CN107654010A - A kind of round bamboo space three-hinged arch construction unit and circle bamboo space three-hinged arch structural system - Google Patents
A kind of round bamboo space three-hinged arch construction unit and circle bamboo space three-hinged arch structural system Download PDFInfo
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- CN107654010A CN107654010A CN201711000992.8A CN201711000992A CN107654010A CN 107654010 A CN107654010 A CN 107654010A CN 201711000992 A CN201711000992 A CN 201711000992A CN 107654010 A CN107654010 A CN 107654010A
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- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 91
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 91
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 91
- 241001330002 Bambuseae Species 0.000 title claims abstract description 86
- 239000011425 bamboo Substances 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000007598 dipping method Methods 0.000 claims description 4
- 210000001015 abdomen Anatomy 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 6
- 241000209128 Bambusa Species 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
- E04D13/158—Trimming strips; Edge strips; Fascias; Expansion joints for roofs covering the overhang at the eave side, e.g. soffits, or the verge of saddle roofs
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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- Rod-Shaped Construction Members (AREA)
Abstract
A kind of round bamboo space three-hinged arch construction unit and circle bamboo space three-hinged arch structural system, the space cell one and space cell two that circle bamboo space three-hinged arch construction unit includes fixing device, collectively constituted by vertical support structure and roof bearing structure, the top of space cell one and space cell two is hinged, and is hinged to form space three-hinged arch unit respectively with fixing device in bottom;Circle bamboo space three-hinged arch structural system includes the circle bamboo space three-hinged arch construction unit of the above.It is spaced apart between two adjacent round bamboo space three-hinged arch construction units, it is provided with the attachment means for two adjacent round bamboo space three-hinged arch construction units being connected as an entirety between the three-hinged arch construction unit of circle bamboo space.The section turn moment very little of the single rod member of the structural system of the present invention, rod member is primarily subjected to axial force, and it is poor to justify bamboo rod member flexural property, preferable by axial force, so the present invention is quite suitable for justifying bamboo structure.
Description
Technical field
The invention belongs to building structure, more particularly to a kind of round bamboo space three-hinged arch construction unit and circle bamboo space three-hinged arch
Structural system.
Background technology
The general planar structure with triangular element that truss-like roof truss is made up of straight-bar, truss member are primarily subjected to
Axial tension or pressure, so as to make full use of the intensity of material, it is widely used living with industry.But because
The setting of lower edge rod member, " triangle " space shared by truss-like roof truss can not pass through, the effectively current and use of building
It is highly the height of lower boom to ground, leverages the headroom of building.
" family of German-Chinese colleague " of Shanghai World's Fair in 2010 justifies Bamboo structural building, and circle bamboo structure post is obliquely installed, and
Roofing eave and ground are met at a bit, and the transit passage into building is the angle space of circle bamboo structure intercolumniation, for a person to use
Effective transit passage it is small, it is impossible to realize the rapid evacuation of the stream of people, in order to increase enter building transit passage, it is possible to increase circle
Angle between bamboo structure post or the height for increasing building, but can bring the increase on round bamboo column length, structural stability
It is deteriorated, so this structure is not suitable for the big building of flow of the people.The structure bears roof load using steel member, and steel member is to save
Roof load is transmitted to the connecting node of round bamboo by the form of point loading, and the circle bamboo cross bar of roofing only plays connection function, do not held
By roofing vertical load, compare waste.Contact component between roof structure unit only has the bar of horizontal and vertical both direction
Part, does not form triangle, and the resistance to overturning of roofing is poor.
The content of the invention
The goal of the invention of the present invention is to be directed to issue noted above, there is provided a kind of round bamboo space three-hinged arch construction unit
And circle bamboo space three-hinged arch structural system.
The technical solution adopted by the present invention is as follows：
The invention provides a kind of round bamboo space three-hinged arch construction unit, including fixing device, by vertical support structure and roofing
Mutually cut with scissors on the top of the space cell one and space cell two that load-carrying members collectively constitute, space cell one and space cell two
Connect, and be hinged to form space three-hinged arch unit respectively with fixing device in bottom.
