CN213269190U - Steel construction sightseeing tower - Google Patents
Steel construction sightseeing tower Download PDFInfo
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- CN213269190U CN213269190U CN202021627607.XU CN202021627607U CN213269190U CN 213269190 U CN213269190 U CN 213269190U CN 202021627607 U CN202021627607 U CN 202021627607U CN 213269190 U CN213269190 U CN 213269190U
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Abstract
The utility model belongs to the technical field of the engineering construction, concretely relates to steel construction sightseeing tower, include: the tower footing is used for bearing the whole sightseeing tower and comprises a tower yard and a 24 x24m bottom layer sightseeing tower structure; the tower body is of a through-height non-floor structure from 4 to 13 layers, and the through-height non-floor structure comprises a steel frame barrel structure, and an outer window and an outer curtain wall which are arranged on the steel frame barrel structure; the tower top, the tower top includes the sightseeing layer of two-layer at top and is located the tower brake at sightseeing layer top, the sightseeing layer adopts leads to high glass to build, the tower top elevation is between 86.50m to 99.00 m. The steel construction sightseeing tower of this scheme of adoption has effectively solved among the prior art reinforced concrete structure construction period long, formwork difficulty, building appearance effect and is difficult to satisfy the problem of designing requirement.
Description
Technical Field
The utility model belongs to the technical field of the engineering construction, concretely relates to steel construction sightseeing tower.
Background
The tower body of the sightseeing tower is usually built by concrete or steel, a sightseeing platform is arranged at a higher position for tourists to climb on the sightseeing city, an elevator and a stair are connected between the sightseeing platform and the ground, and no other floors are arranged in the middle.
Various sightseeing towers at home and abroad are mainly of steel structures and reinforced concrete structures (including prestressed concrete structures), and part of the tower (sightseeing hall) is mainly of prestressed concrete structures and steel structures.
The existing sightseeing towers at home and abroad are summarized as follows: the tower body of the Daqing television tower is 260m high, the outer layer of the tower body is of a space steel structure, the inner layer of the tower body is of an assembled steel structure, and the tower is of a space steel pipe truss structure; the height of the large-connection television tower is 190m, the tower body is of a space truss structure, and the tower is of an overhanging steel pipe truss structure; the Xuzhou television tower is 199.5m high, the tower body is made of reinforced concrete, the tower is of a steel net frame structure, the inner end of a platform of the tower is supported on a reinforced concrete cylinder, and the outer end of the platform of the tower is supported on a tennis node; the combined-fertilizer television tower is 339m high, the tower body is a regular hexagonal space truss system, and the tower is an overhanging steel pipe truss structure; the tower body of the Shantou television tower is of a hexagonal steel tube structure and is provided with pre-tension flexible rods, the tower is dodecagonal, and the tower is supported on six tower columns by 18 inclined struts to form a space truss system; the Tezhou television tower is 218m high, the tower body is a space truss system, and the tower is suspended into an overhanging structure by adopting 16 inhaul cables; the tower body is of a reinforced concrete structure, the tower is composed of steel pipe columns and steel trusses, and the spherical shell is of a steel truss structure; the Toronto television tower is 553m high, the tower body is a fully prestressed concrete structure, the tower support structure is a prestressed corbel upper cantilever concrete wall, and the corbel is reinforced by a prestressed reinforced concrete beam; the height of the Asian-Meinian Ehrlich television tower is 312m, the tower body is of a trilateral space truss structure, combined inclined rods and cross rods are arranged, the steel consumption is 1758t, and a space steel pipe truss structure is adopted by a tower; the Russian Style Peterburg television tower has the height of 315m, the tower body is of a hexagonal lattice type steel pipe structure, the steel consumption is 1160t, and the tower adopts a steel net frame structure; the height of the observation tower is 100m, the tower body is formed by welding and connecting steel pipes, prefabricating units, assembling and welding on site, forming a space truss structure, decorating a titanium alloy plate with the thickness of 3.2mm outside, and the tower is of the space steel pipe truss structure; the height of the New Zealand ferris tower is 328m, the tower body adopts a reinforced concrete structure, and the tower is a space steel pipe truss structure; the Australian sightseeing tower is 346.7m high, the tower body is of a reinforced concrete structure, the tower is provided with eight reinforced concrete cantilever inclined supports, and the main body of the tower is of a steel structure.
