CN202108299U - Segmented assembled water tank tower with adjustable height - Google Patents
Segmented assembled water tank tower with adjustable height Download PDFInfo
- Publication number
- CN202108299U CN202108299U CN 201120154183 CN201120154183U CN202108299U CN 202108299 U CN202108299 U CN 202108299U CN 201120154183 CN201120154183 CN 201120154183 CN 201120154183 U CN201120154183 U CN 201120154183U CN 202108299 U CN202108299 U CN 202108299U
- Authority
- CN
- China
- Prior art keywords
- water tank
- pylon
- tower
- standard knot
- top layer
- 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 - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a segmented assembled water tank tower with an adjustable height, which is characterized in that steel plate subassemblies are pre-buried in a bottom concrete foundation to form a tower foundation; a tower body arranged on the tower foundation is formed by assembling a bottom-layer tower standard segment, an upper-layer tower standard segment and a top-layer adjusting segment along the height of the tower; the top-layer adjusting segment consists of upright posts uprightly positioned at the positions of four corners; the different heights of the upright posts are respectively provided with pin mounting holes; a water tank base used for placing a water tank has a plane truss structure; and the water tank base is sleeved on the upright posts of the top-layer adjusting segment by using external-end sleeves and is further fixed by mounting pins through the pin mounting holes on the upright posts. The water tank tower provided by the utility model is assembled in a segmented way; the construction is quick; the structural stability is strong; and due to the repeated utilizability of a steel structure, the waste of a raw material can be avoided effectively.
Description
Technical field
The utility model relates to tank tower, a kind of tank tower that is particularly suited for being applied in the job site, to guarantee that construction water is pressed of more specifically saying so.
Background technology
Overwhelming majority engineering construction is to construct in the open air; One big difference of field construction and municipal construction is to adopt city tap-water to supply water when being municipal construction; And field construction need be dug place's well at the scene; From well, draw water to the water supply water tower, need keep the certain hydraulic pressure of water in the water tower simultaneously.
In the prior art, be applied in the water tower in the engineering construction, its tank tower normally adopts concrete foundation and full masonry walls body, and there is following problem in this form of structure in practice of construction:
1, the work progress of full masonry walls body comprises: basic formwork erection, base concrete construction and pre-buried wall body connecting reinforcement, concrete curing, form removal, segmentation masonry wall body, water tank base are set up etc.; Manufacturing process takes a lot of work, time-consuming; Cycle is long, and masonry walls body verticality is difficult to control;
2, full masonry walls dismantle big, cost of dismantling and freight height in man-hour when the later stage reclaims in the place;
3, masonry walls body construction quality is difficult to control, and wall body building construction causes structural stability poor after too high, has great potential safety hazard.
The utility model content
The utility model is for avoiding above-mentioned existing in prior technology weak point, a kind of adjustable for height segmented assembled water tank pylon being provided, to simplify work progress, useless, the increase structural stability of the raw-material consumption of minimizing.
The utility model technical solution problem adopts following technical scheme:
The design feature of the adjustable for height segmented assembled water tank pylon of the utility model is: the pre-embedded steel slab composite member constitutes tower foundation in the concrete foundation of bottom; Be arranged on pylon body on the tower foundation and be by bottom pylon standard knot, upper strata pylon standard knot and top layer adjustment joint along assembled on the height of pylon; Said top layer adjustment joint is to be made up of upright each column that is on the corner location, on the differing heights of said column, is respectively arranged with pinned hole; The water tank base that is used to place water tank is a truss structural, and said water tank base is to be contained on the column of top layer adjustment joint with the outer end casing pipe sleeve, and fixes to wear pin through pinned hole on the column; Said bottom pylon standard knot and upper strata pylon standard knot are space truss structure.
The design feature of the adjustable for height segmented assembled water tank pylon of the utility model also is between said bottom pylon standard knot and the pre-embedded steel slab composite member, between said bottom pylon standard knot and upper strata pylon standard knot, and between said upper strata pylon standard knot and top layer adjustment joint, adopts flange to be connected.