The present invention using vertical support structure bear roof bearing structure transmission come power, metope does not stress, in metope material
In the selection of material, just can more it consider attractive in appearance wider with economic dispatch many-side demand, range of choice；Arch structure system and beam knot
Structure system is compared, and the section turn moment very little of the single rod member of arch structure system, rod member is primarily subjected to axial force, and justify bamboo rod member by
Curved poor-performing, it is preferable by axial force, so arch structure system is more suitable for circle bamboo structure；Space three-hinged arch body unit compares plane
The anti-left and right side-thrust of three-hinged arch unit is more preferable, there is more preferable stability, and space three-hinged arch structural system can spell in left and right directions
More circle bamboo spaces three-hinged arch construction unit is connect, so as to meet the use needs of larger area building.
Further, vertical support structure includes column one, column two and column three, column one, column two and column three
One end be articulated with fixing device, the other end is articulated with roof bearing structure, and column one is tilted to the right 0~45 degree, column two to
Two outward-dipping 0~60 degree of 0~45 degree of left bank, column one and column, column three slope inwardly 0~45 degree.
Column one is tilted to the right 0~45 degree, and column two is tilted to the left 0~45 degree, and column one forms similar three with column two
Angular, structure is more stable, less yielding；Two outward-dipping 0~60 degree of column one and column, suffered horizontal force can be passed
Pass fixing device and offset a part of horizontal force, compared with being vertically arranged, reduce the bar for connection column one and column two
The quantity of part and fixing device.
Further, column three includes left column three and right column three, passes through short company between left column three and right column three
Beam is hinged, and left column three is tilted to the left 0~45 degree, and right column three is tilted to the right 0~45 degree.
Overall column can be replaced with the combination column that left column three and right column three form, selection can be facilitated, reduced to list
Root timber material force request.
Further, roof bearing structure includes top boom, tie-rod one, plane diagonal brace one, web member one, web member two and lower edge
Bar, top boom include top boom one and top boom two, and tie-rod two is provided with the hinged place of space cell one and space cell two, on
One end, one end of top boom two and one end of lower boom of chord member one and tie-rod two are be hinged, and tie-rod one is hinged chord member one, winded up
Bar two, one end of one end of web member one and web member two, the other end of column two, the other end of column one, the other end, the abdomen of chord member
The other end of bar one and the other end of web member two, the other end of column three are hinged two-by-two, chord member one, top boom two, tie-rod one with
And tie-rod two surrounds parallelogram, plane diagonal brace one is articulated with 2 points of the diagonal of parallelogram, top boom and horizontal plane
Angle be 0~60 degree.
Plane diagonal brace one connects 2 points of the diagonal of parallelogram, forms triangle, allows whole roof bearing structure more
Add stabilization；Web member one, web member two and lower boom can prevent room by together with roof bearing structure and vertical support structure drawknot
The lower flexure strain of face load-carrying members；The angle of top boom and horizontal plane is 0~60 degree, the i.e. folder of roof bearing structure and horizontal plane
Angle is 0~60 degree.Roofing maintenance system can be set on roof bearing structure, building is formed and use space.
Further, top boom one is not more than tie-rod one to the distance of tie-rod one and tie-rod two away from the one end of top boom two
Or the half of the length of tie-rod two, top boom two are not more than tie-rod one to the distance of tie-rod one and tie-rod two away from the one end of chord member one
Or the half of the length of tie-rod two, the distance of tie-rod one to top boom one and top boom two away from the one end of tie-rod two, which is not more than, winds up
/ 3rd of the length of bar one or top boom two.
In the case where top boom is beyond the formation eaves of tie-rod one, if tie-rod one is remote to top boom one and top boom two
The distance of the one end of tie-rod two is more than 1/3rd of the length of top boom one or top boom two, and top boom is close to one end of tie-rod two
There is the trend upwarped, the stress at the node that tie-rod two connects with top boom can be increased and the top boom one on eaves one side can be increased
With the amount of deflection of top boom two；Similarly, top boom one is not more than tie-rod to the distance of tie-rod one and tie-rod two away from the one end of chord member two
One or tie-rod two length half, top boom two is not more than tie-rod to the distance of tie-rod one and tie-rod two away from the one end of chord member one
One or tie-rod two length half.
Further, the both ends of tie-rod two are respectively articulated with one end of top boom one and top boom two, the both ends point of tie-rod one
Not Jiao Jie top boom one and top boom two the other end.
Further, space cell one and the specular of space cell two are set.
Present invention also offers a kind of round bamboo space three-hinged arch structural system, including above-mentioned circle bamboo space three-hinged arch structure
Unit, it is characterised in that spaced apart between two adjacent round bamboo space three-hinged arch construction units, circle bamboo space three-hinged arch knot
The attachment means for two adjacent round bamboo space three-hinged arch construction units being connected as an entirety are provided between structure unit.
It is spaced apart between two adjacent round bamboo space three-hinged arch construction units, it is to be in the usable clear height of interval
Bar five can be used as exit and entrance, also space can be used as multiple use, with above-mentioned " moral to the clear height between bottom surface
The transit passage that the family of middle colleague " enters building is that the angle space of circle bamboo structure intercolumniation is compared, and improves building space
Availability；Bigger gateway space can be provided compared with plane three-hinged arch system；Two adjacent round bamboo space three-hinged arch
The distance between construction unit can be according to the circle factor such as bamboo space three-hinged arch construction unit stressing conditions and enabling size requirements
Synthesis accounts for.
Further, attachment means include tie-rod five, tie-rod six and plane diagonal brace two, and the both ends of tie-rod five are respectively articulated with company
Connect the node that the vertical support structure of adjacent two circle bamboos space three-hinged arch construction unit is connected with roof bearing structure, tie-rod six
Both ends be hingedly connected the space cells one of adjacent two circles bamboo space three-hinged arch construction unit and be connected with space cell two
Node, plane diagonal brace two is articulated with the angle steel joint of tie-rod five and tie-rod six.
Tie-rod five, tie-rod six and plane diagonal brace two connect adjacent two round bamboo space three-hinged arch construction units and formed
One entirety so that structural system can constantly extend in left and right directions, so as to meet the use need of larger area building
Will.
Further, attachment means also include rod member seven, and one end of rod member seven is articulated and connected in vertical support structure and room
The node that face load-carrying members are connected, the other end of rod member seven are articulated and connected what is be connected in vertical support structure with fixing device
Node.
When need not set out access road between two adjacent round bamboo space three-hinged arch construction units, close to longitudinal end
Head is symmetrical arranged rod member seven；When the construction unit quantity of circle bamboo space three-hinged arch structural system is more in longitudinal combination quantity,
At interval of certain construction unit, rod member seven is set, more conducively adjacent two round bamboo space three-hinged arch construction unit connections
And form an entirety.
In summary, the beneficial effects of the invention are as follows：
1. the section turn moment very little of the single rod member of the structural system of the present invention, rod member is primarily subjected to axial force, and justifies bamboo rod member
Flexural property is poor, preferable by axial force, so the present invention is quite suitable for justifying bamboo structure；
It is to be in the usable clear height of interval 2. being separated with certain distance between liang adjacent round bamboo space three-hinged arch construction unit
Bar five can be used as exit and entrance to the clear height between bottom surface, also can use space as multiple use, and " German-Chinese same
The transit passage that the family of row " enters building is that the angle space of circle bamboo structure intercolumniation is compared, and improve building space has
Imitate utilization rate；
3. the present invention than truss-like roof truss can bigger " triangle " space using shared by truss-like roof truss, increase is using empty
Between height；
4. the circle bamboo rod member of the present invention all using being articulated and connected, solves the problems, such as round bamboo rod member difficulty rigid connection；
5. the present invention uses straight rod member, without carrying out bending machining to rod member, it can use natural circle bamboo and make by proper treatment
For material, gathered materials on the spot in bamboo producing region, reduce energy resource consumption that communications and transportation brings and the use of resource, and circle bamboo deadweight
Gently, the use of heavy duty equipment can be reduced or even avoided in construction, both reduced intervention of the work progress to natural environment
With destruction, be easily installed operation again, save social resources and human cost, circle bamboo building service life expires it is removed after,
Bamboo wood is degradable, reduces the pollution to environment；
6. all round bamboo rod members of the present invention can classify in machining location according to the sectional dimension of different size, it is processed into accurate
The rod member of length, and using the articulated element of standardization, fabricated round bamboo structure system can be achieved, be easy to quickly and accurately apply
Work and installation；
7. the present invention does not have to wall load-bearing, wall can according to attractive in appearance and economic flexibly selection, wall can also as needed oneself
By arranging, do not limited to by stressing influence.
