CN206844319U - A kind of new prefabricated assembled post column connected node - Google Patents
A kind of new prefabricated assembled post column connected node Download PDFInfo
- Publication number
- CN206844319U CN206844319U CN201720514794.2U CN201720514794U CN206844319U CN 206844319 U CN206844319 U CN 206844319U CN 201720514794 U CN201720514794 U CN 201720514794U CN 206844319 U CN206844319 U CN 206844319U
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- China
- Prior art keywords
- prefabricated
- post
- thin
- steel tube
- prefabricated post
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of new prefabricated assembled post column connected node, including upper prefabricated post and lower prefabricated post, thin-wall steel tube is reserved with respectively in upper and lower prefabricated post, the thin-wall steel tube is integrated hollow structure, the upper prefabricated post and lower prefabricated post are fixed in lifting to being docked upper and lower thin-wall steel tube by high-strength bolt after connecting, and form overall structure；Prefabricated assembled post column connected node of the present utility model, it is simple in construction, it is easy for construction, it is not required to that by wet trade construction operation can be completed, the duration can be greatly decreased；The good deformation performance of steel is made full use of simultaneously, ensures that component has preferable ductility, Path of Force Transfer is clear and definite, and stress performance is preferable, is worthy to be popularized.
Description
Technical field
Building engineering field is the utility model is related to, more particularly to a kind of new prefabricated assembled post-column connected node.
Background technology
With the continuous development of Urbanization in China, and energy-saving and environmental protection engineering not advocated, increasing pre-
Fabricated construction pattern processed continuously emerges, and existing prefabricated assembled joint structure wet type connection is more, and dry type connects
There is attachment structure is complicated, construction inconvenience, while connect insecure, the defects of stress performance is bad.
Utility model content
A kind of the defects of the purpose of this utility model is to overcome prior art, there is provided simple in construction, easy for installation, stress
Dependable performance and the new prefabricated assembled post-column connected node for being not required to complete construction by wet trade, it is described new
The technical scheme of prefabricated assembled post-column connected node be realized in：
A kind of new prefabricated assembled post-column connected node, including upper prefabricated post and lower prefabricated post, it is described prefabricated up and down
Thin-wall steel tube is reserved with post respectively, the thin-wall steel tube is hollow, and steel plate is inlayed, in advance in one end to inlay end provided with hollow
Anchoring is embedded in inside the prefabricated post when processed, and the other end is flanged plate, and the outside size of the flanged plate is more than prefabricated post
Size, the bolt hole of the flanged plate are structure as a whole positioned at the outside of prefabricated post, the thin-wall steel tube when prefabricated, it is described on
Prefabricated post and lower prefabricated post are fixed in lifting to being docked upper and lower thin-wall steel tube by high-strength bolt after connecting, and form overall knot
Structure.
Further, reinforced steel bar perforation is also reserved with the side wall of the thin-wall steel tube, is worn for the transverse steel in prefabricated post
Cross.
Further, the physical dimension of the thin-wall steel tube is corresponding with the shape size of prefabricated post.
Prefabricated assembled post-column connected node of the present utility model, it is simple in construction, it is easy for construction, it is not required to by wet trade
Construction operation can be completed, the duration can be greatly decreased；The good deformation performance of steel is made full use of simultaneously, ensures that component has
Preferable ductility, Path of Force Transfer is clear and definite, and stress performance is preferable, is worthy to be popularized.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of thin-wall steel tube of the present utility model.
Reference：The upper prefabricated posts of 1-, prefabricated post under 2-, 3- thin-wall steel tubes, 4- high-strength bolts, the upper thin-wall steel tubes of 31-,
Thin-wall steel tube under 32-, 33- bolts hole, 34- reinforced steel bar perforations, 35- is hollow to inlay steel plate, 36- flanged plates.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Such as Fig. 1~Fig. 2, a kind of new prefabricated assembled post-column connected node, including upper prefabricated post 1 and lower prefabricated post
2, thin-wall steel tube 3, including upper thin-wall steel tube 31 and lower thin-wall steel tube 32, institute are reserved with respectively in upper prefabricated post 1 and lower prefabricated post 2
Thin-wall steel tube 3 is stated to be hollow, steel plate 35 is inlayed to inlay end in one end provided with hollow, anchored when prefabricated be embedded in it is described prefabricated
Inside post, the other end is flanged plate 36, and the outside size of the flanged plate 36 is more than the size of prefabricated post, the flanged plate 36
Bolt hole 33 is structure as a whole positioned at the outside of prefabricated post, the thin-wall steel tube 3 when prefabricated, the upper prefabricated post 1 and lower pre-
Post 2 processed is fixed in lifting to being docked upper and lower thin-wall steel tube 31 and 32 by high-strength bolt 4 after connecting, and forms overall structure.
