CN203223042U - Novel space truss structure memorial archway - Google Patents

Novel space truss structure memorial archway Download PDF

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Publication number
CN203223042U
CN203223042U CN 201320194002 CN201320194002U CN203223042U CN 203223042 U CN203223042 U CN 203223042U CN 201320194002 CN201320194002 CN 201320194002 CN 201320194002 U CN201320194002 U CN 201320194002U CN 203223042 U CN203223042 U CN 203223042U
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CN
China
Prior art keywords
truss structure
space truss
memorial archway
crossbeam
novel space
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
CN 201320194002
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Chinese (zh)
Inventor
赵军明
乔占洋
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.)
HANGZHOU HANYU GRID STRUCTURE Co Ltd
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HANGZHOU HANYU GRID STRUCTURE Co Ltd
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Publication date
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Priority to CN 201320194002 priority Critical patent/CN203223042U/en
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Publication of CN203223042U publication Critical patent/CN203223042U/en
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Abstract

The utility model relates to a space truss structure, in particular to a novel space truss structure memorial archway. The novel space truss structure memorial archway mainly solves the technical problems that when used for constructing a memorial archway, a space truss structure existing in the prior art is complicated, difficult to install and insecure in connecting, and can not be adjusted. The novel space truss structure memorial archway comprises bolt spheres (1) and steel tubes (2), and is characterized in that the bolt spheres (1) and the steel tubes (2) constitute two vertical columns (3) of a space truss structure, a cross beam (4) is fixed at the upper ends of the vertical columns (3), a plaque support (5) is arranged in the middle of the cross beam (4), a memorial archway top (6) is arranged at the upper end of the plaque support, and the lower ends of the vertical columns are connected to the ground through a supporting seat structure (7).

Description

Novel space truss structure memorial archway
Technical field
The utility model relates to a kind of space truss structure, especially relates to a kind of novel space truss structure memorial archway.
Background technology
Rack is used very wide in steel work, for example in industry and the roof system (roof truss etc.) of civilian construction and crane girder, bridge, crane, hydraulic gate, offshore oil production platform, uses steel truss always as the main member of load-carrying members.The steel mesh frame of the various types of more employing then belongs to Steel Space Truss in large span public building roof structure.Various types of pylons, as TV, transmission of electricity, drilling well, crane with pylon and mast tower, the Steel Space Truss that three commonly used, four sides or multiaspect plane frame are formed.Chinese patent discloses a kind of suspension truss structure (notice of authorization number: CN 2364009Y), it is mainly by one group of crossbeam, parallel drag-line, suspension cable, tiltedly hoist cable and main hoist cable constitute, some isometric crossbeams that equate with positive equilateral structure limit number, by a client link common node together with each crossbeam with the radial arrangement of equal angles towards periphery of each crossbeam, form one group of covering of the fan structure of evenly arranging, by one group of parallel drag-line it is strained tangential between each crossbeam, parallel drag-line between each crossbeam forms one group of concentric positive equilateral on the total plane, simultaneously, on the above-mentioned covering of the fan of several symmetries between each crossbeam, also be symmetrical arranged the suspension cable that intersects with parallel drag-line, on the vertical direction of positive equilateral structure, one group of oblique hoist cable that is arranged in symmetrically on the crossbeam is set, tiltedly hoist cable draws in vertical direction gradually, compile and be fixed on the lifting pivot point that is positioned on the positive equilateral structure centre vertical line, pivot point then is attached at main hoist cable lower end.It is comparatively complicated when building that but this space truss structure is used for memorial archway, installs comparatively difficultly, and its connection is more insecure, can't adjust.
The utility model content
The utility model provides a kind of novel space truss structure memorial archway, and it mainly is comparatively complicated when solving the existing in prior technology space truss structure and being used for memorial archway and building, and installs comparatively difficultly, and its connection is more insecure, the technical problem that can't adjust etc.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
Novel space truss structure memorial archway of the present utility model, comprise bolt sphere and steel pipe, described bolt sphere and steel pipe are formed two root posts of space truss structure, fixedly there is crossbeam the upper end of column, the middle part of crossbeam is provided with the board support, the upper end of board support is provided with the memorial archway top, and the lower end of column is established by a seat mechanism and is connected with ground.Bolt sphere and steel pipe all are a plurality of, thus the space truss structure that can build memorial archway shape.
As preferably, the upper surface of crossbeam is stretched out in the upper end of described two root posts.Make column more firm with being connected of crossbeam like this.
As preferably, described seat mechanism include can with the fixing embedded board in ground, embedded board connects a bearing by a seat board, bearing is provided with bolt sphere.The soffit of embedded board is built-in fitting fixedly, and built-in fitting is inserted on the ground.
Therefore, space truss structure of the present utility model is comparatively simple when being used for the memorial archway construction, and it is comparatively easy to install, and its connection is comparatively firm, can adjust, simple and reasonable for structure.
Description of drawings
Accompanying drawing 1 is a kind of structural representation of the present utility model;
Accompanying drawing 2 is a kind of structural representations that the utility model props up seat mechanism.
Component, position and numbering among the figure: bolt sphere 1, steel pipe 2, column 3, crossbeam 4, board support 5, memorial archway top 6, a seat mechanism 7, embedded board 8, a seat board 9, bearing 10.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: the novel space truss structure memorial archway of this example, as Fig. 1, comprise bolt sphere 1 and steel pipe 2, bolt sphere and steel pipe are formed two root posts 3 of space truss structure, and the upper end of column fixedly has the upper end of crossbeam 4, two root posts to stretch out the upper surface of crossbeam.The middle part of crossbeam is provided with board support 5, and the upper end of board support is provided with memorial archway top 6, and the lower end of column is established by a seat mechanism 7 and is connected with ground.As Fig. 2, seat mechanism include can with the fixing embedded board 8 in ground, embedded board connects bearings 10 by a seat board 9, bearing is provided with bolt sphere.
The above only is specific embodiment of the utility model, but architectural feature of the present utility model is not limited thereto, any those skilled in the art is in field of the present utility model, and the variation of doing or modification all are encompassed among the claim of the present utility model.

