CN116163575A - Spiral landscape tower - Google Patents

Spiral landscape tower Download PDF

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Publication number
CN116163575A
CN116163575A CN202211614676.0A CN202211614676A CN116163575A CN 116163575 A CN116163575 A CN 116163575A CN 202211614676 A CN202211614676 A CN 202211614676A CN 116163575 A CN116163575 A CN 116163575A
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CN
China
Prior art keywords
platform beam
layer
main column
central main
spiral
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Pending
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CN202211614676.0A
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Chinese (zh)
Inventor
郝志鹏
张峥
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Architecture Design and Research Institute of Tongji University Group Co Ltd
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Architecture Design and Research Institute of Tongji University Group Co Ltd
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Priority to CN202211614676.0A priority Critical patent/CN116163575A/en
Publication of CN116163575A publication Critical patent/CN116163575A/en
Pending legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E04F11/032—Spiral stairways supported by a central column
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/20—Side-supporting means therefor, e.g. using guy ropes or struts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
    • E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

The invention relates to a spiral landscape tower, which comprises a central main column, a platform beam plate and a support connecting component, wherein the central main column is connected with the platform beam plate; the platform beam plates are arranged in multiple layers, each layer of platform beam plate is connected with the central main column, fixed angular points and tip angular points are arranged on the platform beam plates, each layer of platform beam plate rotates on a plane around the fixed angular points by the same angle, the fixed angular points are in the projection outline range of the central main column, the tip angular points are at the outer tip of the platform beam plate, and the tip angular points of each layer of platform beam plate spatially accord with the unfolding logic of the Fermat spiral line; the support connecting component is connected with the central main column and each layer of platform beam plate so as to support and connect the central main column and each layer of platform beam plate. Compared with the prior art, the invention has the advantages of simple structural form, fewer components, light dead weight, unlimited layer number of the platform beam plate, wide applicability and capability of meeting the requirements of stress safety, and can be suitable for different height and layer number requirements.

