CN109098286A - Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group - Google Patents
Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group Download PDFInfo
- Publication number
- CN109098286A CN109098286A CN201811136019.3A CN201811136019A CN109098286A CN 109098286 A CN109098286 A CN 109098286A CN 201811136019 A CN201811136019 A CN 201811136019A CN 109098286 A CN109098286 A CN 109098286A
- Authority
- CN
- China
- Prior art keywords
- weight body
- cable structure
- super
- suspended
- line
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention provides a kind of super-span self-contained pattern suspended-cable structure units, for being mounted on preset ground to combine to form the building with longspan structure, it is characterized in that, including multiple twisted branch seats, one end of each twisted branch seat is mounted on ground, the first twisted branch seat and the second twisted branch seat comprising multipair mounted in pairs；Weight body, the bottom of one end are mounted on the other end of twisted branch seat, thus be connected by twisted branch seat with ground, the first weight body and the second weight body comprising mounted in pairs；One end of more main drag-lines, each main drag-line is connected to the top of the first weight body, and the other end is connected to the top of the second weight body；At least one steadying line, one end are mounted on the bottom of the other end of weight body；At least one anchor ingot, corresponding with steadying line to be embedded on ground, the other end of steadying line is for being connected to anchor ingot.
Description
Technical field
The present invention relates to building structure fields, and in particular to a kind of super-span self-contained pattern suspended-cable structure unit and suspension cable
Structure group.
Background technique
With the continuous development of city process, demand of the people to heavy construction is more more and more intense, occurs in the prior art
A kind of building structure of large span, and application is more and more extensive.The structure type of traditional long span building mainly has folding
Hardened structure, grid structure, cantilevered structure, shell structure, tent tension structure, inflatable structure etc., but these structure types across
Spend relatively limited, and cost is higher.
Suspended-cable structure is to be formed by load-carrying members by flexible cable and its edge member.The material of drag-line can use steel
Tow, wirerope, steel hinge line, chain, round steel and the good wire rod of other examining tensile behaviors.Suspended-cable structure is widely used in bridge
Structure, is then suitable for long span building object for building construction, such as sports building (gymnasium, natatorium and sports ground),
(exhibition hall, the acrobatics Room and general merchandise market etc.) and exceptional structure etc. are built in industrial plant, culture life.
Suspended-cable structure reasonable stress can play the characteristic of material to greatest extent, considerably increase building structure across
Degree, while also mitigating the self weight of structure.But with the increasing of span, the isostructural office of Cable dome designed using suspended-cable structure
Sex-limited to be more and more obvious, component stability problem is also more and more prominent.
Summary of the invention
To solve the above problems, present invention employs following technical solutions:
The present invention provides a kind of super-span self-contained pattern suspended-cable structure unit, for be mounted on preset ground from
And combine the building for being formed and there is longspan structure, which is characterized in that including multiple twisted branch seats, one end of each twisted branch seat is pacified
On ground, the first twisted branch seat and the second twisted branch seat comprising multipair mounted in pairs；Weight body, the bottom of one end are mounted on strand
On the other end of support, thus be connected by twisted branch seat with ground, the first weight body and the second counterweight comprising mounted in pairs
Body；One end of more main drag-lines, each main drag-line is connected to the top of the first weight body, and the other end is connected to the second weight body
Top；At least one steadying line, one end are mounted on the bottom of the other end of weight body；At least one anchor ingot is opposite with steadying line
That answers is embedded on ground, and the other end of steadying line is for being connected to anchor ingot.Wherein, the first weight body and the second weight body are opposite
The bottom of one end be mounted on the first twisted branch seat so that the first weight body can be rotated and be generated around the first twisted branch seat
The bottom of the first tilting moment, the second weight body and the opposite one end of the first weight body is mounted on the second twisted branch seat, to make
Obtaining the second weight body can rotate around the second twisted branch seat and generate second tilting moment contrary with the first tilting moment.
Main drag-line is for connecting the first weight body and the second weight body and forming pulling force, so that the first tilting moment and second is inclined
Covering torque can balance.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure units, can also have the feature that,
In, the quality of the first weight body and the second weight body is unequal, and steadying line and anchor ingot are mounted on the first weight body and the second counterweight
In body on quality biggish one.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure units, can also have the feature that,
In, weight body is that section is trapezoidal or a quarter is round or 1/8th circular boss.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure units, can also have the feature that,
In, weight body is made of armored concrete.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure units, can also have the feature that,
In, anchor ingot is made of armored concrete.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure groups, have the feature that, by multiple super larges
Span self-contained pattern suspended-cable structure unit is formed.Wherein, the extending direction of main drag-line is first direction, and every main drag-line is mutual
It is installed in parallel and evenly and at intervals along the second direction vertical with first direction, weight body is set side by side along second direction
It sets, main drag-line is along the length of first direction, weight body length in a second direction and super-span self-contained pattern suspended-cable structure
The height of unit forms the structure space of super-span self-contained pattern suspended-cable structure group.
The present invention provides a kind of super-span self-contained pattern suspended-cable structure groups, have the feature that, by multiple super larges
Span self-contained pattern suspended-cable structure unit is formed.Wherein, the equal length of every main drag-line.The shape phase of each weight body
Together, circumferentially it is arranged, so that weight body is capable of forming a truncated cone-shaped, the perimeter and super-span self-forming of truncated cone-shaped
The height of formula suspended-cable structure unit forms the structure space of super-span self-contained pattern suspended-cable structure group.
Invention action and effect
Super-span self-contained pattern suspended-cable structure unit according to the present invention, for being mounted on preset ground to group
Conjunction forms heavy construction, is mounted on the twisted branch seat on ground including multiple one end, which includes the of multipair mounted in pairs
Hank support and the second twisted branch seat.The bottom of one end is mounted on the weight body on the other end of twisted branch seat, the weight body include at
To the first weight body and the second weight body of installation, it is connected by twisted branch seat with ground.Since the first weight body is matched with second
The bottom of the opposite one end of weight body is mounted on the first twisted branch seat, therefore the first weight body can rotate simultaneously around the first twisted branch seat
The first tilting moment is generated, since the bottom of the second weight body and the opposite one end of the first weight body is mounted on the second twisted branch seat
On, therefore the second weight body can rotate around the second twisted branch seat and generate second contrary with the first tilting moment and topple
Torque.Since super-span self-contained pattern suspended-cable structure unit further includes more for connecting the first weight body and the second weight body
Main drag-line, one end of every main drag-line is connected to the top of the first weight body, and the other end is connected to the top of the second weight body
And pulling force is formed, therefore the first tilting moment and the second tilting moment can balance.Due to super-span self-contained pattern suspension cable knot
Structure unit further includes the steadying line and at least one and stabilization of the bottom for the other end that at least one one end is mounted on weight body
The corresponding anchor ingot being embedded on ground of rope, and the other end of steadying line is for being connected to anchor ingot, therefore anchor ingot and stabilization
Rope can work in coordination, to play the role of stable weight body.
Super-span self-contained pattern suspended-cable structure group according to the present invention, by multiple super-span self-contained pattern suspended-cable structures
Unit composition.Since weight body is arranged side by side along the direction vertical with main drag-line extending direction, main drag-line is along main drag-line
Extending direction length, the weight body direction vertical with main drag-line extending direction length and suspended-cable structure unit height
The structure space of suspended-cable structure group is formd, structure space inside is huge and supports without one.
Super-span self-contained pattern suspended-cable structure group according to the present invention, by multiple super-span self-contained pattern suspended-cable structures
Unit composition.Since the shape of each weight body is identical, circumferentially it is arranged, so that weight body forms a truncated cone-shaped, therefore
The perimeter of truncated cone-shaped and the height of suspended-cable structure unit form the structure space of suspended-cable structure group, and the structure space is rounded,
Inside is huge and supports without one.