Claims (3)

1. novel space truss structure memorial archway, comprise bolt sphere (1) and steel pipe (2), two root posts (3) that it is characterized in that described bolt sphere (1) and steel pipe (2) composition space truss structure, fixedly there is crossbeam (4) upper end of column, the middle part of crossbeam is provided with board support (5), the upper end of board support is provided with memorial archway top (6), and the lower end of column is established by a seat mechanism (7) and is connected with ground.
2. novel space truss structure memorial archway according to claim 1 is characterized in that the upper surface of crossbeam (4) is stretched out in the upper end of described two root posts (3).
3. novel space truss structure memorial archway according to claim 1 and 2, it is characterized in that described seat mechanism (7) include can with the fixing embedded board (8) in ground, embedded board connects a bearing (10) by a seat board (9), bearing is provided with bolt sphere.
CN 201320194002 2013-04-17 2013-04-17 Novel space truss structure memorial archway Expired - Fee Related CN203223042U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320194002 CN203223042U (en) 2013-04-17 2013-04-17 Novel space truss structure memorial archway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320194002 CN203223042U (en) 2013-04-17 2013-04-17 Novel space truss structure memorial archway

Publications (1)

Publication Number Publication Date
CN203223042U true CN203223042U (en) 2013-10-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320194002 Expired - Fee Related CN203223042U (en) 2013-04-17 2013-04-17 Novel space truss structure memorial archway

Country Status (1)

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CN (1) CN203223042U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470076A (en) * 2013-10-08 2013-12-25 江苏明福钢结构有限公司 Novel detachable steel-structured plant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470076A (en) * 2013-10-08 2013-12-25 江苏明福钢结构有限公司 Novel detachable steel-structured plant

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

Granted publication date: 20131002

Termination date: 20160417