When it is implemented, reinforced steel bar perforation 34 is also reserved with the side wall of the thin-wall steel tube 3, for the horizontal steel in prefabricated post
Muscle passes through.
When it is implemented, the physical dimension of the thin-wall steel tube 3 is corresponding with the shape size of prefabricated post.
Technology contents and technical characteristic of the present utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in teaching of the present utility model, therefore, the utility model protection
Scope is not limited to the content disclosed in embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (3)
1. a kind of new prefabricated assembled post-column connected node, including upper prefabricated post and lower prefabricated post, it is characterised in that：Institute
State and be reserved with thin-wall steel tube in prefabricated post respectively up and down, the thin-wall steel tube is hollow, and end is is inlayed in one end, provided with hollow edge
Embedding steel plate, anchor and be embedded in inside the prefabricated post when prefabricated, the other end is flanged plate, and the outside size of the flanged plate is more than
The size of prefabricated post, the bolt hole of the flanged plate are integrated knot when prefabricated positioned at the outside of prefabricated post, the thin-wall steel tube
Structure, the upper prefabricated post and lower prefabricated post are fixed in lifting to being docked upper and lower thin-wall steel tube by high-strength bolt after connecting,
Form overall structure.
2. new prefabricated assembled post-column connected node according to claim 1, it is characterised in that：The thin-wall steel tube
Side wall on be also reserved with reinforced steel bar perforation, passed through for the transverse steel in prefabricated post.
3. new prefabricated assembled post-column connected node according to claim 1, it is characterised in that：The thin-wall steel tube
Physical dimension be corresponding with the shape size of prefabricated post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514794.2U CN206844319U (en) | 2017-05-10 | 2017-05-10 | A kind of new prefabricated assembled post column connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514794.2U CN206844319U (en) | 2017-05-10 | 2017-05-10 | A kind of new prefabricated assembled post column connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844319U true CN206844319U (en) | 2018-01-05 |
Family
ID=60795460
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720514794.2U Expired - Fee Related CN206844319U (en) | 2017-05-10 | 2017-05-10 | A kind of new prefabricated assembled post column connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844319U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797799A (en) * | 2018-06-19 | 2018-11-13 | 福建农林大学 | The prefabricated column connected node of side plate linking concrete filled steel tube and construction method |
| CN108797800A (en) * | 2018-06-19 | 2018-11-13 | 福建农林大学 | The prefabricated column connected node of assembly concrete-filled steel tube and its construction method |
| CN114673091A (en) * | 2022-03-28 | 2022-06-28 | 重庆交通大学 | Connecting device and technological process for prefabricated segment assembled composite structure |
-
2017
- 2017-05-10 CN CN201720514794.2U patent/CN206844319U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797799A (en) * | 2018-06-19 | 2018-11-13 | 福建农林大学 | The prefabricated column connected node of side plate linking concrete filled steel tube and construction method |
| CN108797800A (en) * | 2018-06-19 | 2018-11-13 | 福建农林大学 | The prefabricated column connected node of assembly concrete-filled steel tube and its construction method |
| CN108797800B (en) * | 2018-06-19 | 2020-01-10 | 福建农林大学 | Assembly type steel pipe concrete prefabricated column connecting joint and construction method thereof |
| CN114673091A (en) * | 2022-03-28 | 2022-06-28 | 重庆交通大学 | Connecting device and technological process for prefabricated segment assembled composite structure |
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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: 20180105 Termination date: 20180510 |