CN205857495U - Rung formula oblique firm string tension structure - Google Patents

Rung formula oblique firm string tension structure Download PDF

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Publication number
CN205857495U
CN205857495U CN201620807629.1U CN201620807629U CN205857495U CN 205857495 U CN205857495 U CN 205857495U CN 201620807629 U CN201620807629 U CN 201620807629U CN 205857495 U CN205857495 U CN 205857495U
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drag
buckstay
strop
outer shroud
line
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CN201620807629.1U
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向新岸
冯远
王立维
姚丽
吴雨杭
邱添
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China Southwest Architectural Design and Research Institute Co Ltd
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China Southwest Architectural Design and Research Institute Co Ltd
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Abstract

The utility model discloses a kind of rung formula oblique firm string tension structure, including rigidity outer shroud system, flexible cable internal ring system, tension cable and rods system and firm beam body system, described rigidity outer shroud system is made up of top rigidity outer shroud and bottom rigidity outer shroud, described flexible cable internal ring system is made up of strop in strop in top and bottom, described firm beam body system is made up of some buckstays, the two ends of described buckstay are hinged with strop in bottom rigidity outer shroud and top respectively, described tension cable and rods system includes some drag-lines corresponding with buckstay, described drag-line intersects with corresponding buckstay, vertical strut and vertical hanger it is provided with between described drag-line and buckstay.This utility model mainly resists external load with axial force, high by force efficiency, rigidity is big, be conducive to reducing material usage, and buckstay can undertake the moment of flexure of local, so that roofing can use multiple surface modeling, it is simple to use rigid roofing plate, in the large public building such as stadium, football pitch, there is wide applicability.

Description

Rung formula oblique firm string tension structure
Technical field
This utility model relates to construction engineering technical field, particularly to a kind of rung formula oblique firm string tension structure.
Background technology
Famous American architect Fuller in 1962 propose be made up of cable-strut system tension integral structure ( Tensegrity Systems) thought.The eighties, famous American engineer Geiger the thought of Fuller is carried out develop and Development, it is proposed that cable domes (Cable Domes), this system by Successful utilization in Seoul Olympic Games stadiums In the multinomial engineering such as (diameter 119. 8m and 89. 8m), Atlanta Olympic Games Main Stadium (240m × 193m).Due to The more difficult application in large scale structure engineering of tension integral structure truly, it is practical that researcher transfers exploration Comprise the structural system of tension integral structure principle.Wherein the power transmission of rung formula tension structure directly, the most attractive in appearance, be widely used In the non-close long span building (such as stadium, football pitch etc.) of intermediate openings, as Warsaw, POL National Stadium (314m × 280 m), stadium, Pusan (180m × 152 m), Brazil Maracana Stadium (298m × 260m) and domestic Shenzhen are precious Peace stadium (230m × 237 m) and Century Lotus stadium, Foshan (diameter 310m) etc..The employing without exception of their roof system Flexible light membrane material is as covering material, although film material has the features such as permeability is good, self-cleaning is good, but cost is high, right Wind is sensitive, the most aging, service life is less than building cycle;Film material distinctive Appearance of Architecture mode simultaneously, it is impossible to fully meet many The architectural image demand of sample.Cost is low for rigid roofing (such as standing-seam plate), good endurance, be suitable for various architectural image, It is to apply roofing the most widely.But rung formula tension structure is owing to for full cable-strut system, causing it to be difficult to use just Property roofing, strongly limit its scope of application.Existing part experts and scholars propose the hard and soft hybridization being easy to use rigid roofing Structure, such as beam-string structure, suspended-dome structure, utilize strut connect wind up Moment resistant Element and lower edge tension member formed from Equilibrium system, the rigidity of structure is relatively big, and the scope of application that roofing covers material is wider.But beam-string structure and suspended-dome structure Wind up and be continuous print rigidity system, such as beam, truss, net shell etc., be usually used in the building that gymnasium, Convention and Exhibition Hall etc. are closed.
Utility model content
Goal of the invention of the present utility model is: for the problem of above-mentioned existence, it is provided that a kind of intermediate openings that is applicable to The straining structural system of non-close building, and it is easy to use the rung formula oblique firm string tension structure of rigid roofing.
The technical scheme implementation of this utility model technology: rung formula oblique firm string tension structure, it is characterised in that: bag Include the rigidity outer shroud system at structural edge of being arranged on, be arranged on the flexible cable internal ring system at structure intermediate openings and set Put the tension cable and rods system between rigidity outer shroud system and flexible cable internal ring system and firm beam body system, described rigidity outer ring body System is made up of top rigidity outer shroud and bottom rigidity outer shroud, is provided with and props up between described top rigidity outer shroud and bottom rigidity outer shroud Strut member, described flexible cable internal ring system is made up of strop in strop in top and bottom, described firm beam body system by some just Property beam composition, the two ends of described buckstay are connected with strop in bottom rigidity outer shroud and top respectively, described tension cable and rods system Including some drag-lines corresponding with buckstay, described drag-line two ends are connected with strop in top rigidity outer shroud and bottom respectively, institute State drag-line to intersect with corresponding buckstay, be positioned at the side below buckstay at described drag-line, described drag-line and buckstay it Between be provided with at least vertical strut, described vertical strut two ends are connected with drag-line and buckstay respectively.
Rung formula oblique described in the utility model firm string tension structure, it is positioned at above buckstay one at described drag-line Side, is provided with at least vertical hanger between described drag-line and buckstay, described vertical hanger two ends respectively with drag-line and just Property beam connect.
Rung formula oblique described in the utility model firm string tension structure, the two ends of its described buckstay are firm with bottom respectively Property outer shroud and top in strop hinged, described drag-line two ends are hinged with strop in top rigidity outer shroud and bottom respectively, described perpendicular Hinged with drag-line and buckstay respectively to strut two ends, described vertical hanger two ends are hinged with drag-line and buckstay respectively.
Rung formula oblique described in the utility model firm string tension structure, its strop in strop and bottom in described top Between be provided with diagonal web member formed hoop truss.
Rung formula oblique described in the utility model firm string tension structure, its described diagonal web member two ends respectively with top internal ring In rope and bottom, strop is hinged.
Rung formula oblique described in the utility model firm string tension structure, its described some buckstays and some drag-lines are respectively It is that radiant type is arranged and corresponding matching along flexible cable internal ring system periphery.
Rung formula oblique described in the utility model firm string tension structure, its described some buckstays and some drag-lines are respectively It is that trigonometric expression is arranged and corresponding matching along flexible cable internal ring system periphery.
Rung formula oblique described in the utility model firm string tension structure, its described some buckstays and some drag-lines are respectively It is that staggered form is arranged and corresponding matching along flexible cable internal ring system periphery.
