CN205382608U - Circular shroud canopy of cable dome and combination of space steel truss - Google Patents
Circular shroud canopy of cable dome and combination of space steel truss Download PDFInfo
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- CN205382608U CN205382608U CN201620115942.9U CN201620115942U CN205382608U CN 205382608 U CN205382608 U CN 205382608U CN 201620115942 U CN201620115942 U CN 201620115942U CN 205382608 U CN205382608 U CN 205382608U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 67
- 239000010959 steel Substances 0.000 title claims abstract description 67
- 210000003458 notochord Anatomy 0.000 claims description 38
- 239000010410 layer Substances 0.000 claims description 32
- 239000002355 dual-layer Substances 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims 2
- 238000012423 maintenance Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000005260 corrosion Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 241000700608 Sagitta Species 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- VOXZDWNPVJITMN-ZBRFXRBCSA-N 17β-estradiol Chemical compound OC1=CC=C2[C@H]3CC[C@](C)([C@H](CC4)O)[C@@H]4[C@@H]3CCC2=C1 VOXZDWNPVJITMN-ZBRFXRBCSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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- Tents Or Canopies (AREA)
Abstract
The utility model provides a circular shroud canopy of cable dome and combination of space steel truss, includes shed roof and main part, the circular shroud canopy is approximate segment face, and the shed roof is cable dome structure, and the main part is space steel truss structure, cable dome structure's the bottom and the top fixed connection of space steel truss structure. Space steel truss structure includes the latitudinal direction curved beam of at least one deck, and the latitudinal direction curved beam is polygon space steel truss. Space steel truss structure includes latitudinal direction curved beam two layers at least and radial qu zhu, each layer latitudinal direction curved beam of radial bent support connnection, all latitudinal direction pull rod connections through setting up according to fixed latitude interval between the adjacent radial quzhu. The utility model discloses having combined tension structure and rigid structure, will having asked for the inside pulling force of tension structure, space steel truss structure such as dome structure and combine to the extrapolability, realized inside and outside atress self -balancing, reduced to encircle the profiled steel structure atress, structure overall stability is better, reduces the horizontal thrust of steel truss structure substructure and support simultaneously, reduces anticorrosive maintenance cost of later stage.
Description
Technical field
This utility model relates to the new structural systen, particularly a kind of Cable dome of a kind of drag-line and steel construction combination and the combinative structure of Steel Space Truss.
Background technology
Existing arch form Steel Space Truss structure stress is clear, is therefore widely used in the industrial building such as large-span industrial building, warehouse.Arch form Steel Space Truss structure is due to the needs of stress, and span is more big, and sagitta is more high, easily causes unnecessary space waste.Simultaneously under the effect of deadweight and vertical load, existing arch form Steel Space Truss structural steel amount is of a relatively high, and producing bigger horizontal thrust landing bearing place, cause steel superstructure and substructure, bearing cost higher, rod member is more will also result in later stage Corrosion Maintenance costly.
Current cable dome structure has at home and abroad built up many.Cable dome structure is as the large span spatial structure of a kind of flexibility, and it is mainly provided rigidity by prestressing force.Existing cable dome structure is as a kind of tension structure, in order to balance internal tension, must be provided with special confining part, this confining part is usually the radially-inwardly pulling force adopting the mode of pressurized ring beam or ring truss to bear inner cable dome, the notochord and the oblique cord outer end that make periphery are connected to fixing end, form a closed-loop path with the pressurized ring beam of periphery.This pressurized ring beam or ring truss are often conducted oneself with dignity relatively big as confining part, and the steel using amount causing pressurized ring beam or ring truss is relatively big, and pressurized ring beam or ring truss and application target are only used to bear Cable dome external pull, cause waste of material.
Utility model content
The purpose of this utility model is to provide the circular awning of a kind of Cable dome and Steel Space Truss combination, solve existing arch form Steel Space Truss structural steel amount relatively high cost higher, bearing horizontal thrust of landing is bigger, the technical problem that rod member maintenance expense is higher, the confining part deadweight also solving existing cable dome structure is relatively big, the technical problem of the bigger waste of material of steel using amount.
For achieving the above object, this utility model adopts the following technical scheme that
The circular awning that a kind of Cable dome combines with Steel Space Truss, including ceiling and main body, described circular awning is approximate spherical interior surface, and ceiling is cable dome structure, main body is Steel Space Truss structure, the fixing connection in the bottom of cable dome structure and the top of Steel Space Truss structure.
Described Steel Space Truss structure includes least one layer of broadwise curved beam, and described broadwise curved beam is polygon space steel truss.
Described Steel Space Truss structure includes broadwise curved beam and the radial direction Qu Zhu of at least two layers, and described radial direction song post connects each layer broadwise curved beam, connects each through by the spaced broadwise pull bar of fixed latitude between adjacent radial direction Qu Zhu.
Described broadwise curved beam is polygon space steel truss, described radial direction Qu Zhuwei triangle space steel truss, first top boom of described broadwise curved beam is connected with second top boom of radially Qu Zhu, and the first lower boom of described broadwise curved beam is connected with second lower boom of radially Qu Zhu.
Described cable dome structure includes the stepped three layers rope successively connected, respectively outer rope, middle rope and Nei Suo from the bottom to top, every layer of rope all at least includes notochord radially, the strop of broadwise and oblique cord, vertical strut it is also associated with between adjacent two layers rope, the top of described strut is connected with the intersection point of the notochord of last layer and oblique cord, the bottom of strut is connected with the intersection point of the strop of next layer and oblique cord, and the outmost turns notochord of notochord and the outmost turns oblique cord of oblique cord connect.
Described outer rope is made up of outer ring notochord, outer ring strop and outer ring oblique cord, described middle rope is by centre circle notochord, centre circle strop and centre circle oblique cord, described interior rope is made up of inner ring notochord, inner ring strop and inner ring oblique cord, wherein inner ring strop is Dual-layer strop, respectively upper strata strop and lower floor's strop, inner ring notochord is connected on the strop of upper strata, inner ring oblique cord is connected on lower floor's strop, the first strut it is connected between outer rope and middle rope, it is connected to the second strut between middle rope and interior rope, between Dual-layer strop, is connected to the 3rd strut.
Being connected to otic placode on the top boom of the broadwise curved beam of top layer, the outer end of outer ring notochord and outer ring oblique cord is each through being fixed on this otic placode and being connected with this broadwise curved beam.
Described broadwise curved beam and radially Qu Zhu are by related subgroup between chord member.
Compared with prior art this utility model has the characteristics that and beneficial effect:
The utility model proposes a kind of new circular enclosure booth structure, combine the advantage of tension structure and rigid structure, inside for the tension structures such as cable dome structure pulling force, Steel Space Truss structure outward thrust are combined, realize inside and outside small axial dimension, reduce arch form steel construction stress, whole structural stability is better, reduces the horizontal thrust of steel truss structure substructure and bearing simultaneously, reduces later stage Corrosion Maintenance expense.
In this utility model, after Steel Space Truss structure produces radially outer thrust, cable dome structure prestressed stretch-draw and carrying, radially notochord and oblique cord produce radially inner pulling force effect.Therefore, producing radially inner pulling force by cable dome structure, balance space steel truss structure produces radially outer thrust, reduces Steel Space Truss structure stress and the thrust that substructure is produced, it is achieved reduce structural steel amount and substructure consumption.
In this utility model, cable dome structure sagitta is less than existing arch form Steel Space Truss structure sagitta, it is possible to avoid causing the waste of space.Cable dome structure rod member quantity is little simultaneously, and steel cable is typically in architectural design service life and is made without Corrosion Maintenance, reduces later stage Corrosion Maintenance expense.Cable dome structure can adopt integral tension to construct, and middle part is without construction scaffolding, and speed of application is fast.Cable dome structure top building enclosure adopts the deadweight of film material lighter, it may be achieved more large span arch form structure, can reduce the horizontal thrust that arch form Steel Space Truss structure produces simultaneously.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is three dimensional structure schematic diagram of the present utility model.
Fig. 2 is the sectional structure schematic diagram of Fig. 1.