Description

Spiral landscape tower
Technical Field
The invention relates to the technical field of building structures, in particular to a spiral landscape tower.
Background
In recent years, more and more natural scenic spots are known to tourists in the domestic travel market. The natural scenic spot has large area and good scenery, but the tourist is difficult to see the panorama, so that an excellent scenic spot capable of climbing high and long is required to be provided. Natural sightseeing spots are often difficult to develop, so artificial landscape towers are the best choice for most sights.
Firstly, the landscape tower has the requirements of view space and height, secondly, the modeling of the landscape tower is necessarily different from the building and structural characteristics of a conventional tower, and meanwhile, the landscape tower can be adjusted timely according to the requirements of different scenic spots.
But at present, the traditional landscape tower with a rotary style has the advantages of simple structural style, single architectural modeling and poor adaptability, and is difficult to meet the use requirement.
The invention patent CN210342844U discloses a spiral landscape tower, which comprises a spirally ascending tower body and a plurality of support rods for supporting the tower body; the tower body comprises a ramp which is spirally arranged; the ramp comprises a floor and supporting parts arranged on two sides of the floor, the supporting parts comprise fixed pipes connected to one side of the floor and supporting frames arranged on the outer sides of the fixed pipes, and a plurality of supporting rods are arranged at the bottom of the floor at intervals; the support frames on two sides of the floor are provided with the connecting rods fixedly connected with the support rods, so that the full-direction ornamental effect of pedestrians during walking is realized, the strength of the landscape tower is ensured, and the invention has the following defects: 1) The structure occupies large space, the view space on the structure is gradually reduced, and the efficiency is low; 2) The number of the landing posts is large, so that the building effect of the first floor is affected; 3) Only a landscape ramp in spiral arrangement lacks a platform capable of viewing; 4) The landscape ramp is spirally arranged, the requirements on the gradient and the ramp length are high in practical implementation, and the height of the landscape tower is limited.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide the spiral landscape tower, wherein the spiral landscape tower rotates around a fixed angular point on a plane by the same angle theta through each layer of platform beam plates, the angular point of the picking end of the platform beam plates spatially accords with the unfolding logic of the Fermat spiral line, the fixed angular point of the platform beam plates is connected with a central main column, and inclined stay bars, inclined suspenders, stair beams and balance ropes are arranged to support and connect the platform and the central main column.
The aim of the invention can be achieved by the following technical scheme:
the invention aims to provide a spiral landscape tower which comprises a central main column, a platform beam plate and a support connecting component; the platform beam plates are provided with multiple layers, each layer of platform beam plate is connected with the central main column, each layer of platform beam plate is provided with a fixed angular point and a tip angular point, each layer of platform beam plate rotates by the same angle theta around the fixed angular point on a plane, the fixed angular point is in the projection contour range of the central main column, the tip angular point is at the outward tip of the platform beam plate, and the tip angular point of each layer of platform beam plate spatially accords with the unfolding logic of the Fermat spiral line; the support connecting component is connected with the central main column and each layer of platform beam plate so as to support and connect the central main column and each layer of platform beam plate.
Further, the support connection assembly comprises an inclined stay bar and an inclined suspender; the upper end of the diagonal brace is connected with the cantilever end corner point on the platform beam plate, and the lower end of the diagonal brace is connected with the central main column so as to support the cantilever end of the platform beam plate; the upper end of the inclined suspender is connected with the central main column, and the lower end of the inclined suspender is connected with the cantilever end corner point on the platform beam slab so as to bear the vertical load of each layer of platform beam slab.
Preferably, each layer of platform beam plate is provided with two inclined suspenders at the layer; one or two inclined stay bars are arranged on the lower layer of each layer of platform beam plate.
Further, the support connection assembly further comprises a stair beam; the stair beams are respectively connected with two adjacent layers of platform beam plates to connect the upper layer of platform beam plates and the lower layer of platform beam plates.
Preferably, each landing beam slab is provided with one or two landing beams at the lower floor.
Further, according to the calculation requirement, the spiral landscape tower further comprises a plurality of stay ropes; the upper end of the inhaul cable is connected with the central main column, and the lower end of the inhaul cable is connected with the ground (foundation) so as to balance unbalanced moment brought to the central main column by the overall modeling of the landscape tower.
Preferably, the central main column is a steel pipe concrete column or a steel pipe column.
Preferably, the platform beam plate is a square platform.
