CN209429263U - A kind of prefabricated column connected node fixing templates - Google Patents
A kind of prefabricated column connected node fixing templates Download PDFInfo
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- CN209429263U CN209429263U CN201822141391.5U CN201822141391U CN209429263U CN 209429263 U CN209429263 U CN 209429263U CN 201822141391 U CN201822141391 U CN 201822141391U CN 209429263 U CN209429263 U CN 209429263U
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- flitch
- reinforcing
- prefabricated post
- prefabricated
- fixing templates
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Abstract
The utility model discloses a kind of prefabricated column connected node fixing templates of technical field of buildings, seat slurry is reinforced by the way that fixing templates are arranged, fixing templates and prefabricated post are convenient for fixation, it can guarantee non-leakage when grouting operation, guarantee Grouted density and grouting quality, to guarantee structure safety；By the way that rubber strip is arranged, prevent fixing templates from causing a slurry cracking when reinforcing to seat slurry；Fixing templates are made of flitch and iron nail, can be processed at the construction field (site), are easy to use and are had enough to meet the need, while improving the utilization rate and turnover rate of construction site flitch, have saved construction cost.
Description
Technical field
The utility model relates to technical field of buildings, specially a kind of fixed dress of prefabricated column connected node template
It sets.
Background technique
With the continuous development of Building technology, assembled architecture technology is more and more mature, by prefabricated component component in building site
The building being assembled, referred to as assembled architecture, prefabrication and assembly construction production method are the important embodiments of building industrialization, main special
Sign is that building structure is split as to the components such as wall, plate, beam, column and transports these components to construction site after plant produced
It is installed, with prefabricated concrete structure large-area applications, in prefabrication building course, upper layer component column is hung
Dress needs to carry out vertical reinforcement sleeve grouting after being installed, up and down between default column there are the gap 20mm, need to its surrounding into
Row match seam it is stifled, by grouting material blind, connection upper and lower level between prefabricated post, grouting when can be arranged in four weekly assembly of column
Gap between upper and lower prefabricated post is formed closed cavity by the seat slurry of 20mm wide, carries out mortar depositing construction after the solidification of seat slurry,
Slip casting machine slip casting into injected hole is used when slip casting, grouting procedure is critical process, is related to prefabricated components between grouting quality
The security performance of connection may cause brokenly 20mm wide seat slurry in work progress there are certain pressure when grouter slip casting
It is bad, to spillage, running pulp phenomenon occur, leads to leakiness of being in the milk, structure is caused to cannot be guaranteed safely.
Currently, application No. is the Chinese patents of CN201621470743.6 to disclose a kind of prefabricated column connected node grouting envelope
Original hand-guided stuff up a crack method for blocking is changed to reserve joint filling slot on floor face by bridging structure, the utility model, and lower layer is pre-
Column processed is lifted on after the completion of the prefabricated post of upper layer, carries out stuff up a crack using joint filling slot, the later period is avoiding generating into sleeve filling process
Spillage guarantees stuff up a crack quality, it is ensured that grouting effect, it is ensured that vertical reinforcement grouting quality of connection simplifies post-processing steps, saves
Cost, improves prefabrication construction efficiency and quality, but there are certain pressure when grouter slip casting, in work progress
20mm wide seat slurry may be damaged, to spillage, running pulp phenomenon occur, lead to leakiness of being in the milk, structure is caused to be pacified
It cannot be guaranteed entirely, be based on this, the utility model devises a kind of prefabricated column connected node fixing templates.
Summary of the invention
The purpose of this utility model is to provide a kind of prefabricated column connected node fixing templates, on solving
There are certain pressure when stating the grouter slip casting proposed in background, 20mm wide seat slurry may be caused brokenly in work progress
It is bad, thus the problem of there is spillage, running pulp phenomenon, leading to leakiness of being in the milk, structure is caused to cannot be guaranteed safely.
To achieve the above object, the utility model provides the following technical solutions: a kind of prefabricated column connected node mould
Board fixer, including prefabricated post, fixing templates, floor and beam, it is characterised in that: the prefabricated post includes that upper layer is prefabricated
Column and lower layer's prefabricated post, the prefabricated post side are equipped with injected hole and slurry outlet, are reserved with connection reinforcing bar at the top of the prefabricated post,
The prefabricated column bottom is reserved with connection sleeve, the upper layer prefabricated post and lower layer's prefabricated post and connects connector sleeve by connection reinforcing bar
Cylinder is attached, and the fixing templates are located at upper layer prefabricated post and lower layer's prefabricated post junction, the fixing templates
It is made of two groups of wood reinforcements, the wood reinforcement includes reinforcing long flitch, reinforcing short flitch and iron nail, described to reinforce long flitch
It is fixedly linked with short flitch is reinforced by iron nail, the short flitch side of reinforcing is provided with limit flitch, and the limit flitch is logical
It crosses iron nail and is connected with long flitch is reinforced, wedge-shaped flitch, the reinforcing length are provided between the limit flitch and the short flitch of reinforcing
Flitch side both ends offer through-hole, and described reinforce between long flitch is provided with split bolt bar, the split bolt bar) it passes through
Through-hole connects two groups of long flitches of reinforcing.
Preferably, the long flitch of the reinforcing and the short flitch of reinforcing, which are arranged vertically, makes wood reinforcement l-shaped, the long wood of the reinforcing
There is certain distance in side with the long flitch end of positional distance reinforcing that short flitch is fixedly connected is reinforced, and the fixing templates are by two
Group wood reinforcement, which is arranged vertically, to be formed and rectangular.
Preferably, the fixing templates medial surface is provided with rubber strip.
Preferably, the through-hole surrounding for reinforcing long flitch side both ends is fixed with locating plate and location nut, described right
Shank of bolt is drawn to be fixed by locating plate and location nut.
Preferably, the length for reinforcing long flitch is greater than the length in prefabricated post bottom level section, described to reinforce short wood
The length of side and prefabricated post bottom level section it is of same size, the height reinforced long flitch and reinforce short flitch is greater than upper
Connection gap between layer prefabricated post and lower layer's prefabricated post.
Compared with prior art, the utility model has the beneficial effects that by setting fixing templates to seat slurry into
Row is reinforced, fixing templates and prefabricated post convenient for fixing, can guarantee it is non-leakage when grouting operation, guarantee Grouted density and
Grouting quality, to guarantee structure safety；By the way that rubber strip is arranged, prevent fixing templates when reinforcing to seat slurry
Cause a slurry cracking；Fixing templates are made of flitch and iron nail, can be processed at the construction field (site), are easy to use and all
Turn, while improving the utilization rate and turnover rate of construction site flitch, has saved construction cost.
Detailed description of the invention
For the clearer technical solution for illustrating the utility model embodiment, make required for being described below to embodiment
Attached drawing is briefly described, it should be apparent that, drawings discussed below is only some examples of the utility model, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing.
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model prefabricated post the schematic diagram of the section structure；
Fig. 3 is the utility model fixing templates structural schematic diagram；
Fig. 4 is the portion the utility model A enlarged structure schematic diagram.
In attached drawing, parts list represented by the reference numerals are as follows:
The upper layer 1- prefabricated post, 2- fixing templates, 3- floor, 4- beam, 5- lower layer prefabricated post, 6- injected hole, 7- pulp
Hole, 8- connection reinforcing bar, 9- connection sleeve, 21- reinforce long flitch, and 22- reinforces short flitch, 23- wedge shape flitch, and 24- limits flitch,
25- iron nail, 26- split bolt bar, 27- locating plate, 28- location nut, 29- rubber strip.
Specific embodiment
Below in conjunction with the attached drawing in the example of the utility model, the technical scheme in the embodiment of the utility model is carried out clear
Chu is fully described by, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole realities
Apply example.Based on the embodiments of the present invention, those of ordinary skill in the art institute without creative efforts
The all other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-4, the utility model provides a kind of technical solution: a kind of prefabricated column connected node template is solid
Determine device, including prefabricated post, fixing templates 2, floor 3 and beam 4, prefabricated post includes upper layer prefabricated post 1 and lower layer's prefabricated post
5, prefabricated post side is equipped with injected hole 6 and slurry outlet 7, connection reinforcing bar 8 is reserved at the top of prefabricated post, prefabricated column bottom is reserved with company
Female connector cylinder 9, upper layer prefabricated post 1 and lower layer's prefabricated post 5 are attached by the connection connection connection sleeve 9 of reinforcing bar 8, the fixed dress of template
It sets 2 and is located at 5 junction of upper layer prefabricated post 1 and lower layer's prefabricated post, fixing templates 2 are made of two groups of wood reinforcements, reinforce wood
Side includes reinforcing long flitch 21, reinforcing short flitch 22 and iron nail 25, reinforces long flitch 21 with short flitch 22 is reinforced and passes through iron nail 25
It is fixedly linked, reinforces short 22 side of flitch and be provided with limit flitch 24, limit flitch 24 is by iron nail 25 and reinforces long flitch 21
It is connected, limits and be provided with wedge-shaped flitch 23 between flitch 24 and the short flitch 22 of reinforcing, reinforce long 21 side both ends of flitch and offer
Through-hole is reinforced between long flitch 21 and is provided with split bolt bar 26, and split bolt bar 26 passes through through-hole and connects the long wood of two groups of reinforcings
Side 21.
Wherein, reinforcing long flitch 21 and being arranged vertically with the short flitch 22 of reinforcing makes wood reinforcement l-shaped, solid convenient for constituting template
Determine device 2, reinforcing long flitch 21 with long 21 end of flitch of positional distance reinforcing that short flitch 22 is fixedly connected is reinforced has a spacing
It is arranged vertically and is formed and rectangular by two groups of wood reinforcements from, fixing templates 2, convenient for being bonded the prefabricated post to be reinforced company
Seam gap；2 medial surface of fixing templates is provided with rubber strip 29, prevents fixing templates 2 from adding to seat slurry
Gu when cause slurry cracking；The through-hole surrounding for reinforcing long 21 side both ends of flitch is fixed with locating plate 27 and location nut 28,
Split bolt bar 26 is fixed by locating plate 27 and location nut 28；The length for reinforcing long flitch 21 is greater than prefabricated column bottom
The length of horizontal cross-section, reinforce short flitch 22 length and prefabricated post bottom level section it is of same size, reinforce long flitch 21
And the height of short flitch 22 is reinforced greater than the connection gap between upper layer prefabricated post 1 and lower layer's prefabricated post 5；Guarantee the fixed dress of template
Set the seat slurry that 2 all standing prefabricated post connection gap internal plugs are filled out.
One concrete application of the present embodiment are as follows: use at the construction field (site) and the adaptation of prefabricated post bottom level sectional dimension
Flitch, carries out the processing of fixing templates 2, so that the length for reinforcing long flitch 21 is greater than the length in prefabricated post bottom level section
Degree, reinforce short flitch 22 length and prefabricated post bottom level section it is of same size, reinforce long flitch 21 and reinforce short flitch
22 height is greater than the connection gap between upper layer prefabricated post 1 and lower layer's prefabricated post 5, will reinforce long 21 He of flitch by iron nail 25
It reinforces short flitch 22 and is vertically fixedly connected with composition wood reinforcement, after slurry of being present solidifies upper intensity, complete the process two groups are added
Gu flitch, which is arranged vertically, is close to seat slurry, flitch 24 will be limited using iron nail 25 and will be fixed on the long flitch 21 of reinforcing, and limited
Wedge-shaped flitch 23 is knocked between flitch 24 and the short flitch 22 of reinforcing, limit flitch 24 is fixed, so that reinforcing be auxiliarily fixed
Short flitch 22 after the completion of fixed, carries out slip casting work.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one of the utility model
In embodiment or example.In the present specification, schematic expression of the above terms be not necessarily referring to identical embodiment or
Example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more embodiment or examples
In can be combined in any suitable manner.
The preferred embodiment in the utility model disclosed above is only intended to help to illustrate the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, also not limiting the utility model is only the specific embodiment.Obviously, according to this theory
The content of bright book can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably
The principles of the present invention and practical application are explained, so that skilled artisan be enable to better understand and utilize this
Utility model.The utility model is limited only by the claims and their full scope and equivalents.
Claims (5)
1. a kind of prefabricated column connected node fixing templates, including prefabricated post, fixing templates (2), floor (3)
With beam (4), it is characterised in that: the prefabricated post includes upper layer prefabricated post (1) and lower layer's prefabricated post (5), the prefabricated post side
Equipped with injected hole (6) and slurry outlet (7), connection reinforcing bar (8) is reserved at the top of the prefabricated post, the prefabricated column bottom is reserved with
Connect sleeve (9), the upper layer prefabricated post (1) and lower layer's prefabricated post (5) by connection reinforcing bar (8) connection connect sleeve (9) into
Row connection, the fixing templates (2) are located at upper layer prefabricated post (1) and lower layer's prefabricated post (5) junction, and the template is fixed
Device (2) is made of two groups of wood reinforcements, and the wood reinforcement includes reinforcing long flitch (21), reinforcing short flitch (22) and iron nail
(25), the long flitch (21) of the reinforcing and the short flitch (22) of reinforcing are fixedly linked by iron nail (25), described to reinforce short flitch
(22) side is provided with limit flitch (24), and the limit flitch (24) is connected by iron nail (25) with long flitch (21) is reinforced,
It is provided with wedge-shaped flitch (23) between the limit flitch (24) and the short flitch (22) of reinforcing, it is described to reinforce long flitch (21) side
Both ends offer through-hole, and described reinforce between long flitch (21) is provided with split bolt bar (26), the split bolt bar (26)
Two groups of long flitches of reinforcing (21) are connected across through-hole.
2. a kind of prefabricated column connected node fixing templates according to claim 1, it is characterised in that: described
Reinforcing long flitch (21) and reinforcing short flitch (22) and be arranged vertically makes wood reinforcement l-shaped, described to reinforce long flitch (21) and add
Gu the positional distance that short flitch (22) is fixedly connected, which reinforces long flitch (21) end, certain distance, the fixing templates
(2) it is arranged vertically and is formed and rectangular by two groups of wood reinforcements.
3. a kind of prefabricated column connected node fixing templates according to claim 1, it is characterised in that: described
Fixing templates (2) medial surface is provided with rubber strip (29).
4. a kind of prefabricated column connected node fixing templates according to claim 1, it is characterised in that: described
The through-hole surrounding for reinforcing long flitch (21) side both ends is fixed with locating plate (27) and location nut (28), the split bolt bar
(26) it is fixed by locating plate (27) and location nut (28).
5. a kind of prefabricated column connected node fixing templates according to claim 1, it is characterised in that: described
The length for reinforcing long flitch (21) is greater than the length in prefabricated post bottom level section, the length for reinforcing short flitch (22) and pre-
Column bottom horizontal cross-section processed it is of same size, the height reinforced long flitch (21) and reinforce short flitch (22) is pre- greater than upper layer
Connection gap between column (1) processed and lower layer's prefabricated post (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822141391.5U CN209429263U (en) | 2018-12-20 | 2018-12-20 | A kind of prefabricated column connected node fixing templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822141391.5U CN209429263U (en) | 2018-12-20 | 2018-12-20 | A kind of prefabricated column connected node fixing templates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209429263U true CN209429263U (en) | 2019-09-24 |
Family
ID=67972466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822141391.5U Active CN209429263U (en) | 2018-12-20 | 2018-12-20 | A kind of prefabricated column connected node fixing templates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209429263U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700323A (en) * | 2021-09-02 | 2021-11-26 | 山西建筑工程集团有限公司 | PC component field installation grout node constant temperature curing means |
| CN115419168A (en) * | 2022-09-01 | 2022-12-02 | 中冶赛迪工程技术股份有限公司 | Construction method for rapid pressure grouting of bottom of prefabricated column |
-
2018
- 2018-12-20 CN CN201822141391.5U patent/CN209429263U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700323A (en) * | 2021-09-02 | 2021-11-26 | 山西建筑工程集团有限公司 | PC component field installation grout node constant temperature curing means |
| CN115419168A (en) * | 2022-09-01 | 2022-12-02 | 中冶赛迪工程技术股份有限公司 | Construction method for rapid pressure grouting of bottom of prefabricated column |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 253000 Dejian building, Sanba East Road, De Zhou City, Shandong Province Patentee after: Shandong Expressway Dejian Group Co.,Ltd. Patentee after: Dezhou Construction Engineering Management Office Address before: 253000 Dejian building, Sanba East Road, De Zhou City, Shandong Province Patentee before: SHANDONG DEJIAN GROUP Co.,Ltd. Patentee before: Dezhou Construction Engineering Management Office |
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| CP01 | Change in the name or title of a patent holder |