Brief description of the drawings
Fig. 1 is the schematic diagram of circle bamboo space three-hinged arch construction unit；
Fig. 2 is the schematic diagram of circle bamboo space three-hinged arch structural system；
Fig. 3 is the structure diagram of circle bamboo space three-hinged arch structural system front view；
Fig. 4 is the structure diagram of circle bamboo space three-hinged arch structural system roofing figure；
Fig. 5 is the structure diagram of circle bamboo space three-hinged arch structural system side view.
Marked in figure：100- circle bamboos space three-hinged arch construction unit, 1- fixing devices, 2- columns one, 3- columns two, 4- systems
Bar one, 5- top booms, 5001- top booms one, 5002- top booms two, 6- planes diagonal brace one, 7- tie-rods two, 8- web members one, 9- abdomens
Bar two, 10- columns three, 1001- left columns three, 1002- right columns three, the short coupling beams of 11-, 12- lower booms, 12001- lower booms
One, 12002- lower boom two, 15- space cells one, 16- space cells two, 50- tie-rods five, 51- tie-rods six, 52- plane diagonal braces
Two, 53- rod member seven.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, it is right below in conjunction with drawings and Examples
The present invention is further elaborated.It should be appreciated that specific embodiment described herein is only to explain the present invention, not
For limiting the present invention.
Embodiment
A kind of round bamboo space three-hinged arch construction unit, including fixing device 1, by vertical support structure and roof bearing structure
The top of the space cell one and space cell two collectively constituted, space cell one and space cell two is hinged, and the bottom of at
End is hinged to form space three-hinged arch unit with fixing device 1 respectively.Fixing device 1 is reinforced concrete foundation, vertical support
Structure includes column 1, column 23 and column 3 10, and column 1 is tilted to the right 0~45 degree, and column 23 is tilted to the left 0~45
Two outward-dipping 0~60 degree of degree, column one and column, 3 10 mutually tilted 0~45 degree of column, column 3 10 includes left column three
1001 and right column 3 1002, be hinged by short coupling beam 11 between left column 3 1001 and right column 3 1002, left column three
1001 are tilted to the left 0~45 degree, and right column 3 1002 is tilted to the right 0~45 degree；Space cell 1 and the mirror of space cell 2 16
As being symmetrical arranged, space cell 1 and space cell 2 16 are be hinged, and roof bearing structure includes top boom 5, tie-rod 1, put down
Face diagonal brace 1, web member 1, web member 29 and lower boom 12, are provided with the hinged place of space cell 1 and space cell 2 16
Tie-rod 27, top boom 5 include top boom 1 and top boom 2 5002, and the angle of top boom 5 and horizontal plane is 0~60 degree,
Lower boom 12 includes lower boom 1 and lower boom 2 12002；Column 1, column 23, left column 3 1001 and right column
3 1002 one end is articulated with fixing device 1, the other end of column 1, one end of tie-rod 1, web member 1 one end and wind up
One end of bar 1 is hinged two-by-two, the other end of column 23, the other end of tie-rod 1, one end of web member 29, plane diagonal brace
One 6 one end and one end of top boom 2 5002 are hinged two-by-two, the other end of left column 3 1001, the other end of web member 29 and
One end of lower boom 2 12002 is hinged two-by-two, the other end of right column 3 1002, the other end of web member 1 and lower boom one
12001 one end is hinged two-by-two, one end of tie-rod 27, the other end of plane diagonal brace 1, lower boom 1 the other end and
The other end of top boom 1 is hinged two-by-two, the other end of tie-rod 27, the other end of lower boom 2 12002 and top boom two
5002 other end is hinged two-by-two.
Top boom 1 and top boom 2 5002 can exceed tie-rod 1 and form eaves, and tie-rod 1 and tie-rod 27 also may be used
Mount wall space eaves are formed more than top boom 1 or top boom 2 5002.
Space cell 1 and space cell 2 16 can structure it is consistent, each part dimension is inconsistent.
A kind of round bamboo space three-hinged arch structural system, including circle bamboo space three-hinged arch construction unit 100, two adjacent round bamboos are empty
Between it is spaced apart between three-hinged arch construction unit 100, be provided with connection dress between circle bamboo space three-hinged arch construction unit 100
Put, attachment means include tie-rod 5 50, tie-rod 6 51, pull bar 1 and pull bar 2 54 and plane diagonal brace 2 52, tie-rod 5 50
The vertical support structure that both ends are hingedly connected to adjacent two circle bamboos space three-hinged arch construction unit is connected with roof bearing structure
Node, the both ends of tie-rod 6 51 are hingedly connected to the space cells 1 and sky of adjacent two circle bamboos space three-hinged arch construction unit
Between the node that is connected of unit 2 16, plane diagonal brace 2 52 is articulated with the angle steel joint of tie-rod 5 50 and tie-rod 6 50；In two phases
When need not set out access road between the three-hinged arch construction unit of neighbour circle bamboo space, rod member seven is being symmetrical arranged close to direction end socket
53, one end of rod member 7 53 is articulated with the node that vertical support structure is connected with roof bearing structure, rod member 7 53 it is another
End is articulated with the node that vertical support structure is connected with fixing device.
" the circle bamboo " of the present invention can partially and fully use cemented bamboo, Recombined bamboo, thin bamboo strips used for weaving laminated timber, steel pipe or timber to substitute.
" be hinged " of the present invention also can use semi-rigid joint or rigid connection to substitute.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.
Claims (10)
1. a kind of round bamboo space three-hinged arch construction unit, it is characterised in that including fixing device（1）, by vertical support structure and
The top of the space cell one and space cell two that roof bearing structure collectively constitutes, space cell one and space cell two is mutual
It is be hinged, and bottom respectively with fixing device（1）It is hinged to form space three-hinged arch unit.
A kind of 2. round bamboo space three-hinged arch construction unit as claimed in claim 1, it is characterised in that the vertical support structure
Including column one（2）, column two（3）With column three（10）, column one（2）, column two（3）With column three（10）One end be hinged
In fixing device（1）, the other end is articulated with roof bearing structure, column one（2）It is tilted to the right 0~45 degree, column two（3）To the left
0~45 degree is tilted, column one（2）With column two（3）Outward-dipping 0~60 degree, column three（10）Slope inwardly 0~45 degree.
A kind of 3. round bamboo space three-hinged arch construction unit as claimed in claim 2, it is characterised in that the column three（10）Bag
Include left column three（1001）With right column three（1002）, left column three（1001）With right column three（1002）Between pass through short coupling beam
（11）It is be hinged, left column three（1001）It is tilted to the left 0~45 degree, right column three（1002）It is tilted to the right 0~45 degree.
A kind of 4. round bamboo space three-hinged arch construction unit as claimed in claim 2, it is characterised in that the roof bearing structure
Including top boom（5）, tie-rod one（4）, plane diagonal brace one（6）, web member one（8）, web member two（9）And lower boom（12）, top boom
（5）Including top boom one（5001）With top boom two（5002）, in space cell one（15）With space cell two（16）It is be hinged
Place is provided with tie-rod two（7）, top boom one（5001）One end, top boom two（5002）One end and lower boom（12）One end
With tie-rod two（7）It is be hinged, tie-rod one（4）Be hinged chord member one（5001）, top boom two（5002）, web member one（8）One end and abdomen
Bar two（9）One end, column two（3）The other end, column one（2）The other end, chord member（12）The other end, web member one（8）
The other end and web member two（9）The other end, column three（10）The other end be hinged two-by-two, chord member one（5001）, top boom two
（5002）, tie-rod one（4）And tie-rod two（7）Surround parallelogram, plane diagonal brace one（6）It is articulated with pair of parallelogram
2 points of linea angulata, top boom（5）Angle with horizontal plane is 0~60 degree.