Detailed description of the invention
Fig. 1 is the diagrammatic cross-section of the super-span self-contained pattern suspended-cable structure unit of embodiment 1；
Fig. 2 is the structural schematic diagram of the super-span self-contained pattern suspended-cable structure unit of embodiment 1；
Fig. 3 is the structural schematic diagram of the super-span self-contained pattern suspended-cable structure group of embodiment 2；
Fig. 4 is the top view of the super-span self-contained pattern suspended-cable structure group of embodiment 2；
Fig. 5 is the structural schematic diagram of the fFour piece type building structural unit of embodiment 3；
Fig. 6 is the structural schematic diagram of the fFour piece type building of embodiment 3；
Fig. 7 is the structural schematic diagram of eight flap-type building structural units of embodiment 4；
Fig. 8 is the structural schematic diagram of the eight flap-type building of embodiment 4；
Fig. 9 is the structural schematic diagram of the shell type building structural unit of embodiment 5；
Figure 10 is the structural schematic diagram of the shell type building of embodiment 5.
In figure, 10- twisted branch seat；11- the first twisted branch seat；12- the second twisted branch seat；20- weight body；The first weight body of 21-；
The second weight body of 22-；The main drag-line of 30-；40- steadying line；50- anchor ingot.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below
Attached drawing is closed to be specifically addressed super-span self-contained pattern suspended-cable structure unit of the invention.
In following embodiments, " suspended-cable structure unit " refers both to super-span self-contained pattern suspended-cable structure unit, " suspended-cable structure
Group " refers both to super-span self-contained pattern suspended-cable structure group.Stress demand needed for ground can satisfy support suspended-cable structure group.
<embodiment 1>
Fig. 1 is the diagrammatic cross-section of super-span self-contained pattern suspended-cable structure unit of the invention；
Fig. 2 is the structural schematic diagram of super-span self-contained pattern suspended-cable structure unit of the invention.
As depicted in figs. 1 and 2, the suspended-cable structure unit 100 in the present embodiment 1 include twisted branch seat 10, the first twisted branch seat 11,
Second twisted branch seat 12, weight body 20, the first weight body 21, the second weight body 22, main drag-line 30, steadying line 40 and anchor ingot 50.
Twisted branch seat 10 is made of high strength steel, and quantity is 8.One end of each twisted branch seat 10 passes through fixed device installation
On ground, the first twisted branch seat 11 and the second twisted branch seat 12 comprising 4 pairs of mounted in pairs.
Weight body 20 is that the section made of armored concrete is trapezoidal boss, includes the shape being arranged in pairs on ground
Shape and quality the first weight body 21 and the second weight body 22 all the same, the first weight body 21 and the second weight body 22 opposite one
The bottom at end is mounted on the other end of the first twisted branch seat 11, is connected by the first twisted branch seat 11 with ground, so that first matches
Weight body 21 can be rotated around the first twisted branch seat 11, under the gravity of the first weight body 21 itself, be inclined to form first
Cover torque, the bottom of the second weight body 22 and the opposite one end of the first weight body 21 is mounted on the other end of the second twisted branch seat 12
On, it is connected by the second twisted branch seat 12 with ground, the second weight body 22 is rotated around the second twisted branch seat 12,
Under the gravity of two weight bodies 22 itself, to form second tilting moment contrary with the first tilting moment.
Main drag-line 30 is made of light-weight high-strength material, and quantity is 6.One end of every main drag-line 30 is connected to first and matches
The top of weight body 21, the other end are connected to the top of the second weight body 22, it is parallel to each other and along with main 30 side of extension of drag-line
It is installed evenly and at intervals to vertical direction.Every main drag-line 30 passes through the first weight body 21 of connection and the formation of the second weight body 22
Pulling force enables the first tilting moment and the second tilting moment to balance, to realize the first weight body 21 and the second weight body
Super-span between 22, the as span of suspended-cable structure unit 100.
Steadying line 40 is made of light-weight high-strength material, and quantity is 8.One end of 4 steadying lines 40 is mounted on first and matches
The bottom of the one end opposite with the second weight body 22 of weight body 21, one end of 4 steadying lines 40 are mounted on the second weight body 22 and
The bottom of the opposite one end of one weight body 21.
