CN200943261Y - Super large movable architecture structure - Google Patents
Super large movable architecture structure Download PDFInfo
- Publication number
- CN200943261Y CN200943261Y CN 200620092898 CN200620092898U CN200943261Y CN 200943261 Y CN200943261 Y CN 200943261Y CN 200620092898 CN200620092898 CN 200620092898 CN 200620092898 U CN200620092898 U CN 200620092898U CN 200943261 Y CN200943261 Y CN 200943261Y
- Authority
- CN
- China
- Prior art keywords
- truss
- beam group
- span
- sheet beam
- moveable
- 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
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Abstract
The utility model discloses an ultra-large moveable building structure, pertains to the construction field, and specifically relates to a new structure that uses scaffold components to build an ultra-large movable building. The purpose of the utility model is to solve the disadvantage of the prior art that the present moveable house made of scaffold components has a limited span of no more than 20m. The structure consists of linear side girders, arc side girders and girder connectors. The structure is characterized in that girders are connected by the girder connectors to form beam sets, and beam sets are fixed with each other via connecting plates, horizontal draw rods, and diagonal draw rods to form a moveable house. The advantages of the structure include mass production of all the components, involving no use of welding and other operations for assembly, convenient assembly, much higher span than a general moveable house. The span of the structure is twice or three times the span of a common moveable house. The structure can be widely used in the installation of moveable architectures.
Description
Technical field
The utility model belongs to building field, is specifically to adopt truss and link to be combined into a kind of new construction of ultra-large type mobile structure thing.
Background technology
Traditional prefabricated house, because of simple, the various connector function singleness of its member, the prefabricated house span of assembling is limited, only has tens meters usually, and the span of park home also is no more than 20 meters.
The utility model content
A kind of ultra-large type mobile structure of the utility model thing structure is at the limited problem of prefabricated house span, on the basis of 01248636.1,03212167.9 patent, researched and developed the new construction of assembling large span prefabricated house, it is to adopt chip straight flange truss, camber line truss and Truss joint and connect the patch diskette package assembly, builds ultra-large type mobile structure thing.
A kind of ultra-large type mobile structure thing structure is by straight line truss, camber line fringe truss, Truss joint and insert each parts of dish constitutes, and it is characterized in that:
A) straight line truss and straight line truss, straight line truss and camber line fringe truss, camber line fringe truss and camber line fringe truss are formed truss sheet beam group by Truss joint;
B) be mutually permanently connected by inserting dish, girt and digonal link between the sheet beam group.
Top and dual-side in truss sheet beam group, another group truss sheet beam group that is complementary with truss sheet beam group is installed, it is fixing to adopt slotting dish link, girt, digonal link to interconnect between truss sheet beam group, is another kind of package assembly form of the present utility model.
The beneficial effects of the utility model are the company's of employing patch diskette between the sheet beam, girt, digonal link connection, firm safety; Camber line truss and various installing component are batch production production, do not need field machining, more do not need on-the-spot rivet welding, and assembling is quick, easy installation and removal; The building span can reach 36-60m, is 2-3 times that prior art is built tens meters spans of prefabricated house.
Description of drawings
Fig. 1, the utility model central structure schematic diagram in kind;
Fig. 2, the utility model overall structure front view;
Fig. 3, the utility model Fig. 2 overall structure vertical view;
Fig. 4, sheet beam group structure chart in A-A sectional plane position among the utility model Fig. 2;
Fig. 5, the utility model straight line trussed construction figure;
Fig. 6, the utility model camber line fringe truss structure chart;
Fig. 7, sheet beam group (1) S position Truss joint zoomed-in view among the utility model Fig. 4;
Fig. 8, the utility model Fig. 7 nut (5) sectional view;
Fig. 9, sheet beam group (1) is inserted dish connector zoomed-in view with sheet beam group (1 ') R position among the utility model Fig. 3;
Figure 10, the another kind of form of structure schematic diagram of the utility model sheet beam group (1).
The accompanying drawing marking explanation: 1,1 ' be sheet beam group, 2 is girt, 3 is digonal link, 4,10 is main chord, and 5 is nut, and 6 is slip cap, 7 is key, and 8 is fixed cover, and 9 is bolt, 11 is steady pin, 12 is fixed point, and 13,13 ' be fixing drift, 14 coil for inserting, A is for analysing and observe the position, and R, S are for amplifying the position.
