CN205840317U - A kind of assembled architecture prefabricated post, beam cast-in-place node template - Google Patents
A kind of assembled architecture prefabricated post, beam cast-in-place node template Download PDFInfo
- Publication number
- CN205840317U CN205840317U CN201620597193.8U CN201620597193U CN205840317U CN 205840317 U CN205840317 U CN 205840317U CN 201620597193 U CN201620597193 U CN 201620597193U CN 205840317 U CN205840317 U CN 205840317U
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- China
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- wood
- side panel
- front plate
- lumps
- prefabricated post
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Abstract
The utility model discloses a kind of assembled architecture prefabricated post, beam cast-in-place node template, it is characterized in that, including front plate and side panel, front plate and side panel are 90 degree of splicings, outside the external corner that front plate and side panel are spliced, it is provided with the angle steel for fixing front plate and side panel, front plate and side panel end is respectively equipped with the first vertical lumps of wood, the second vertical lumps of wood with middle part.This utility model is assembled, convenient disassembly, and external corner uses Bolted angle connection, and piece is tight, has stopped the generation of the quality problems such as piece spillage.The horizontal support lumps of wood being fixed on Prefabricated superposed beam is effective against the lateral pressure of cast-in-place concrete and ensures stablizing of template system, safe and reliable.Owing to need not set up falsework, will not use the space under beam, plate and impact, save artificial, construct simple and convenient simultaneously, cost is low, thus is effectively reduced construction cost, the reduction of erection time.
Description
Technical field
This utility model relates to a kind of assembled architecture prefabricated post, beam cast-in-place node template, belongs to assembled architecture construction
Technical field.
Background technology
Country currently carries forward vigorously assembled architecture, assembled architecture be utilize standardized designs, factorial praluction,
The building that the method such as industrialized construction and information system management is built, uses and managed, be promote tradition construction mode to intensive,
The effective way that the modern methods such as saving, environmental protection, green, science and technology change.At present at prefabricated assembled frame structure building
In construction, prefabricated post is cast-in-place connection with the node of Prefabricated superposed beam, prefabricated superimposed sheet, and the template of cast-in-place concrete is generally work
People's on-site consolidation, template is various informative, assembled cumbersome, and is easier to there is formwork edge joint spillage and formwork rigidity deficiency causes
Rise mould, and the safety of construction, reliability are difficult to standardization control, and node template construction is also to directly affect construction speed and joint
One of key issue of some concrete construction quality.
Summary of the invention
The technical problems to be solved in the utility model is: provide that a kind of construction is simple and convenient, construction cost is low, shorten work
Phase, safe and reliable assembled architecture prefabricated post, beam cast-in-place node template, the template solving cast-in-place concrete is generally workman
On-site consolidation, assembled trouble, and it is easier to exist formwork edge joint spillage and problem that formwork rigidity deficiency causes the mould that rises.
In order to solve above-mentioned technical problem, it is prefabricated that the technical solution of the utility model there is provided a kind of assembled architecture
Post, beam cast-in-place node template, it is characterised in that include that front plate and side panel, front plate and side panel are 90 degree of splicings, just
It is provided with the angle steel for fixing front plate and side panel, front plate and side panel end outside the external corner of panel and side panel splicing
It is respectively equipped with the first vertical lumps of wood, the second vertical lumps of wood with middle part.
Preferably, on the second described vertical lumps of wood, position corresponding with the prepared screw-bolt hole in prefabricated post is provided with reserved
Hole.
Preferably, there is the horizontal support lumps of wood being fixed on Prefabricated superposed beam on the top, side of the first described vertical lumps of wood.
Preferably, the described horizontal support lumps of wood is provided with the bolt hole of strip.
