CN208105513U - More oblique steel beam connecting joints of pitched roof - Google Patents
More oblique steel beam connecting joints of pitched roof Download PDFInfo
- Publication number
- CN208105513U CN208105513U CN201820584341.1U CN201820584341U CN208105513U CN 208105513 U CN208105513 U CN 208105513U CN 201820584341 U CN201820584341 U CN 201820584341U CN 208105513 U CN208105513 U CN 208105513U
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- CN
- China
- Prior art keywords
- connecting plate
- oblique
- hole
- round tube
- plate
- 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 a kind of more oblique steel beam connecting joints of pitched roof, and including the round tube being vertically arranged, round tube top horizontal is connected with sealing plate；It further include several connecting plates being vertically arranged, connecting plate is corresponded with the oblique girder steel to be connect；Connecting plate inner end edge is vertically arranged and is connected with round tube external cylindrical surface by welding manner；The top edge of connecting plate is horizontally disposed and is connected with sealing plate underrun welding manner；The outer end edges of connecting plate are to be obliquely installed；It further include screw bolt and nut；Several first connections through-holes are offered on connecting plate, offer on the web of oblique girder steel it is several connect the one-to-one second connection through-hole of through-hole with first, the connection through-hole of screw bolt passes first and second connect through-hole and are connected with nut.The utility model has the advantages that save that material, constructing operation be simple, high-efficient, firm and reliable connection.
Description
Technical field
The utility model relates to a kind of roof connecting nodes, are used for the more pitched roofs of steel building, more roof inclined girder steels
Or existing reinforced concrete flat roof has the scene of more oblique girder steels connections when being changed to more slope steel structural roofs.
Background technique
At present for the connection of more oblique girder steels in slope surface roof, it is common practice that reserve certain spreading in girder steel blanking
Error, after the positioning of construction site unwrapping wire, according to actual needs, on-site cutting girder steel length is then assembled, finally by more oblique steel
Beam is welded together.The shortcomings that this usual way is construction site heavy workload, wastes material, weld job complexity
It is high, it is difficult to guarantee engineering construction quality.
Utility model content
The utility model proposes a kind of more oblique steel beam connecting joints of pitched roof, its object is to：Material is saved, simplification is applied
Work operation, improves construction efficiency, it is ensured that construction quality.
Technical solutions of the utility model are as follows：
A kind of oblique steel beam connecting joint of more pitched roofs, including the round tube being vertically arranged, the round tube top horizontal is connected with
Sealing plate；
It further include several connecting plates being vertically arranged, the connecting plate is corresponded with the oblique girder steel to be connect；
The connecting plate inner end edge is vertically arranged and is connected with the round tube external cylindrical surface by welding manner；
The top edge of the connecting plate is horizontally disposed and is connected with the sealing plate underrun welding manner；
The outer end edges of the connecting plate are to be obliquely installed, and the top girth plate relative to corresponding oblique girder steel is set in parallel
It sets；
It further include screw bolt and nut；Several first connection through-holes, the web of the oblique girder steel are offered on the connecting plate
On offer it is several connect the one-to-one second connection through-hole of through-hole with described first, first described in the screw bolt passes
Connection through-hole and the second connection through-hole are connected with nut.
To further improvement of the utility model：The median plane of each connecting plate passes through the axis of the round tube.
To further improvement of the utility model：The top girth of the outer end edges of the connecting plate and corresponding oblique girder steel
The underrun welding manner of plate is connected.
To further improvement of the utility model：The sealing plate is circle.
Compared with the existing technology, the utility model has the positive effect that：（1）Using the utility model without at the scene
Girder steel is cut, material is not only saved, but also simplify constructing operation, improves construction efficiency；（2）Node center is round tube, respectively
Connecting plate can be bonded from any angle and round tube, applied widely；（3）It at the scene can be quickly complete by bolt and nut
It is installed at connecting, without welding operation, not only realizes quick, prefabricated construction, improve site work environment, and can
Ensure to be connected firmly, construction quality is guaranteed.
Detailed description of the invention
Fig. 1 is the schematic perspective view of the utility model.
Fig. 2 is the positive structure diagram of the utility model.
Specific embodiment
The technical solution that according to the present invention will be described in detail below with reference to the accompanying drawings：
Such as Fig. 1 and 2, a kind of more oblique steel beam connecting joints of pitched roof, including connector, the connector include being vertically arranged
Round tube 1 and be horizontally placed on the circular antirust sealing plate 2 at the top of round tube 1,2 diameter of sealing plate is greater than 1 outer diameter of round tube.