The steel structure tower structure system comprises a cantilever truss system of a disc-shaped tower, a spherical tower latticed shell structure system and a tower body inner-Chinese character tian-shaped tower structure system, wherein the concrete structure tower adopts a prestressed concrete structure. Based on the sightseeing tower structure, most of the existing high towers and tower structures adopt space truss structures, grid structures and prestressed concrete structures. The existing reinforced bar-concrete structure mostly adopts a reinforced concrete frame shear structure or a reinforced concrete frame tube structure, and the structure still has the problems of long construction period of the reinforced concrete structure, difficult formwork support, difficult building appearance effect meeting the design requirements and the like.
In view of the above, there is a need to improve a steel structural frame of a sightseeing tower in the prior art to solve the problems of long construction period of the reinforced concrete structure, difficulty in formwork support, difficulty in meeting design requirements of architectural appearance effect, and the like.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problem that among the prior art reinforced concrete structure construction period is long, formwork difficulty, architectural appearance effect are difficult to satisfy the designing requirement etc. provides a steel construction sightseeing tower.
Realize the utility model discloses the technical scheme of purpose as follows:
a steel structural sightseeing tower comprising:
the tower footing is used for bearing the whole sightseeing tower and comprises a tower yard and a 24 x24m bottom layer sightseeing tower structure;
the tower body is of a through-height non-floor structure from 4 to 13 layers, and the through-height non-floor structure comprises a steel frame barrel structure, and an outer window and an outer curtain wall which are arranged on the steel frame barrel structure;
the tower top, the tower top includes the sightseeing layer of two-layer at top and is located the tower brake at sightseeing layer top, the sightseeing layer adopts leads to high glass to build, the tower top elevation is between 86.50m to 99.00 m.
Furthermore, the cross section of the steel frame tubular structure is a rectangular structure, the steel frame tubular structure comprises an outer frame structure and an inner tube structure, the outer frame structure is composed of rectangular lattice columns located at four corners of the rectangular structure, the rectangular lattice columns adopt triangular structures composed of the outer frame columns, and the inner tube structure adopts a steel frame supporting tube.
Furthermore, the keel structure of the through high glass adopts a space rectangular open web truss structure, the space rectangular open web truss structure comprises web members and chord members, the web members are dense columns, and the chord members are floor steel beams.
Further, the space rectangular open web truss structure is installed on the steel frame cylinder structure.
Furthermore, a keel is fixed on the steel frame barrel structure, a precast concrete decorative hanging plate is hung on the keel, and the adjacent precast concrete decorative hanging plates are filled with gap filling agents.
Furthermore, the outer window and the outer curtain wall of the tower body are both made of broken bridge aluminum alloy Low-E vacuum double-layer glass.
Furthermore, the outer curtain wall is designed into a breathing type curtain wall system structure.
Furthermore, the tower top is also provided with an opening skylight.
Compared with the prior art, the beneficial effects of the utility model are that:
the steel structure sightseeing tower of the utility model improves the structures of the tower body and the tower top, the tower body part adopts the steel frame barrel structure consisting of the steel outer frame and the inner barrel to form an oblique column shape, so that the node structure is simple, the structural stress is clear, the construction period is greatly shortened, and the integral appearance effect can be ensured; the tower top is designed into a space rectangular open web truss structure and is supported on a steel frame barrel structure, and the structure body type not only can make the size of a component very small, but also can be used as a glass installation framework, so that the structure is light and has good permeability.
Drawings
FIG. 1 is a schematic view of the structure of the sightseeing tower of the present invention;
FIG. 2 is a schematic cross-sectional view of the middle layer of the sightseeing tower of the present invention;
FIG. 3 is a schematic view of the steel structure frame of the top layer of the sightseeing tower of the present invention;
wherein, 1, tower yard; 2. a tower eave; 3. a viewing layer; 4. a rectangular lattice column; 5. the steel frame supports the cartridge.
Detailed Description
The present invention is described in detail with reference to the embodiments shown in the drawings, but it should be understood that these embodiments are not intended to limit the present invention, and those skilled in the art should understand that the functions, methods, or structural equivalents or substitutions made by these embodiments are within the scope of the present invention.
In the description of the present embodiments, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to a number of indicated technical features. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, the meaning of "a plurality" is two or more unless otherwise specified.
The terms "mounted," "connected," and "coupled" are to be construed broadly and may, for example, be fixedly coupled, detachably coupled, or integrally coupled; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.
Example 1
The steel construction sightseeing tower of this embodiment includes: the tower footing is used for bearing the whole sightseeing tower and comprises a tower yard 1 and a 24 x24m bottom layer sightseeing tower structure; the tower body is of a through-height non-floor structure from 4 to 13 layers, and the through-height non-floor structure comprises a steel frame barrel structure, and an outer window and an outer curtain wall which are arranged on the steel frame barrel structure; the tower top comprises two layers of light observing layers 3 at the top and a tower brake positioned at the top of the light observing layers, the light observing layers 3 are built by high glass, and the elevation of the tower top is between 86.50m and 99.00 m.
The outer eaves around each layer of tower body is still provided with tower eaves 2, uses close eaves tower as the prototype, and the tower body virtuality and reality combines, strengthens pleasing to the eye effect.
With reference to fig. 1, the sightseeing tower of the scheme is a traditional Chinese close-eaves brick tower, the total height is 99m, the height of a pagoda is 12m, the tower is 15 layers of eaves, the plane size of the bottom layer is 24mx24m, the plane size of the top layer is 15mx15m, the arrangement is compact and rhythm-rich, and two layers at the top of the tower are transparent glass sightseeing halls. From the bottom tower footing to the top tower brake, the building image is virtual and real, and the height, thinness and conciseness of the tower body are strongly contrasted with the short, transverse and orderly dense eaves. The sightseeing tower modeling letter of this scheme adopts steel construction frame-bearing structure, and the cladding precast concrete decorates the link plate, and the facade adopts the vertical napped concrete material of warm grey, and the tower eaves uses aluminium alloy ex-trusions as the frame, outsourcing aluminum plate, combines penetrating glass curtain wall to reappear the shape, meaning, the implication of traditional brick tower with modern construction mode and material.
Because the sightseeing tower of the traditional style building has the problem of vertical layer-by-layer retraction, the scheme aims at the problem of discontinuous columns caused by floor retraction, and adopts an inclined column scheme in the design, namely, the structures of the tower body and the tower top are improved, the tower body part adopts a steel frame barrel structure consisting of a steel outer frame and an inner barrel to form an inclined column shape, so that the node structure is simple, the structural stress is clear, the construction period is greatly shortened, and the integral appearance effect can be ensured; the tower top is designed into a space rectangular open web truss structure and is supported on a steel frame barrel structure, and the structure body type not only can make the size of a component very small, but also can be used as a glass installation framework, so that the structure is light and has good permeability.
As a further improvement of the scheme, the cross section of the steel frame cylindrical structure is a rectangular structure, the steel frame cylindrical structure comprises an outer frame structure and an inner cylinder structure, the outer frame structure is composed of rectangular lattice columns 4 positioned at four corners of the rectangular structure, the rectangular lattice columns 4 adopt a triangular structure formed by the outer frame columns, the inner cylinder structure adopts a steel frame supporting cylinder 5, and the steel frame supporting cylinder 5 is positioned at the center of the rectangular structure; the keel structure of the through high glass adopts a space rectangular open-web truss structure, the space rectangular open-web truss structure comprises web members and chord members, the web members are dense columns, the chord members are floor steel beams, and the space rectangular open-web truss structure is arranged on the steel frame barrel structure.
Aiming at the problems of insufficient structural side resistance and torsional rigidity, too large calculated height of the outer frame columns and the like caused by 4-13 floors of floors without floors with through height, the design of the scheme divides 12 outer frame columns into four groups, and the 12 outer frame columns are respectively positioned at four corners of a rectangular structure to form a giant lattice combined column, and the structure of the giant lattice combined column is shown in figure 2.
As shown in fig. 3, since the two top layers are the glass sightseeing halls with the through height, dense columns are arranged between the elevations of 86.50m and 99.00m, and dense columns are arranged on keels between the glasses as web members, and floor steel beams are used as chord members, a closed space giant open web truss is formed and supported on the giant lattice columns at the lower part. The structural body type not only can make the size of the component very small, but also can be used as a glass mounting framework, so that the structure is light, and the permeability is very good.
Furthermore, a keel is fixed on the steel frame barrel structure, the prefabricated concrete decorative hanging plates are hung on the keel in an external hanging mode, the prefabricated concrete decorative hanging plates are adjacent to each other and are filled with special joint mixture, PU joint mixture is preferably selected, energy is saved, the environment is protected, the use is convenient, in addition, waterproof treatment is needed, and through the design, the effect of the outer vertical face of the building can not be influenced, and the self weight of the outer wall can be reduced.
In addition, the outer window and the outer curtain wall of the tower body are both made of broken bridge aluminum alloy Low-E vacuum double-layer glass, so that ultraviolet rays can be effectively blocked, and the tower body has good heat insulation performance; furthermore, the outer curtain wall is designed into a breathing type curtain wall system structure, so that air can be effectively guided to reduce the room temperature in summer, and the air interlayer can be utilized for heat preservation in winter.
