CN207003679U - A kind of prefabricated assembled post post tenon formula connecting node - Google Patents
A kind of prefabricated assembled post post tenon formula connecting node Download PDFInfo
- Publication number
- CN207003679U CN207003679U CN201720514780.0U CN201720514780U CN207003679U CN 207003679 U CN207003679 U CN 207003679U CN 201720514780 U CN201720514780 U CN 201720514780U CN 207003679 U CN207003679 U CN 207003679U
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- China
- Prior art keywords
- post
- thin
- prefabricated
- steel tube
- wall steel
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of prefabricated assembled post post tenon formula connecting node, including upper prefabricated post and lower prefabricated post, upper prefabricated post is reserved with thin-wall steel tube; is reserved with cuboid tenon in the hollow scope of thin-wall steel tube; thin-wall steel tube is also reserved with lower prefabricated post, the cuboid tongue-and-groove corresponding with cuboid tenon is reserved with the hollow scope of thin-wall steel tube；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 post tenon formula connecting 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 prefabricated assembled post-post tenon formula connecting 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 prefabricated assembled post-post tenon formula connecting node for being not required to complete construction by wet trade, the prefabricated dress
What the technical scheme with formula post-post tenon formula connecting node was realized in：
A kind of prefabricated assembled post-post tenon formula connecting node, including upper prefabricated post and lower prefabricated post, the upper prefabricated post are pre-
Thin-wall steel tube is left, cuboid tenon is reserved with the hollow scope of the thin-wall steel tube, is also reserved with the lower prefabricated post
Thin-wall steel tube, the cuboid tongue-and-groove corresponding with cuboid tenon is reserved with the hollow scope of the thin-wall steel tube；It is described thin
Steel plate is inlayed provided with hollow, anchors and is embedded in inside the prefabricated post when prefabricated, the other end is method to inlay end in wall steel pipe one end
Blue plate, 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；On described
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 upper thin-wall steel tube, for the horizontal steel in upper prefabricated post
Muscle passes through.
Prefabricated assembled post of the present utility model-post tenon formula connecting node, it is simple in construction, it is easy for construction, it is not required to through overly moist
Operation can complete construction operation, and the duration can be greatly decreased；The good deformation performance of steel is made full use of simultaneously, ensures component
With 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 prefabricated assembled post-post tenon formula connecting node, including upper prefabricated post 1 and lower prefabricated post 2,
The upper prefabricated post 1 is reserved with thin-wall steel tube 31, and cuboid tenon is reserved with the hollow scope of the upper thin-wall steel tube 31,
Lower thin-wall steel tube 32 is reserved with the lower prefabricated post 2, is reserved with the hollow scope of the lower thin-wall steel tube 32 and cuboid
The corresponding cuboid tongue-and-groove of tenon；Steel plate 35 is inlayed provided with hollow, anchor when prefabricated to inlay end in described one end of thin-wall steel tube 3
Admittedly being embedded in inside the prefabricated post, the other end is flanged plate 36, and the bolt hole 33 of the flanged plate 36 is when prefabricated positioned at pre-
The outside of post processed, the thin-wall steel tube 3 are structure as a whole；The upper prefabricated post 1 and lower prefabricated post 2 are being lifted to leading to after connecting
Cross high-strength bolt 4 and upper thin-wall steel tube 31 and lower thin-wall steel tube 32 are docked into fixation, form overall structure.
When it is implemented, reinforced steel bar perforation 34 is also reserved with the side wall of the upper thin-wall steel tube 31, in upper prefabricated post 1
Transverse steel passes through.
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 (2)
1. a kind of prefabricated assembled post-post tenon formula connecting node, including upper prefabricated post and lower prefabricated post, it is characterised in that：It is described
Upper prefabricated post is reserved with thin-wall steel tube, and cuboid tenon, the lower prefabricated post are reserved with the hollow scope of the thin-wall steel tube
Thin-wall steel tube is inside also reserved with, the cuboid tenon corresponding with cuboid tenon is reserved with the hollow scope of the thin-wall steel tube
Groove；Described thin-wall steel tube one end is to inlay end, inlays steel plate provided with hollow, anchors and is embedded in inside the prefabricated post when prefabricated,
The other end is flanged plate, and the bolt hole of the flanged plate is integrated positioned at the outside of prefabricated post, the thin-wall steel tube when prefabricated
Structure；The upper prefabricated post and lower prefabricated post are being lifted to being docked upper and lower thin-wall steel tube admittedly by high-strength bolt after connecting
It is fixed, form overall structure.
2. prefabricated assembled post-post tenon formula connecting node according to claim 1, it is characterised in that：The upper prefabricated post is pre-
Reinforced steel bar perforation is also reserved with the side wall of the thin-wall steel tube stayed, is passed through for the transverse steel in upper prefabricated post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514780.0U CN207003679U (en) | 2017-05-10 | 2017-05-10 | A kind of prefabricated assembled post post tenon formula connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514780.0U CN207003679U (en) | 2017-05-10 | 2017-05-10 | A kind of prefabricated assembled post post tenon formula connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003679U true CN207003679U (en) | 2018-02-13 |
Family
ID=61442141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720514780.0U Expired - Fee Related CN207003679U (en) | 2017-05-10 | 2017-05-10 | A kind of prefabricated assembled post post tenon formula connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003679U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811882A (en) * | 2019-03-18 | 2019-05-28 | 重庆大学 | A kind of assembly node and assembly method of reinforced column |
-
2017
- 2017-05-10 CN CN201720514780.0U patent/CN207003679U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811882A (en) * | 2019-03-18 | 2019-05-28 | 重庆大学 | A kind of assembly node and assembly method of reinforced column |
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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: 20180213 Termination date: 20180510 |