This utility model mainly resists external load with axial force, high by force efficiency, and rigidity is big, is conducive to reducing material and uses Amount, and buckstay can undertake the moment of flexure of local, so that roofing can use multiple surface modeling, it is simple to use rigid roofing Plate, has wide applicability in the large public building such as stadium, football pitch.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of firm beam body system in this utility model.
Fig. 3 is flexible cable internal ring system and the connection diagram of tension cable and rods system in this utility model.
Fig. 4 is the partial enlarged drawing of Fig. 1.
Fig. 5 and Fig. 6 is the structural representation of vertical strut two ends hinged joint in this utility model.
Fig. 7 and Fig. 8 is the structural representation of vertical hanger two ends hinged joint in this utility model.
Fig. 9 is the structural representation of strop hinged joint in this utility model middle and upper part.
Figure 10 is the structural representation of strop hinged joint in this utility model middle and lower part.
Figure 11 is the structural representation that in this utility model, firm beam body system and tension cable and rods system radiant type are arranged.
Figure 12 is the structural representation that in this utility model, firm beam body system and tension cable and rods system trigonometric expression are arranged.
Figure 13 is the structural representation that in this utility model, firm beam body system and tension cable and rods system staggered form are arranged.
Labelling in figure: 1a is top rigidity outer shroud, and 1b is bottom rigidity outer shroud, and 2a is strop in top, in 2b is bottom Strop, 3 is buckstay, and 4a is drag-line, and 4b is vertical strut, and 4c is vertical hanger, and 5 for supporting rod member, and 6 is hoop truss.
Detailed description of the invention
Below in conjunction with the accompanying drawings, this utility model is described in detail.
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and enforcement Example, is further elaborated to this utility model technology.Should be appreciated that specific embodiment described herein only in order to Explain this utility model, be not used to limit utility model.
As Figure 1-10 shows, rung formula oblique firm string tension structure, including the rigidity outer ring body being arranged at structural edge It is, is arranged on the flexible cable internal ring system at structure intermediate openings and is arranged on rigidity outer shroud system and flexible cable internal ring Tension cable and rods system between system and firm beam body system, outside described rigidity outer shroud system is by top rigidity outer shroud 1a and bottom rigidity Ring 1b forms, and is provided with support rod member 5, in described flexible cable between described top rigidity outer shroud 1a and bottom rigidity outer shroud 1b Member ring systems is made up of strop 2b in strop 2a in top and bottom, and described firm beam body system is made up of some buckstays 3, described rigidity The two ends of beam 3 are hinged with strop 2a in bottom rigidity outer shroud 1b and top respectively, and described tension cable and rods system includes some and firm The drag-line 4a of property beam 3 correspondence, described drag-line 4a two ends are hinged with strop 2b in top rigidity outer shroud 1a and bottom respectively, described in draw Rope 4a intersects with corresponding buckstay 3, and described drag-line, through corresponding buckstay, is positioned at buckstay 3 times at described drag-line 4a The side of side, is provided with at least vertical strut 4b between described drag-line 4a and buckstay 3, described vertical strut 4b two ends are divided The most hinged with drag-line 4a and buckstay 3, it is positioned at the side above buckstay 3, described drag-line 4a and buckstay 3 at described drag-line 4a Between be provided with at least vertical hanger 4c, described vertical hanger 4c two ends are hinged with drag-line 4a and buckstay 3 respectively, its In, in described top, in strop 2a and bottom, between strop 2b, it is provided with diagonal web member forms hoop truss 6, described diagonal web member two Holding hinged with strop 2b in strop 2a in top and bottom respectively, roofing covering material is arranged at firm beam body and fastens.
Force principle of the present utility model and being structurally characterized in that: this structural system has Tension Structure System and rigid structure concurrently The feature of system.By applying pretension in drag-line, make strop, drag-line, buckstay, vertical hanger tension in upper and lower part, Upper and lower part rigidity outer shroud and vertical strut pressurized, total is in the tensioning state of a kind of self-balancing, has good structure Rigidity.From overall stress, when structure is by downward load, in buckstay and top, strop internal force reduces, drag-line and In bottom, strop internal force increases, and resists external load;When structure is by load upwards, in drag-line and bottom, strop internal force subtracts Little, in buckstay and top, strop internal force increases, and resists external load;Increase the rigidity of structure the most further, can be in upper and lower part Arrange inclined member between interior strop, form inner band truss.And from local pressure, drag-line passes through vertical strut with vertical Hoist cable resilient support buckstay, reduces the local bending moment of buckstay.The firm string tension structure that on this, lower edge intersects, encorbelments identical It is substantially reduced the vertical spacing of strop in upper and lower part under span, reduces the height of vertical strut, ensure same by force efficiency Time, effectively solve traditional vehicle spoke tension structure strut higher, affect the defect in space in field.
As shown in figure 11, described some buckstays 3 and some drag-line 4a are spoke along flexible cable internal ring system periphery respectively Formula of penetrating is arranged and corresponding matching;Or, as shown in figure 12, described some buckstays 3 and some drag-line 4a are respectively along flexible cable Internal ring system periphery is that trigonometric expression is arranged and corresponding matching;Or, as shown in figure 13, described some buckstays 3 and some drag-lines 4a is that staggered form is arranged and corresponding matching respectively along flexible cable internal ring system periphery.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this Any amendment, equivalent and the improvement etc. made within the spirit of utility model and principle, should be included in this utility model Protection domain within.