Further, the outline of the central main column is inscribed with two edges extending from fixed angular points on the platform beam plates of each layer, and the central main column is within the projection outline range of the platform beam plates of each layer.
Preferably, the cross section of the central main column is circular.
Compared with the prior art, the invention has the following beneficial effects:
1) The spiral landscape tower is provided with the components such as the central main column, the platform beam plates, the diagonal brace, the diagonal boom, the stair beams, the balance ropes and the like, and has the advantages of simple structural form, few components and light dead weight.
2) According to the spiral landscape tower, the platform beam plates of all layers rotate around the fixed angular points by the same angle on the plane, the angular points of the picking ends of the platform beam plates spatially accord with the unfolding logic of the Fermat spiral line, the fixed angular points of the platform beam plates are connected with the central main column, and the inclined stay bars, the inclined suspenders, the stair beams and the balance cables are arranged to support and connect the platform and the central main column, so that the requirement of stress safety can be met.
3) The spiral landscape tower has unlimited number of layers of the platform beam plates, can be suitable for different height and layer requirements, and has wide applicability.
4) The spiral landscape tower can be used for layering and opening the platform beam plates, so that the flexibility is improved.
5) According to the spiral landscape tower, the central main column is hidden in wall decorations of each layer through inscription, so that a visual column-free structural form is constructed.
Drawings
Fig. 1 is a schematic perspective view of the logic of the expansion of the angle point of the cantilever ends of the platform beam plates of each layer according to the Fermat spiral line in space.
Fig. 2 is a schematic plan view of the logic of the expansion of the angle points of the cantilever ends of the platform beam plates of each layer according to the Fermat spiral line in space.
Fig. 3 is a schematic plan view of a platform beam plate of the spiral landscape tower in embodiment 1 of the present invention.
Fig. 4 is a schematic structural view of a spiral landscape tower in embodiment 1 of the present invention.
Fig. 5 is a schematic plan view of a platform beam plate and a main cable of a spiral landscape tower in embodiment 2 of the present invention.
Fig. 6 is a schematic structural view of a spiral landscape tower in embodiment 2 of the present invention.
Fig. 7 is a schematic plan view of a platform beam plate and a main cable of a spiral landscape tower in example 3 of the present invention.
Fig. 8 is a schematic diagram of the structure of a spiral landscape tower in embodiment 3 of the present invention.
Fig. 9 is a schematic structural diagram of a single-layer platform applied in embodiment 1 of the present invention.
Fig. 10 is an effect schematic diagram of the spiral landscape tower applied in embodiment 1 of the present invention.
Fig. 11 is a schematic diagram showing the effect of completion of a single-layer stage of the spiral landscape tower applied in example 1 of the present invention.
The reference numerals in the figures indicate:
1 is a central main column, 2 is a platform beam plate additional plate, 3 is an inclined strut, 4 is an inclined suspender, 5 is a stair beam, 6 is a main inhaul cable, and 7 is a secondary inhaul cable.
Detailed Description
The invention will now be described in detail with reference to the drawings and specific examples. Features such as component model, material name, connection structure and the like which are not explicitly described in the technical scheme are all regarded as common technical features disclosed in the prior art.
The present invention will be described in further detail with reference to specific examples.
As shown in fig. 1 and 2, the picking end angular points of the platform beam plates of each layer are three-dimensional and planar schematic diagrams of the unfolding logic of the Fermat spiral line in space.
Example 1
The embodiment provides a spiral landscape tower, which comprises a central main column 1, a platform beam plate 2, an inclined stay 3, an inclined suspender 4 and a stair beam 5 as shown in figures 3, 4 and 9. Eight layers of platform beam plates 2 capable of being used for people to get on are arranged, one layer of platform beam plates 2 with a top cover is arranged, nine layers of platform beam plates 2 are arranged in total, the rotation angle theta of each layer on a plane is 30 degrees (as shown in figures 1 and 2), a central main column 1 adopts a steel tube concrete column, and each layer of platform beam plates 2 is connected with the central main column 1; two inclined suspenders 4 are arranged on each layer, the upper ends of the inclined suspenders are converged to the elevation position of the central main column 2 on the upper layer platform beam slab 2, and the lower ends of the inclined suspenders are connected with the tip corner points; an inclined stay bar 3 is arranged in a wall body at one side, the upper end of the inclined stay bar 3 is connected with a cantilever end corner point on the platform beam slab 2, and the lower end of the inclined stay bar is connected with a central main column 1 to support the cantilever end of the upper platform beam slab 2; the stair beams 5 participate in the stress of the platform beam plates 2 and are used for connecting the upper layer of the platform beam plates 2 and the lower layer of the platform beam plates 2, so that the structural integrity is enhanced; in addition, the spiral landscape tower further comprises a platform beam plate additional plate 2, wherein the platform beam plate additional plate 2 is arranged at a certain corner of the platform beam plate 2, the elevation of the bottom of the plate is flush, and the area of the platform beam plate additional plate 2 is an upward projection area corresponding to the lower-layer platform beam plate and is functionally a canopy.