Anchor ingot 50 is made of armored concrete, and quantity is 8, corresponding with steadying line 40 to be embedded on ground, stablizes
The other end of rope 40 is for being connected to anchor ingot 50.Anchor ingot 50 can work in coordination with steadying line 40, to play stable weight body
The size of 20 effect, anchor ingot 50 is determined according to the pulling force of steadying line 40.
<embodiment 2>
Fig. 3 is the structural schematic diagram of the super-span self-contained pattern suspended-cable structure group of embodiment 2；
Fig. 4 is the top view of the super-span self-contained pattern suspended-cable structure group of embodiment 2；
As shown in Figure 3 and Figure 4, the suspended-cable structure group 200 in the present embodiment 2 is by the suspended-cable structure list in multiple embodiments 1
Member 100 forms.Weight body 20 is arranged side by side along the direction vertical with main 30 extending direction of drag-line.Due to each suspended-cable structure list
Member 100 is all an independent rock-steady structure, so that the suspended-cable structure set up in the side vertical with main 30 extending direction of drag-line
The quantity of unit 100 is unrestricted, to make length of the suspended-cable structure group 200 on the direction vertical with main 30 extending direction of drag-line
It spends unrestricted.Main drag-line 30 is along the length of the length of the extending direction of main drag-line 30, weight body 20 and main drag-line 30 and outstanding
The height of Cable Structure unit 100 forms the structure space of suspended-cable structure group 200, and structure space inside is huge and without one
Root supports.
<embodiment 3>
Fig. 5 is the structural schematic diagram of the fFour piece type building unit of embodiment 3；
Fig. 6 is the structural schematic diagram of the fFour piece type building of embodiment 3；
In the present embodiment 3, identical symbol is given for structure and condition same as Example 2, and omit identical
Explanation.
In embodiment 3, suspended-cable structure group 200 is made of the suspended-cable structure unit 100 in multiple embodiments 2, suspended-cable structure
The structure of unit 100 is same as Example 2, but the shape of weight body 20 and the combined method of suspended-cable structure unit 100 are
Difference, specifically:
Weight body 20 is the boss that section is a quarter circle, is circumferentially arranged, two pairs pairs of 20 groups of weight body
At a complete truncated cone-shaped building, main drag-line 30 intermeshes.The perimeter of truncated cone-shaped building and the height of suspended-cable structure unit 100
Degree forms the structure space of suspended-cable structure group 200, and the structure space is rounded.
<embodiment 4>
Fig. 7 is the structural schematic diagram of eight flap-type building units of embodiment 4；
Fig. 8 is the structural schematic diagram of the eight flap-type building of embodiment 4；
In the present embodiment 4, identical symbol is given for structure and condition same as Example 2, and omit identical
Explanation.
In embodiment 4, suspended-cable structure group 200 is made of the suspended-cable structure unit 100 in multiple embodiments 2, suspended-cable structure
The structure of unit 100 is same as Example 2, but the shape of weight body 20 and the combined method of suspended-cable structure unit 100 are
Difference, specifically:
Weight body 20 is that section is 1/8th circular boss, is circumferentially arranged, four pairs pairs of 20 groups of weight body
At a complete truncated cone-shaped building, main drag-line 30 intermeshes.The perimeter of truncated cone-shaped building and the height of suspended-cable structure unit 100
Degree forms the structure space of suspended-cable structure group 200, and the structure space is rounded.
<embodiment 5>
Fig. 9 is the structural schematic diagram of the shell type building unit of embodiment 5；
Figure 10 is the structural schematic diagram of the shell type building of embodiment 5；
In the present embodiment 4, identical symbol is given for structure and condition same as Example 2, and omit identical
Explanation.
In embodiment 5, suspended-cable structure group 200 is made of the suspended-cable structure unit 100 in multiple embodiments 2, suspended-cable structure
The structure of unit 100 is same as Example 2, but the shape of weight body 20 and the combined method of suspended-cable structure unit 100 are
Difference, specifically:
Weight body 20 is that section is arc-shaped boss, and shape is in conchoidal, is circumferentially arranged, two pairs of pairs of counterweights
Body 20 forms the assembly of an anisotropic roof-type, and main drag-line 30 intermeshes.The perimeter and suspended-cable structure unit 100 of assembly
Height form the structure space of suspended-cable structure group 200.