Fig. 3 is the plan structure schematic diagram of Fig. 1.
Fig. 4 is the three dimensional structure schematic diagram that cable dome structure is connected with monolayer broadwise curved beam.
Fig. 5 is the structural representation of broadwise curved beam.
Fig. 6 is broadwise curved beam and the Steel Space Truss attachment structure schematic diagram of the bent intercolumniation of radial direction.
Fig. 7 is the node structure schematic diagram that broadwise curved beam is connected with cable dome structure.
nullAccompanying drawing labelling: 1-ceiling、1.1-notochord、1.11-outer ring notochord、1.12-centre circle notochord、1.13-inner ring notochord、1.2-strop、1.21-outer ring strop、1.22-centre circle strop、1.23-inner ring strop、1.23a-upper strata strop、1.23b-lower floor strop、1.3-oblique cord、1.31-outer ring oblique cord、1.32-centre circle oblique cord、1.33-inner ring oblique cord、1.4-strut、1.41-the first strut、1.42-the second strut、1.43-the 3rd strut、2-main body、3-broadwise curved beam、3.1-the first top boom、3.2-the first lower boom、4-is Qu Zhu radially、4.1-the second top boom、4.2-the second lower boom、5-broadwise pull bar、6-otic placode、7-temporary support moulding bed.
Detailed description of the invention
Embodiment is shown in Figure 1, the circular awning that a kind of Cable dome combines with Steel Space Truss, including ceiling and main body, described circular awning is approximate spherical interior surface, ceiling 1 is cable dome structure, main body 2 is Steel Space Truss structure, the fixing connection in the bottom of cable dome structure and the top of Steel Space Truss structure.
Shown in Fig. 1-4, Steel Space Truss structure in this embodiment includes broadwise curved beam 3 and the bent post 4 of radial direction of two layers, described radial direction song post 4 connects each layer broadwise curved beam 3, connects each through by the spaced broadwise pull bar 5 of fixed latitude between adjacent radial direction song post 4.
Shown in Fig. 5-6, described broadwise curved beam 3 is polygon space steel truss, described radial direction song post 4 is triangle space steel truss, first top boom 3.1 of described broadwise curved beam 3 is connected with the second top boom 4.1 of radially bent post 4, and the first lower boom 3.2 of described broadwise curved beam 3 is connected with the second lower boom 4.2 of radially bent post 4.Broadwise curved beam 3 and radially bent post 4 are by related subgroup between chord member.
Shown in Fig. 1-4, described cable dome structure includes the stepped three layers rope successively connected, respectively outer rope, middle rope and Nei Suo from the bottom to top, every layer of rope all at least includes notochord 1.1, strop 1.2 and oblique cord 1.3, vertical strut 1.4 it is also associated with between adjacent two layers rope, the top of described strut 1.4 is connected with the intersection point of the notochord 1.1 of last layer and oblique cord 1.3, the bottom of strut 1.4 is connected with the strop 1.2 of next layer and the intersection point of oblique cord 1.3, and the outmost turns notochord of notochord and the outmost turns oblique cord of oblique cord connect.
Described outer rope is by outer ring notochord 1.11, outer ring strop 1.21 and outer ring oblique cord 1.31 form, described middle rope is by centre circle notochord 1.12, centre circle strop 1.22 and centre circle oblique cord 1.32, described interior rope is by inner ring notochord 1.13, inner ring strop 1.23 and inner ring oblique cord 1.33 form, wherein inner ring strop 1.23 is Dual-layer strop, respectively upper strata strop 1.23a and lower floor strop 1.23b, inner ring notochord 1.13 is connected on the strop 1.23a of upper strata, inner ring oblique cord 1.33 is connected on lower floor strop 1.23b, the first strut 1.41 it is connected between outer rope and middle rope, the second strut 1.42 it is connected between middle rope and interior rope, the 3rd strut 1.43 it is connected between Dual-layer strop.
Shown in Figure 7, the top boom 3.1 of the broadwise curved beam 3 of top layer is connected to otic placode 6, the outer end of outmost turns notochord and outer ring notochord 1.11 and outmost turns oblique cord and outer ring oblique cord 1.31 is each through being fixed on this otic placode 6 and being connected with this broadwise curved beam 3.
Shown in Fig. 1-7, the construction method of the circular awning that this Cable dome combines with Steel Space Truss, construction procedure is as follows:
Step one, the temporary support moulding bed 7 of installation.
Step 2, carries out the assembly of the radial direction song post 4 of Pin and the two Pin on ground, is connected with the xoncrete structure of bottom the two Pin radially bent lower end of post 4 by crane, and the upper end of two Pin radially bent post 4 is supported on the top of temporary support moulding bed 7.
Step 3, the assembly of each layer broadwise curved beam 3 is carried out on ground, the present embodiment is two-layer broadwise curved beam, and two Pin being mounted in step 2 by two-layer broadwise curved beam 3 installation in position by crane, radially between bent posts 4, connect broadwise pull bar 5 simultaneously between radial direction Qu Zhu.
Step 4, repeats step 2 to step 3, until Steel Space Truss structure all being installed.
nullStep 5，All rope bars in cable dome structure are completed in ground overall package，Rod member includes outer ring notochord 1.11、Outer ring strop 1.21、Outer ring oblique cord 1.31、Centre circle notochord 1.12、Centre circle strop 1.22、Centre circle oblique cord 1.32、Inner ring notochord 1.13、Inner ring strop 1.23、Inner ring oblique cord 1.33、First strut 1.41、Second strut 1.42 and the 3rd strut 1.43，Described inner ring strop 1.23 is Dual-layer strop，Respectively upper strata strop 1.23a and lower floor strop 1.23b，The 3rd strut 1.43 it is connected between Dual-layer strop，Upper strata strop 1.23a、Lower floor strop 1.23b and the three strut 1.43 three forms top power ring structure，Described inner ring notochord 1.13 is connected on the strop 1.23a of upper strata，Inner ring oblique cord 1.33 is connected on lower floor strop 1.23b.
Step 6, outmost turns notochord and outmost turns oblique cord are connected with the broadwise curved beam 3 of top layer by otic placode 6.
Step 7, by promoting stretch-draw outer ring oblique cord, by place for cable dome structure integral tension.
Step 8, the circular enclosure booth structure removing temporary support moulding bed 7, cable dome structure and Steel Space Truss structural grouping has been constructed.
This utility model includes tension structure and rigidity steel truss structure, and both are attached as rigid constraint component by top layer broadwise curved beam.Tension structure is preferably cable dome structure, it is also possible to for rung formula double-layer cable web frame, suspended-cable structure, monolayer cable net structure etc..Rigid structure is preferably Steel Space Truss structure, it is also possible to for steel grid structure or other steel constructions.
Claims (8)
1. the circular awning that a Cable dome combines with Steel Space Truss, including ceiling and main body, it is characterized in that: described circular awning is approximate spherical interior surface, ceiling (1) is cable dome structure, main body (2) is Steel Space Truss structure, the fixing connection in the bottom of cable dome structure and the top of Steel Space Truss structure.
2. the circular awning that Cable dome according to claim 1 combines with Steel Space Truss, it is characterised in that: described Steel Space Truss structure includes least one layer of broadwise curved beam (3), and described broadwise curved beam (3) is polygon space steel truss.
3. the circular awning that Cable dome according to claim 1 combines with Steel Space Truss, it is characterized in that: described Steel Space Truss structure includes broadwise curved beam (3) and radial direction Qu Zhu (4) of at least two layers, described radial direction Qu Zhu (4) connects each layer broadwise curved beam (3), connects each through by the spaced broadwise pull bar (5) of fixed latitude between adjacent radial direction Qu Zhu (4).
4. the circular awning that Cable dome according to claim 3 combines with Steel Space Truss, it is characterized in that: described broadwise curved beam (3) is polygon space steel truss, described radial direction Qu Zhu (4) is triangle space steel truss, first top boom (3.1) of described broadwise curved beam (3) is connected with second top boom (4.1) of radially Qu Zhu (4), and first lower boom (3.2) of described broadwise curved beam (3) is connected with second lower boom (4.2) of radially Qu Zhu (4).
5. the circular awning that the Cable dome according to claim 1-4 any one combines with Steel Space Truss, it is characterized in that: described cable dome structure includes the stepped three layers rope successively connected, respectively outer rope from the bottom to top, middle rope and Nei Suo, every layer of rope all at least includes notochord (1.1) radially, the strop (1.2) of broadwise and oblique cord (1.3), vertical strut (1.4) it is also associated with between adjacent two layers rope, the top of described strut (1.4) is connected with the notochord (1.1) of last layer and the intersection point of oblique cord (1.3), the bottom of strut (1.4) is connected with the strop (1.2) of next layer and the intersection point of oblique cord (1.3), the outmost turns notochord of notochord and the outmost turns oblique cord of oblique cord connect.
null6. the circular awning that Cable dome according to claim 5 combines with Steel Space Truss，It is characterized in that: described outer rope is by outer ring notochord (1.11)、Outer ring strop (1.21) and outer ring oblique cord (1.31) composition，Described middle rope is by centre circle notochord (1.12)、Centre circle strop (1.22) and centre circle oblique cord (1.32)，Described interior rope is by inner ring notochord (1.13)、Inner ring strop (1.23) and inner ring oblique cord (1.33) composition，Wherein inner ring strop (1.23) is Dual-layer strop，Respectively upper strata strop (1.23a) and lower floor's strop (1.23b)，Inner ring notochord (1.13) is connected on upper strata strop (1.23a)，Inner ring oblique cord (1.33) is connected on lower floor's strop (1.23b)，The first strut (1.41) it is connected between outer rope and middle rope，The second strut (1.42) it is connected between middle rope and interior rope，The 3rd strut (1.43) it is connected between Dual-layer strop.
7. the circular awning that Cable dome according to claim 6 combines with Steel Space Truss, it is characterized in that: be connected to otic placode (6) on the top boom (3.1) of the broadwise curved beam (3) of top layer, each through being fixed on, this otic placode (6) is upper to be connected with this broadwise curved beam (3) in the outer end of outer ring notochord (1.11) and outer ring oblique cord (1.31).
8. the circular awning that the Cable dome according to claim 3 or 4 combines with Steel Space Truss, it is characterised in that: described broadwise curved beam (3) and radially Qu Zhu (4) are by related subgroup between chord member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620115942.9U CN205382608U (en) | 2016-02-05 | 2016-02-05 | Circular shroud canopy of cable dome and combination of space steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620115942.9U CN205382608U (en) | 2016-02-05 | 2016-02-05 | Circular shroud canopy of cable dome and combination of space steel truss |
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| Publication Number | Publication Date |
|---|---|
| CN205382608U true CN205382608U (en) | 2016-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620115942.9U Withdrawn - After Issue CN205382608U (en) | 2016-02-05 | 2016-02-05 | Circular shroud canopy of cable dome and combination of space steel truss |
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| CN (1) | CN205382608U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625623A (en) * | 2016-02-05 | 2016-06-01 | 中国航空规划设计研究总院有限公司 | Circular awning with cable dome and spatial steel truss being combined and construction method of circular awning |
| CN109235899A (en) * | 2018-09-30 | 2019-01-18 | 厦门立格钢构技术有限公司 | Rope branch dome method for applying prestressing force |
-
2016
- 2016-02-05 CN CN201620115942.9U patent/CN205382608U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625623A (en) * | 2016-02-05 | 2016-06-01 | 中国航空规划设计研究总院有限公司 | Circular awning with cable dome and spatial steel truss being combined and construction method of circular awning |
| CN105625623B (en) * | 2016-02-05 | 2018-09-18 | 中国航空规划设计研究总院有限公司 | A kind of round awning that Cable dome is combined with Steel Space Truss and its engineering method |
| CN109235899A (en) * | 2018-09-30 | 2019-01-18 | 厦门立格钢构技术有限公司 | Rope branch dome method for applying prestressing force |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160713 Effective date of abandoning: 20180918 |