Node further includes several connecting plates 3 being vertically arranged, and the connecting plate 3 and the oblique girder steel one to be connect are a pair of
It answers；Preferably, the connecting plate 3 passes through the axis of the round tube 1 around 1 circle distribution of round tube, the median plane of each connecting plate 3.
The connecting plate 3 be Q235B cutting steel plate, inner end edge be vertically arranged and with 1 external cylindrical surface of round tube
It is connected by welding manner；
The top edge of the connecting plate 3 is horizontally disposed and is connected with the 2 underrun welding manner of sealing plate；
The outer end edges of the connecting plate 3 are to be obliquely installed, and the top girth plate relative to corresponding oblique girder steel is set in parallel
It sets.
This node further includes bolt 4 and nut 5；Several first connection through-holes, the oblique steel are offered on the connecting plate 3
Offered on the web of beam it is several connect the one-to-one second connection through-hole of through-hole with described first, the bolt 4 successively wears
It crosses the first connection through-hole and the second connection through-hole is connected with nut 5.
Before construction, using Three-dimensional Design Software, position and the length of oblique girder steel are determined, while determining the shape of connecting plate 3
With size, it is ensured that the two matches.Then accurate to go out to process each roof inclined girder steel and company in workshop by drawing unwrapping wire
Fishplate bar 3 reserves the first connection through-hole on connecting plate 3, in the reserved second connection through-hole of roof inclined steel beam web plate, and will be by round tube
1 and sealing plate 2 composed by connector and connecting plate 3 be welded in one.
Since the connection through-hole on connecting plate 3 is corresponding arrangement with the through-hole on roof inclined steel beam web plate, so applying
Work scene need to only use tool that will connect bolt 4 and tighten with nut 5, can securely connect each roof inclined girder steel with connector
Together.If 1 lower end of round tube is capable of fixing, connected with bolt 4.If round tube 1 is limited to overall structure, lower end can not
Fixed, hanging setting, then after tightening bolt 4, also by the top girth of the outer end edges of each connecting plate 3 and corresponding oblique girder steel
The underrun welding manner of plate is connected, and improves bonding strength.
Claims (4)
1. a kind of oblique steel beam connecting joint of more pitched roofs, it is characterised in that：Including the round tube being vertically arranged（1）, the round tube（1）
Top horizontal is connected with sealing plate（2）；
It further include several connecting plates being vertically arranged（3）, the connecting plate（3）It is corresponded with the oblique girder steel to be connect；
The connecting plate（3）Inner end edge be vertically arranged and with the round tube（1）External cylindrical surface is connected by welding manner
It connects；
The connecting plate（3）Top edge be it is horizontally disposed and with the sealing plate（2）Underrun welding manner is connected；
The connecting plate（3）Outer end edges be obliquely installed, the top girth plate relative to corresponding oblique girder steel is arranged in parallel；
It further include bolt（4）And nut（5）；The connecting plate（3）On offer it is several first connection through-holes, the oblique girder steel
Offered on web it is several with described first connect through-hole it is one-to-one second connection through-hole, the bolt（4）It sequentially passes through
The first connection through-hole and the second connection through-hole and nut（5）It is connected.
2. more oblique steel beam connecting joints of pitched roof as described in claim 1, it is characterised in that：Each connecting plate（3）Median plane
Pass through the round tube（1）Axis.
3. more oblique steel beam connecting joints of pitched roof as described in claim 1, it is characterised in that：The connecting plate（3）Outer end
Edge is connected with the underrun welding manner of the top girth plate of corresponding oblique girder steel.
4. the oblique steel beam connecting joint of more pitched roofs as described in claims 1 to 3 is any, it is characterised in that：The sealing plate（2）For
It is round.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820584341.1U CN208105513U (en) | 2018-04-24 | 2018-04-24 | More oblique steel beam connecting joints of pitched roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820584341.1U CN208105513U (en) | 2018-04-24 | 2018-04-24 | More oblique steel beam connecting joints of pitched roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105513U true CN208105513U (en) | 2018-11-16 |
Family
ID=64116492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820584341.1U Expired - Fee Related CN208105513U (en) | 2018-04-24 | 2018-04-24 | More oblique steel beam connecting joints of pitched roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105513U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775094A (en) * | 2021-09-07 | 2021-12-10 | 江苏协和装饰工程有限公司 | Construction method of assembled steel structure circular roof |
-
2018
- 2018-04-24 CN CN201820584341.1U patent/CN208105513U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775094A (en) * | 2021-09-07 | 2021-12-10 | 江苏协和装饰工程有限公司 | Construction method of assembled steel structure circular roof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181116 Termination date: 20190424 |