The design method of the spiral landscape tower comprises the following steps:
(1) According to the distribution of each layer of platform, calculating the central main column 1 according to a simplified concentrated force method, wherein the calculation comprises the steps of strength, stability and rigidity, and determining the section of the central main column 1;
(2) Each layer of platform beam plate 2 is calculated according to the single-layer platform beam plate 2 and the inclined suspender 4, and the beam section of the platform beam plate 2 and the section of the inclined suspender 4 are determined;
(3) Carrying out integral analysis, determining the sections of the diagonal brace 3 and the stair beam 5, and accounting the sections of the rest components;
(4) Accounting structure (spiral landscape tower) strength, rigidity, stability, integral anti-capsizing property, anti-seismic property, wind resistance, vibration property, construction process parameters and the like;
(5) If the structural vibration characteristics (including human vibration and wind vibration) in the step (4) do not meet the requirements, a vibration damper is additionally arranged on the platform beam plate 2, so that the vibration of the platform beam plate 2 is reduced.
The construction method of the spiral landscape tower comprises the following steps:
(1) Installing a central main column 1 in sections, firstly installing steel pipes, and then pouring concrete;
(2) Assembling each layer of platform beam plates 2 on the ground, integrally hoisting the platform beam plates to a designated elevation, fixing the platform beam plates with a central main column 2, and simultaneously installing an inclined suspender 4 and an inclined stay rod 3 (hidden in building decoration as shown in fig. 10 and 11);
(3) The stair beams 5 and the stair steps are installed, and schematic diagrams of the spiral landscape tower after the installation are shown in fig. 10 and 11.
The platform beam plate additional plate 2 is only an auxiliary structure, and the establishment of the spiral landscape tower structure is not affected, so that special requirements are not made on the installation of the platform beam plate additional plate 2 in the construction method.
Example 2
The embodiment provides a spiral landscape tower, which comprises a central main column 1, a platform beam plate 2, inclined stay bars 3, inclined suspenders 4, stair beams 5 and main inhaul cables 6 as shown in figures 5 and 6. Eight layers of platform beam plates 2 capable of being used for people to get on are arranged, one layer of platform beam plates 2 with a top cover is arranged, nine layers of platform beam plates 2 are arranged in total, the rotation angle theta of each layer on a plane is 30 degrees (as shown in figures 1 and 2), a central main column 1 adopts a steel tube concrete column, and each layer of platform beam plates 2 is connected with the central main column 1; two inclined suspenders 4 are arranged on each layer, the upper ends of the inclined suspenders are converged to the elevation position of the central main column 2 on the upper layer platform beam slab 2, and the lower ends of the inclined suspenders are connected with the tip corner points; an inclined stay bar 3 is arranged in a wall body at one side, the upper end of the inclined stay bar 3 is connected with a cantilever end corner point on the platform beam slab 2, and the lower end of the inclined stay bar is connected with a central main column 1 to support the cantilever end of the upper platform beam slab 2; the stair beams 5 participate in the stress of the platform beam plates 2 and are used for connecting the upper layer of the platform beam plates 2 and the lower layer of the platform beam plates 2, so that the structural integrity is enhanced. In addition, the main guy wires 6 are respectively stayed at the elevation positions of the 6 th layer and the 8 th layer of the platform beam plates 2, and the lower ends of the main guy wires 6 are connected with the ground (foundation) for balancing the unbalanced moment of the central main column 1 brought by the integral modeling.
The design method of the spiral landscape tower comprises the following steps:
(1) According to the distribution of each layer of platform, the cross section of the central main column 1 and the arrangement of the main inhaul cables 6 are optimized according to a simplified concentrated force method, the overall transverse deformation of the central main column 1 is guaranteed to be minimum, and the cross section of the central main column 1 and the arrangement form, the cross section and the pretension of the main inhaul cables 6 are determined;
(2) Each layer of platform beam plate 2 is calculated according to the single-layer platform beam plate 2 and the inclined suspender 4, and the beam section of the platform beam plate 2 and the section of the inclined suspender 4 are determined;
(3) Carrying out integral analysis, determining the sections of the diagonal brace 3 and the stair beam 5, and accounting the sections of the rest components;
(4) Accounting structure (spiral landscape tower) strength, rigidity, stability, integral anti-capsizing property, anti-seismic property, wind resistance, vibration property, construction process parameters and the like;
(5) If the structural vibration characteristics (including human vibration and wind vibration) in the step (4) do not meet the requirements, a vibration damper is additionally arranged on the platform beam plate 2, so that the vibration of the platform beam plate 2 is reduced.
The construction method of the spiral landscape tower comprises the following steps:
(1) The central main column 1 is installed in sections, steel pipes are installed first, and a main inhaul cable 6 is installed;
