CN202745455U - Spatial curved surface high tower structure - Google Patents
Spatial curved surface high tower structure Download PDFInfo
- Publication number
- CN202745455U CN202745455U CN 201220396781 CN201220396781U CN202745455U CN 202745455 U CN202745455 U CN 202745455U CN 201220396781 CN201220396781 CN 201220396781 CN 201220396781 U CN201220396781 U CN 201220396781U CN 202745455 U CN202745455 U CN 202745455U
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- cast steel
- curved surface
- tower body
- construction
- tower
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Abstract
The utility model discloses a spatial curved surface high tower structure, which comprises multiple layers of tower body units which are welded together; and each layer of tower body units comprises a plurality of cast steel components which are welded together. The spatial curved surface high tower structure has the advantages and beneficial effects that (1) by adopting an integral layering structure, a high-rising cast steel structure is convenient to install, and the construction safety is guaranteed; (2) by adopting the cast steel components, high towers of multiple forms can be formed, so that the difficult problem that specially-shaped components are difficult to machine can be solved; (3) a splicing positioning tool is adopted to assist the formation of the tower body unit, so that the precision in formation is high, and the production efficiency is high; and (4) the difficult problem of hot deformation caused by thin thickness of the component is solved, meanwhile the construction measure is simplified, the construction cost is reduced, convenience in construction is realized, the working period is short, and the economic benefit is remarkable.
Description
Technical field
The utility model relates to a kind of high tower structure, particularly relates to a kind of space curved surface high tower structure.
Background technology
At present, the space curved surface high tower structure adopts plate members to form usually, and cost is high, and mechanical property is bad.Especially when tower body was higher, above-mentioned shortcoming was particularly outstanding.And, adopt sheet material to form member, the pattern of high tower is few, and difficulty of construction is high.And cast steel structure is because its mechanics transmits that performance is good, cost is low, Mechanical Builds is how different, attractive in appearance and progressively approved and extensively popularization.
Summary of the invention
The utility model provides a kind of space curved surface high tower structure for solving the technical problem that exists in the known technology, and this high tower structure cost is low, and form of structure is various, and it is good that mechanics transmits performance.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of space curved surface high tower structure comprises the tower body unit that multilayer welding is connected together; Every layer of tower body unit comprises a plurality of cast steel members that weld together.
Advantage and the good effect that the utlity model has are: 1) adopt overall hierarchical structure, can make things convenient for the installation of high-rise cast steel structure, ensure construction safety; 2) adopt cast steel member, can form the high tower of multiple style, solve the unmanageable difficult problem of abnormity component; 3) adopt the auxiliary layer of pressing of assembly unit positioning tool to form a tower body unit, formed precision is high, and production efficiency is high; 4) solved owing to the member thin thickness by the accent type, the difficult problem of thermal deformation has also been simplified working measure simultaneously, has been reduced construction cost, easy construction, and the duration is short, remarkable in economical benefits.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of every layer of tower body unit of the utility model;
Fig. 3 is the structural representation of one of the utility model cast steel member;
Fig. 4 is two structural representation of the utility model cast steel member;
Fig. 5 is the structural representation of every layer of tower body unit splicing of the utility model positioning tool;
Fig. 6 is the top view of Fig. 5;
Fig. 7 is the lateral view of Fig. 5.
Among the figure: 1, steel platform, 2, steel post, 3, horizontal girder steel, 4, horizontal support, 5, interior adjustment bearing, 6, the external-adjuster bearing, 7, cast steel member, 8, the inboard jackscrew of adjusting, 9, the outside adjusts jackscrew, 10, connect column.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and cooperate accompanying drawing to be described in detail as follows:
See also Fig. 1～Fig. 7, a kind of space curved surface high tower structure comprises the tower body unit that multilayer welding is connected together; Every layer of tower body unit comprises a plurality of cast steel members that weld together 7.
The job practices of above-mentioned space curved surface high tower structure may further comprise the steps:
One) adopt cast steel member 7 to form the tower body unit by layer;
1) adopts first special spliced to set a frock with a plurality of cast steel members 7 spellings of every layer of tower body unit together, and welding, and then every layer connection column 10 is welded on the inboard of corresponding cast steel member 7, form the plate column body unit;
Described assembly unit positioning tool comprises steel platform 1, be welded with many steel posts 2 at described steel platform 1, all steel posts 2 are arranged in the outside of tower body cell cross-section outer contour, and corresponding with the vertical center line of cast steel member 7, and described cast steel member 7 is assembled in the inboard of described steel post 2; Corresponding each cast steel member is provided with many horizontal girder steels 3 at every described steel post 2, and many described horizontal girder steels were located at the left and right sides of described steel post 2 in 3 minutes, and are corresponding with top branch and the bottom branch of described cast steel member 7 respectively; Be equipped with perpendicular horizontal support 4 on the every described horizontal girder steel 3, described horizontal support 4 is provided with interior adjustment bearing 5 and external-adjuster bearing 6, described interior adjustment bearing 5 is provided with the inboard jackscrew 8 of adjusting, described external-adjuster bearing 6 is provided with the outside and adjusts jackscrew 9, and described cast steel member 7 is described inboard the adjustment between jackscrew 8 and the described outside adjustment jackscrew 9;
In the present embodiment, interior adjustment bearing 5 is identical with external-adjuster bearing 6 structures, includes the angle steel that welds with horizontal support 4 and the nut that is welded on the angle steel, adjusts jackscrew and is screwed in the nut.Laterally girder steel 3 and steel post 2 are all made by i iron; Horizontal support 4 is made by channel-section steel.
Before the assembly unit steel platform, steel post, horizontal girder steel welding are finished, when the cast steel member assembly unit, with the horizontal support bolt of cast steel member downside on horizontal girder steel, cast steel member bottom branch dropping place between inside and outside adjustment bearing, adjust jackscrew by medial and lateral and finely tune, make the cast steel member lower end reach design attitude; Then with the horizontal support bolt of cast steel member top on horizontal girder steel, and cast steel member top branch is placed between the inside and outside adjustment bearing, finely tune by jackscrew, make cast steel member all reach up and down design attitude, finish in place.Horizontal support is complete removal before unit lifting, does not affect the unit vertical lifting.
2) adopt the instrument such as jack to adjust subsequent corrosion and the verticality of every layer of tower body unit, after confirming to meet design requirement, finish anticorrosive coating;
Two) successively lift from bottom to up and weld the plate column body unit, form the space curved surface high tower.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the present utility model.
Claims (1)
1. a space curved surface high tower structure is characterized in that, comprises the tower body unit that multilayer welding is connected together; Every layer of tower body unit comprises a plurality of cast steel members that weld together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220396781 CN202745455U (en) | 2012-08-10 | 2012-08-10 | Spatial curved surface high tower structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220396781 CN202745455U (en) | 2012-08-10 | 2012-08-10 | Spatial curved surface high tower structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202745455U true CN202745455U (en) | 2013-02-20 |
Family
ID=47704874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220396781 Expired - Fee Related CN202745455U (en) | 2012-08-10 | 2012-08-10 | Spatial curved surface high tower structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202745455U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362221A (en) * | 2013-07-19 | 2013-10-23 | 天津大学 | Steel casting capable of forming full cast steel structure |
-
2012
- 2012-08-10 CN CN 201220396781 patent/CN202745455U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362221A (en) * | 2013-07-19 | 2013-10-23 | 天津大学 | Steel casting capable of forming full cast steel structure |
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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 |
Granted publication date: 20130220 Termination date: 20210810 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |