CN202745351U - Bailey truss supporting structure - Google Patents
Bailey truss supporting structure Download PDFInfo
- Publication number
- CN202745351U CN202745351U CN 201220153319 CN201220153319U CN202745351U CN 202745351 U CN202745351 U CN 202745351U CN 201220153319 CN201220153319 CN 201220153319 CN 201220153319 U CN201220153319 U CN 201220153319U CN 202745351 U CN202745351 U CN 202745351U
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- CN
- China
- Prior art keywords
- bailey bracket
- bailey
- support system
- bailey truss
- internal layer
- 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.)
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Abstract
The utility model discloses a bailey truss supporting structure which comprises a structure to be supported, an inner bailey truss supporting system arranged below the structure to be supported, an outer bailey truss supporting system outside the inner bailey truss supporting system, and a plurality of inclined inhaul cables, wherein a plurality of bailey truss columns are uniformly distributed inside the inner bailey truss supporting system. The utility model is characterized by arranging the inner bailey truss supporting system and the outer bailey truss supporting system below the structure to be supported; after the inner bailey truss supporting system and the outer bailey truss supporting system support and fix the structure to be supported, a rather large construction space exists in the bailey truss supporting system, which provides a rather good working space condition for subsequent installation of the inclined inhaul cables and pre-stress construction.
Description
Technical field
The utility model relates to building field, particularly a kind of Bailey bracket braced structures.
Background technology
Double-deck radial beam string spacial structure steel roof system is dual gilled rings-Radiation tension string beam structure system, and span reaches 98m, is the homogeneous structure of present largest domestic.Dual gilled rings-Radiation tension string beam structure system was not a statically determinate structrue before stretch-draw not.To under girder, establish interim support bracket.The Steel Structure Installation temporary supporting system adopts all round victory scaffold usually, but this engineering adopt all round victory scaffold support system will to vertical strut, in draw steel loop and radially cause difficulty with the installation of hoop cable wire.Because vertical strut, in draw the members such as steel loop and cable wire between all round victory scaffold, all round victory scaffold has stopped the hoisted in position of these members, causes difficulty is installed.In addition, if adopt all round victory scaffold, the members such as all vertical struts, cast steel node and cable wire must be deposited in outside the venue, the longest cable wire installation work that particularly the single 67m of reaching, about 3.9t are heavy all needs to finish outside the venue, must cause the difficulty that is difficult to overcome to lifting and the installation work of the members such as follow-up strut, cast steel node and cable wire like this.Now need a kind of braced structures that can be convenient to the construction in place of prestressed stretch-draw and cable wire.
The utility model content
The purpose of this utility model is to provide a kind of Bailey bracket braced structures.
The solution that the utility model solves its technical problem is: a kind of Bailey bracket braced structures, comprise member to be supported, described member to be supported below is provided with internal layer Bailey bracket support system, is arranged on internal layer Bailey bracket support system outer outer Bailey bracket support system and some suspension cables, evenly be provided with several Bailey bracket posts in the described internal layer Bailey bracket support system, evenly be provided with several Bailey bracket posts in the described outer Bailey bracket support system.
As further improvement in the technical proposal, the top of described Bailey bracket post is provided with support platform, the jack of adjusting absolute altitude is installed on the described support platform, described Bailey bracket post below also is provided with bearing, the Bailey bracket post is laminated by several Bailey brackets, also is provided with some bearing connecting rods between described adjacent bearing.
As further improvement in the technical proposal, be provided with two shellfish thunder sheets in the described Bailey bracket, be provided with shellfish thunder brace between described shellfish thunder sheet.
As further improvement in the technical proposal, vertical direction along the Bailey bracket post also is provided with several horizontal operation platforms, be provided with the Bailey bracket connecting rod between the adjacent support platform in the internal layer Bailey bracket support system, be provided with the Bailey bracket connecting rod between the adjacent support platform in the outer Bailey bracket support system.
As further improvement in the technical proposal, be provided with 6 Bailey bracket posts in the described internal layer Bailey bracket support system, be provided with 36 Bailey bracket posts in the described outer Bailey bracket support system.
The beneficial effects of the utility model are: the utility model is by arranging internal layer Bailey bracket support system and outer Bailey bracket support system below member to be supported, after internal layer Bailey bracket support system and outer Bailey bracket support system are firm with member supports to be supported, also has larger construction space in the Bailey bracket support system, for installation and the pre-stress construction of follow-up suspension cable provides preferably working space condition.
The utility model can be used in the braced structures of large-scale component.
Description of drawings
Below in conjunction with accompanying drawing and example the utility model is further described.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is partial sectional view of the present utility model;
Fig. 3 is the structural scheme of mechanism of Bailey bracket of the present utility model;
Fig. 4 is the support schematic diagram on the top of the Bailey bracket post in the utility model.
The specific embodiment
Below in conjunction with accompanying drawing, describe the application of the utility model in building field in detail.
With reference to Fig. 1～Fig. 4, a kind of Bailey bracket braced structures, comprise member 3 to be supported, described member to be supported 3 belows are provided with internal layer Bailey bracket support system 1, are arranged on outer Bailey bracket support system 2 and some suspension cables 4 outside the internal layer Bailey bracket support system 1, described internal layer Bailey bracket support system 1 interior several Bailey bracket posts 5 that evenly is provided with, described outer Bailey bracket support system 2 interior several Bailey bracket posts 5 that evenly are provided with.
By internal layer Bailey bracket support system 1 and outer Bailey bracket support system 2 are set below member 3 to be supported, after internal layer Bailey bracket support system 1 supports member 3 to be supported firmly with outer Bailey bracket support system 2, also has larger construction space in the Bailey bracket support system, for installation and the pre-stress construction of follow-up suspension cable provides preferably working space condition.
Be further used as preferred embodiment, the top of described Bailey bracket post 5 is provided with support platform 6, the jack 7 of adjusting absolute altitude is installed on the described support platform 6, jack 7 capable of regulating absolute altitudes, described Bailey bracket post 5 belows also are provided with bearing 8, Bailey bracket post 5 is fixed with No. 14 channel-section steels of bearing 8 usefulness, bearing 8 is the steel plate of 2000*9000*20, Bailey bracket post 5 is laminated by several Bailey brackets, after the male between the two joint Bailey brackets is connected with female up and down, fix with bearing pin, and plug safety plug at bearing pin.8 of described adjacent bearings also are provided with some bearing connecting rods, and connecting rod is Φ 28 reinforcing bars, by welding bearing 8 are connected into an integral body.
Be further used as preferred embodiment, be provided with two shellfish thunder sheets 9 in the described Bailey bracket, 9 of described shellfish thunder sheets are provided with shellfish thunder brace 10, and the thunder brace is made support and connected two shellfish thunder sheets 9.
Be further used as preferred embodiment, vertical direction along Bailey bracket post 5 also is provided with several horizontal operation platforms 11, be provided with the Bailey bracket connecting rod between the adjacent support platform in the internal layer Bailey bracket support system 1, be provided with the Bailey bracket connecting rod between the adjacent support platform in the outer Bailey bracket support system 2.
Be further used as preferred embodiment, be provided with 6 Bailey bracket posts 5 in the described internal layer Bailey bracket support system 1, be provided with 36 Bailey bracket posts 5 in the described outer Bailey bracket support system 2.
More than be that preferred embodiments of the present utility model is specified, but the invention is not limited to described embodiment, those of ordinary skill in the art also can make all equivalent modifications or replacement under the prerequisite of the utility model spirit, the modification that these are equal to or replacement all are included in the application's claim limited range.
Claims (5)
1. Bailey bracket braced structures, comprise member to be supported (3), it is characterized in that: described member to be supported (3) below is provided with internal layer Bailey bracket support system (1), is arranged on internal layer Bailey bracket support system (1) outer outer Bailey bracket support system (2) and some suspension cables (4), evenly be provided with several Bailey bracket posts (5) in the described internal layer Bailey bracket support system (1), evenly be provided with several Bailey bracket posts (5) in the described outer Bailey bracket support system (2).
2. Bailey bracket braced structures according to claim 1, it is characterized in that: the top of described Bailey bracket post (5) is provided with support platform (6), the jack (7) of adjusting absolute altitude is installed on the described support platform (6), described Bailey bracket post (5) below also is provided with bearing (8), Bailey bracket post (5) is laminated by several Bailey brackets, also is provided with some bearing connecting rods between described adjacent bearing (8).
3. Bailey bracket braced structures according to claim 2 is characterized in that: be provided with two shellfish thunder sheets (9) in the described Bailey bracket, be provided with shellfish thunder brace (10) between described shellfish thunder sheet (9).
4. according to claim 2 or 3 described Bailey bracket braced structuress, it is characterized in that: the vertical direction along Bailey bracket post (5) also is provided with several horizontal operation platforms (11), be provided with the Bailey bracket connecting rod between the adjacent support platform in the internal layer Bailey bracket support system (1), be provided with the Bailey bracket connecting rod between the adjacent support platform in the outer Bailey bracket support system (2).
5. Bailey bracket braced structures according to claim 4 is characterized in that: be provided with 6 Bailey bracket posts (5) in the described internal layer Bailey bracket support system (1), be provided with 36 Bailey bracket posts (5) in the described outer Bailey bracket support system (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220153319 CN202745351U (en) | 2012-04-12 | 2012-04-12 | Bailey truss supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220153319 CN202745351U (en) | 2012-04-12 | 2012-04-12 | Bailey truss supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202745351U true CN202745351U (en) | 2013-02-20 |
Family
ID=47704770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220153319 Expired - Fee Related CN202745351U (en) | 2012-04-12 | 2012-04-12 | Bailey truss supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202745351U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669835A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Supporting stand column which adopts Bailey truss and is applied to jacking formwork system and installation method of supporting stand column |
| CN104695717A (en) * | 2013-12-04 | 2015-06-10 | 中国人民解放军总装备部特种工程技术安装总队 | Upwarp degree precontrol adjusting equipment of revolving platform |
-
2012
- 2012-04-12 CN CN 201220153319 patent/CN202745351U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695717A (en) * | 2013-12-04 | 2015-06-10 | 中国人民解放军总装备部特种工程技术安装总队 | Upwarp degree precontrol adjusting equipment of revolving platform |
| CN103669835A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Supporting stand column which adopts Bailey truss and is applied to jacking formwork system and installation method of supporting stand column |
| CN103669835B (en) * | 2013-12-13 | 2016-02-17 | 中建三局第一建设工程有限责任公司 | A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130220 Termination date: 20140412 |