Compared with present technology, the utility model beneficial effect is embodied in:
1, the utility model adopts the Steel Space Truss structure, has significantly reduced the use amount of brick, and the form of structure of its assembly unit has been simplified production process greatly, and quick construction is convenient, effectively the reduction of erection time;
2, the utility model water tank height can be done suitably adjustment according to field requirement in installation process, and the standardization that helps each structural member is made;
3, the removable form of structure of the utility model makes and after construction finishes, can be recovered utilization fully;
4, the utility model spatial steel purlin structure and steel purlin, plane structure is equipped with effective whole stiffness of pylon and stability of having guaranteed.
Description of drawings
Fig. 1 is the utility model structural representation;
Label among the figure: 1 bottom concrete foundation; 2 pre-embedded steel slab composite membeies; 31 bottom pylon standard knots; 32 upper strata pylon standard knots; 4 water tank bases; 5 water tanks; 6 top layers adjustment joint; 7 wear pin.
The specific embodiment
Referring to Fig. 1; Present embodiment is that pre-embedded steel slab composite member 2 constitutes tower foundations in bottom concrete foundation 1, is arranged on pylon body on the tower foundation and is by bottom pylon standard knot 31, upper strata pylon standard knot 32 and top layer adjustment joint 6 along assembled on the height of pylon;
Shown in Figure 1, top layer adjustment joint 6 is to be made up of upright each column that is on the corner location, on the differing heights of column, is respectively arranged with pinned hole; The water tank base 4 that is used to place water tank 5 is truss structural, and water tank base 4 is to be contained on the column of top layer adjustment joint 6 with the outer end casing pipe sleeve, and fixing to wear pin 7 through pinned hole on the column; Bottom pylon standard knot 31 all is set to space truss structure with upper strata pylon standard knot 32.
In the practical implementation; Between bottom pylon standard knot 31 and the pre-embedded steel slab composite member 2, between bottom pylon standard knot 31 and upper strata pylon standard knot 32; And between upper strata pylon standard knot 32 and top layer adjustment joint 6, adopting flange to be connected, the form of flange connection makes disassembly process more convenient.
Be the firm degree of an assurance total, the bottom pylon standard knot 31 of Steel Space Truss structure adopts the integral solder structures with upper strata pylon standard knot 32, and the height of each pylon standard knot is set to 3.5m.
Work progress:
1, at first presses the construction that usual manner is accomplished water tower concrete foundation 1; And in water tower basis 1, pre-embedded steel slab composite member 2 is set; When construction, wrapped up the bolt silk mouth of pre-embedded steel slab composite member 2; And the planeness of the steel plate on the requirement assurance pre-embedded steel slab composite member 2, four jiaos of discrepancy in elevation must not be greater than 2mm;
2, adopt the bolt double nut of M20 to fix between pre-embedded steel slab composite member 2 and the bottom pylon standard knot 31; And by joint upper strata pylon standard knot 32 and top layer adjustment joint 6 are installed from lower to upper; On top layer adjustment joint 6, water tank base 4 is installed with the form of encapsulation; Regulating tank base 4 is adjusted on the required height, utilizes the pinned hole on the top layer adjustment joint 6 to be fixedly connected to wear pin;
3, on lifting water tank 5 to the water tank base 4, water tank is installed firmly and is promptly accomplished.
Claims (2)
1. adjustable for height segmented assembled water tank pylon; It is characterized in that pre-embedded steel slab composite member (2) constitutes tower foundation in bottom concrete foundation (1); Be arranged on pylon body on the tower foundation and be by bottom pylon standard knot (31), upper strata pylon standard knot (32) and top layer adjustment joint (6) along assembled on the height of pylon; Said top layer adjustment joint (6) is to be made up of upright each column that is on the corner location, on the differing heights of said column, is respectively arranged with pinned hole; The water tank base (4) that is used to place water tank (5) is a truss structural, and said water tank base (4) is to be contained on the column of top layer adjustment joint (6) with the outer end casing pipe sleeve, and fixing to wear pin (7) through pinned hole on the column; Said bottom pylon standard knot (31) and upper strata pylon standard knot (31) are space truss structure.
