CN203867062U - Trapezoid steel roof truss with hollowed-out chord members - Google Patents
Trapezoid steel roof truss with hollowed-out chord members Download PDFInfo
- Publication number
- CN203867062U CN203867062U CN201420301340.3U CN201420301340U CN203867062U CN 203867062 U CN203867062 U CN 203867062U CN 201420301340 U CN201420301340 U CN 201420301340U CN 203867062 U CN203867062 U CN 203867062U
- Authority
- CN
- China
- Prior art keywords
- roof truss
- chord
- steel
- chord member
- web members
- 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
Links
Abstract
A trapezoid steel roof truss with hollowed-out chord members comprises an upper roof truss chord member (1), a lower roof truss chord member (3), diagonal web members (5), vertical web members (6) and end web members (7). The upper roof truss chord member is connected on the lower roof truss chord member through the diagonal web members, the vertical web members and the end web members, the end web members are positioned at two ends between the upper roof truss chord member and the lower roof truss chord member, the vertical web members are vertical to the upper roof truss chord member and the lower roof truss chord member and uniformly distributed between the two ends of the upper roof truss chord member and the lower roof truss chord member, two of the diagonal web members are mounted between each two adjacent vertical web members, and one end of each diagonal web member is connected with the lower roof truss chord member on the lower portions of the vertical web members while the other end of each diagonal web member is connected with the upper roof truss chord member. The trapezoid steel roof truss with the hollowed-out chord members has the advantages that self weight of long-span steel-truss roofs of industrial factory buildings is reduced, and construction cost is saved as the trapezoid steel roof truss is 15% less than a traditional steel roof truss in steel consumption; the trapezoid steel roof truss is applicable to long-span steel roof truss structures of the industrial factory buildings for power plants, textile enterprises, iron and steel enterprises and the like.
Description
technical field
The utility model relates to a kind of chord member hollow type trapezoidal steel roof truss, belongs to wide span steel roof frame building structure technology field.
background technology
Along with the development of national national economy, very fast to the increase in demand of Long Span Industrial Factory Building, particularly power plant, weaving and iron and steel enterprise are more to the demand of Long Span Industrial Factory Building.
The wide span steel roof frame top-bottom chord of domestic industry factory building generally adopts the real abdomen member such as Two bors d's oeuveres angle steel, H shaped steel, steel roof truss is large with steel material, it is heavier to conduct oneself with dignity, be unfavorable for the stressed of steel roof truss self and supporting construction thereof, in the time that needs are considered vertical earthquake, steel roof truss deadweight is excessive more unfavorable to structure.
The deadweight problem that solves wide span steel roof frame member is the technical problem that structural engineering teacher faces.
summary of the invention
The purpose of this utility model is, the problem weighing very much according to the wide span steel roof frame member dead weight of existing industrial premises, and the utility model is released a kind of chord member hollow type trapezoidal steel roof truss.
The technical solution of the utility model is that a kind of chord member hollow type of the utility model trapezoidal steel roof truss is made up of upper chord of roof truss, roof truss lower chord, diagonal web member, perpendicular web member and end web member.Upper chord of roof truss is connected on roof truss lower chord by diagonal web member, perpendicular web member and end web member, the two ends of end web member between upper chord of roof truss and roof truss lower chord, erect web member perpendicular to upper chord of roof truss and roof truss lower chord, and be evenly distributed between upper chord of roof truss and the two ends of roof truss lower chord; Between adjacent two perpendicular web members, two diagonal web members are installed, diagonal web member one end connects the roof truss lower chord of perpendicular web member bottom, and one end connects upper chord of roof truss.
On the web of the upper chord of roof truss of described roof truss and roof truss lower chord H shaped steel chord member, be evenly distributed with at a certain distance hollow out circular hole; On the web of upper chord of roof truss, be evenly distributed with upper chord of roof truss hollow out circular hole, on the web of roof truss lower chord, be evenly distributed with roof truss lower chord hollow out circular hole.
Near connected node, hole adopts the wide steel plate of the thick 50mm of 10mm to strengthen hole.
Described hollow out Circularhole diameter is 20mm ~ 200mm.
The beneficial effects of the utility model are that the local hollow out of web of the H shaped steel chord member of upper chord of roof truss of the present utility model and roof truss lower chord, greatly reduces the deadweight on industrial premises large span steelframe roof, does not affect again the intensity on steelframe roof simultaneously.The comparable traditional steel roof truss saving steel consumption 15% of the present invention, saves construction costs.
The utility model is applicable to the wide span steel roof frame structure of the industrial premises such as power plant, weaving and iron and steel.
brief description of the drawings
Fig. 1 is the utility model chord member hollow type trapezoidal steel roof truss structural representation;
Picture in picture number: 1 is upper chord of roof truss; 2 is upper chord of roof truss hollow out circular hole; 3 is roof truss lower chord; 4 is roof truss lower chord hollow out circular hole; 5 is diagonal web member; 6 is perpendicular web member; 7 is end web member.
Detailed description of the invention
Detailed description of the invention of the present utility model as shown in Figure 1.
A kind of chord member hollow type of the present embodiment trapezoidal steel roof truss is made up of upper chord of roof truss 1, roof truss lower chord 3, diagonal web member 5, perpendicular web member 6 and end web member 7.Upper chord of roof truss is connected on roof truss lower chord by diagonal web member, perpendicular web member and end web member, the two ends of end web member between upper chord of roof truss and roof truss lower chord, erect web member perpendicular to upper chord of roof truss and roof truss lower chord, and be evenly distributed between upper chord of roof truss and the two ends of roof truss lower chord; Between adjacent two perpendicular web members, two diagonal web members are installed, diagonal web member one end connects the roof truss lower chord of perpendicular web member bottom, and one end connects upper chord of roof truss.
