CN208137479U - A kind of reinforcement type building transformational structure - Google Patents
A kind of reinforcement type building transformational structure Download PDFInfo
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- CN208137479U CN208137479U CN201720820332.3U CN201720820332U CN208137479U CN 208137479 U CN208137479 U CN 208137479U CN 201720820332 U CN201720820332 U CN 201720820332U CN 208137479 U CN208137479 U CN 208137479U
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- plane reinforcing
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Abstract
The utility model discloses a kind of reinforcement type building transformational structure, includes wall, concrete strengthening layer, more main reinforcements and multiple rectangular-ambulatory-plane reinforcing bars;The concrete strengthening layer runs through the two sides of wall and is coated on the two sides of wall;The more main reinforcements and multiple equal produced by insert molding of rectangular-ambulatory-plane reinforcing bar are in concrete strengthening layer, and more main reinforcements are respectively distributed to the two sides of wall, each main reinforcement longitudinally extends, multiple rectangular-ambulatory-plane reinforcing bar longitudinal gap arrangement, each rectangular-ambulatory-plane reinforcing bar runs through the two sides of wall, and each rectangular-ambulatory-plane reinforcing bar is respectively positioned on the periphery of more main reinforcements and is fixedly connected with more main reinforcements.By more main reinforcements of arrangement and multiple rectangular-ambulatory-plane reinforcing bars, and cooperate more main reinforcements and multiple equal produced by insert molding of rectangular-ambulatory-plane reinforcing bar in concrete strengthening layer, the two sides of wall is organically combined together, structure is more reliable and more stable.
Description
Technical field
The utility model relates to building field technologies, refer in particular to a kind of reinforcement type building transformational structure.
Background technique
During building, in order to keep structure more firm, it will usually which the junction between wall and floor adds
Gu processing, in the prior art, this consolidation process adds the mode of reinforcing bar to complete only with simple concrete, the knot after construction
Structure still remains the phenomenon of structure shakiness.Therefore, it is necessary to be improved to current ruggedized construction.
Summary of the invention
In view of this, the utility model is in view of the existing deficiencies of the prior art, main purpose is to provide a kind of reinforcement type
Building transformational structure, has the characteristics that stable structure.
To achieve the above object, the utility model is using following technical solution:
A kind of reinforcement type building transformational structure includes wall, concrete strengthening layer, more main reinforcements and multiple times
Font reinforcing bar;The concrete strengthening layer runs through the two sides of wall and is coated on the two sides of wall;The more main reinforcements and multiple times
The equal produced by insert molding of font reinforcing bar is in concrete strengthening layer, and more main reinforcements are respectively distributed to the two sides of wall, each master
Reinforcing bar longitudinally extends, and multiple rectangular-ambulatory-plane reinforcing bar longitudinal gap arrangement, each rectangular-ambulatory-plane reinforcing bar runs through the two sides of wall, often
One rectangular-ambulatory-plane reinforcing bar is respectively positioned on the periphery of more main reinforcements and is fixedly connected with more main reinforcements.
Preferably, every side of the wall is distributed with three aforementioned main reinforcements, and three main reinforcements are intervally arranged up and down.
The utility model has clear advantage and beneficial effect compared with prior art, specifically, by above-mentioned technology
Known to scheme:
By more main reinforcements of arrangement and multiple rectangular-ambulatory-plane reinforcing bars, and cooperate more main reinforcements and multiple rectangular-ambulatory-plane steel
The equal produced by insert molding of muscle enables the two sides of wall to be organically combined together, structure is more stable in concrete strengthening layer
Reliably.
For the structure feature and effect for more clearly illustrating the utility model, come with reference to the accompanying drawing with specific embodiment pair
The utility model is described in detail:
Detailed description of the invention
Fig. 1 is the sectional view of the preferred embodiment of the utility model.
Description of drawing identification:
10, wall 20, concrete strengthening layer
30, main reinforcement 40, rectangular-ambulatory-plane reinforcing bar
Specific embodiment
It please refers to shown in Fig. 1, it to include wall that show the specific structures of the preferred embodiment of the utility model
10, concrete strengthening layer 20, more main reinforcements 30 and multiple rectangular-ambulatory-plane reinforcing bars 40.
