CN203514902U - Cylindrical water tank structure - Google Patents
Cylindrical water tank structure Download PDFInfo
- Publication number
- CN203514902U CN203514902U CN201320637991.5U CN201320637991U CN203514902U CN 203514902 U CN203514902 U CN 203514902U CN 201320637991 U CN201320637991 U CN 201320637991U CN 203514902 U CN203514902 U CN 203514902U
- Authority
- CN
- China
- Prior art keywords
- water tank
- support system
- cylindrical water
- cartridge type
- reinforcing ring
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 59
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 239000011152 fibreglass Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 5
- 230000005484 gravity Effects 0.000 abstract description 3
- 239000002657 fibrous material Substances 0.000 abstract 1
- 239000011521 glass Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
Images
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- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The utility model discloses a cylindrical water tank structure. The cylindrical water tank structure comprises a base and a support system fixed on the base; the key is that the cylindrical water tank is fixed inside the support system; a reinforcing ring is arranged on the outer wall of the cylindrical water tank and is connected to the support system through a connecting piece; the cylindrical water tank is made of a glass reinforced fiber material or a steel plate, and is formed by vertically connecting more than two cylinders. The cylindrical water tank of the cylindrical water tank structure is placed on the base, so that the gravity center is low; the cylindrical water tank bears an annular water pressure, and a wind load and an earthquake load are delivered to the support system through the reinforcing ring and the connecting piece, so that the stress is reasonable and explicit. The support system increases the lateral rigidity and improves the anti-wind and anti-earthquake capabilities, and a higher water tank with bigger capacity can be built.
Description
Technical field
The utility model relates to a kind of water tank.
Background technology
At civilian construction and industrial construction field, need to configure a large amount of water tanks.Conventional water tank props up cylinder by steel concrete and the inverted cone-shaped water tank on a cylinder forms.Steel concrete water tank props up cylinder and adopts form construction technology, and inverted cone-shaped water tank needs ground prefabricated, is promoted to a cylinder top installation in position, and form work engineering is complicated, long construction period.Because concrete easily ftractures, steel concrete water tank is generally not suitable for the Korrosionsmediums such as splendid attire seawater.Inverted cone-shaped water tank is born internal water pressure and wind load, and steel concrete water tank props up cylinder and bears horizontal loading and vertical load.Horizontal loading comprises wind load and seismic load, and vertical load comprises inverted cone-shaped water tank deadweight and water body deadweight.Larger because of the water body centroidal distance ground of storing, a cylinder and a cylinder basis are produced to tilting moment.
Along with the development of steel work technology, in engineering, also often adopt steel structure support to replace steel concrete to prop up cylinder, steel plate shell body structure replaces inverted cone-shaped water tank, but its general character is the top that water tank is placed on braced structures, center of gravity is higher.
Fiberglass reinforcement is the Inorganic Non-metallic Materials of excellent performance, corrosion-resistant, and heat resistance is strong, and tensile strength is high, often makes water tank, for splendid attire, has Korrosionsmedium.The fiberglass reinforcement water tank of application mostly is self-supporting at present, for attractive in appearance and enhancing cylindrical shell rigidity, sometimes along cylindrical shell short transverse, is being provided with stiffening rib.Self-supporting fiberglass reinforcement water tank, needs self to bear wind load and seismic load, therefore, and water tank water storage capacity and being highly restricted.
the content of utility model
The purpose of this utility model is to provide a kind of larger horizontal loading, water storage capacity cartridge type cisten mechanism strong, simple in structure of bearing.
To achieve these goals, by the following technical solutions: a kind of cartridge type cisten mechanism, comprise basis and be fixed on the support system on basis, it is characterized in that: cartridge type water tank is fixed on the inside of support system, wherein on the outer wall of cartridge type water tank, be provided with reinforcing ring, reinforcing ring is connected with support system by connector.
Described cartridge type water tank is made by fiberglass reinforcement material or steel plate, and vertically connects to form by plural cylindrical shell.
Described support system comprises four root posts, is provided with horizontal brace rod and interconnection bar between adjacent upright posts.
The beneficial effects of the utility model are: it is upper that the utility model is placed on basis, rather than the top of support system, reduced center of gravity.Cartridge type water tank hoop tension, energy balance internal water pressure, the high feature of performance Tensile strength.Support system lateral rigidity is large, and bearing capacity is large, can bear larger wind load and seismic load.
The utility model is simple in structure, and cartridge type water tank can take fiberglass reinforcement to be built in sections, and support system can adopt steel structural form.Assembling is convenient, changes simple.In addition, when cartridge type water tank is taked fiberglass reinforcement, the Korrosionsmediums such as splendid attire seawater can be used for, industrial circle engineering of water treatment can be extensively used.
Accompanying drawing explanation
Fig. 1 is the floor map of the utility model embodiment 1;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the concrete structure figure that cartridge type water tank is connected with support system.
In figure, 1 is cartridge type water tank, and 2 is reinforcing ring, and 3 is connector, and 4 is support system, and 5 is basis.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, but therefore the utility model is not limited among following concrete embodiment.
As shown in Figure 1, a kind of cartridge type cisten mechanism, comprises cartridge type water tank 1, reinforcing ring 2, connector 3, support system 4 and basis 5.Described cartridge type water tank 1 is placed on basis 5, and connector 3 one end are connected with the reinforcing ring 2 on cartridge type water tank 1, and the other end is connected with support system 4.Support system 4 comprises four root posts, is provided with horizontal brace rod and interconnection bar between adjacent column.The bottom of four root posts is connected with basis, to guarantee the stability of support system.
In the present embodiment, cartridge type water tank 1 adopts fiberglass reinforcement material to divide three sections to make, and is placed on basis 5, and reinforcing ring 2, connector 3 and support system 4 are steel structural form.
During work, cartridge type water tank 1 splendid attire water body, the vertical deadweight of water body is passed to basis 5 by cartridge type water tank 1 base plate.Cartridge type water tank 1 hoop tension, balance water body hoop water pressure.The wind load and the seismic load that act on cartridge type water tank 1, be collected to reinforcing ring 2, by connector 3, is passed to support system 4.
Cartridge type water tank 1 adopts fiberglass reinforcement material, corrosion-resistant and tensile strength is high, can splendid attire Korrosionsmedium and bear larger water pressure.Support system 4 is steel structural form, and lateral rigidity is large, can bear larger wind load and seismic load.The utility model has been given full play to material good characteristic, can build the cisten mechanism higher, capacity is larger.
Claims (3)
1. a cartridge type cisten mechanism, comprises basis and is fixed on the support system on basis, and it is characterized in that: cartridge type water tank is fixed on the inside of support system, wherein on the outer wall of cartridge type water tank, be provided with reinforcing ring, reinforcing ring is connected with support system by connector.
2. cartridge type cisten mechanism as claimed in claim 1, is characterized in that: described cartridge type water tank is made by fiberglass reinforcement material or steel plate, and vertically connects to form by plural cylindrical shell.
3. cartridge type cisten mechanism as claimed in claim 1 or 2, is characterized in that: described support system comprises four root posts, is provided with horizontal brace rod and interconnection bar between adjacent column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320637991.5U CN203514902U (en) | 2013-10-16 | 2013-10-16 | Cylindrical water tank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320637991.5U CN203514902U (en) | 2013-10-16 | 2013-10-16 | Cylindrical water tank structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203514902U true CN203514902U (en) | 2014-04-02 |
Family
ID=50373854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320637991.5U Expired - Lifetime CN203514902U (en) | 2013-10-16 | 2013-10-16 | Cylindrical water tank structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203514902U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105370079A (en) * | 2014-08-23 | 2016-03-02 | 黄华权 | Building and application of artificial large-scale steel reservoirs |
| CN108222628A (en) * | 2018-03-26 | 2018-06-29 | 郑州航空工业管理学院 | A kind of silo intercolumniation energy-consumption shock-absorption device |
-
2013
- 2013-10-16 CN CN201320637991.5U patent/CN203514902U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105370079A (en) * | 2014-08-23 | 2016-03-02 | 黄华权 | Building and application of artificial large-scale steel reservoirs |
| CN108222628A (en) * | 2018-03-26 | 2018-06-29 | 郑州航空工业管理学院 | A kind of silo intercolumniation energy-consumption shock-absorption device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140402 |