This utility model is assembled, convenient disassembly, front plate, side panel are spliced by angle steel and the lumps of wood, are combined into
The gang form of a kind of square, external corner uses Bolted angle connection, and piece is tight, has stopped sending out of the quality problems such as piece spillage
Raw.By the bolt arranged in prefabricated post, this template is fixed in prefabricated post, the horizontal support being fixed on Prefabricated superposed beam
The lumps of wood is effective against the lateral pressure of cast-in-place concrete and ensures stablizing of template system, safe and reliable, thus realizes dress
Join formula building prefabrication post, the concreting of beam cast-in-place node.Owing to need not set up falsework, will not be under beam, plate
Space uses and impacts, and saves artificial, constructs simple and convenient simultaneously, and cost is low, thus is effectively reduced construction cost, contracting
Casual labourer's phase.
Accompanying drawing explanation
Fig. 1 is a kind of assembled architecture prefabricated post, the top view of beam cast-in-place node template；
Fig. 2 is a kind of assembled architecture prefabricated post, the use state diagram of beam cast-in-place node template；
Fig. 3 is the horizontal support lumps of wood and bolted structural representation.
Detailed description of the invention
For making this utility model become apparent, hereby with preferred embodiment, and accompanying drawing is coordinated to be described in detail below.
This utility model is a kind of assembled architecture prefabricated post, beam cast-in-place node template, as it is shown in figure 1, it is by front plate
4, side panel 5, angle steel 6 and the vertical lumps of wood (the i.e. first vertical vertical lumps of wood 8 of the lumps of wood 7, second) are spliced, front plate 4 and side
Panel 5, in 90 degree of splicings, is provided with for fixing front plate 4 and side panel 5 outside the external corner that front plate 4 and side panel 5 are spliced
Angle steel 6, front plate 4 and side panel 5 end and middle part are respectively equipped with the first vertical vertical lumps of wood 8 of the lumps of wood 7, second.Second erects
On the lumps of wood 8, position corresponding with the prepared screw-bolt hole in prefabricated post 1 is provided with preformed hole.The top, side of the first vertical lumps of wood 7
There is the horizontal support lumps of wood 10 being fixed on Prefabricated superposed beam 2.As it is shown on figure 3, the horizontal support lumps of wood 10 is provided with strip
Bolt hole.
As it is shown in figure 1, this utility model cuts out the front of the template of suitable dimension according to the size of post, beam cast-in-place node
Plate 4 and side panel 5, front plate 4 and side panel 5, in 90 degree of splicings, use angle steel 6 and fastening screw by front outside jigsaw external corner
Plate 4 and side panel 5 are fixedly connected with.Front plate 4 and side panel 5 end are respectively provided with the first vertical lumps of wood 7, second with middle part
The vertical lumps of wood 8, all uses steel nail to be fixed with panel by the lumps of wood, thus is combined into the gang form of a kind of square.
As shown in Figure 2 and Figure 3, prefabricated post 1 is provided with prepared screw-bolt hole, in the relevant position of the second vertical lumps of wood 8 of template
It is provided with preformed hole, is screwed in prefabricated post 1 prepared screw-bolt hole through the preformed hole of the second vertical lumps of wood 8 by bolt 9, thus by mould
Plate is fixed in prefabricated post 1.Prefabricated superposed beam 2 is provided with upper and lower two prepared screw-bolt holes, is led to by two horizontal support lumps of wood 10
Crossing bolt 9 to be separately fixed on Prefabricated superposed beam 2, one end of the horizontal support lumps of wood 10 holds out against the vertical lumps of wood 7 of template first, opposing
Lateral pressure during concreting, the bolt aperture of the horizontal support lumps of wood 10 is strip, makes the horizontal support lumps of wood 10 exist
Bolt can move left and right before tightening, so that it is guaranteed that the first vertical lumps of wood 7 can be held out against.
Each post, beam cast-in-place node need to arrange the four above-mentioned templates of set, install other three angles according to above-mentioned embodiment
The gang form in portion, can complete a post, the construction of girder connection cast in place concrete form.
Claims (4)
1. an assembled architecture prefabricated post, beam cast-in-place node template, it is characterised in that include front plate (4) and side panel
(5), front plate (4) and side panel (5), in 90 degree of splicings, are provided with use outside the external corner that front plate (4) and side panel (5) are spliced
The it is respectively equipped with in the angle steel (6) of fixing front plate (4) and side panel (5), front plate (4) and side panel (5) end and middle part
The one vertical lumps of wood (7), the second vertical lumps of wood (8).