The specific embodiment
To structure of the present utility model, in conjunction with the accompanying drawings, further specify as follows:
Embodiment 1
At first, sheet beam group 1 is set up with the straight line truss perpendicular to the wall part on ground, building roof curved portion is set up with the camber line truss; Straight line truss and straight line truss, straight line truss and camber line fringe truss, camber line fringe truss and camber line fringe truss by Truss joint form truss sheet beam group 1,1 ', referring to accompanying drawing 1,4,5,6,7; Sheet beam group 1 is by inserting dish 14, girt 2, digonal link 3, fixing drift 13,13 ' effect under, make sheet beam group 1 and sheet beam group 1 ' connect into integral body, referring to Fig. 3,9; Structure connects into integral body with sheet beam group according to this, and span can reach 36m, perhaps assembles the mobile structure thing of span 45m, is far longer than the span of tens meters in existing prefabricated house building; The camber line truss does not need field machining, and more without electric welding, all parts are batch production production, and the scene is that parts are installed, the truss assembly unit, and precision height, progress are fast.
Test effect is rather good, is highly commended by customers deeply.Can extensive use in assembling super-span building.
Assembling ultra-large type activity style performance booth.At the top and the dual-side of truss sheet beam group 1, another group truss sheet beam group 1 that is complementary with truss sheet beam group 1 is installed ", as shown in figure 10, in truss sheet beam group 1 and 1 " between, adopt slotting dish link, girt, digonal link to interconnect and reinforce; Compound ceiling is strengthened camber canopy body rigidity, and the building span can reach 60m.Other assemble syndeton, all with embodiment 1.
Claims (2)
1. a ultra-large type mobile structure thing structure is to be made of straight line truss, camber line fringe truss, Truss joint and slotting each parts of dish, it is characterized in that:
A) straight line truss and straight line truss, straight line truss and camber line fringe truss, camber line fringe truss and camber line fringe truss are formed truss sheet beam group (1,1 ') by Truss joint;
B) be mutually permanently connected by inserting dish (14), girt (2) and digonal link (3) between the sheet beam group (1,1 ').
2. a kind of ultra-large type mobile structure thing structure according to claim 1, it is characterized in that top and dual-side in truss sheet beam group (1), another group truss sheet beam group of being complementary with truss sheet beam group (1) (1 "); in truss sheet beam group (1) with (between 1 "), adopt to insert and coil link, girt, digonal link and interconnect fixing is installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200620092898 CN200943261Y (en) | 2006-08-23 | 2006-08-23 | Super large movable architecture structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200620092898 CN200943261Y (en) | 2006-08-23 | 2006-08-23 | Super large movable architecture structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN200943261Y true CN200943261Y (en) | 2007-09-05 |
Family
ID=38717896
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200620092898 Expired - Fee Related CN200943261Y (en) | 2006-08-23 | 2006-08-23 | Super large movable architecture structure |
Country Status (1)
Country | Link |
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CN (1) | CN200943261Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114672A (en) * | 2013-03-08 | 2013-05-22 | 中铁五局(集团)有限公司 | Steel truss arc shack used for tunnel portal with permafrost in high and cold area |
CN106968382A (en) * | 2017-05-27 | 2017-07-21 | 中国航空规划设计研究总院有限公司 | A kind of many seat in the plane workover rig storehouse roof system sprit frame structural body systems of large-scale jumbo jet |
CN115977407A (en) * | 2022-12-23 | 2023-04-18 | 中国建筑第二工程局有限公司 | Prestressed large-span truss string sliding construction system and construction method thereof |
-
2006
- 2006-08-23 CN CN 200620092898 patent/CN200943261Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114672A (en) * | 2013-03-08 | 2013-05-22 | 中铁五局(集团)有限公司 | Steel truss arc shack used for tunnel portal with permafrost in high and cold area |
CN103114672B (en) * | 2013-03-08 | 2015-12-16 | 中铁五局(集团)有限公司 | A kind of steel truss arc canopy for high and cold permafrost tunnel hole |
CN106968382A (en) * | 2017-05-27 | 2017-07-21 | 中国航空规划设计研究总院有限公司 | A kind of many seat in the plane workover rig storehouse roof system sprit frame structural body systems of large-scale jumbo jet |
CN106968382B (en) * | 2017-05-27 | 2019-04-05 | 中国航空规划设计研究总院有限公司 | A kind of large size jumbo jet multimachine position maintenance hangar roof system sprit frame structural body system |
CN115977407A (en) * | 2022-12-23 | 2023-04-18 | 中国建筑第二工程局有限公司 | Prestressed large-span truss string sliding construction system and construction method thereof |
CN115977407B (en) * | 2022-12-23 | 2024-01-26 | 中国建筑第二工程局有限公司 | Prestressed large-span truss string slipping construction system and construction method thereof |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |