CN107905358A - A kind of high structural soundness Square Steel Tubes Truss - Google Patents

A kind of high structural soundness Square Steel Tubes Truss Download PDF

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Publication number
CN107905358A
CN107905358A CN201711459798.6A CN201711459798A CN107905358A CN 107905358 A CN107905358 A CN 107905358A CN 201711459798 A CN201711459798 A CN 201711459798A CN 107905358 A CN107905358 A CN 107905358A
Authority
CN
China
Prior art keywords
square steel
boom
steel tubes
prestress rope
top boom
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.)
Withdrawn
Application number
CN201711459798.6A
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Chinese (zh)
Inventor
赵建军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Style Green Building (changshu) Co Ltd
Original Assignee
Style Green Building (changshu) Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Style Green Building (changshu) Co Ltd filed Critical Style Green Building (changshu) Co Ltd
Priority to CN201711459798.6A priority Critical patent/CN107905358A/en
Publication of CN107905358A publication Critical patent/CN107905358A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1996Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention discloses a kind of high structural soundness Square Steel Tubes Truss, include the top boom and lower boom of parallel arrangement;Connected and fixed by supporting rod between the top boom, connected and fixed by diagonal web member between the top boom and lower boom of homonymy;Diagonal web member is v-shaped structure, and each diagonal web member head and the tail are sequentially connected fixation;Square Steel Tubes Truss is internally provided with the first prestress rope of cross-distribution, and the second prestress rope of cross-distribution is equipped between top boom;The both ends of the Square Steel Tubes Truss are equipped with the 3rd prestress rope of cross-distribution.A kind of high structural soundness Square Steel Tubes Truss of the present invention, has the advantages that simple in structure, intensity is high, stability is good, light-weight, is easy to construction;It effectively arranges by the design of supporting rod, diagonal web member structure and welding manner and rationally controls number of nodes;Used by the design of three kinds of prestress ropes, improve the construction feasibility of Square Steel Tubes Truss, effectively reduce difficulty of construction and construction cost.