Claims (8)

1. rung formula oblique firm string tension structure, it is characterised in that: include being arranged on the rigidity outer shroud system at structural edge, set Put the flexible cable internal ring system of portion's opening part in the structure and be arranged on rigidity outer shroud system and flexible cable internal ring system Between tension cable and rods system and firm beam body system, described rigidity outer shroud system is by top rigidity outer shroud (1a) and bottom rigidity outer shroud (1b) composition, is provided with support rod member (5), described flexibility between described top rigidity outer shroud (1a) and bottom rigidity outer shroud (1b) Drag-line internal ring system is made up of strop (2b) in strop in top (2a) and bottom, and described firm beam body system is by some buckstays (3) Composition, the two ends of described buckstay (3) are connected with strop (2a) in bottom rigidity outer shroud (1b) and top respectively, described stretching rope Body of rod system includes some drag-lines (4a) corresponding with buckstay (3), described drag-line (4a) two ends respectively with top rigidity outer shroud (1a) connecting with strop (2b) in bottom, described drag-line (4a) intersects with corresponding buckstay (3), in described drag-line (4a) position In the side of buckstay (3) lower section, between described drag-line (4a) and buckstay (3), it is provided with at least vertical strut (4b), Described vertical strut (4b) two ends are connected with drag-line (4a) and buckstay (3) respectively.
Rung formula oblique the most according to claim 1 firm string tension structure, it is characterised in that: it is positioned at described drag-line (4a) The side of buckstay (3) top, is provided with at least vertical hanger (4c), institute between described drag-line (4a) and buckstay (3) State vertical hanger (4c) two ends to be connected with drag-line (4a) and buckstay (3) respectively.
Rung formula oblique the most according to claim 2 firm string tension structure, it is characterised in that: the two of described buckstay (3) Hold hinged with strop (2a) in bottom rigidity outer shroud (1b) and top respectively, outside described drag-line (4a) two ends are respectively with top rigidity In ring (1a) and bottom, strop (2b) is hinged, and described vertical strut (4b) two ends are hinged with drag-line (4a) and buckstay (3) respectively, Described vertical hanger (4c) two ends are hinged with drag-line (4a) and buckstay (3) respectively.
Rung formula oblique the most according to claim 1 firm string tension structure, it is characterised in that: strop in described top (2a) and it is provided with diagonal web member in bottom between strop (2b) and forms hoop truss (6).
Rung formula oblique the most according to claim 4 firm string tension structure, it is characterised in that: described diagonal web member two ends are respectively Hinged with strop (2b) in strop in top (2a) and bottom.
Rung formula oblique the most as claimed in any of claims 1 to 5 firm string tension structure, it is characterised in that: described Some buckstays (3) and some drag-lines (4a) are that radiant type is arranged and corresponding matching respectively along flexible cable internal ring system periphery.
Rung formula oblique the most as claimed in any of claims 1 to 5 firm string tension structure, it is characterised in that: described Some buckstays (3) and some drag-lines (4a) are that trigonometric expression is arranged and corresponding matching respectively along flexible cable internal ring system periphery.
Rung formula oblique the most as claimed in any of claims 1 to 5 firm string tension structure, it is characterised in that: described Some buckstays (3) and some drag-lines (4a) are that staggered form is arranged and corresponding matching respectively along flexible cable internal ring system periphery.
CN201620807629.1U 2016-07-29 2016-07-29 Rung formula oblique firm string tension structure Active CN205857495U (en)

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Application Number Priority Date Filing Date Title
CN201620807629.1U CN205857495U (en) 2016-07-29 2016-07-29 Rung formula oblique firm string tension structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620807629.1U CN205857495U (en) 2016-07-29 2016-07-29 Rung formula oblique firm string tension structure

Publications (1)

Publication Number Publication Date
CN205857495U true CN205857495U (en) 2017-01-04

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