2. a kind of assembled architecture prefabricated post, beam cast-in-place node template as claimed in claim 1, it is characterised in that described
The second vertical lumps of wood (8) is upper is provided with preformed hole with the corresponding position of prepared screw-bolt hole in prefabricated post (1).
3. a kind of assembled architecture prefabricated post, beam cast-in-place node template as claimed in claim 1, it is characterised in that described
There is the horizontal support lumps of wood (10) being fixed on Prefabricated superposed beam (2) on the top, side of the first vertical lumps of wood (7).
4. a kind of assembled architecture prefabricated post, beam cast-in-place node template as claimed in claim 3, it is characterised in that described
The horizontal support lumps of wood (10) is provided with the bolt hole of strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620597193.8U CN205840317U (en) | 2016-06-17 | 2016-06-17 | A kind of assembled architecture prefabricated post, beam cast-in-place node template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620597193.8U CN205840317U (en) | 2016-06-17 | 2016-06-17 | A kind of assembled architecture prefabricated post, beam cast-in-place node template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205840317U true CN205840317U (en) | 2016-12-28 |
Family
ID=58153443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620597193.8U Expired - Fee Related CN205840317U (en) | 2016-06-17 | 2016-06-17 | A kind of assembled architecture prefabricated post, beam cast-in-place node template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205840317U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119901A (en) * | 2017-05-02 | 2017-09-01 | 中建局集团建设发展有限公司 | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node |
| CN108104281A (en) * | 2018-01-12 | 2018-06-01 | 上海城乡建筑设计院有限公司 | It is a kind of to be used for side form way of the fabricated construction exterior wall without tongue and groove composite beam |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
| CN109208900A (en) * | 2018-11-05 | 2019-01-15 | 中建科技湖南有限公司 | A kind of formwork system and its construction method of assembled architecture |
| CN110397273A (en) * | 2019-07-12 | 2019-11-01 | 广西建工集团第五建筑工程有限责任公司 | A kind of vertical PC component high-pressure slip-casting piece plugging device and its plugging construction method |
| CN113202222A (en) * | 2021-05-08 | 2021-08-03 | 重庆大学 | Construction method for assembled type superposed beam slab |
| CN115198963A (en) * | 2022-08-03 | 2022-10-18 | 浙江东南建筑设计有限公司 | Slurry leakage prevention superposed secondary beam suitable for assembly type frame concrete building |
-
2016
- 2016-06-17 CN CN201620597193.8U patent/CN205840317U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119901A (en) * | 2017-05-02 | 2017-09-01 | 中建局集团建设发展有限公司 | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node |
| CN107119901B (en) * | 2017-05-02 | 2023-08-22 | 中建一局集团建设发展有限公司 | Template structure of shear wall corner node, shear wall cast-in-situ system and construction method |
| CN108104281A (en) * | 2018-01-12 | 2018-06-01 | 上海城乡建筑设计院有限公司 | It is a kind of to be used for side form way of the fabricated construction exterior wall without tongue and groove composite beam |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
| CN109057318B (en) * | 2018-09-25 | 2020-09-04 | 韶关学院 | Assembly type building template system and wall body module |
| CN109208900A (en) * | 2018-11-05 | 2019-01-15 | 中建科技湖南有限公司 | A kind of formwork system and its construction method of assembled architecture |
| CN109208900B (en) * | 2018-11-05 | 2024-03-15 | 中建科技湖南有限公司 | Formwork system for assembled building and construction method thereof |
| CN110397273A (en) * | 2019-07-12 | 2019-11-01 | 广西建工集团第五建筑工程有限责任公司 | A kind of vertical PC component high-pressure slip-casting piece plugging device and its plugging construction method |
| CN113202222A (en) * | 2021-05-08 | 2021-08-03 | 重庆大学 | Construction method for assembled type superposed beam slab |
| CN115198963A (en) * | 2022-08-03 | 2022-10-18 | 浙江东南建筑设计有限公司 | Slurry leakage prevention superposed secondary beam suitable for assembly type frame concrete building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161228 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |