CN207211366U - The attachment structure of prefabricated beam column - Google Patents
The attachment structure of prefabricated beam column Download PDFInfo
- Publication number
- CN207211366U CN207211366U CN201721114611.4U CN201721114611U CN207211366U CN 207211366 U CN207211366 U CN 207211366U CN 201721114611 U CN201721114611 U CN 201721114611U CN 207211366 U CN207211366 U CN 207211366U
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- CN
- China
- Prior art keywords
- prefabricated post
- prefabricated
- chamber
- attachment structure
- reinforcing bar
- 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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- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
It the utility model is related to a kind of attachment structure of prefabricated beam column, it includes prefabricated post, lower prefabricated post and multiple precast beams, the end of the precast beam is provided with boss, the boss is provided with preformed hole, the preformed hole on the boss passes through the lower prop bar splicing of the lower prefabricated post in the lower prefabricated post, the upper prop reinforcing bar of the upper prefabricated post is provided with sleeve, the lower prop reinforcing bar and the docking sleeve, the surrounding of the upper prop reinforcing bar, which is poured, builds up side wall, make the bottom formation one end open of the upper prefabricated post pours chamber, the side for pouring chamber is reserved with pouring hole.Upper prefabricated post, lower prefabricated post and the precast beam structure that the utility model uses, structural strength is high after connection, the upper prefabricated post is designed to that bottom has the structure for pouring chamber, when there is 4 precast beam overlap joints, it can make to pour the cavity that chamber forms relatively closing, it can avoid carrying out pouring die-filling, greatly improve efficiency of construction, while also reduce manpower and materials.
Description
Technical field
It the utility model is related to building field, more particularly to a kind of attachment structure of prefabricated beam column.
Background technology
With the fast development of building trade, traditional cast in situs is due to wasting time and energy, construction cost is high, construction is not square
Just the arena of history is gradually backed out, the substitute is the emergence of prefabrication.Current assembled architecture is prefabricated
There are various ways, what wherein structural strength was higher is by the way of after-pouring is overlapped, and in reality in the attachment structure of beam column
In the work progress on border, pouring needs to carry out die-filling, and existing prefabricated beam column attachment structure design is unreasonable, causes die-filling work
Measure larger, have a strong impact on the progress of engineering, also add manpower and materials.
Utility model content
In view of the shortcomings of the prior art, a kind of structure stable connection of the utility model offer is reliable, can reduce or avoid dress
The attachment structure of the prefabricated beam column of mould workload.
Technical scheme is used by the utility model solves its technical problem：The attachment structure of the prefabricated beam column includes
Upper prefabricated post, lower prefabricated post and multiple precast beams, the end of the precast beam are provided with boss, and the boss is provided with preformed hole,
The preformed hole on the boss passes through the lower prop bar splicing of the lower prefabricated post in the lower prefabricated post, described prefabricated
The upper prop reinforcing bar of post is provided with sleeve, the lower prop reinforcing bar and the docking sleeve, and the surrounding of the upper prop reinforcing bar, which is poured, builds up side
Wall, the bottom of the upper prefabricated post is formed one end open and pour chamber, the side for pouring chamber is reserved with pouring hole.
In a kind of preferred embodiment of the attachment structure of prefabricated beam column provided by the utility model, the chamber that pours passes through
Pouring hole penetration concrete.
In a kind of preferred embodiment of the attachment structure of prefabricated beam column provided by the utility model, the sleeve uses ripple
The stainless steel sleeve of line shape.
In a kind of preferred embodiment of the attachment structure of prefabricated beam column provided by the utility model, the sleeve with it is described
Welded after lower prop steel reinforcement abutting joints.
Compared with prior art, the beneficial effect of the attachment structure of prefabricated beam column provided by the utility model is：This practicality
Upper prefabricated post, lower prefabricated post and the precast beam structure of new use, structural strength is high after connection, and the upper prefabricated post is designed to
Bottom, which has, pours the structure of chamber, when there is 4 precast beams overlap joints, can make to pour the cavity that chamber forms relatively closing, can avoid into
Row pours die-filling, greatly improves efficiency of construction, while also reduce manpower and materials.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Other accompanying drawings are obtained, wherein：
Fig. 1 is the structural representation of the attachment structure of prefabricated beam column provided by the utility model.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only part of the embodiment of the present utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The all other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, the attachment structure 1 of the prefabricated beam column includes upper prefabricated post 11, lower prefabricated post 12 and multiple prefabricated
Beam 13, the end of the precast beam 13 are provided with boss 132, and the boss 132 is provided with preformed hole 1320, on the boss 132
The preformed hole 1320 be overlapped in the lower prefabricated post 12 through the lower prop reinforcing bar 122 of the lower prefabricated post 12, it is described pre-
The upper prop reinforcing bar 112 of post 11 processed is provided with sleeve 14, and the lower prop reinforcing bar 122 docks with the sleeve 14, the upper prop reinforcing bar
112 surrounding, which is poured, builds up side wall 111, makes what one end open formed on the bottom of the upper prefabricated post 11 to pour chamber 110, described to pour
The side of chamber 110 is reserved with pouring hole 113.
Further, the chamber 110 that pours passes through the penetration concrete 15 of pouring hole 113.
Further, for the sleeve 14 using undulatory stainless steel sleeve, the connection that can improve sleeve and concrete is strong
Degree.
Further, the sleeve 14 welds after being docked with the lower prop reinforcing bar 122.
The beneficial effect of the attachment structure 1 of prefabricated beam column provided by the utility model is：The utility model uses upper pre-
Post 11, lower prefabricated post 12 and the structure of precast beam 13 processed, structural strength is high after connection, and the upper prefabricated post 11 is designed into bottom has
There is the structure for pouring chamber 110, when there are 4 precast beams 13 to overlap, can make to pour the cavity that chamber 110 forms relatively closing, can avoid
Pour die-filling, greatly improve efficiency of construction, while also reduce manpower and materials.
Embodiment of the present utility model is the foregoing is only, not thereby limits the scope of the claims of the present utility model, it is every
The equivalent structure or equivalent flow conversion made using the utility model description, or directly or indirectly it is used in other phases
The technical field of pass, similarly it is included within scope of patent protection of the present utility model.
Claims (4)
- A kind of 1. attachment structure of prefabricated beam column, it is characterised in that：Including upper prefabricated post, lower prefabricated post and multiple precast beams, institute The end for stating precast beam is provided with boss, and the boss is provided with preformed hole, and the preformed hole on the boss is through under described The lower prop bar splicing of prefabricated post is provided with sleeve, the lower prop in the lower prefabricated post, the upper prop reinforcing bar of the upper prefabricated post Reinforcing bar and the docking sleeve, the surrounding of the upper prop reinforcing bar, which is poured, builds up side wall, the bottom of the upper prefabricated post is formed one end Opening pours chamber, and the side for pouring chamber is reserved with pouring hole.
- 2. the attachment structure of prefabricated beam column according to claim 1, it is characterised in that：The chamber that pours is filled by pouring hole Enter concrete.
- 3. the attachment structure of prefabricated beam column according to claim 1, it is characterised in that：The sleeve using it is undulatory not Become rusty steel bushing.
- 4. the attachment structure of the prefabricated beam column according to claim 1 or 3, it is characterised in that：The sleeve and the lower prop Welded after steel reinforcement abutting joints.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721114611.4U CN207211366U (en) | 2017-08-31 | 2017-08-31 | The attachment structure of prefabricated beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721114611.4U CN207211366U (en) | 2017-08-31 | 2017-08-31 | The attachment structure of prefabricated beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211366U true CN207211366U (en) | 2018-04-10 |
Family
ID=61826539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721114611.4U Expired - Fee Related CN207211366U (en) | 2017-08-31 | 2017-08-31 | The attachment structure of prefabricated beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211366U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532834A (en) * | 2018-06-22 | 2018-09-14 | 中国五冶集团有限公司 | A kind of assembled architecture frame column reperfusion structure |
| CN108867860A (en) * | 2018-07-16 | 2018-11-23 | 西北民族大学 | A kind of precast reinforced concrete beam plate body system and prefabricated rod structure entirety assembling constructing method |
| CN109779013A (en) * | 2019-02-26 | 2019-05-21 | 甘肃安居建设工程集团有限公司 | A kind of connection method of assembly concrete building prefabrication intercolumniation |
-
2017
- 2017-08-31 CN CN201721114611.4U patent/CN207211366U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532834A (en) * | 2018-06-22 | 2018-09-14 | 中国五冶集团有限公司 | A kind of assembled architecture frame column reperfusion structure |
| CN108532834B (en) * | 2018-06-22 | 2023-08-18 | 中国五冶集团有限公司 | Assembled building frame post fills structure |
| CN108867860A (en) * | 2018-07-16 | 2018-11-23 | 西北民族大学 | A kind of precast reinforced concrete beam plate body system and prefabricated rod structure entirety assembling constructing method |
| CN109779013A (en) * | 2019-02-26 | 2019-05-21 | 甘肃安居建设工程集团有限公司 | A kind of connection method of assembly concrete building prefabrication intercolumniation |
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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: 20180410 Termination date: 20210831 |