2. adjustable for height segmented assembled water tank pylon according to claim 1; It is characterized in that between said bottom pylon standard knot (31) and the pre-embedded steel slab composite member (2), between said bottom pylon standard knot (31) and upper strata pylon standard knot (32), and between said upper strata pylon standard knot (32) and top layer adjustment joint (6), adopt flange to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120154183 CN202108299U (en) | 2011-05-16 | 2011-05-16 | Segmented assembled water tank tower with adjustable height |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120154183 CN202108299U (en) | 2011-05-16 | 2011-05-16 | Segmented assembled water tank tower with adjustable height |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202108299U true CN202108299U (en) | 2012-01-11 |
Family
ID=45433735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120154183 Expired - Fee Related CN202108299U (en) | 2011-05-16 | 2011-05-16 | Segmented assembled water tank tower with adjustable height |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202108299U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503558A (en) * | 2017-08-30 | 2017-12-22 | 重庆标王机械设备有限公司 | A kind of steel construction tower body standard knot of combined tower |
| CN111705811A (en) * | 2020-06-30 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Support dismantling device, system and method |
| CN114182822A (en) * | 2021-12-06 | 2022-03-15 | 苏州科技大学 | Groove type basic module unit, error adjusting unit and truss formed by groove type basic module unit and error adjusting unit |
-
2011
- 2011-05-16 CN CN 201120154183 patent/CN202108299U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503558A (en) * | 2017-08-30 | 2017-12-22 | 重庆标王机械设备有限公司 | A kind of steel construction tower body standard knot of combined tower |
| CN111705811A (en) * | 2020-06-30 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Support dismantling device, system and method |
| CN114182822A (en) * | 2021-12-06 | 2022-03-15 | 苏州科技大学 | Groove type basic module unit, error adjusting unit and truss formed by groove type basic module unit and error adjusting unit |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203296175U (en) | Rectangular steel pipe column assembly type column foot | |
| CN210507142U (en) | Positioning adjustment device for concrete assembled bridge pier | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN104790676A (en) | Rapid leveling and alignment device and method for installation of prefabricated wallboards | |
| CN205955067U (en) | Prefabricated coincide wallboard of outband moulding | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN106438213A (en) | Tower drum used for wind driven generator | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel | |
| CN114263275B (en) | Construction method for same-layer construction of high-rise assembled steel structure-core tube | |
| CN103572834A (en) | Large-span arch structure and construction method thereof | |
| CN109457814B (en) | Construction method for top cover of high-rise and large-diameter building based on Bailey truss structure | |
| CN202108299U (en) | Segmented assembled water tank tower with adjustable height | |
| CN205296197U (en) | Prefabricated cushion cap of anticorrosive industry factory building concrete rim of a cup formula | |
| CN202108296U (en) | Assembled segmental water tank tower | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN210482018U (en) | Pier is assembled to concrete | |
| CN202831621U (en) | Integrated slipform for silo concrete | |
| CN202117390U (en) | Segmentally spliced water tank tower | |
| CN202865996U (en) | Room modular structure for nuclear power plant | |
| CN205171381U (en) | Prefabricated assembly bridge bent cap positioner | |
| CN217975378U (en) | Cast-in-place board template strutting arrangement of simple beam assembled | |
| CN203145040U (en) | Prefabricated slab iron tower foundation convenient to disassemble and transport | |
| CN206667492U (en) | A kind of prefabricated composite wallboard and the laterally attached structure of precast stair | |
| CN206902768U (en) | A kind of post-cast strip adjustable supporting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120111 Termination date: 20180516 |