the tubular column 4-1 is corroded and damaged due to long-time soaking in water are avoided, the whole service life of the equipment can be prolonged to 50 years, the construction of the bearing tubular column 4 is not influenced by seasons and climates, and the bearing tubular column 4 is convenient to install, has no potential safety hazard, is environment-friendly and saves energy; the load-bearing pipe column 4 is an ideal concrete pool load-bearing member with high strength and repeated use.
The connection mode of the heavy pipe column 4 and the concrete foundation 1 is as follows: and (3) on the basis without changing the original construction process, presetting a good tubular column 4-1 on the concrete foundation 1, setting the steel reinforcement framework 4-2 in the tubular column 4-1, directly filling concrete materials, vibrating and compacting to obtain a first concrete layer 4-3 wrapping the steel reinforcement framework 4-2.
In some embodiments, the tubing string 4-1 is a stainless steel tubing or a hot dip galvanized tubing, such that the tubing string 4-1 is not susceptible to corrosion, although the tubing string 4-1 may also be made of PVC material.
In some embodiments, referring to FIG. 7, the reinforcement cage 4-2 includes a plurality of longitudinal bars 4-2-1 circumferentially arranged along the pipe string 4-1 and a plurality of stirrups 4-2-2 spaced apart along the length of the longitudinal bars 4-2-1, the plurality of longitudinal bars 4-2-1 being fixedly attached to the stirrups 4-2-2, wherein the longitudinal bars 4-2-1 are round steel having a diameter of 8 mm; the diameters of the stirrups 4-2-2 are 6mm, and the distance between two adjacent stirrups 4-2-2 is 150mm; it should be noted that, the longitudinal bars 4-2-1 and the stirrups 4-2-2 may be fixed by welding or binding. In addition, the stirrup 4-2-2 is circular, triangular or rectangular, although other shapes are possible, as long as it can be fixedly connected with the longitudinal ribs 4-2-1.
In some embodiments, referring to fig. 5 and 6, a connection plate 7 is fixedly connected to a first end of the pipe column 4-1, and the connection plate 7 of the pipe column 4-1 is connected with the concrete foundation 1 through expansion bolts 5; the expansion bolt 5 comprises a screw 5-1, an expansion sleeve 5-2 sleeved on the screw 5-1, a nut 5-3, a gasket 5-4 and a spring gasket, wherein the expansion sleeve 5-2 is embedded in the concrete foundation 1; the screw 5-1 passes through the connecting plate 7, the gasket 5-4 and the spring gasket and then is connected with the nut 5-3; the expansion sleeve is preset in the concrete foundation 1, and then the pipe column 4-1 is pre-positioned and fixed, namely, the screw 5-1 passes through the connecting plate 7, the gasket 5-4 and the spring gasket and then is connected with the nut 5-3, and the pipe column 4-1 is convenient to connect with the concrete foundation 1.
Further, in order to make the connection between the load-bearing pipe column 4 and the concrete foundation 1 more stable, the concrete foundation 1 comprises a reinforcement layer 1-1 and a second concrete layer 1-2 wrapping the reinforcement layer 1-1, and the longitudinal ribs 4-2-1 of the reinforcement framework 4-2 extend into the second concrete layer 1-2 and are fixedly connected with the reinforcement layer 1-1, and from above, the load-bearing pipe column 4 is connected with the concrete foundation 1 not only through expansion bolts 5, but also through the reinforcement framework 4-2 inside the load-bearing pipe column 4, and is connected with the reinforcement layer 1-1 in the concrete foundation 1, so that the connection is more stable.
In some embodiments, the pool top plate 2 and the pool side plate 3 are assembled by adopting the pool template 6, so that the pool top plate 2 and the pool side plate 3 can be assembled on the construction site, the transportation is convenient, the site assembly is also convenient, the structure of the pool template 6 is not limited, as long as the pool top plate 2 or the pool side plate 3 can be formed after a plurality of pool templates 6 are spliced, and the pool top plate 2 and the pool side plate 3 can be assembled by adopting a bolt or the like, or can be directly welded. In addition, the pool top plate 2 and the pool side plate 3 may be made of concrete.