A kind of 5. round bamboo space three-hinged arch construction unit as claimed in claim 4, it is characterised in that the top boom one
（5001）To tie-rod one（4）With tie-rod two（7）Away from top boom two（5002）The distance of one end is not more than tie-rod one（4）Or tie-rod
Two（7）Length half, top boom two（5002）To tie-rod one（4）With tie-rod two（7）Away from chord member one（5001）One end
Distance is not more than tie-rod one（4）Or tie-rod two（7）Length half, tie-rod one（4）To top boom one（5001）And top boom
Two（5002）Away from tie-rod two（7）The distance of one end is not more than top boom one（5001）Or top boom two（5002）Length three
/ mono-.
A kind of 6. round bamboo space three-hinged arch construction unit as claimed in claim 4, it is characterised in that the tie-rod two（7）'s
Both ends are respectively articulated with top boom one（5001）With top boom two（5002）One end, tie-rod one（4）Both ends be respectively articulated with and wind up
Bar one（5001）With top boom two（5002）The other end.
A kind of 7. round bamboo space three-hinged arch construction unit as claimed in claim 1, it is characterised in that the space cell one
（15）With space cell two（16）Specular is set.
8. a kind of round bamboo space three-hinged arch structural system, including the circle bamboo space three-hinged arch described in one of the claims 1 to 7
Construction unit（100）, it is characterised in that two adjacent round bamboo space three-hinged arch construction units（100）Between it is spaced apart, circle
Bamboo space three-hinged arch construction unit（100）Between be provided with two adjacent round bamboo space three-hinged arch construction units（100）It is connected as one
Individual overall attachment means.
9. a kind of round bamboo space three-hinged arch structural system as claimed in claim 8, it is characterised in that the attachment means include
Tie-rod five（50）, tie-rod six（51）With plane diagonal brace two（52）, tie-rod five（50）Both ends be hingedly connected it is adjacent two circle bamboo
The node that the vertical support structure of space three-hinged arch construction unit is connected with roof bearing structure, tie-rod six（51）Both ends point
Be not articulated and connected the space cell one of adjacent two circles bamboo space three-hinged arch construction unit（15）With space cell two（16）It is connected
Node, plane diagonal brace two（52）It is articulated with tie-rod five（50）With tie-rod six（51）Angle steel joint.
10. a kind of round bamboo space three-hinged arch structural system as claimed in claim 9, it is characterised in that the attachment means are also
Including rod member seven（53）, rod member seven（53）One end be articulated and connected the section being connected in vertical support structure with roof bearing structure
Point, rod member seven（53）The other end be articulated and connected the node being connected in vertical support structure with fixing device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711000992.8A CN107654010B (en) | 2017-10-24 | 2017-10-24 | Round bamboo space three-hinged arch structure unit and round bamboo space three-hinged arch structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711000992.8A CN107654010B (en) | 2017-10-24 | 2017-10-24 | Round bamboo space three-hinged arch structure unit and round bamboo space three-hinged arch structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107654010A true CN107654010A (en) | 2018-02-02 |
| CN107654010B CN107654010B (en) | 2023-07-14 |
Family
ID=61118023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711000992.8A Active CN107654010B (en) | 2017-10-24 | 2017-10-24 | Round bamboo space three-hinged arch structure unit and round bamboo space three-hinged arch structure system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108868005A (en) * | 2018-07-24 | 2018-11-23 | 南京慢城光电科技有限公司 | The steel frame construction of dome arched girder |
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| CN202347446U (en) * | 2011-12-06 | 2012-07-25 | 中铁四局集团第一工程有限公司 | Supporting structure for construction of zero block of reinforced concrete continuous beam |
| CN104372860A (en) * | 2014-10-31 | 2015-02-25 | 甘秀明 | Controllable horizontal loading combined supporting column |
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| CN108868005A (en) * | 2018-07-24 | 2018-11-23 | 南京慢城光电科技有限公司 | The steel frame construction of dome arched girder |
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