Description

A kind of high structural soundness Square Steel Tubes Truss
Technical field
The present invention relates to construction timber field, more particularly to a kind of high structural soundness Square Steel Tubes Truss.
Background technology
With the development of science and technology, steel are widely used in building trade.So far, steel are still most firm Gu and one of economic construction material.With greatly improving for China's output of steel, a series of promotion steel construction development policies of country Release.Development prospect of the steel building in China is become better and better.
In architectural design of today, Square Steel Tubes Truss structure is very beautiful and generous and deep by people's due to its moulding Like, and the use space for the expansion building that this structure can be as far as possible.Since its strength and stiffness are all very good, very The large spaces such as more warehouses, gymnasium building all uses this structure, while also saves certain cost, and it is economical to improve it Property.But Square Steel Tubes Truss in actual use there is a problem in that:1. it is improper that node is set, cause node strength poor, influence The integral strength of Square Steel Tubes Truss;2. weight is big, volume is big, lifting or rotation etc. are all inconvenient when in use.
The content of the invention
The invention mainly solves the technical problem of providing a kind of high structural soundness Square Steel Tubes Truss, can solve existing The above problem existing for Square Steel Tubes Truss.
In order to solve the above technical problems, one aspect of the present invention is:A kind of high structural soundness side is provided Steel pipe truss, includes the top boom and lower boom of parallel arrangement, any one top boom and whole lower booms are not It is coplanar;Wherein, fixed between the top boom by multiple equally distributed supporting rod connections, positioned at the top boom of homonymy Fixed between lower boom by more equally distributed diagonal web member connections;The diagonal web member is v-shaped structure, each oblique abdomen Bar head and the tail are sequentially connected fixation;The Square Steel Tubes Truss is internally provided with the first prestress rope of cross-distribution, the top boom it Between be equipped with cross-distribution the second prestress rope;The both ends of the Square Steel Tubes Truss are equipped with the 3rd prestressing force of cross-distribution Rope;Wherein, the both ends of every first prestress rope respectively with one end of the top boom positioned at opposite side and it is described under The other end connection of chord member is fixed;The both ends of every second prestress rope connect the equity of two top booms respectively End;The both ends of every 3rd prestress rope are connected solid with the end of the top boom and lower boom positioned at opposite side respectively It is fixed.
In a preferred embodiment of the present invention, the crosspoint of first prestress rope is equipped with by the way that around twisting, tensioning is pre- to answer The rotating bar of power rope.
In a preferred embodiment of the present invention, the crosspoint of second prestress rope is equipped with advance should by lifting tensioning The lifting boom of power rope.
In a preferred embodiment of the present invention, the crosspoint of the 3rd prestress rope is equipped with by around strand, lifting The rotation lifting boom of tight prestress rope.
In a preferred embodiment of the present invention, the vertex of the v-shaped structure of the diagonal web member is weldingly fixed on described wind up On bar, two openend is weldingly fixed on the lower boom, and the both ends of the supporting rod are welded with the V-arrangement on the top boom Contact is welded and fixed together.
In a preferred embodiment of the present invention, the supporting rod head and the tail weld successively, adjacent two supporting rods The triangle structure between the corresponding top boom.
In a preferred embodiment of the present invention, the apex angle of the v-shaped structure of the diagonal web member is 105~135 °.
The beneficial effects of the invention are as follows:A kind of high structural soundness Square Steel Tubes Truss of the present invention, has simple in structure, intensity Height, stability are good, light-weight, the advantages that being easy to construct;It has by the design of supporting rod, diagonal web member structure and welding manner Effect arranges and rationally controls number of nodes;Used by the design of three kinds of prestress ropes, improve the construction of Square Steel Tubes Truss Feasibility, effectively reduces difficulty of construction and construction cost.
Brief description of the drawings
Fig. 1 is a kind of dimensional structure diagram of high one preferred embodiment of structural soundness Square Steel Tubes Truss of the present invention;
Fig. 2 is the overlooking the structure diagram of shown Square Steel Tubes Truss;
Fig. 3 is the side structure schematic view of shown Square Steel Tubes Truss;
The mark of each component is as follows in attached drawing:1. top boom, 2. lower booms, 3. supporting rods, 4. diagonal web members, 5. first prestressing force Rope, 6. second prestress ropes, 7. the 3rd prestress ropes, 8. rotating bars, 9. lifting booms, 10. rotation lifting booms.
Embodiment
Presently preferred embodiments of the present invention is described in detail below in conjunction with the accompanying drawings, so that advantages and features of the invention energy It is easier to be readily appreciated by one skilled in the art, so as to make a clearer definition of the protection scope of the present invention.
