CN203782952U - Combined truss space dome - Google Patents

Combined truss space dome Download PDF

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Publication number
CN203782952U
CN203782952U CN201420087650.XU CN201420087650U CN203782952U CN 203782952 U CN203782952 U CN 203782952U CN 201420087650 U CN201420087650 U CN 201420087650U CN 203782952 U CN203782952 U CN 203782952U
Authority
CN
China
Prior art keywords
truss
steel
dome
combined
trusses
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.)
Expired - Fee Related
Application number
CN201420087650.XU
Other languages
Chinese (zh)
Inventor
曹宝珠
颜冬娅
张杨
段文峰
尚春静
蔡斌
许海雄
阴壮琴
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.)
Hainan University
Original Assignee
Hainan University
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 Hainan University filed Critical Hainan University
Priority to CN201420087650.XU priority Critical patent/CN203782952U/en
Application granted granted Critical
Publication of CN203782952U publication Critical patent/CN203782952U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a combined truss space dome which is formed by intercrossing a plurality of trusses; the trusses are intercrossed to form a round; adjacent trusses are connected by loop cables; reinforcement devices are arranged at intercrossed upper nodes and lower nodes of the trusses; the main body structure of each truss is a wooden structure; the reinforcement devices are metal structures; the reinforcement device with the metal structure is arranged at the node connected between each truss and the loop cable. The combined truss space dome has the beneficial effects that the structure is novel, the truss-cable dome combined space structural mode and the steel-wood structural material combined mode are adopted, the problems of large steel consumption amount and higher construction cost due to the full adoption of steel structures are solved, and the problem that the use is influenced as the nodes in the steel-wood combined structure are infirm is solved.

Description

Composite roof truss space dome
Technical field
The utility model relates to a kind of space dome, particularly a kind of composite roof truss space dome.
Background technology
At present, long-span space roof structure has prestressed reinforced concrete construction roof system, greatly across steel structural roof, greatly across steel and wood composite structure roof system etc., though it is high to have intensity across steel structural roof greatly, anti-seismic performance is good, the advantages such as energy-conserving and environment-protective, but steel work steel using amount is large, cost is higher, using wooden construction as agent structure across steel and wood composite structure roof system greatly, steel work is interspersed in the stability that ensures agent structure among wooden construction as supplementary structure, rod part is connected with the node of steel structural rod piece and the processing of many rod part connected nodes is a large difficult point of steel and wood composite structure roof design.
Summary of the invention
The purpose of this utility model is in order to solve existing greatly large across steel structural roof steel using amount, a kind of composite roof truss space dome that cost provides compared with the problem of high and the bad processing of node that steel and wood composite structure roof system connects.
Composite roof truss described in the utility model space dome is intersected and is formed by several product truss, and number product truss intersects to be become one roundly, between adjacent truss, is connected by strop, and upper node and lower node place that number product truss intersects are provided with bracing means.
The agent structure of truss is wooden construction.
Bracing means is metal construction.
The Nodes that every product truss is connected with strop is provided with the bracing means of metal construction.
Design principle of the present utility model:
The agent structure of truss is wooden construction, and wooden rod node adopts hardware to reinforce, and specific design is: many rod part connected nodes adopt the tapered steel plate of double-layer circular, circular steel plate to fix, and with bolt connection, reduce roof system design of node difficulty; Rod part is as compressed member, tension wood rod member both sides add steel band, taking steel band as main tensional element, can reduce the sectional dimension of rod part, make full use of the advantage of wooden construction and steel structure material performance, for ensureing the globality of space structures, strop place steel band overlaps a segment length at Nodes, and roof system all adopts environment-friendly materials, be mainly applicable to China's Residential Buildings in Small Town, large span spatial structure building.
The beneficial effects of the utility model:
Novel structure, adopt truss-rope dome composite space form of structure and steel-wooden construction material complex form, thoroughly having solved is all the problem that steel work steel using amount is large, cost is higher, and has solved the insecure and problem that impact is used of Nodes in steel and wood composite structure.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is truss schematic diagram described in the utility model.
Fig. 3 is upper node and the lower node place bracing means schematic diagram that several product truss described in the utility model intersects.
Fig. 4 is the Nodes bracing means schematic diagram that truss described in the utility model is connected with strop.
1, truss 2, strop 3, upper node 4, lower node 5, bracing means
6, node 7, bracing means.
Detailed description of the invention
Refer to shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4:
Composite roof truss described in the utility model space dome is intersected and is formed by four product truss 1, and four product truss 1 intersect to be become one roundly, between adjacent truss 1, is connected by strop 2, and upper node 3 and lower node 4 places that four product truss 1 intersect are provided with bracing means 5.
The agent structure of truss 1 is wooden construction.
Bracing means 5 is metal construction.
Node 6 places that every product truss 1 is connected with strop 2 are provided with the bracing means 7 of metal construction.
Design principle of the present utility model:
The agent structure of truss 1 is wooden construction, and wooden rod node adopts hardware to reinforce, and specific design is: many rod part connected nodes adopt the tapered steel plate of double-layer circular, circular steel plate to fix, and with bolt connection, reduce roof system design of node difficulty; Rod part is as compressed member, tension wood rod member both sides add steel band, taking steel band as main tensional element, can reduce the sectional dimension of rod part, make full use of the advantage of wooden construction and steel structure material performance, for ensureing the globality of space structures, strop 2 place's steel bands overlap a segment length at node 6 places, and roof system all adopts environment-friendly materials, be mainly applicable to China's Residential Buildings in Small Town, large span spatial structure building.

Claims (4)

1. a composite roof truss space dome, is characterized in that: intersected and formed by several product truss, number product truss intersects to be become one roundly, between adjacent truss, is connected by strop, and upper node and lower node place that number product truss intersects are provided with bracing means.
2. composite roof truss according to claim 1 space dome, is characterized in that: the agent structure of described truss is wooden construction.
3. composite roof truss according to claim 1 space dome, is characterized in that: described bracing means is metal construction.
4. composite roof truss according to claim 1 space dome, is characterized in that: the Nodes that described every product truss is connected with strop is provided with the bracing means of metal construction.
CN201420087650.XU 2014-02-27 2014-02-27 Combined truss space dome Expired - Fee Related CN203782952U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420087650.XU CN203782952U (en) 2014-02-27 2014-02-27 Combined truss space dome

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420087650.XU CN203782952U (en) 2014-02-27 2014-02-27 Combined truss space dome

Publications (1)

Publication Number Publication Date
CN203782952U true CN203782952U (en) 2014-08-20

Family

ID=51319154

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420087650.XU Expired - Fee Related CN203782952U (en) 2014-02-27 2014-02-27 Combined truss space dome

Country Status (1)

Country Link
CN (1) CN203782952U (en)

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140820

Termination date: 20150227

EXPY Termination of patent right or utility model