CN206987108U - A kind of embedded combined type exempts from formwork turning wall construction post - Google Patents
A kind of embedded combined type exempts from formwork turning wall construction post Download PDFInfo
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- CN206987108U CN206987108U CN201720906442.1U CN201720906442U CN206987108U CN 206987108 U CN206987108 U CN 206987108U CN 201720906442 U CN201720906442 U CN 201720906442U CN 206987108 U CN206987108 U CN 206987108U
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Abstract
The utility model proposes a kind of embedded combined type to exempt from formwork turning wall construction post, including the interlaced first component being stacked and second component, described first component includes the first structure body and the second structure body, first structure body and the head and the tail connection of the second structure body form square shape, second component includes the 3rd structure body and the 4th structure body, and the 3rd structure body and the head and the tail connection of the 4th structure body form L-shaped.The advantages of the utility model：With reference to masonry structure scantling, consider structural seismic performance simultaneously, formed using fine-stone concrete is prefabricated, form the prefabricated components with height stack pile with building material, be applicable to the Constructional Col-umn Construction at different wall positions, it is flexible combination, easy to operate, completely with masonry synchronous construction, the processes such as the installation of later structural column template, dismounting are reduced, greatly reduce construction cost, engineering construction progress is accelerated, there is good versatility.
Description
Technical field
The construction of architectural engineering masonry structure is the utility model is related to, a kind of embedded combined type is particularly related to and exempts from formwork turning wall
Constructional column.
Background technology
In the construction of architectural engineering masonry structure, according to《Masonry structure specification》, can be set on request in corresponding site
Constructional column, so as to reach preferable structural integrity and anti-seismic performance.Material due to constructional column with masonry structure for unlike material
Expect and construction technology is entirely different, generally require bar planting（Or reserved joint bar）, colligation constructional column steel reinforcement cage, masonry panel, indwelling
Horse tooth trough, constructional column model sheetinstallat, constructional column concrete placings, constructional column form removable, constructional column column cap Local treatment etc. are a series of
Complicated working procedure, this just seriously affects masonry project integral construction quality and duration, increases material and management cost
Expense.If it is desired to improve these problems, it is necessary to improve working procedure, the technique for breaking complexity.
Utility model content
The utility model proposes a kind of embedded combined type to exempt from formwork turning wall construction post, solves constructional column in the prior art
Complicated construction technique, the problem of having a strong impact on construction quality and duration.
What the technical solution of the utility model was realized in：A kind of embedded combined type exempts from formwork turning wall construction post, bag
The interlaced first component being stacked and second component are included, described first component includes the first structure body and the second structure body,
First structure body and the head and the tail connection of the second structure body form square shape, and second component includes the 3rd structure body and the 4th structure body, the 3rd structure body
L-shaped is formed with the head and the tail connection of the 4th structure body.
Described the first structure body and the second structure body is U-shaped, and the both ends of the first structure body are provided with outside concavo-convex rank, the second structure body
Both ends be provided with inside concavo-convex rank, the concavo-convex rank of the first structure body connects cooperation with the concavo-convex rank of the second structure body, and concavo-convex rank includes
The projection of front end and the groove of rear end, the first structure body and the second structure body pass through mortar bonding.
Described the first structure body and the second structure body is U-shaped, and the both ends of the first structure body are provided with outside flat rank, the second structure body
Both ends are provided with inside flat rank, and the flat rank of the first structure body connects cooperation, the first structure body and the second structure body with the flat rank of the second structure body
Pass through mortar bonding.
The 4th described structure body is W shapes, and one end of the 3rd structure body is provided with outside concavo-convex rank, and the other end of the 3rd structure body is set
There is inside concavo-convex rank, one end of the 4th structure body is provided with outside concavo-convex rank, and the other end of the 4th structure body is provided with inside bumps
Rank, the concavo-convex rank of the 3rd structure body are connected cooperation with the concavo-convex rank of the 4th structure body, and concavo-convex rank includes the raised and rear end recessed of front end
Groove, the 3rd structure body and the 4th structure body pass through mortar bonding.
The 4th described structure body is W shapes, and one end of the 3rd structure body is provided with outside flat rank, and the other end of the 3rd structure body is provided with
Inside flat rank, one end of the 4th structure body are provided with outside flat rank, and the other end of the 4th structure body is provided with inside flat rank, the 3rd structure
The flat rank of body is connected cooperation with the flat rank of the 4th structure body, and the 3rd structure body and the 4th structure body pass through mortar bonding.
Described first component and the height of second component and thickness are identical with masonry, first component and second component
It is internally formed the cavity being engaged, reinforcing bar and concrete is provided with the cavity of first component and second component.
The advantages of the utility model：With reference to masonry structure scantling, while structural seismic performance is considered, using fine-stone concrete
It is prefabricated to form, form the prefabricated components with height stack pile, the constructional column for being applicable to different wall positions with building material and apply
Work, it is flexible combination, easy to operate, completely with masonry synchronous construction, the process such as reduce the installation of later structural column template, remove, greatly
Construction cost is reduced greatly, accelerates engineering construction progress, there is good versatility.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model three-dimensional structure diagram.
Fig. 2 is the utility model plane structure chart.
Fig. 3 is first component three-dimensional structure diagram.
Fig. 4 is first component plane structure chart.
Fig. 5 is second component three-dimensional structure diagram.
Fig. 6 is second component plane structure chart.
Fig. 7 is concavo-convex rank plane structure chart.
Fig. 8 is flat rank plane structure chart.
In figure：1- masonries, 2- first components, 3- second components, 4- the first structure bodies, 5- the second structure bodies, the structure bodies of 6- the 3rd, 7-
4th structure body, 9- bumps ranks, 10- reinforcing bars, 11- is raised, 12- grooves, the flat ranks of 13-.
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 the utility model part of the embodiment, 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 paid
The every other embodiment obtained, belong to the scope of the utility model protection.
Embodiment 1
As shown in Figure 1-2, a kind of embedded combined type exempts from formwork turning wall construction post, including it is interlaced be stacked
One component 2 and second component 3, described first component 2 include the first structure body 4 and the second structure body 5, the first structure body 4 and the second structure
Body 5 connects form square shape from beginning to end, and second component 3 includes the 3rd structure body 6 and the 4th structure body 7, the 3rd structure body 6 and the 4th structure body 7
Head and the tail connection forms L-shaped.
During construction, the first structure body and the second structure body connect into first component, and the 3rd structure body and the 4th structure body are interconnected to
Second component, the first structure body and the second structure body are staggered, stack gradually the constructional column to form turning wall.
Embodiment 2
As shown in Fig. 3-4,7, a kind of embedded combined type exempts from formwork turning wall construction post, the first described structure body 4 and second
Structure body 5 is U-shaped, and the both ends of the first structure body 4 are provided with outside concavo-convex rank 9, and the both ends of the second structure body 5 are provided with inside concavo-convex rank 9,
The connection of concavo-convex rank 9 of the structure body 5 of concavo-convex rank 9 and second of first structure body 4 coordinates, and concavo-convex rank 9 includes projection 11 and the rear end of front end
Groove 12, the first structure body 4 and the second structure body 5 pass through mortar bonding.
Other structures are the same as embodiment 1.
First component is divided into the first structure body and second structure body two parts, is easy to component manufacturing and processing, while be easy to component
Installation, the both ends of structure body are provided with concavo-convex rank, and the projection of the first structure body is stuck in the groove of the second structure body, the projection of the second structure body
It is stuck in the groove of the first structure body, concavo-convex rank make it that the connection of whole component is more firm, improves the stability of constructional column, passes through
Mortar strengthens the fastness connected between structure body, reinforcing constructional column.
Embodiment 3
As shown in figure 8, a kind of embedded combined type exempts from formwork turning wall construction post, described the first structure body 4 and the second structure body 5
For U-shaped, the both ends of the first structure body 4 are provided with outside flat rank 13, and the both ends of the second structure body 5 are provided with inside flat rank 13, the first structure
The connection of flat rank 13 of the structure body 5 of flat rank 13 and second of body 4 coordinates, and the first structure body 4 and the second structure body 5 pass through mortar bonding.
Other structures are the same as embodiment 1.
The both ends of structure body are provided with flat rank, the mutually corresponding connection of adjacent two flat ranks, and flat rank is easier to process, and practicality is more
By force.
Embodiment 4
As illustrated in figs. 5-7, a kind of embedded combined type exempts from formwork turning wall construction post, and the 4th described structure body 7 is W shapes, the
For three structure bodies 6 to remove one jiao of square shape, one end of the 3rd structure body 6 is provided with outside concavo-convex rank 9, the other end of the 3rd structure body 6
Provided with inside concavo-convex rank 9, one end of the 4th structure body 7 is provided with outside concavo-convex rank 9, and the other end of the 4th structure body 7 is provided with inwardly
Concavo-convex rank 9, the concavo-convex rank 9 of the 3rd structure body 6 is connected cooperation with the concavo-convex rank 9 of the 4th structure body 7, and concavo-convex rank 9 includes the convex of front end
The groove 12 of 11 and rear end is played, the 3rd structure body 6 and the 4th structure body 7 pass through mortar bonding.
Other structures are the same as embodiment 1.
3rd structure body of unfilled corner square shape adds the 4th structure body of W shapes, forms the second component of L-shaped.
Embodiment 5
As shown in figure 8, a kind of embedded combined type exempts from formwork turning wall construction post, the 4th described structure body 7 is W shapes, the 3rd
Structure body 6 is removes one jiao of square shape, and one end of the 3rd structure body 6 is provided with outside flat rank 13, and the other end of the 3rd structure body 6 is provided with
Inside flat rank 13, one end of the 4th structure body 7 are provided with outside flat rank 13, and the other end of the 4th structure body 7 is provided with inside flat rank
13, the flat rank 13 of the 3rd structure body 6 is connected cooperation with the flat rank 13 of the 4th structure body 7, and the 3rd structure body 6 and the 4th structure body 7 pass through mortar
Bond.
Other structures are the same as embodiment 1.
Embodiment 6
As shown in Figure 1-2, a kind of embedded combined type exempts from formwork turning wall construction post, the described structure of first component 2 and second
The height and thickness of part 3 are identical with masonry 1, and first component 2 and second component 3 are internally formed the cavity being engaged, and first
Reinforcing bar 10 and concrete are provided with the cavity of component 2 and second component 3.
Other structures are the same as embodiment 1.
The height of component and masonry, thickness are identical so that masonry be connected with constructional column it is smooth, it is practical and attractive, set in cavity
Reinforcing bar, for the structure of reinforcing constructional column, structure body is installed from side, wraps reinforcing bar, after the completion of in cavity casting concrete.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (6)
1. a kind of embedded combined type exempts from formwork turning wall construction post, including the interlaced first component being stacked（2）With
Two components（3）, it is characterised in that：Described first component（2）Including the first structure body（4）With the second structure body（5）, the first structure body
（4）With the second structure body（5）Head and the tail connection forms square shape, second component（3）Including the 3rd structure body（6）With the 4th structure body（7）, the
Three structure bodies（6）With the 4th structure body（7）Head and the tail connection forms L-shaped.
2. embedded combined type according to claim 1 exempts from formwork turning wall construction post, it is characterised in that：The first described structure
Body（4）With the second structure body（5）For U-shaped, the first structure body（4）Both ends be provided with outside concavo-convex rank（9）, the second structure body（5）Two
End is provided with inside concavo-convex rank（9）, the first structure body（4）Concavo-convex rank（9）With the second structure body（5）Concavo-convex rank（9）Connection coordinates,
Concavo-convex rank（9）Projection including front end（11）With the groove of rear end（12）, the first structure body（4）With the second structure body（5）Pass through mortar
Bond.
3. embedded combined type according to claim 1 exempts from formwork turning wall construction post, it is characterised in that：The first described structure
Body（4）With the second structure body（5）For U-shaped, the first structure body（4）Both ends be provided with outside flat rank（13）, the second structure body（5）Both ends
Provided with inside flat rank（13）, the first structure body（4）Flat rank（13）With the second structure body（5）Flat rank（13）Connection coordinates, and first
Structure body（4）With the second structure body（5）Pass through mortar bonding.
4. embedded combined type according to claim 1 exempts from formwork turning wall construction post, it is characterised in that：The 4th described structure
Body（7）For W shapes, the 3rd structure body（6）One end be provided with outside concavo-convex rank（9）, the 3rd structure body（6）The other end be provided with it is inside
Concavo-convex rank（9）, the 4th structure body（7）One end be provided with outside concavo-convex rank（9）, the 4th structure body（7）The other end be provided with it is inside
Concavo-convex rank（9）, the 3rd structure body（6）Concavo-convex rank（9）With the 4th structure body（7）Concavo-convex rank（9）Connection coordinates, concavo-convex rank（9）Bag
Include the projection of front end（11）With the groove of rear end（12）, the 3rd structure body（6）With the 4th structure body（7）Pass through mortar bonding.
5. embedded combined type according to claim 1 exempts from formwork turning wall construction post, it is characterised in that：The 4th described structure
Body（7）For W shapes, the 3rd structure body（6）One end be provided with outside flat rank（13）, the 3rd structure body（6）The other end be provided with it is inside
Flat rank（13）, the 4th structure body（7）One end be provided with outside flat rank（13）, the 4th structure body（7）The other end be provided with it is inside flat
Rank（13）, the 3rd structure body（6）Flat rank（13）With the 4th structure body（7）Flat rank（13）Connection coordinates, the 3rd structure body（6）With the 4th
Structure body（7）Pass through mortar bonding.
6. embedded combined type according to claim 1 exempts from formwork turning wall construction post, it is characterised in that：The first described structure
Part（2）And second component（3）Height and thickness and masonry（1）It is identical, first component（2）And second component（3）Inside
Form the cavity being engaged, first component（2）And second component（3）Cavity in be provided with reinforcing bar（10）And concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720906442.1U CN206987108U (en) | 2017-07-25 | 2017-07-25 | A kind of embedded combined type exempts from formwork turning wall construction post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720906442.1U CN206987108U (en) | 2017-07-25 | 2017-07-25 | A kind of embedded combined type exempts from formwork turning wall construction post |
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| Publication Number | Publication Date |
|---|---|
| CN206987108U true CN206987108U (en) | 2018-02-09 |
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ID=61416348
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720906442.1U Expired - Fee Related CN206987108U (en) | 2017-07-25 | 2017-07-25 | A kind of embedded combined type exempts from formwork turning wall construction post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987108U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173198A (en) * | 2019-09-02 | 2020-05-19 | 威海建设集团股份有限公司 | Construction method of wall-attached constructional column for constructional engineering |
-
2017
- 2017-07-25 CN CN201720906442.1U patent/CN206987108U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173198A (en) * | 2019-09-02 | 2020-05-19 | 威海建设集团股份有限公司 | Construction method of wall-attached constructional column for constructional engineering |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 Termination date: 20200725 |
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| CF01 | Termination of patent right due to non-payment of annual fee |