The concrete strengthening layer 20 runs through the two sides of wall 10 and is coated on the two sides of wall 10;More 30 Hes of main reinforcement
The equal produced by insert molding of multiple rectangular-ambulatory-plane reinforcing bars 40 is in concrete strengthening layer 20, and more main reinforcements 30 are respectively distributed to wall 10
Two sides, each main reinforcement 30 is longitudinal to be extended, multiple 40 longitudinal gap of rectangular-ambulatory-plane reinforcing bar arrangement, each rectangular-ambulatory-plane reinforcing bar 40
Run through wall 10 two sides, each rectangular-ambulatory-plane reinforcing bar 40 be respectively positioned on the periphery of more main reinforcements 30 and with more main reinforcements 30
It is fixedly connected.
In the present embodiment, every side of the wall 10 is distributed with three aforementioned main reinforcements 30, three main reinforcements 30
It is intervally arranged up and down.And the outer diameter of the main reinforcement 30 is greater than the outer diameter of rectangular-ambulatory-plane reinforcing bar 40.
The work progress that the present embodiment is described in detail is as follows:
When construction, firstly, carrying out in the two sides of wall 10 through aperture, then, it is distributed main reinforcement 30 in the two sides of wall,
Then, multiple rectangular-ambulatory-plane reinforcing bars 40 are arranged, each rectangular-ambulatory-plane reinforcing bar 40 is made to run through the two sides of wall 10, each rectangular-ambulatory-plane reinforcing bar
40 are respectively positioned on the periphery of more main reinforcements 30 and are fixedly connected with more main reinforcements 30;Then mould is installed in the two sides of wall 10
Plate encloses template and is configured to casting cavity, and more main reinforcements 30 and multiple rectangular-ambulatory-plane reinforcing bars 40 are located in casting cavity, then
After concrete setting, by form removable, concrete strengthening layer 20 can be obtained in the concrete perfusion in mold cavity body.
The design focal point of the utility model is:By more main reinforcements of arrangement and multiple rectangular-ambulatory-plane reinforcing bars, and cooperate more
Root main reinforcement and multiple equal produced by insert molding of rectangular-ambulatory-plane reinforcing bar in concrete strengthening layer, enable wall two sides organically
It is combined together, structure is more reliable and more stable.
Technical principle of the utility model has been described above with reference to specific embodiments.These descriptions are intended merely to explain this reality
With novel principle, and it cannot be construed to the limitation to scope of protection of the utility model in any way.Based on the explanation herein,
Those skilled in the art, which does not need to pay for creative labor, can associate with other specific implementation modes of this utility model,
These modes are fallen within the protection scope of the utility model.
Claims (2)
1. a kind of reinforcement type building transformational structure, it is characterised in that:It include wall, concrete strengthening layer, more main reinforcements
And multiple rectangular-ambulatory-plane reinforcing bars;The concrete strengthening layer runs through the two sides of wall and is coated on the two sides of wall;The more main steel
Muscle and multiple equal produced by insert molding of rectangular-ambulatory-plane reinforcing bar are in concrete strengthening layer, and more main reinforcements are respectively distributed to the two of wall
Side, each main reinforcement longitudinally extend, and multiple rectangular-ambulatory-plane reinforcing bar longitudinal gap arrangement, each rectangular-ambulatory-plane reinforcing bar runs through wall
The two sides of body, each rectangular-ambulatory-plane reinforcing bar are respectively positioned on the periphery of more main reinforcements and are fixedly connected with more main reinforcements.
2. a kind of reinforcement type building transformational structure as described in claim 1, it is characterised in that:Every side of the wall is equal
Three aforementioned main reinforcements are distributed with, three main reinforcements are intervally arranged up and down.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720820332.3U CN208137479U (en) | 2017-07-07 | 2017-07-07 | A kind of reinforcement type building transformational structure |
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CN201720820332.3U CN208137479U (en) | 2017-07-07 | 2017-07-07 | A kind of reinforcement type building transformational structure |
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CN208137479U true CN208137479U (en) | 2018-11-23 |
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CN201720820332.3U Active CN208137479U (en) | 2017-07-07 | 2017-07-07 | A kind of reinforcement type building transformational structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113089469A (en) * | 2021-05-26 | 2021-07-09 | 山东东泰工程咨询有限公司 | Bridge deck widening joint protection structure and method |
-
2017
- 2017-07-07 CN CN201720820332.3U patent/CN208137479U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113089469A (en) * | 2021-05-26 | 2021-07-09 | 山东东泰工程咨询有限公司 | Bridge deck widening joint protection structure and method |
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