(2) The main inhaul cable 6 is pre-tensioned, and overstretched according to 105% of designed initial tension;
(3) Pouring concrete into the steel pipe after the main inhaul cable 6 is tensioned;
(4) Assembling each layer of platform beam plates 2 on the ground, integrally hoisting the platform beam plates to a designated elevation, fixing the platform beam plates with a central main column 2, and simultaneously installing an inclined suspender 4 and an inclined stay bar 3;
(5) Installing a stair beam 5 and a step;
(6) The deformation of the center main column 1 and the tension of the main cable 6 are checked, and the tension is adjusted to finely adjust the deformation of the whole structure.
Example 3
The embodiment provides a spiral landscape tower, as shown in fig. 7 and 8, which comprises a central main column 1, a platform beam plate 2, a diagonal brace 3, a diagonal boom 4, a stair beam 5, a main inhaul cable 6 and a secondary inhaul cable 7. Eight layers of platform beam plates 2 capable of being used for people to get on are arranged, one layer of platform beam plates 2 with a top cover is arranged, nine layers of platform beam plates 2 are arranged in total, the rotation angle theta of each layer on a plane is 30 degrees (as shown in figures 1 and 2), a central main column 1 adopts a steel tube concrete column, and each layer of platform beam plates 2 is connected with the central main column 1; two inclined suspenders 4 are arranged on each layer, the upper ends of the inclined suspenders are converged to the elevation position of the central main column 2 on the upper layer platform beam slab 2, and the lower ends of the inclined suspenders are connected with the tip corner points; an inclined stay bar 3 is arranged in a wall body at one side, the upper end of the inclined stay bar 3 is connected with a cantilever end corner point on the platform beam slab 2, and the lower end of the inclined stay bar is connected with a central main column 1 to support the cantilever end of the upper platform beam slab 2; the stair beams 5 participate in the stress of the platform beam plates 2 and are used for connecting the upper layer of the platform beam plates 2 and the lower layer of the platform beam plates 2, so that the structural integrity is enhanced. In addition, the two main cables 6 are stayed at the elevation position of the 8 th layer platform beam plate 2, the lower ends of the main cables 6 are connected with the ground (foundation) for balancing unbalanced moment of the central main column 1 brought by the integral modeling, meanwhile, one-pass cable 7 is stayed reversely at the 5 th layer platform position, and the lower ends of the secondary cables 7 are connected with the ground (foundation) for reducing bending moment of the middle section of the central main column 1 and reducing the section of the central main column 1.
The design method of the spiral landscape tower comprises the following steps:
(1) According to the distribution of each layer of platform, the cross section of the central main column 1 and the arrangement of the main inhaul cables 6 are optimized according to a simplified concentrated force method, the overall transverse deformation of the central main column 1 is guaranteed to be minimum, and the cross section of the central main column 1 and the arrangement form, the cross section and the pretension of the main inhaul cables 6 are determined;
(2) Each layer of platform beam plate 2 is calculated according to the single-layer platform beam plate 2 and the inclined suspender 4, and the beam section of the platform beam plate 2 and the section of the inclined suspender 4 are determined;
(3) Carrying out integral analysis, determining the sections of the diagonal brace 3 and the stair beam 5, and accounting the sections of the rest components;
(4) Accounting structure (spiral landscape tower) strength, rigidity, stability, integral anti-capsizing property, anti-seismic property, wind resistance, vibration property, construction process parameters and the like;
(5) If the structural vibration characteristics (including human vibration and wind vibration) in the step (4) do not meet the requirements, a vibration damper is additionally arranged on the platform beam plate 2, so that the vibration of the platform beam plate 2 is reduced.
The construction method of the spiral landscape tower comprises the following steps:
(1) The central main column 1 is installed in sections, steel pipes are installed first, and a main inhaul cable 6 is installed;
(2) The main inhaul cable 6 is pre-tensioned, and overstretched according to 105% of designed initial tension;
(3) Pre-tensioning the secondary inhaul cable 7, and performing super-tensioning according to 105% of designed initial tension;
(4) Pouring concrete into the steel pipe after tensioning is completed;
(5) Assembling each layer of platform beam plates 2 on the ground, integrally hoisting the platform beam plates to a designated elevation, fixing the platform beam plates with a central main column 2, and simultaneously installing an inclined suspender 4 and an inclined stay bar 3;
(6) Installing a stair beam 5 and a step;
(7) The deformation of the center main column 1 and the tension of the main cable 6 are checked, and the tension is adjusted to finely adjust the deformation of the whole structure.
The previous description of the embodiments is provided to facilitate a person of ordinary skill in the art in order to make and use the present invention. It will be apparent to those skilled in the art that various modifications can be readily made to these embodiments and the generic principles described herein may be applied to other embodiments without the use of the inventive faculty. Therefore, the present invention is not limited to the above-described embodiments, and those skilled in the art, based on the present disclosure, should make improvements and modifications without departing from the scope of the present invention.