Embodiment action and effect
According to the super-span self-contained pattern suspended-cable structure unit in embodiment 1, for be mounted on preset ground from
And the building for being formed and there is longspan structure is combined, it is mounted on the twisted branch seat on ground including 8 one end, which includes
The the first twisted branch seat and the second twisted branch seat of 4 pairs of mounted in pairs.The bottom of one end is mounted on the weight body on the other end of twisted branch seat,
The weight body includes the first weight body and the second weight body of mounted in pairs, is connected by twisted branch seat with ground.Due to first
The bottom of weight body and the opposite one end of the second weight body is mounted on the first twisted branch seat, therefore passes through the first weight body itself
Gravity, the first weight body can rotate around the first twisted branch seat and generate the first tilting moment, due to the second weight body with
The bottom of the opposite one end of the first weight body is mounted on the second twisted branch seat, therefore is made by the gravity of the second weight body itself
It can be rotated around the second twisted branch seat with, the second weight body and generate second contrary with the first tilting moment and toppled power
Square.Since super-span self-contained pattern suspended-cable structure unit includes 6 for connecting the master of the first weight body and the second weight body
Drag-line, one end of every main drag-line are connected to the top of the first weight body, and the other end is connected to the top of the second weight body and shape
At pulling force, therefore the first tilting moment and the second tilting moment can balance.Due to super-span self-contained pattern suspended-cable structure list
Member includes that the steadying line of the bottom for the other end that 8 one end are mounted on weight body and 8 corresponding with steadying line are embedded in
Anchor ingot on ground, and the other end of steadying line is used to be connected to anchor ingot, therefore anchor ingot can work in coordination with steadying line, from
And play the role of stable weight body.
According to the super-span self-contained pattern suspended-cable structure group in embodiment 2, by multiple super-span self-contained pattern suspension cables
Structural unit composition.Since weight body is arranged side by side along the direction vertical with main drag-line extending direction, main drag-line is along main
The length in length, the weight body of the extending direction of the drag-line direction vertical with main drag-line extending direction and suspended-cable structure unit
Height forms the structure space of suspended-cable structure group, and structure space inside is huge and supports without one.
According to the super-span self-contained pattern suspended-cable structure group in the present embodiment 3 and embodiment 4, certainly by multiple super-spans
Formation type suspended-cable structure unit composition.Since weight body is circumferentially arranged, so that weight body forms a complete truncated cone-shaped
Building, therefore the perimeter of truncated cone-shaped building and the height of super-span self-contained pattern suspended-cable structure unit form super-span certainly
The structure space of formation type suspended-cable structure group, the structure space is rounded, and inside is huge and supports without one.
Since the sectional area of the weight body in embodiment 4 is 1/8th circles, the weight body volume in comparative example 3
It is smaller, therefore the weight body in embodiment 4 is more conducive to construct and safeguard.
Since the sectional area of weight body in above-described embodiment is trapezoidal or a quarter is round or 1/8th is round, simultaneously
The arrangement mode of super-span self-contained pattern suspended-cable structure unit is linear array or circumferential array, therefore can make up and have
The super-span self-contained pattern suspended-cable structure group of different outer shapes and internal structural space.
The preferred embodiment of the present invention has been described in detail above.It should be appreciated that the ordinary skill of this field is without wound
The property made labour, which according to the present invention can conceive, makes many modifications and variations.Therefore, all technician in the art
Pass through the available technology of logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Scheme, all should be within the scope of protection determined by the claims.
For example, weight body in above-described embodiment is shape and quality the first weight body and the second weight body all the same,
Steadying line and anchor ingot are successively installed in the lower section of each weight body, in super-span self-contained pattern suspension cable knot provided by the present invention
In structure unit, weight body is also an option that different the first weight bodies and the second weight body of quality, and only in the first weight body
Steadying line and anchor ingot are successively installed with below the lesser weight body of quality in the second weight body, to preferably balance first
The tilting moment of weight body and the second weight body stablizes super-span self-contained pattern suspended-cable structure unit.