The long 50m of the present embodiment lower chord, hollow out Circularhole diameter is 50mm.
Described upper chord of roof truss 1 and roof truss lower chord 3, by local the web of H shaped steel chord member hollow out, hollow out circular hole 4 is evenly distributed on the web of upper chord of roof truss 1 and roof truss lower chord 3 every 200mm distance; Near connected node, hole adopts the wide steel plate of the thick 50mm of 10mm to strengthen (connected node refers to the position being connected of upper and lower string with the web member of roof truss) to hole.
Chord member needs the hole of hollow out made in the time of produce in factory, needs the hole of strengthening to adopt Plate Welding to strengthen, and remaining on-the-spot processing and fabricating method is with traditional steel roof truss.
Claims (2)
1. a chord member hollow type trapezoidal steel roof truss, is made up of upper chord of roof truss, roof truss lower chord, diagonal web member, perpendicular web member and end web member, it is characterized in that,
Described upper chord of roof truss is connected on roof truss lower chord by diagonal web member, perpendicular web member and end web member, the two ends of end web member between upper chord of roof truss and roof truss lower chord, erect web member perpendicular to upper chord of roof truss and roof truss lower chord, and be evenly distributed between upper chord of roof truss and the two ends of roof truss lower chord; Between adjacent two perpendicular web members, two diagonal web members are installed, diagonal web member one end connects the roof truss lower chord of perpendicular web member bottom, and one end connects upper chord of roof truss;
On the web of the upper chord of roof truss of described roof truss and roof truss lower chord H shaped steel chord member, be evenly distributed with at a certain distance hollow out circular hole; On the web of upper chord of roof truss, be evenly distributed with upper chord of roof truss hollow out circular hole, on the web of roof truss lower chord, be evenly distributed with roof truss lower chord hollow out circular hole.
2. a kind of chord member hollow type trapezoidal steel roof truss according to claim 1, is characterized in that, described hollow out Circularhole diameter is 20mm ~ 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420301340.3U CN203867062U (en) | 2014-06-09 | 2014-06-09 | Trapezoid steel roof truss with hollowed-out chord members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420301340.3U CN203867062U (en) | 2014-06-09 | 2014-06-09 | Trapezoid steel roof truss with hollowed-out chord members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203867062U true CN203867062U (en) | 2014-10-08 |
Family
ID=51648032
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420301340.3U Expired - Fee Related CN203867062U (en) | 2014-06-09 | 2014-06-09 | Trapezoid steel roof truss with hollowed-out chord members |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203867062U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284838A (en) * | 2016-08-12 | 2017-01-04 | 中南大学 | A kind of lattice Honeycomb Beam sections and large span lattice girder steel and fabrication and installation method thereof |
| CN111485674A (en) * | 2020-05-09 | 2020-08-04 | 江苏省苏中建设集团股份有限公司 | Super-large span light steel roof truss and installation method thereof |
-
2014
- 2014-06-09 CN CN201420301340.3U patent/CN203867062U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284838A (en) * | 2016-08-12 | 2017-01-04 | 中南大学 | A kind of lattice Honeycomb Beam sections and large span lattice girder steel and fabrication and installation method thereof |
| CN106284838B (en) * | 2016-08-12 | 2018-10-26 | 中南大学 | A kind of lattice honeycomb girder segment and large span lattice girder steel and its fabrication and installation method |
| CN111485674A (en) * | 2020-05-09 | 2020-08-04 | 江苏省苏中建设集团股份有限公司 | Super-large span light steel roof truss and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202273319U (en) | Connection node device for concrete-filled steel tube column and reinforced concrete beam | |
| CN203334425U (en) | Steel structure unit and steel structure system | |
| CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
| CN204551891U (en) | A kind of Spatial beam string structure and truss combining structure | |
| CN102704569A (en) | Multilayer large-span assembling integral type space steel grid building structure and manufacturing method | |
| CN206481251U (en) | A kind of photovoltaic bracket device of use truss string structure beam | |
| CN203924364U (en) | The prestressing force assembling frame structure node syndeton of additional angle steel | |
| CN203867062U (en) | Trapezoid steel roof truss with hollowed-out chord members | |
| CN203821907U (en) | Large-scale vertical tube cone section profile steel structure cooling tower | |
| CN204418510U (en) | Floor support plate steel bar girder structure | |
| CN103821259B (en) | The combined steel plate shearing force wall that a kind of tensile force of belt supports | |
| CN204435675U (en) | A kind of lattice salomonica structure | |
| CN204960030U (en) | A wall structure for reasonable in design of villa | |
| CN202248820U (en) | Combined overhanging scaffold | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN203701386U (en) | Steel-structure floor slab group | |
| CN207079602U (en) | A kind of Simple assembled slope protecting device | |
| CN204959995U (en) | Modular structure of room roof beam | |
| CN203393721U (en) | Inner support main purlin component | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
| CN205476662U (en) | Four tubs of lattice bevel net steel construction cooling towers of hyperbola | |
| CN203583781U (en) | Composite beam for manufacturing greenhouse framework | |
| CN208329370U (en) | A kind of overlength steel construction c-type purlin anti-deformation composite structure | |
| CN102777703A (en) | Assembly type light pipeline hanger | |
| CN207794323U (en) | A kind of assembled architecture beam column |
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: 20141008 Termination date: 20150609 |
|
| EXPY | Termination of patent right or utility model |