Claims (10)

1. The spiral landscape tower is characterized by comprising a central main column (1), a platform beam plate (2) and a support connecting component;
the platform beam plates (2) are arranged in multiple layers, each layer of platform beam plate (2) is connected with the central main column (1), fixed angular points and end picking angular points are arranged on the platform beam plates (2), each layer of platform beam plate (2) rotates by the same angle around the fixed angular points on a plane, the fixed angular points are in the projection outline range of the central main column (1), the end picking angular points are at the outward-picking ends of the platform beam plates (2), and the end picking angular points of each layer of platform beam plates (2) spatially accord with the unfolding logic of the Fermat spiral line;
the support connecting component is connected with the central main column (1) and each layer of platform beam plates (2) so as to support and connect the central main column (1) and each layer of platform beam plates (2).
2. A spiral landscape tower according to claim 1, wherein the support connection assembly comprises a diagonal brace (3), a diagonal boom (4);
the upper end of the inclined stay bar (3) is connected with a cantilever end corner point on the platform beam plate (2), and the lower end of the inclined stay bar is connected with the central main column (1) so as to support the cantilever end of the platform beam plate (2);
the upper end of the inclined suspender (4) is connected with the central main column (1), and the lower end of the inclined suspender is connected with the tip corner point on the platform beam slab (2) so as to bear the vertical load of each layer of the platform beam slab (2).
3. A spiral landscape tower according to claim 2, characterized in that each layer of platform beam plates (2) is provided with two inclined suspenders (4) at the layer;
one or two inclined stay bars (3) are arranged on the lower layer of each layer of platform beam plate (2).
4. A spiral landscape tower according to claim 2, characterized in that the support connection assembly further comprises a stair beam (5);
the stair beams (5) are respectively connected with two adjacent layers of platform beam plates (2) so as to be connected with the upper layer of platform beam plates (2) and the lower layer of platform beam plates (2).
5. A spiral landscape tower according to claim 4, characterized in that each layer of platform beam plates (2) is provided with one or two stairs beams (5) at the lower layer.
6. The spiral landscape tower of claim 1, further comprising a pull rope;
the upper end of the inhaul cable is connected with the central main column (1), and the lower end of the inhaul cable is connected with the ground so as to balance unbalanced moment brought by the overall modeling of the landscape tower to the central main column (1).
7. A spiral landscape tower according to claim 1, characterized in that the central main column (1) is a concrete-filled steel tube column or a steel tube column.
8. A spiral landscape tower according to claim 1, characterized in that the platform beam plate (2) is a square platform.
9. A spiral landscape tower according to claim 1, characterized in that the contour of the central main column (1) is inscribed with two edges extending from fixed corner points on the platform beam plates (2) of each layer, and the central main column (1) is within the projection contour range of the platform beam plates (2) of each layer.
10. A spiral landscape tower according to claim 1, characterized in that the cross section of the central main column (1) is circular.
CN202211614676.0A 2022-12-15 2022-12-15 Spiral landscape tower Pending CN116163575A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202211614676.0A CN116163575A (en) 2022-12-15 2022-12-15 Spiral landscape tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202211614676.0A CN116163575A (en) 2022-12-15 2022-12-15 Spiral landscape tower

Publications (1)

Publication Number Publication Date
CN116163575A true CN116163575A (en) 2023-05-26

Family

ID=86410256

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202211614676.0A Pending CN116163575A (en) 2022-12-15 2022-12-15 Spiral landscape tower

Country Status (1)

Country Link
CN (1) CN116163575A (en)

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