For example, the section of the weight body in above-described embodiment is that trapezoidal or a quarter is round or 1/8th is round,
In super-span self-contained pattern suspended-cable structure unit provided by the present invention, the section of weight body can also be rectangle, semicircle
Shape, triangle etc., to meet the shape of various buildings and the demand of internal structural space.
Claims (7)
1. a kind of super-span self-contained pattern suspended-cable structure unit, for being mounted on preset ground so that combining formation has
The building of longspan structure characterized by comprising
One end of multiple twisted branch seats, each twisted branch seat is mounted on the ground, and first comprising multipair mounted in pairs twists
Support and the second twisted branch seat；
Weight body, the bottom of one end are mounted on the other end of the twisted branch seat, to pass through the twisted branch seat and the ground
It is connected, the first weight body and the second weight body comprising mounted in pairs；
More main drag-lines, one end of the every main drag-line are connected to the top of first weight body, and the other end is connected to institute
State the top of the second weight body；
At least one steadying line, one end are mounted on the bottom of the other end of the weight body；
At least one anchor ingot, corresponding with the steadying line to be embedded on the ground, the other end of the steadying line is used for
It is connected to the anchor ingot,
Wherein, the bottom of first weight body and the opposite one end of second weight body is mounted on the first twisted branch seat
On, so that first weight body can rotate around the first twisted branch seat and generate the first tilting moment, described
The bottom of two weight bodies and the opposite one end of first weight body is mounted on the second twisted branch seat, so that described the
Two weight bodies can rotate around the second twisted branch seat and generate second contrary with first tilting moment and topple
Torque,
The main drag-line is for connecting first weight body and second weight body and forming pulling force, so that described
First tilting moment and second tilting moment can balance.
2. super-span self-contained pattern suspended-cable structure unit according to claim 1, it is characterised in that:
Wherein, the quality of first weight body and second weight body is unequal, the steadying line and anchor ingot installation
In first weight body and second weight body on quality lesser one.
3. super-span self-contained pattern suspended-cable structure unit according to claim 1, it is characterised in that:
Wherein, the weight body is that section is trapezoidal or a quarter is round or 1/8th circular boss.
4. super-span self-contained pattern suspended-cable structure unit according to claim 1, it is characterised in that:
Wherein, the weight body is made of armored concrete.
5. super-span self-contained pattern suspended-cable structure unit according to claim 1, it is characterised in that:
Wherein, the anchor ingot is made of armored concrete.
6. a kind of super-span self-contained pattern suspended-cable structure group, it is characterised in that:
It is made of multiple super-span self-contained pattern suspended-cable structure units described in claim 1,
Wherein, the extending direction of the main drag-line is first direction,
The every main drag-line is parallel to each other and installs evenly and at intervals along the second direction vertical with the first direction,
The weight body is arranged side by side along the second direction,
Length, the weight body of the main drag-line are outstanding along the length of the second direction and the super-span self-contained pattern
The height of Cable Structure unit forms the structure space of the super-span self-contained pattern suspended-cable structure group.
7. a kind of super-span self-contained pattern suspended-cable structure group, it is characterised in that:
It is made of multiple super-span self-contained pattern suspended-cable structure units described in claim 1,
Wherein, the equal length of the every main drag-line,
The shape of each weight body is identical, is circumferentially arranged, so that the weight body is capable of forming a rotary table
Shape,
The height of the perimeter of the truncated cone-shaped and the super-span self-contained pattern suspended-cable structure unit forms the super-span
Spend the structure space of self-contained pattern suspended-cable structure group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811136019.3A CN109098286A (en) | 2018-09-28 | 2018-09-28 | Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811136019.3A CN109098286A (en) | 2018-09-28 | 2018-09-28 | Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109098286A true CN109098286A (en) | 2018-12-28 |
Family
ID=64867476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811136019.3A Pending CN109098286A (en) | 2018-09-28 | 2018-09-28 | Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109098286A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2267424A1 (en) * | 1974-04-10 | 1975-11-07 | Trilhe Henri | External support structure for tent like building - has external masts and inner and outer upper guy systems |
| JPH01165842A (en) * | 1987-11-24 | 1989-06-29 | Jr Adam T Schildge | Cable stay roof for stadium or arena and building method thereof |
| JPH01295942A (en) * | 1988-05-20 | 1989-11-29 | Shimizu Corp | Introduction of tensile force of radial expanded chord girder construction |
| CN101029504A (en) * | 2006-03-01 | 2007-09-05 | 孙善骏 | Cable support steel structure |
| CN101250916A (en) * | 2008-03-19 | 2008-08-27 | 董兰田 | Large span non-support suspended cable arch ceiling technique and application |
| US20080307719A1 (en) * | 2007-06-13 | 2008-12-18 | Murray Ellen | Domed non-steel roof frame |
-
2018
- 2018-09-28 CN CN201811136019.3A patent/CN109098286A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2267424A1 (en) * | 1974-04-10 | 1975-11-07 | Trilhe Henri | External support structure for tent like building - has external masts and inner and outer upper guy systems |
| JPH01165842A (en) * | 1987-11-24 | 1989-06-29 | Jr Adam T Schildge | Cable stay roof for stadium or arena and building method thereof |
| JPH01295942A (en) * | 1988-05-20 | 1989-11-29 | Shimizu Corp | Introduction of tensile force of radial expanded chord girder construction |
| CN101029504A (en) * | 2006-03-01 | 2007-09-05 | 孙善骏 | Cable support steel structure |
| US20080307719A1 (en) * | 2007-06-13 | 2008-12-18 | Murray Ellen | Domed non-steel roof frame |
| CN101250916A (en) * | 2008-03-19 | 2008-08-27 | 董兰田 | Large span non-support suspended cable arch ceiling technique and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3970301A (en) | Three-dimensional network | |
| US9546478B2 (en) | Continuous tension, discontinuous compression systems and methods | |
| CN207406698U (en) | A kind of combined earthquake-resistant stent | |
| US8789317B2 (en) | Method for forming a double-curved structure and double-curved structure formed using the same | |
| CN103758209A (en) | Ribbed-type crossed cable supported lattice shell structure with bearing cable crossed layout | |
| CN103236656B (en) | Column suspension type crossing structure and operating method thereof | |
| CN111236039B (en) | Large-span spatial cable net system suspension bridge | |
| CN201172905Y (en) | String annular canopy structure | |
| CN109098286A (en) | Super-span self-contained pattern suspended-cable structure unit and suspended-cable structure group | |
| CN107905358A (en) | A kind of high structural soundness Square Steel Tubes Truss | |
| CN207348284U (en) | A kind of open type super-span cable dome structure | |
| CN214422837U (en) | Novel flexible defense system | |
| CN212174223U (en) | Net rack ball hoisting device | |
| CN112127040A (en) | Novel flexible defense system and manufacturing method thereof | |
| CN209211916U (en) | A kind of light-duty attachment lattice Lifting device in high-altitude | |
| WO1997044543A1 (en) | Frame structure and method for forming the same | |
| CN210458987U (en) | Soft temporary pocket hoisting device is changed to jib | |
| CN110485254B (en) | Pedestrian landscape cable-stayed bridge based on sightseeing tower bridge tower structure | |
| WO2019218679A1 (en) | Cfrp suspension strip intersecting cable support structure | |
| RU160422U1 (en) | HYBRID DOME | |
| Liu et al. | TW-ICE: a freestanding ice shell pavilion | |
| CN201176652Y (en) | Double-layer cable-lever roof system | |
| CN109113183A (en) | Construction method based on large span self-contained pattern suspended-cable structure | |
| CN203200902U (en) | Radiation type pre-stressed suspended cable truss hanging structure | |
| CN205259191U (en) | Fish belly formula compensating beam of equilibrant equipartition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181228 |