CN206859402U - Prefabricated constructional column attachment structure - Google Patents
Prefabricated constructional column attachment structure Download PDFInfo
- Publication number
- CN206859402U CN206859402U CN201720733181.8U CN201720733181U CN206859402U CN 206859402 U CN206859402 U CN 206859402U CN 201720733181 U CN201720733181 U CN 201720733181U CN 206859402 U CN206859402 U CN 206859402U
- Authority
- CN
- China
- Prior art keywords
- post
- reinforcing bar
- constructional column
- superstructure
- attachment structure
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 32
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 229920002472 Starch Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
It the utility model is related to the technical field of construction, disclose a kind of prefabricated constructional column attachment structure, including prefabricated superstructure post and infrastructure post, one end of the superstructure post is provided with projection, raised both sides are extended with the pre- reinforcing bar A being embedded in inside superstructure post, and the other end offers groove corresponding with the reinforcing bar A respectively and groove is through on the two relative side of superstructure post；One end of the infrastructure post is extended with the reinforcing bar B in pre-buried portion in the inner, and reinforcing bar B is corresponding with the reinforcing bar A in the groove, the other end is embedded with bellows corresponding with reinforcing bar B respectively, solves the problems, such as that existing constructional column quality is not readily reachable by backward acceptance criteria, technique, molding effect difference and implementation speed is slow and construction cost is high.
Description
Technical field
Technical field of building construction is the utility model is related to, in particular it relates to a kind of prefabricated constructional column attachment structure.
Background technology
In the predetermined portion of masonry house wall, by constructional reinforcement, and it is suitable by the construction of placing concrete post after first building a wall
Concrete column made of sequence, commonly referred to as concrete-constituted pile, abbreviation constructional column.Constructional column is important in brick-and-concrete buildingses
Concrete component.To improve the anti-seismic performance of tier building masonry structure, code requirement appropriate site should be set in the masonry in house
Reinforced column is simultaneously connected with collar tie beam, and the common stability for strengthening building, this reinforced column is generally thus referred to as
Constructional column.Constructional column is primarily not to undertake vertical load, but for resisting the lateral loads such as shearing, antidetonation.From construction
Angle says that constructional column will be with collar tie beam grade beam, foundation beam one-piece casting.There is horizontal connecting lacing wire to connect in Structural Engineering with brick wall body
Connect.If constructional column in building, structures centre position, will be connected with distributing reinforcement.
Existing constructional column is primarily present following problem substantially by the way of cast-in-place：
1st, because by the way of cast-in-place, construction cannot be guaranteed, quality is not readily reachable by acceptance criteria；
2nd, technique falls behind, and molding effect is poor, has influence on overall aesthetics；
3rd, need to carry out the welding of reinforcing bar at the scene and close cast-in-place after mould, implement that speed is slow and construction cost is high.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of prefabricated constructional column attachment structure to reach improvement structure
The structure of post, the quality standard of raising constructional column and the purpose for reducing construction cost are made, solves existing constructional column quality
It is not readily reachable by acceptance criteria, implements the problem of speed is slow and construction cost is high.
In order to realize above-mentioned technique effect, technical scheme provided by the utility model is：Prefabricated constructional column attachment structure,
Including prefabricated superstructure post and infrastructure post, one end of the superstructure post is provided with projection, and raised both sides are stretched
Go out to have the pre- reinforcing bar A being embedded in inside superstructure post, the other end offers groove corresponding with the reinforcing bar A respectively and groove
Through on the two relative side of superstructure post；One end of the infrastructure post is extended with the reinforcing bar B in pre-buried portion in the inner,
And reinforcing bar B is corresponding with the reinforcing bar A in the groove, the other end is embedded with bellows corresponding with reinforcing bar B respectively.
Further, the groove is set to rectangular through slot.
Further, the both sides of the superstructure post and infrastructure post are set to horse tooth trough structure.
Further, the projection is set to rectangular preiection.
Further, the infrastructure post is provided with the grouting mouth being connected with bellows.
Compared to prior art, the beneficial effects of the utility model are：
1. the superstructure post of the application and infrastructure post be carried out in advance in factory it is prefabricated, relative to cast-in-place
Constructional column has better quality, enables the building acceptance criteria for reaching country；
2. the pre-buried bellows of the infrastructure post of the application can starch the connection of anchor between polycrystalline substance plate by reinforcing bar
Mode, and superstructure post is connected between roof beam and infrastructure post by the way of reinforcement welding respectively, whole construction
Process can use lifting mode to realize, its difficulty of construction is small, saves manual labor, has relative to prior art and implements faster
Speed；
3. after superstructure post installation, the projection and groove at its both ends are subjected to pass mould respectively and poured, is made whole
Constructional column has overall outward appearance degree, and realizes good stability and intensity.
Brief description of the drawings
Fig. 1 is the mounting structure schematic diagram of prefabricated constructional column attachment structure provided by the utility model；
Fig. 2 is the front view of prefabricated constructional column attachment structure provided by the utility model；
Fig. 3 is Fig. 2 partial enlarged drawing.
Embodiment
The utility model is further described in detail with reference to specific embodiment, following word is intended to indicate that
The utility model, and unrestricted the scope of protection of the utility model.
As shown in Figure 1, Figure 2 and Figure 3, the utility model can be implemented as follows, a kind of prefabricated constructional column connection knot
Structure, including prefabricated superstructure post 1 and infrastructure post 2, one end of the superstructure post 1 are provided with projection 3, that is, form class
The structure of convex shape is similar to, the both sides of projection 3 are extended with the pre- reinforcing bar A4 being embedded in inside superstructure post 1, and reinforcing bar A4 is located at
The both sides of projection 3, are easy to reinforcing bar A4 welding, the other end offers groove 6 corresponding with the reinforcing bar A4 respectively and groove 6
Through on the two relative side of superstructure post 1, the reinforcing bar A4 other end is located at the inside of groove 6, is easy to superstructure post 1
After being spliced with infrastructure post 2, reinforcing bar A4 being welded to connect between the two with reinforcing bar B5；The one of the infrastructure post 2
End is extended with the reinforcing bar B5 in pre-buried portion in the inner, and reinforcing bar B5 is corresponding with the reinforcing bar A4 in the groove 6, and the other end is pre-
Bellows 7 corresponding with reinforcing bar B5 respectively is embedded with, reinforcing bar B5 is located in described bellows 7.Wherein, the superstructure post
1 and the both sides of infrastructure post 2 be set to horse tooth trough structure, this structure is easy to superstructure post 1 and infrastructure post 2 to splice
Afterwards, can be bonded between wall.
As preferable, above-mentioned groove 6 is set to rectangular through slot 6, described raised 3 are set to rectangular preiection 3, rectangular preiection
3 end face is in contact with the roof beam 9 of the top of superstructure post 1.
The infrastructure post 2 is provided with the grouting mouth being connected with bellows 7, and grouting mouth is easy into bellows 7
Portion carries out joints cement slurry, and as preferable, grouting mouth, which may be provided with, is provided with two, and one of them is used for into bellows 7
Poured, another is used to observe and test whether pour filling by bellows 7.
Any one skilled in the art can readily occur in change in the technical scope that the utility model discloses
Change or replace, should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with right
It is required that described protection domain is defined.
Claims (5)
1. a kind of prefabricated constructional column attachment structure, it is characterised in that described including prefabricated superstructure post and infrastructure post
One end of superstructure post is provided with projection, and raised both sides are extended with the pre- reinforcing bar A being embedded in inside superstructure post, the other end
Offer groove corresponding with the reinforcing bar A respectively and groove is through on the two relative side of superstructure post；Under described
One end of cage structure post is extended with the reinforcing bar B in pre-buried portion in the inner, and reinforcing bar B is corresponding with the reinforcing bar A in the groove,
The other end is embedded with bellows corresponding with reinforcing bar B respectively.
2. prefabricated constructional column attachment structure according to claim 1, it is characterised in that the groove is set to rectangular through slot.
3. prefabricated constructional column attachment structure according to claim 1, it is characterised in that the superstructure post and bottom structure
The both sides for making post are set to horse tooth trough structure.
4. prefabricated constructional column attachment structure according to claim 1, it is characterised in that the projection is set to rectangular preiection.
5. prefabricated constructional column attachment structure according to claim 1, it is characterised in that the infrastructure post be provided with
The grouting mouth that bellows is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720733181.8U CN206859402U (en) | 2017-06-22 | 2017-06-22 | Prefabricated constructional column attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720733181.8U CN206859402U (en) | 2017-06-22 | 2017-06-22 | Prefabricated constructional column attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206859402U true CN206859402U (en) | 2018-01-09 |
Family
ID=60827028
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720733181.8U Expired - Fee Related CN206859402U (en) | 2017-06-22 | 2017-06-22 | Prefabricated constructional column attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206859402U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060084A (en) * | 2017-06-22 | 2017-08-18 | 吴亚峰 | Prefabricated constructional column attachment structure and attaching method thereof |
-
2017
- 2017-06-22 CN CN201720733181.8U patent/CN206859402U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060084A (en) * | 2017-06-22 | 2017-08-18 | 吴亚峰 | Prefabricated constructional column attachment structure and attaching method thereof |
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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: 20180109 |