CN209457154U - A kind of prefabricated post and construction site pedestal connection structure - Google Patents
A kind of prefabricated post and construction site pedestal connection structure Download PDFInfo
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- CN209457154U CN209457154U CN201821963790.3U CN201821963790U CN209457154U CN 209457154 U CN209457154 U CN 209457154U CN 201821963790 U CN201821963790 U CN 201821963790U CN 209457154 U CN209457154 U CN 209457154U
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- pedestal
- prefabricated post
- steel plate
- grouting
- construction site
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Abstract
The utility model discloses a kind of prefabricated posts and construction site pedestal connection structure, including pedestal and prefabricated post, mounting groove is offered on the pedestal, steel plate is fixedly installed with by anchor bolt in the mounting groove, seal groove, anti-overflow slot and main reinforcement tank are offered at the top of the steel plate, the inside of the steel plate offers the grouting mouth being connected with anti-overflow slot.The utility model passes through setting anchor bolt, steel plate, anti-overflow slot, connection sleeve, reinforcement block and reinforcing bar, steel plate is fixed by anchor bolt and pedestal, it is simultaneously that a part of anchor bolt and connection sleeve is pre-buried into base interior, the stability of structure can be improved, prefabricated post with pedestal when being installed, connection with pedestal can be completed by the way that reinforcing bar to be inserted into anti-overflow slot to and extended through to always connection sleeve inner, it avoids and occurs the phenomenon that reinforcing bar collision causes installation inconvenient between the two, construction and installation efficiency is accelerated, the progress of construction working is conducive to.
Description
Technical field
The utility model relates to prefabricated post connection structure technical field, specially a kind of prefabricated post and construction site pedestal connect
Binding structure.
Background technique
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production.It is building
When making house, it is only necessary to prefabricated house component transport to assemble in site get up just at.
Assembled architecture refers to prefabricated component building made of assemble in site.Prefabricated post is that assembled architecture must not
Can component less, but prefabricated post is to construct present pedestal when being attached, due to being respectively provided on the bottom of prefabricated post and pedestal
There is a reinforcing bar of docking, avoids collision between reinforcing bar apply man-hour requirement in this way, increase difficulty of construction, reduce construction
Efficiency.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of prefabricated post and construction site pedestal connection structure,
It is inconvenient in the presence of installation when existing prefabricated post and construction site pedestal are installed to solve the problems, such as.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: a kind of prefabricated post and construction site pedestal connect
Binding structure, including pedestal and prefabricated post offer mounting groove on the pedestal, are fixedly installed in the mounting groove by anchor bolt
Steel plate offers seal groove, anti-overflow slot and main reinforcement tank at the top of the steel plate, and the inside of the steel plate offers and anti-overflow slot
The grouting mouth being connected, the inside of the steel plate offer grouting channel, and the inside of the steel plate is fixedly installed with connection sleeve,
The inside of the prefabricated post is fixedly installed with reinforcement block, and the inside of the reinforcement block is fixedly installed with reinforcing bar, the reinforcement block
Inside offers pulp runner and slip casting runner, and the inside of the prefabricated post offers pulp runner and slip casting runner matches
Grout outlet and grouting port, the bottom of the prefabricated post offer the auxiliary reinforcement tank to match with main reinforcement tank.
The technical program is advanced optimized, one end of the anchor bolt is embedded in pedestal, and the other end of the anchor bolt passes through
Bolt is fixedly mounted in seal groove.
The technical program is advanced optimized, one end of the grouting channel is connected with grouting mouth, the grouting channel
The other end is connected with main reinforcement tank.
The technical program is advanced optimized, one end of the connection sleeve is embedded in pedestal, described to connect the another of sleeve
One end is connected with grouting mouth.
The technical program is advanced optimized, the reinforcement block is located at the part outside prefabricated post and matches with anti-overflow slot, institute
State the outside that reinforcing bar extends to prefabricated post far from one end of reinforcement block.
Advanced optimize the technical program, one end of the pulp runner and slip casting runner respectively with grout outlet and grouting port
It is connected, the other end of the pulp runner and slip casting runner runs through the bottom of reinforcement block and is connected with the external world.
The technical program is advanced optimized, the grout outlet is located at the upper end of grouting port.
(3) beneficial effect
Compared with prior art, the utility model provides a kind of prefabricated post and construction site pedestal connection structure, has
Below the utility model has the advantages that
1, the prefabricated post and construction site pedestal connection structure by setting anchor bolt, steel plate, anti-overflow slot, connection sleeve, add
Gu steel plate is fixed by anchor bolt and pedestal for block and reinforcing bar, while a part of anchor bolt and connection sleeve is pre-buried into pedestal
The stability of structure has can be improved in inside, and prefabricated post with pedestal when being installed, by the way that reinforcing bar to be inserted into anti-overflow slot simultaneously
Extending through to connection sleeve inner always can be completed connection with pedestal, avoids between the two and reinforcing bar collision occurs and cause
Inconvenient phenomenon is installed, construction and installation efficiency is accelerated, is conducive to the progress of construction working.
2, the prefabricated post and construction site pedestal connection structure, by the way that anti-overflow slot, main reinforcement tank, grouting mouth, grouting is arranged
Channel, connection sleeve, pulp runner, slip casting runner, grout outlet, grouting port and auxiliary reinforcement tank, when prefabricated post has been connect with pedestal
Cheng Hou carries out casting concrete first in mounting groove, carries out basis to the connecting portion of prefabricated post and pedestal and fixes, while portion
The inside for dividing reinforcement block to be located at anti-overflow slot prevents concrete from entering the progress for influencing grouting works in grouting mouth, passes through grouting port
Slurries are injected, slurries are entered in grouting mouth by slip casting runner, subsequently into reinforcing bar and the gap between sleeve is connected, when
Gap is filled up rear slurry and is entered in the gap of main reinforcement tank and additional solid slot formation by grouting channel, full when being stuffed entirely with
Afterwards, slurries are overflowed by pulp runner and grout outlet, can reinforce the stability of the connection structure of prefabricated post and pedestal.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model steel plate structure front view；
Fig. 3 is the utility model steel plate structure side view.
In figure: 1, pedestal；2, prefabricated post；3, mounting groove；4, anchor bolt；5, steel plate；6, seal groove；7, anti-overflow slot；8, main to add
Gu slot；9, be in the milk mouth；10, grouting channel；11, sleeve is connected；12, reinforcement block；13, reinforcing bar；14, pulp runner；15, slip casting stream
Road；16, grout outlet；17, grouting port；18, auxiliary reinforcement tank.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-3, the utility model provides a kind of technical solution: a kind of prefabricated post connect knot with construction site pedestal
Structure, including pedestal 1 and prefabricated post 2, offer mounting groove 3 on pedestal 1, are fixedly installed with steel plate 5 by anchor bolt 4 in mounting groove 3,
The top of steel plate 5 offers seal groove 6, anti-overflow slot 7 and main reinforcement tank 8, and the inside of steel plate 5 is offered to be connected with anti-overflow slot 7
Grouting mouth 9, the inside of steel plate 5 offers grouting channel 10, and the inside of steel plate 5 is fixedly installed with connection sleeve 11, prefabricated post 2
Inside be fixedly installed with reinforcement block 12, the inside of reinforcement block 12 is fixedly installed with reinforcing bar 13, by setting anchor bolt 4, steel plate 5,
Steel plate 5 is fixed by anchor bolt 4 with pedestal 1 for anti-overflow slot 7, connection sleeve 11, reinforcement block 12 and reinforcing bar 13, while by one
Part anchor bolt 4 and connection sleeve 11 are nuzzled in advance inside pedestal 1, can be improved the stability of structure, prefabricated post 2 with pedestal 1
When being installed, by reinforcing bar 13 is inserted into anti-overflow slot 7 and is extended through to always connection sleeve 11 inside can be completed with
The connection of pedestal 1 avoids and occurs the phenomenon that the collision of reinforcing bar 13 causes installation inconvenient between the two, accelerates construction and installation effect
Rate is conducive to the progress of construction working, and the inside of reinforcement block 12 offers pulp runner 14 and slip casting runner 15, prefabricated post 2
Inside offers the grout outlet 16 and grouting port 17 that pulp runner 14 and slip casting runner 15 match, and the bottom of prefabricated post 2 opens up
Have the auxiliary reinforcement tank 18 to match with main reinforcement tank 8, by be arranged anti-overflow slot 7, main reinforcement tank 8, grouting mouth 9, grouting channel 10,
Sleeve 11, pulp runner 14, slip casting runner 15, grout outlet 16, grouting port 17 and auxiliary reinforcement tank 18 are connected, when prefabricated post 2 and base
After the completion of 1 connection of seat, casting concrete is carried out in mounting groove 3 first, base is carried out to the connecting portion of prefabricated post 2 and pedestal 1
Plinth is fixed, while part reinforcement block 12 is located at the inside of anti-overflow slot 7, and preventing concrete from entering in grouting mouth 9 influences grouting works
Progress, by grouting port 17 inject slurries, slurries by slip casting runner 15 enter grouting mouth 9 in, subsequently into reinforcing bar 13
With the gap connecting between sleeve 11, when gap fill up rear slurry by grouting channel 10 enter main reinforcement tank 8 with it is additional
Gu in the gap that slot 18 is formed, after being stuffed entirely with full, slurries are overflowed by pulp runner 14 and grout outlet 16, can reinforce pre-
The stability of column 2 and the connection structure of pedestal 1 processed.
Specifically, one end of anchor bolt 4 is embedded in pedestal 1, the other end of anchor bolt 4 is mounted by means of bolts on seal groove
In 6, the stability that steel plate 5 is connect with pedestal 1 can be reinforced.
Specifically, one end of grouting channel 10 is connected with grouting mouth 9, the other end of grouting channel 10 and main reinforcement tank 8
It is connected, guarantees that the slurries of injection can smoothly enter into main reinforcement tank 8, to reinforce the connection of prefabricated post 2 Yu pedestal 1.
Specifically, one end of connection sleeve 11 is embedded in pedestal 1, the other end for connecting sleeve 11 is connected with grouting mouth 9
It is logical, further enhance the connection of steel plate 5 Yu pedestal 1.
Match specifically, reinforcement block 12 is located at the part outside prefabricated post 2 with anti-overflow slot 7, reinforcing bar 13 is far from reinforcement block
12 one end extends to the outside of prefabricated post 2, can prevent concrete from entering grouting mouth 9 and the grouting blocking of mouth 9 is caused to influence slip casting
The progress of work.
Specifically, one end of pulp runner 14 and slip casting runner 15 is connected with grout outlet 16 and grouting port 17 respectively, out
The other end of slurry runner 14 and slip casting runner 15 runs through the bottom of reinforcement block 12 and is connected with the external world, is conducive to slurries pre-
Circulation inside column 2 processed.
Specifically, grout outlet 16 is located at the upper end of grouting port 17, facilitates and extra slurries are discharged.
When in use, steel plate 5 is fixed by anchor bolt 4 with pedestal 1, while by a part of anchor bolt 4 and connects sleeve
11 nuzzle in advance inside pedestals 1, and the stability of structure can be improved, and prefabricated post 2 with pedestal 1 when being installed, by by steel
Muscle 13 is inserted into anti-overflow slot 7 and extends through to always the connection that can be completed inside connection sleeve 11 with pedestal 1, works as prefabricated post
After the completion of 2 connect with pedestal 1, casting concrete is carried out in mounting groove 3 first, to the connecting portion of prefabricated post 2 and pedestal 1 into
Row basis is fixed, while part reinforcement block 12 is located at the inside of anti-overflow slot 7, and preventing concrete from entering in grouting mouth 9 influences grouting
The progress of work injects slurries by grouting port 17, and slurries are entered in grouting mouth 9 by slip casting runner 15, subsequently into steel
Gap between muscle 13 and connection sleeve 11, when gap fill up rear slurry by grouting channel 10 enter main reinforcement tank 8 with
In the gap that auxiliary reinforcement tank 18 is formed, after being stuffed entirely with full, slurries are overflowed by pulp runner 14 and grout outlet 16.
In conclusion the prefabricated post and construction site pedestal connection structure, by setting anchor bolt 4, steel plate 5, anti-overflow slot 7,
Sleeve 11, reinforcement block 12 and reinforcing bar 13 are connected, steel plate 5 is fixed by anchor bolt 4 with pedestal 1, while by a part of anchor bolt 4
It is nuzzled inside pedestal 1 in advance with connection sleeve 11, the stability of structure can be improved, prefabricated post 2 is installed with pedestal 1
When, by the way that reinforcing bar 13 to be inserted into anti-overflow slot 7 to and extended through to always inside connection sleeve 11 company that can be completed with pedestal 1
It connects, avoids and occur the phenomenon that the collision of reinforcing bar 13 causes installation inconvenient between the two, accelerate construction and installation efficiency, be conducive to apply
The progress of work work.
It should be noted that, in this document, such as the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of prefabricated post and construction site pedestal connection structure, including pedestal (1) and prefabricated post (2), it is characterised in that: described
It is offered on pedestal (1) mounting groove (3), is fixedly installed with steel plate (5), the steel plate by anchor bolt (4) in the mounting groove (3)
(5) offer seal groove (6), anti-overflow slot (7) and main reinforcement tank (8) at the top of, the inside of the steel plate (5) offer with it is anti-overflow
The inside of the grouting mouth (9) that slot (7) is connected, the steel plate (5) offers grouting channel (10), the inside of the steel plate (5)
It is fixedly installed with connection sleeve (11), the inside of the prefabricated post (2) is fixedly installed with reinforcement block (12), the reinforcement block (12)
Inside be fixedly installed with reinforcing bar (13), the inside of the reinforcement block (12) offers pulp runner (14) and slip casting runner
(15), the inside of the prefabricated post (2) offer grout outlet (16) that pulp runner (14) and slip casting runner (15) match and
Grouting port (17), the bottom of the prefabricated post (2) offer the auxiliary reinforcement tank (18) to match with main reinforcement tank (8).
2. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the anchor bolt
(4) one end is embedded in pedestal (1), and the other end of the anchor bolt (4) is mounted by means of bolts in seal groove (6).
3. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the grouting
The one end in channel (10) is connected with grouting mouth (9), and the other end of the grouting channel (10) is connected with main reinforcement tank (8).
4. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the connection
One end of sleeve (11) is embedded in pedestal (1), and the other end of connection sleeve (11) is connected with grouting mouth (9).
5. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the reinforcing
Block (12) is located at the external part of prefabricated post (2) and matches with anti-overflow slot (7), and the one of the reinforcing bar (13) separate reinforcement block (12)
End extends to the outside of prefabricated post (2).
6. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the pulp
One end of runner (14) and slip casting runner (15) is connected with grout outlet (16) and grouting port (17) respectively, the pulp runner
(14) run through the bottom of reinforcement block (12) with the other end of slip casting runner (15) and be connected with the external world.
7. a kind of prefabricated post according to claim 1 and construction site pedestal connection structure, it is characterised in that: the pulp
Mouth (16) is located at the upper end of grouting port (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821963790.3U CN209457154U (en) | 2018-11-27 | 2018-11-27 | A kind of prefabricated post and construction site pedestal connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821963790.3U CN209457154U (en) | 2018-11-27 | 2018-11-27 | A kind of prefabricated post and construction site pedestal connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209457154U true CN209457154U (en) | 2019-10-01 |
Family
ID=68039249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821963790.3U Active CN209457154U (en) | 2018-11-27 | 2018-11-27 | A kind of prefabricated post and construction site pedestal connection structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN209457154U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110714533A (en) * | 2019-10-22 | 2020-01-21 | 安徽建筑大学 | Assembled plug connector for civil engineering |
| CN110984174A (en) * | 2019-12-06 | 2020-04-10 | 石家庄铁道大学 | Bolt anchor node for open cut foundation pit purlin enclosing structure |
| CN111270761A (en) * | 2020-02-07 | 2020-06-12 | 张荣法 | Prefabricated pin-connected panel building frame of quick installation |
| CN115354755A (en) * | 2022-08-10 | 2022-11-18 | 广州电力设计院有限公司 | Connecting structure and connecting method of foundation and upright post |
-
2018
- 2018-11-27 CN CN201821963790.3U patent/CN209457154U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110714533A (en) * | 2019-10-22 | 2020-01-21 | 安徽建筑大学 | Assembled plug connector for civil engineering |
| CN110984174A (en) * | 2019-12-06 | 2020-04-10 | 石家庄铁道大学 | Bolt anchor node for open cut foundation pit purlin enclosing structure |
| CN111270761A (en) * | 2020-02-07 | 2020-06-12 | 张荣法 | Prefabricated pin-connected panel building frame of quick installation |
| CN115354755A (en) * | 2022-08-10 | 2022-11-18 | 广州电力设计院有限公司 | Connecting structure and connecting method of foundation and upright post |
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