CN207582769U - A kind of H profile steel skylight frame - Google Patents
A kind of H profile steel skylight frame Download PDFInfo
- Publication number
- CN207582769U CN207582769U CN201721683187.5U CN201721683187U CN207582769U CN 207582769 U CN207582769 U CN 207582769U CN 201721683187 U CN201721683187 U CN 201721683187U CN 207582769 U CN207582769 U CN 207582769U
- Authority
- CN
- China
- Prior art keywords
- steel
- skylight frame
- profile
- columns
- section
- 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.)
- Active
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
A kind of H profile steel skylight frame of the utility model, including girder steel and two steel columns；Described two steel columns are arranged in parallel, and one end of two steel columns is connected respectively with steel roof joist, and the other end of the both ends of girder steel respectively with two steel columns is connected；It is more flexible that the utility model H profile steel beam and steel column can be selected section, hot-rolled steel section can be selected, it is also possible to which welded H section steel, compared to the fixed angle steel material in section, steel using amount can be saved more；In processing, the processing of H profile steel is generally equipment, and the splicing of angle iron component processing generally is and has been manually done, and in contrast, from processing quality, process velocity, H profile steel skylight frame is better than angle steel skylight frame；In terms of construction, the splicing at H profile steel skylight frame scene because its splice node comparison angle steel skylight frame node will less very much, site operation speed faster, installation accuracy higher.
Description
Technical field
The utility model belongs to steel structure technology field, and in particular to a kind of H profile steel skylight frame.
Background technology
Existing skylight roof truss is made using the fixed angle steel in section, and steel using amount is big, while the spelling of angle iron component
It is more to connect node, and is generally accomplished manually, processing quality is low, and speed of application is slow, and installation accuracy is low.
Utility model content
To solve the deficiencies in the prior art, the utility model proposes a kind of H profile steel skylight frame, including girder steel and two steel
Column；Described two steel columns are arranged in parallel, and one end of two steel columns is connected respectively with steel roof joist, and the both ends of girder steel are respectively with two
The other end of a steel column is connected.
It is folded upward in the middle part of the girder steel, convenient for draining.
The girder steel and steel column use H profile steel.
One end of the steel column is connected with steel roof joist using high-strength bolt, and the other end uses high-strength bolt with girder steel
It is connected.
The advantages of the utility model：
The utility model proposes a kind of H profile steel skylight frames, and from design angle, section can be selected with steel column in H profile steel beam
It is more flexible, hot-rolled steel section can be selected, it is also possible to which welded H section steel, compared to the fixed angle steel material in section, steel using amount can be saved more；Add
In work, the processing of H profile steel is generally equipment, and the splicing of angle iron component processing generally is and has been manually done, in contrast, from
Processing quality, on process velocity, H profile steel skylight frame is better than angle steel skylight frame；In terms of construction, the spelling at H profile steel skylight frame scene
It connects, because it splices node comparison angle steel skylight frame, node is many less, and faster, installation accuracy is more for site operation speed
It is high.
Description of the drawings
Fig. 1 is a kind of structure diagram of the H profile steel skylight frame of embodiment of the utility model；
In figure, 1 is girder steel, and 2 be steel column, and 3 be steel roof joist, and 4 be high-strength bolt.
Specific embodiment
To the utility model, a kind of embodiment is described further below in conjunction with the accompanying drawings.
In the present embodiment, as shown in Figure 1, a kind of H profile steel skylight frame, including girder steel 1 and two steel columns 2；Described two steel
Column 2 is vertically arranged and is mutually parallel, and the lower end of two steel columns 2 is connected respectively with the steel roof joist 3 in steelframe using high-strength bolt 4
It connects, the laterally setting of girder steel 1, the both ends of girder steel 1 are connected respectively with the upper end of two steel columns 2 using high-strength bolt 4；
In the present embodiment, the midpoint of the girder steel 1 is folded upward at, and center is made to be respectively formed slope to both ends endpoint
Degree, convenient in the timely draining of sleety weather, the service life of increase girder steel 1；
In the present embodiment, the girder steel 1 and steel column 2 use H profile steel.
Claims (4)
1. a kind of H profile steel skylight frame, it is characterised in that：Including girder steel and two steel columns；Described two steel columns are arranged in parallel, two
One end of steel column is connected respectively with steel roof joist, and the other end of the both ends of girder steel respectively with two steel columns is connected.
2. H-type skylight frame according to claim 1, it is characterised in that：It is folded upward in the middle part of the girder steel, convenient for row
Water.
3. H-type skylight frame according to claim 1, it is characterised in that：The girder steel and steel column use H profile steel.
4. H-type skylight frame according to claim 1, it is characterised in that：One end of the steel column is used with steel roof joist
High-strength bolt is connected, and the other end is connected with girder steel using high-strength bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721683187.5U CN207582769U (en) | 2017-12-06 | 2017-12-06 | A kind of H profile steel skylight frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721683187.5U CN207582769U (en) | 2017-12-06 | 2017-12-06 | A kind of H profile steel skylight frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582769U true CN207582769U (en) | 2018-07-06 |
Family
ID=62736124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721683187.5U Active CN207582769U (en) | 2017-12-06 | 2017-12-06 | A kind of H profile steel skylight frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582769U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109838051A (en) * | 2019-02-18 | 2019-06-04 | 浙江开达装饰工程有限公司 | Roof light and its remodeling method |
-
2017
- 2017-12-06 CN CN201721683187.5U patent/CN207582769U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109838051A (en) * | 2019-02-18 | 2019-06-04 | 浙江开达装饰工程有限公司 | Roof light and its remodeling method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203701323U (en) | High-intensity steel column-common steel beam-low-yield-point steel support trebling earthquake fortification high-performance steel structure system | |
| CN103741831A (en) | High-strength steel column-common steel beam-low yield point steel support triple seismic fortification high-performance steel structure system | |
| CN206368458U (en) | A kind of shock-absorbing type frame-shear-wall structure | |
| CN107524232A (en) | A kind of integrated shaped steel and its live splicing construction | |
| CN207582769U (en) | A kind of H profile steel skylight frame | |
| CN104863267A (en) | Novel beam column reinforced node with variable-thickness beam end flange | |
| CN206091355U (en) | Post structure is taken out to concrete plant's pillars of a house | |
| CN205153145U (en) | Adopt precast concrete coincide floor of bolt and connection structure of H shaped steel roof beam | |
| CN103382740B (en) | String branch portal frame structure with adjustable support rod | |
| CN208455880U (en) | A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system | |
| CN202913338U (en) | Steel truss full-welded truss piece | |
| CN105735666B (en) | A kind of method of rapid reinforcement concrete column | |
| CN205329866U (en) | A beam column node structure that what was used for steel frame systems has an end plate stiffener | |
| CN204898982U (en) | Steel construction factory building ridge structure | |
| CN203361327U (en) | Suspended portal rigid frame structure with adjustable supporting rod | |
| CN108487463B (en) | Node suitable for tension of string structure double cables and use method thereof | |
| CN207121993U (en) | The hinged joint that a kind of reinforced concrete frame structure bracing members are reinforced | |
| CN203856069U (en) | High-rise building steel structure | |
| CN206308601U (en) | A kind of steel reinforced concrete combined board structure of Short/Medium Span Bridge | |
| CN205663282U (en) | Light -duty lattice formula steel column of large capacity | |
| CN104746932A (en) | Pressure weight type roof communication tower and mounting method | |
| CN207749651U (en) | A kind of reinforcing construction of Truss Joint connection | |
| CN106013444A (en) | Assembled timber structure X-shaped beam column power consumption node | |
| CN203834718U (en) | Buckling restrained brace device | |
| CN109610640A (en) | A kind of portal-rigid frames connection structure based on combined column limb |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201125 Address after: No.14, Xingming street, Shenbei New District, Shenyang City, Liaoning Province Patentee after: Liaoning Oasis Environmental Protection and energy saving Engineering Co., Ltd Address before: 110000 6 gates, Hing Ming Street, Shenbei New Area, Shenyang, Liaoning, 6 Patentee before: SHENYANG LVZHOU ENERGY SAVING BUILDING MATERIAL Co.,Ltd. |