- 3 are please referred to Fig.1, the embodiment of the present invention includes:
Embodiment 1
A kind of high structural soundness Square Steel Tubes Truss, includes two top booms 1 and two lower booms 2 of parallel arrangement, any one Top boom 1 described in root and 2 lower booms 2 are non-coplanar.
Wherein, connected between the top boom 1 and lower boom 2 of homonymy by more equally distributed diagonal web members 4 It is fixed.The diagonal web member 4 is v-shaped structure, its apex angle is 105~135 °, and each 4 head and the tail of diagonal web member are sequentially connected fixation, And the vertex of its v-shaped structure is weldingly fixed on the top boom 1, two openend is weldingly fixed on the lower boom 2 On.By the structure design of diagonal web member 4, on the one hand appropriate number of node can be set on Square Steel Tubes Truss, ensure square steel The overall construction intensity of tubular truss, on the other hand, the diagonal web member of v-shaped structure can improve the support strength of higher.
Fixed between two top booms 1 by multiple equally distributed connections of supporting rod 3, it is specifically, multiple described The head and the tail of supporting rod 3 weld successively, and pad is located at the V-arrangement pad on the top boom 1, i.e. its both ends and diagonal web member 4 V-arrangement pad be welded and fixed together, triangle structure between adjacent two supporting rods 3 and corresponding top boom 1. Welding position and designs for welding structure by supporting rod, on the one hand improve support strength, are on the other hand located at diagonal web member Identical welding node, reduces number of nodes, is conducive to be lifted the overall construction intensity of Square Steel Tubes Truss.Meanwhile under two Connected between chord member without using supporting rod, advantageously reduce the own wt of Square Steel Tubes Truss, increase space availability ratio.
The Square Steel Tubes Truss is internally provided with the first prestress rope 5 of cross-distribution, parallel two top booms 1 it Between be equipped with cross-distribution the second prestress rope 6;The both ends of the Square Steel Tubes Truss are equipped with the 3rd prestressing force of cross-distribution Rope 7.
Wherein, the both ends of every first prestress rope 5 respectively with one end of the top boom 1 positioned at opposite side and The other end connection of the lower boom 2 is fixed, i.e. the both ends of the first prestress rope 5 connect pair of top boom 1 and lower boom 2 respectively Apex angle.It is equipped with the crosspoint of the first prestress rope 5 by around the rotating bar 8 for twisting tensioning prestress rope.Pass through the first prestressing force The setting of rope 5 and rotating bar 8, can effectively rotate Square Steel Tubes Truss, reduce rotation difficulty.
The both ends of every second prestress rope 6 connect the reciprocity end of two top booms 1 respectively, i.e., second in advance should The both ends of power rope 6 connect the vertical angles of two top booms 1 respectively.The crosspoint of second prestress rope is equipped with by lifting The lifting boom 9 of tight prestress rope.By the design of the second prestress rope 6 and lifting boom 9, lifting machine general side can be easily utilized Steel pipe truss is sling.
The both ends of every 3rd prestress rope 7 respectively with the top boom 1 positioned at opposite side and the end of lower boom 2 Portion's connection is fixed.The crosspoint of 3rd prestress rope 7 is equipped with by around the rotation lifting boom for twisting, lifting tensioning prestress rope 10。
By the first prestress rope 5, rotating bar 8, the 3rd prestress rope 7 and the design for rotating lifting boom 10, can facilitate Ground effectively rotates Square Steel Tubes Truss, reduces rotation difficulty, improves rotating feasibility.
By the second prestress rope 6, lifting boom 9, the 3rd prestress rope 7 and the design for rotating lifting boom 10, can facilitate Ground lifts Square Steel Tubes Truss, reduces difficulty of construction, also avoids existing truss installa-tion from pacifying using scaffold building supporting rack Time that dress truss is brought, manpower, the high cost consumption such as place.
The configuration of the present invention is simple, design is reasonable, it is by the design of supporting rod, diagonal web member structure and welding manner, effectively Arrange and rationally control number of nodes;Used by the design of three kinds of prestress ropes, the construction for improving Square Steel Tubes Truss can Row, effectively reduces difficulty of construction and construction cost.
In the description of the present invention, it is necessary to which explanation, term " on ", " under ", "left", "right", " interior ", " outer " etc. indicate Orientation or position relationship be based on orientation shown in the drawings or position relationship, or the invention product using when usually put Orientation or position relationship, be for only for ease of the description present invention and simplify description, rather than instruction or imply signified device Or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not considered as limiting the invention. The foregoing is merely the embodiment of the present invention, is not intended to limit the scope of the invention, every to utilize description of the invention And the equivalent structure or equivalent flow shift that accompanying drawing content is made, other related technical areas are directly or indirectly used in, It is included within the scope of the present invention.

Claims (7)

  1. A kind of 1. high structural soundness Square Steel Tubes Truss, it is characterised in that top boom and lower boom including parallel arrangement, arbitrarily A piece top boom and whole lower booms are non-coplanar;Wherein, by multiple equally distributed between the top boom Supporting rod connection is fixed, and is connected admittedly by more equally distributed diagonal web members between the top boom and lower boom of homonymy It is fixed;The diagonal web member is v-shaped structure, and each diagonal web member head and the tail are sequentially connected fixation;The Square Steel Tubes Truss is internally provided with First prestress rope of cross-distribution, the second prestress rope of cross-distribution is equipped between the top boom;The square steel tube purlin The both ends of frame are equipped with the 3rd prestress rope of cross-distribution;Wherein, the both ends of every first prestress rope respectively with position In one end of the top boom of opposite side fixation is connected with the other end of the lower boom;Every second prestress rope Both ends connect the reciprocity end of two top booms respectively;The both ends of every 3rd prestress rope respectively with positioned at opposite side The top boom connect fixation with the end of lower boom.
  2. 2. high structural soundness Square Steel Tubes Truss according to claim 1, it is characterised in that first prestress rope Crosspoint is equipped with by around the rotating bar for twisting tensioning prestress rope.
  3. 3. high structural soundness Square Steel Tubes Truss according to claim 1, it is characterised in that second prestress rope Crosspoint is equipped with the lifting boom by lifting tensioning prestress rope.
  4. 4. high structural soundness Square Steel Tubes Truss according to claim 1, it is characterised in that the 3rd prestress rope Crosspoint is equipped with by around the rotation lifting boom for twisting, lifting tensioning prestress rope.
  5. 5. high structural soundness Square Steel Tubes Truss according to claim 1, it is characterised in that the V-arrangement knot of the diagonal web member The vertex of structure is weldingly fixed on the top boom, two openend is weldingly fixed on the lower boom, the supporting rod Both ends be welded and fixed together with the V-arrangement pad on the top boom.
  6. 6. high structural soundness Square Steel Tubes Truss according to claim 1 or 5, it is characterised in that the supporting rod head and the tail Weld successively, triangle structure between adjacent two supporting rods and the corresponding top boom.
  7. 7. high structural soundness Square Steel Tubes Truss according to claim 1 or 5, it is characterised in that the V-arrangement of the diagonal web member The apex angle of structure is 105~135 °.
CN201711459798.6A 2017-12-28 2017-12-28 A kind of high structural soundness Square Steel Tubes Truss Withdrawn CN107905358A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711459798.6A CN107905358A (en) 2017-12-28 2017-12-28 A kind of high structural soundness Square Steel Tubes Truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711459798.6A CN107905358A (en) 2017-12-28 2017-12-28 A kind of high structural soundness Square Steel Tubes Truss

Publications (1)

Publication Number Publication Date
CN107905358A true CN107905358A (en) 2018-04-13

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Family Applications (1)

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CN201711459798.6A Withdrawn CN107905358A (en) 2017-12-28 2017-12-28 A kind of high structural soundness Square Steel Tubes Truss

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CN (1) CN107905358A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110104203A (en) * 2019-05-16 2019-08-09 新誉集团有限公司 The assembly positioning device and assembly method of dirigible carbon fiber truss
CN110104555A (en) * 2019-05-14 2019-08-09 浙江大东吴集团建设有限公司 A kind of large span assembled T plate hoisting structure
CN113309285A (en) * 2021-06-01 2021-08-27 徐州嘉联建设工程有限公司 Combined steel structure net rack convenient for construction and combination method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110104555A (en) * 2019-05-14 2019-08-09 浙江大东吴集团建设有限公司 A kind of large span assembled T plate hoisting structure
CN110104203A (en) * 2019-05-16 2019-08-09 新誉集团有限公司 The assembly positioning device and assembly method of dirigible carbon fiber truss
CN110104203B (en) * 2019-05-16 2024-03-26 新誉集团有限公司 Assembly positioning device and assembly method of carbon fiber truss for airship
CN113309285A (en) * 2021-06-01 2021-08-27 徐州嘉联建设工程有限公司 Combined steel structure net rack convenient for construction and combination method thereof
CN113309285B (en) * 2021-06-01 2022-06-24 徐州嘉联建设工程有限公司 Combined steel structure net rack convenient for construction and combination method thereof

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Application publication date: 20180413

WW01 Invention patent application withdrawn after publication