Example 2
Compare in embodiment 1, a steel construction sightseeing tower of this embodiment, further, the top of the tower still is provided with opens the skylight, utilizes the characteristic that sightseeing tower top leads to the high big space in high sightseeing room, opens the skylight in the roof setting, realizes drawing out the wind effect, effectively cools down the temperature to indoor in summer, then forms heat retaining sunshine room winter.
As a further improvement of the scheme, the enclosure wall part of the sightseeing tower adopts HB-EPC concrete self-insulation building blocks, the heat insulation performance is improved by 20 percent compared with the traditional heat insulation performance, the service life of the sightseeing tower is the same as that of a building main body, the construction period is shortened, and the construction cost is reduced.
Example 3
Compared with the embodiment 2, the steel structure sightseeing tower of the embodiment further has the advantages that the layer-by-layer cornices of the dense cornice tower are utilized, the solar photovoltaic plate is arranged on the tower eaves 2 of each layer of the tower body of the sightseeing tower, so that the energy consumption is saved for the operation of buildings, and the illumination power consumption is provided for indoor lighting; because the southern shallow water resource is abundant, the air conditioning system in the sightseeing tower can utilize the ground source heat pump to provide a stable cold and heat source for the indoor, the energy source thereof is renewable, the emission of pollution can be reduced, and because the utilization of the ground source heat pump has been applied to the existing buildings, the scheme does not give redundant details to the technology.
The above list of details is only for the practical implementation of the present invention, and they are not intended to limit the scope of the present invention, and all equivalent implementations or modifications that do not depart from the technical spirit of the present invention should be included in the scope of the present invention.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (8)
1. A steel structure sightseeing tower, comprising:
the tower footing is used for bearing the whole sightseeing tower and comprises a tower yard (1) and a 24 x24m bottom layer sightseeing tower structure;
the tower body is of a through-height non-floor structure from 4 to 13 layers, and the through-height non-floor structure comprises a steel frame barrel structure, and an outer window and an outer curtain wall which are arranged on the steel frame barrel structure;
the tower top comprises two layers of light observation layers (3) on the top and a tower brake positioned on the top of the light observation layers, the light observation layers (3) are built by high glass, and the height of the tower top is between 86.50m and 99.00 m.
2. The steel structure sightseeing tower of claim 1, wherein the cross section of the steel frame tubular structure is a rectangular structure, the steel frame tubular structure comprises an outer frame structure and an inner tube structure, the outer frame structure is composed of rectangular lattice columns (4) positioned at four corners of the rectangular structure, the rectangular lattice columns (4) adopt a triangular structure composed of the outer frame columns, and the inner tube structure adopts a steel frame support tube (5).
3. The steel structure sightseeing tower of claim 1, wherein the keel structure for passing high glass is a spatial rectangular open web truss structure, the spatial rectangular open web truss structure comprises web members and chord members, the web members are dense columns, and the chord members are floor steel beams.
4. A steel structural sightseeing tower in accordance with claim 3 wherein the space rectangular open web truss structure is mounted on top of the steel frame tubular structure.
5. The steel structure sightseeing tower of claim 4, wherein a keel is fixed on the steel frame barrel structure, a precast concrete decorative hanging plate is hung outside the keel, and the adjacent precast concrete decorative hanging plates are filled with gap fillers.
6. The steel structure sightseeing tower of claim 1, wherein the outer window and the outer curtain wall of the tower body are both made of broken bridge aluminum alloy Low-E vacuum double-layer glass.
7. The steel structural sightseeing tower of claim 6 wherein the exterior curtain wall is designed as a respiratory curtain wall system.
8. The steel structure sightseeing tower of claim 1, wherein the tower top is further provided with an opening skylight.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021627607.XU CN213269190U (en) | 2020-08-07 | 2020-08-07 | Steel construction sightseeing tower |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021627607.XU CN213269190U (en) | 2020-08-07 | 2020-08-07 | Steel construction sightseeing tower |
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| CN213269190U true CN213269190U (en) | 2021-05-25 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116856629A (en) * | 2023-07-11 | 2023-10-10 | 北京建工四建工程建设有限公司 | Cantilever-containing multi-section descending plate skylight structure and construction method thereof |
-
2020
- 2020-08-07 CN CN202021627607.XU patent/CN213269190U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116856629A (en) * | 2023-07-11 | 2023-10-10 | 北京建工四建工程建设有限公司 | Cantilever-containing multi-section descending plate skylight structure and construction method thereof |
| CN116856629B (en) * | 2023-07-11 | 2024-03-08 | 北京建工四建工程建设有限公司 | Cantilever-containing multi-section descending plate skylight structure and construction method thereof |
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