In this embodiment, referring to fig. 3, 4 and 2, the pool template 6 includes a pressure receiving plate 6-1 and four frames 6-2 perpendicular to the pressure receiving plate 6-1, where the pressure receiving plate 6-1 is fixedly connected to the four frames 6-2, and the four frames 6-2 are connected to form a rectangular frame, and the pressure receiving plate 6-1 may include a arch plate and a connecting frame for connecting the arch plate and the rectangular frame.
Further, in order to better position the pool top plate 2 and further facilitate the assembly of the pool top plate 2, a cross positioning groove 4-4 is formed in the end face of the second end of the bearing pipe column 4; the pool top plate 2 is provided with a plurality of cross structures formed by frames 6-2 of four adjacent pool templates 6, and the cross positioning grooves 4-4 are clamped with the cross structures; wherein the width of the cross positioning groove 4-4 is 8mm, and the depth of the word positioning groove 4-4 is 50mm. Of course, a linear positioning groove can be arranged on the second end face of the bearing pipe column 4, and the linear positioning groove is clamped with a linear structure formed by the frames 6-2 of two adjacent four pond templates 6.
The utility model and its embodiments have been described above by way of illustration and not limitation, and the utility model is illustrated in the accompanying drawings and described in the drawings in which the actual structure is not limited thereto. Therefore, if one of ordinary skill in the art is informed by this disclosure, the structural mode and the embodiments similar to the technical scheme are not creatively designed without departing from the gist of the present utility model.
Claims (10)
1. The utility model provides an reinforcing bearing resistance to compression pond which characterized in that: the water tank comprises a concrete foundation (1) and a water tank top plate (2), wherein the concrete foundation (1) and the water tank top plate (2) are connected through a plurality of water tank side plates (3), and a containing cavity is formed by enclosing the concrete foundation (1), the water tank top plate (2) and the plurality of water tank side plates (3); a plurality of bearing pipe columns (4) are arranged in the accommodating cavity; the bearing pipe column (4) comprises a first end and a second end which are oppositely arranged along the length direction of the bearing pipe column, and the first end of the bearing pipe column (4) is fixedly connected with the concrete foundation (1); the second end of the bearing pipe column (4) is abutted against the pool top plate (2); the bearing pipe column (4) comprises a pipe column (4-1), wherein a reinforced concrete column is arranged in the pipe column (4-1), and comprises a reinforcement cage (4-2) and a first concrete layer (4-3) wrapping the reinforcement cage (4-2), wherein the reinforcement cage (4-2) is arranged along the length direction of the pipe column (4-1).
2. An enhanced load bearing pressure resistant pond according to claim 1, wherein: the pipe column (4-1) is a stainless steel pipe or a hot dip galvanized pipe.
3. An enhanced load bearing pressure resistant pond according to claim 1, wherein: the steel reinforcement framework (4-2) comprises a plurality of longitudinal ribs (4-2-1) circumferentially arranged along the pipe column (4-1) and a plurality of stirrups (4-2-2) alternately arranged along the length direction of the longitudinal ribs (4-2-1), wherein the longitudinal ribs (4-2-1) are fixedly connected with the stirrups (4-2-2).
4. A reinforced load-bearing pressure-resistant pond according to claim 3, wherein: the stirrup (4-2-2) is round, triangular or rectangular.
5. An enhanced load bearing pressure resistant pond according to claim 1, wherein: the first end of the pipe column (4-1) is fixedly connected with a connecting plate (7), and the connecting plate (7) of the pipe column (4-1) is connected with the concrete foundation (1) through an expansion bolt (5).
6. An enhanced load bearing pressure resistant pond according to claim 5 wherein: the expansion bolt (5) comprises a screw (5-1), an expansion sleeve (5-2) sleeved on the screw (5-1), a nut (5-3), a gasket (5-4) and a spring gasket, wherein the expansion sleeve (5-2) is embedded in the concrete foundation (1); the screw rod (5-1) passes through the connecting plate (7), the gasket (5-4) and the spring gasket and then is connected with the nut (5-3).
