CN202866003U - Novel panel point structure of spatial steel pipe truss steel suspension platform - Google Patents
Novel panel point structure of spatial steel pipe truss steel suspension platform Download PDFInfo
- Publication number
- CN202866003U CN202866003U CN201220455902.0U CN201220455902U CN202866003U CN 202866003 U CN202866003 U CN 202866003U CN 201220455902 U CN201220455902 U CN 201220455902U CN 202866003 U CN202866003 U CN 202866003U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- truss
- pipe truss
- steel pipe
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a novel panel point structure of a spatial steel pipe truss steel suspension platform. The novel panel point structure of the spatial steel pipe truss steel suspension platform comprises a main pipe (1) of a steel pipe truss, a liner tube (2), a first connecting steel plate (3), a first stiffening plate (4), a second stiffening plate (5), a second connecting steel plate (6), high-strength bolts (7), a third connecting steel plate (8), a suspension platform steel column (9), a branch pipe (10) of the steel pipe truss, and a steel tied rod (11). The novel panel point structure of the spatial steel pipe truss steel suspension platform is simple and practical in structure, the connecting steel plates stretch into the main pipe of the steel pipe truss and are in welding connection with a sectional mouth of the main pipe of the truss, and therefore reliable connection between a bottom chord of the truss and a lower hanging platform is ensured. The liner tube is arranged inside the main pipe of the steel pipe truss and the stiffening plates are arranged outside the steel pipe truss, and therefore stability of panel points is ensured. The panel points of the truss are in high strength bolt connection with the lower hanging steel columns, and therefore construction is facilitated. The novel panel point structure of the spatial steel plate truss steel suspension platform is simple to manufacture, clear in force transmission, and safe and practical.
Description
Technical field
The utility model relates to the engineering construction field, is a kind of steel pipe truss node structure specifically.
Background technology
In the industrial processes, be subjected to the restriction of production technology and equipment, often require factory building not only to possess higher headroom but also larger span is arranged, such as material storage yard, siccative canopy etc.For satisfying above-mentioned requirements, can adopt steel pipe truss structures.Windrow mode in the part stockyard adopts the Belt Conveying windrow, and in order more effectively to utilize the space, the height of windrow should be high as much as possible.The height of belt conveying platform will improve thereupon like this.If adopt post brace type belt conveying platform, both took up room, work is made troubles to feeding again.For ensureing the efficient, smooth and easy of feeding, can adopt the hanging belt delivery platform.This method hangs on the steel pipe truss lower edge with belt conveying platform, has effectively improved the height of platform, has eliminated again ground obstacle.Therefore, how to design a kind of simple and practically, safe and reliable, and be applicable to the hanging node of steel pipe truss, the problem that has become the designer to solve.
The utility model content
The utility model has been and has addressed the above problem and a kind of novel joint that hangs the steel platform is provided.Purpose is to guarantee to effectively utilize the space on the normal basis of carrying of belt, ensureing the efficient, smooth and easy of feeding work, providing simultaneously a kind of power transmission clearly reliable, simple and practical novel joint.Concrete scheme of the present utility model is:
A kind of spatial steel tube-truss hangs steel platform novel joint, comprise steel pipe truss supervisor 1, bushing pipe 2, the first junction steel plate 3, the first stiffener 4, the second stiffener 5, the second junction steel plate 6, the 3rd junction steel plate 8, suspension platform steel column 9, steel pipe truss arm 10, steel tie-rod 11
Establish bushing pipe 2 in the described steel pipe truss supervisor 1;
Steel pipe truss supervisor 1 is connected full weld with the weldering of the first junction steel plate 3 grooves;
The first stiffener 4, the second stiffener 5 are connected full weld with steel pipe truss supervisor 1 and junction steel plate 3 fillet welds;
The second junction steel plate 6 and junction steel plate 3 and the first stiffener 4, the second stiffener 5 fillet welds are connected full weld;
Steel pipe truss arm 10 is connected full weld with steel pipe truss supervisor 1 and junction steel plate 3 fillet welds;
Steel tie-rod 11 is connected with junction steel plate 3 fillet welds, three weld all arounds;
The second junction steel plate 6 is connected by high-strength bolt 7 with the 3rd junction steel plate 8.
Described the first junction steel plate 3 runs through steel pipe truss supervisor 1.
Described the second junction steel plate 6 and the 3rd junction steel plate 8 prior prepared screw-bolt holes link together by high-strength bolt 7.
Advantage of the present utility model and effect are as follows:
The utility model is simple and practical, junction steel plate stretches into steel pipe truss supervisor and is connected with the weldering of truss supervisor groove and guaranteed between truss lower edge and lower extension platform there be reliable the connection, establish bushing pipe in the steel pipe truss supervisor, the peripheral hardware stiffener has guaranteed the stable of node, adopt between panel point and lower extension steel column the high-strength bolt connection side construct.Its way is simple, and power transmission is clear and definite, and is safe and practical.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the A-A position view among Fig. 1;
Fig. 3 is the B-B position view among Fig. 1;
Among the figure, 1, steel pipe truss supervisor; 2, bushing pipe; 3, the first junction steel plate; 4, the first stiffener; 5, the second stiffener; 6, the second junction steel plate; 7, high-strength bolt; 8, the 3rd junction steel plate; 9, suspension platform steel column; 10, steel pipe truss arm; 11, steel tie-rod.
The specific embodiment
Specify the utility model below in conjunction with accompanying drawing, as shown in Figure 1-Figure 3, at first establish bushing pipe 2 in steel pipe truss supervisor 1, then steel pipe truss supervisor 1 is connected with the weldering of junction steel plate 3 grooves, described the first junction steel plate 3 runs through steel pipe truss supervisor 1; Again the first stiffener 4, the second stiffener 5 are connected with steel pipe truss supervisor the 1 and first junction steel plate 3 fillet welds, then the second junction steel plate 6 and the first junction steel plate 3 and the first stiffener 4, the second stiffener 5 fillet welds are connected, again steel pipe truss arm 10 is connected with steel pipe truss supervisor the 1 and first junction steel plate 3 fillet welds, then steel tie-rod 11 is connected with the first junction steel plate 3 fillet welds, the 3rd junction steel plate 8 is connected with suspension platform steel column 9 fillet welds, at last the second junction steel plate 6 is connected by high-strength bolt 7 with the 3rd junction steel plate 8.
Claims (3)
1. a spatial steel tube-truss hangs the novel node structure of steel platform, it is characterized in that: comprise steel pipe truss supervisor (1), bushing pipe (2), the first junction steel plate (3), the first stiffener (4), the second stiffener (5), the second junction steel plate (6), the 3rd junction steel plate (8), suspension platform steel column (9), steel pipe truss arm (10), steel tie-rod (11), establish bushing pipe (2) in the described steel pipe truss supervisor (1); Steel pipe truss supervisor (1) is connected full weld with the weldering of the first junction steel plate (3) groove; The first stiffener (4), the second stiffener (5) are connected full weld with steel pipe truss supervisor (1) and junction steel plate (3) fillet weld; The second junction steel plate (6) and junction steel plate (3) and the first stiffener (4), the second stiffener (5) fillet weld are connected full weld; Steel pipe truss arm (10) is connected full weld with steel pipe truss supervisor (1) and junction steel plate (3) fillet weld; Steel tie-rod (11) is connected three weld all arounds with junction steel plate (3) fillet weld; Junction steel plate (8) is connected full weld with suspension platform steel column (9) fillet weld; The second junction steel plate (6) is connected by high-strength bolt (7) with the 3rd junction steel plate (8).
2. node structure according to claim 1 is characterized in that: described the first junction steel plate (3) runs through steel pipe truss supervisor (1).
3. node structure according to claim 1 is characterized in that: described the second junction steel plate (6) and the 3rd junction steel plate (8) be prepared screw-bolt hole in advance, links together by high-strength bolt (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220455902.0U CN202866003U (en) | 2012-09-07 | 2012-09-07 | Novel panel point structure of spatial steel pipe truss steel suspension platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220455902.0U CN202866003U (en) | 2012-09-07 | 2012-09-07 | Novel panel point structure of spatial steel pipe truss steel suspension platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202866003U true CN202866003U (en) | 2013-04-10 |
Family
ID=48032731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220455902.0U Expired - Lifetime CN202866003U (en) | 2012-09-07 | 2012-09-07 | Novel panel point structure of spatial steel pipe truss steel suspension platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202866003U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179281A (en) * | 2014-08-21 | 2014-12-03 | 云南工程建设总承包公司 | Novel steel cable suspending device and method for mounting same |
| CN110177910A (en) * | 2017-01-17 | 2019-08-27 | 蒂森克虏伯钢铁欧洲股份公司 | With load branch node and the adjustable pillar for stretching out angle |
-
2012
- 2012-09-07 CN CN201220455902.0U patent/CN202866003U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179281A (en) * | 2014-08-21 | 2014-12-03 | 云南工程建设总承包公司 | Novel steel cable suspending device and method for mounting same |
| CN110177910A (en) * | 2017-01-17 | 2019-08-27 | 蒂森克虏伯钢铁欧洲股份公司 | With load branch node and the adjustable pillar for stretching out angle |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201850795U (en) | Hinge center support frame steel structure | |
| CN103967133B (en) | Rectangular steel-tube concrete column and H profile steel beam bolted and welded connection node | |
| CN202787569U (en) | Eccentric brace type steel plate shear wall | |
| CN203808251U (en) | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount | |
| CN104372961A (en) | Anti-seismic integrated lightweight steel construction house | |
| CN205348573U (en) | Modularization steel pipe truss | |
| CN202866003U (en) | Novel panel point structure of spatial steel pipe truss steel suspension platform | |
| CN208594732U (en) | Easy-to-dismount steelwork tower truss outrigger platform | |
| CN204311776U (en) | A kind of integrated lightweight steel construction room of antidetonation | |
| CN206737538U (en) | A kind of half-phase passes through half bolted 750kV steel pipe lattice types framework | |
| CN204266378U (en) | A kind of steel structural embedded parts that can bear larger pulling force | |
| CN203729623U (en) | Assembled machining shed for building construction | |
| CN2490261Y (en) | Device for changing and supporting post of house by structural steel | |
| CN203656365U (en) | Combination-type transition cable leading cage based on cable leading towards lower bridge surface | |
| CN204703310U (en) | Concrete column reinforcing joint structure | |
| CN103790241B (en) | A kind of Bolted angle connection method of H type steel flanged beam beam and laced of battened compression member | |
| CN211774598U (en) | Connecting piece for connecting steel structure and wall body of prefabricated building | |
| CN203034916U (en) | Assembled construction barrier | |
| CN203393721U (en) | Inner support main purlin component | |
| CN103276889B (en) | Full hall fastener type steel pipe scaffold anti-side shifting method | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN202913356U (en) | Load-bearing frame for bridge construction | |
| CN206829370U (en) | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure | |
| CN206110627U (en) | Truss strenghthened type fastener -style steel pipe scaffold frame | |
| CN103603432B (en) | A kind of method of attachment of H type entity plate-girder dative structure formula steel column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130410 |