7. A reinforced load-bearing pressure-resistant pond according to claim 3, wherein: the concrete foundation (1) comprises a reinforcing steel bar layer (1-1) and a second concrete layer (1-2) wrapping the reinforcing steel bar layer (1-1), and longitudinal ribs (4-2-1) of the reinforcing steel bar framework (4-2) extend into the second concrete layer (1-2) and are fixedly connected with the reinforcing steel bar layer (1-1).
8. An enhanced load bearing pressure resistant pond according to claim 1, wherein: the pool top plate (2) and the pool side plates (3) are assembled by adopting a pool template (6).
9. An enhanced load bearing pressure resistant pond according to claim 8, wherein: the pool template (6) comprises a pressure receiving plate (6-1) and four frames (6-2) which are mutually perpendicular to the pressure receiving plate (6-1), wherein the pressure receiving plate (6-1) is fixedly connected with the four frames (6-2), and the four frames (6-2) are connected into a rectangular frame; the pool top plate (2) is provided with a plurality of cross structures formed by frames (6-2) of four adjacent pool templates (6), and the second end face of the bearing pipe column (4) is provided with a cross positioning groove (4-4) which is clamped and fixed with the cross structures.
10. An enhanced load bearing pressure resistant pond according to claim 9, wherein: the groove width of the cross positioning groove (4-4) is 8mm, and the groove depth of the word positioning groove (4-4) is 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321387675.7U CN220133641U (en) | 2023-06-02 | 2023-06-02 | Reinforced bearing compression-resistant water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321387675.7U CN220133641U (en) | 2023-06-02 | 2023-06-02 | Reinforced bearing compression-resistant water tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220133641U true CN220133641U (en) | 2023-12-05 |
Family
ID=88948970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321387675.7U Active CN220133641U (en) | 2023-06-02 | 2023-06-02 | Reinforced bearing compression-resistant water tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220133641U (en) |
-
2023
- 2023-06-02 CN CN202321387675.7U patent/CN220133641U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201661009U (en) | Concrete-filled square steel tubular column | |
| CN111021234A (en) | Self-resetting circular steel tube restrained reinforced concrete pier externally-wrapped column base node | |
| CN202039377U (en) | Prestressed steel stranded wire-combined anchor bolt | |
| CN220133641U (en) | Reinforced bearing compression-resistant water tank | |
| CN102493476A (en) | Post-tensioned prestressing pier foundation structure | |
| CN104652430A (en) | Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof | |
| CN104452798B (en) | Offshore wind turbine foundation structure and equipment and construction method of offshore wind turbine foundation equipment | |
| CN214401388U (en) | FRP cable arch structure after optimizing | |
| CN201835439U (en) | Concrete column with steel pipe | |
| CN201902715U (en) | Liner column concrete pipe with prestressed pipe base | |
| CN214575669U (en) | Inclined cylindrical supporting structure system | |
| CN215168600U (en) | Steel pipe concrete combination formula tower section of thick bamboo | |
| CN211113669U (en) | Prestressed reinforced concrete breast wall pile | |
| CN204385762U (en) | A kind of Rock Bolt Foundation structure | |
| CN102027865B (en) | Environmental protection energy-saving type combined greenhouse | |
| CN202989765U (en) | Splicing type corrugated steel plate heel post | |
| CN202323991U (en) | Post-tensioned prestressing pier foundation structure | |
| CN215165613U (en) | Water-absorbing bamboo glue template structure | |
| CN116005889B (en) | Stainless steel thin tube built-in function recovery steel structure recycled concrete rectangular section short column | |
| CN204645826U (en) | A kind of assembling Air Filter braced structures | |
| CN220598504U (en) | Novel strengthen cantilever type retaining wall structure | |
| CN219910157U (en) | Combined constructional column structure | |
| CN210163927U (en) | Impervious wall leads wall and lays structure | |
| CN214784011U (en) | Foundation pit supporting stand column structure | |
| CN211776275U (en) | Bilateral vertical steel plate reinforced concrete bottom plate water treatment facilities that rolls over |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |