CN208633578U - A kind of building structure strengthening device - Google Patents
A kind of building structure strengthening device Download PDFInfo
- Publication number
- CN208633578U CN208633578U CN201821189840.7U CN201821189840U CN208633578U CN 208633578 U CN208633578 U CN 208633578U CN 201821189840 U CN201821189840 U CN 201821189840U CN 208633578 U CN208633578 U CN 208633578U
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- CN
- China
- Prior art keywords
- cement layer
- reinforcing rib
- stiffening plate
- layer
- building structure
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model discloses a kind of building structure strengthening devices, including soil layer, the inside of the soil layer has poured concrete column, the inner cavity of the concrete column is inlaid with the first reinforcing rib, the upper end of the soil layer has poured the first cement layer, the top of first reinforcing rib is plugged on the lower inside of the first cement layer, the top of first reinforcing rib is fixedly welded with the first stiffening plate, the first circular hole is provided in the middle part of first stiffening plate, the second reinforcing rib is inlaid in the middle part of the inner cavity of first cement layer, reinforcing rod is fixedly connected between first reinforcing rib and the second reinforcing rib, the inner cavity top fixation of first cement layer is inlaid with the second stiffening plate.The building structure strengthening device can effectively increase the power and intensity of the support of concrete column concrete column by the first stiffening plate structure；By the first borehole structure, so that the connection more close and firm of the first stiffening plate and the first cement layer.
Description
Technical field
The utility model relates to field of mechanical technique, specially a kind of building structure strengthening device.
Background technique
Building is the general name of building and structures, is people to meet social life needs, utilizes grasped object
Matter technological means, and the artificial environment created with certain scientific law, geomantic omen theory and aesthetic principle, the object of building are big
It was built to the correlation before the Environment Design for including regional planning, urban planning, landscape design etc. synthesis is constructed, community is formed
Journey, the small production to indoor furniture, small articles etc..And its common object is the unit in certain place.In architecture and
In the scope of civil engineering, " building ", which refers to the process of, builds building or development capital construction.In general, each construction project
Pool can be responsible for by project Manager and architect, to successfully complete each construction project, effectively plan is required no matter
Design thus complete whole building project require to fully take into account whole building project may bring environmental impact, establish
Schedule table, financial arrangement, building safety, the transport of construction material and delay, preparation in utilization, engineering is built to throw
File etc. is marked, in the work progress of building, the ground-based supports intensity of building can have not up to standard, the cement of bottom
The dynamics that column is born can not be brought into play completely, therefore we have proposed a kind of building structure strengthening devices.
Utility model content
The purpose of this utility model is to provide a kind of building structure strengthening devices, to solve to propose in above-mentioned background technique
The problem of.
To achieve the above object, the utility model provides the following technical solutions: a kind of building structure strengthening device, including soil
Stratum, the inside of the soil layer have poured concrete column, and the inner cavity of the concrete column is inlaid with the first reinforcing rib, the soil layer
Upper end poured the first cement layer, the top of first reinforcing rib is plugged on the lower inside of the first cement layer, described
The top of one reinforcing rib is fixedly welded with the first stiffening plate, is provided with the first circular hole in the middle part of first stiffening plate, and described first
It is inlaid with the second reinforcing rib in the middle part of the inner cavity of cement layer, is fixedly connected with reinforcement between first reinforcing rib and the second reinforcing rib
The inner cavity top fixation of bar, first cement layer is inlaid with the second stiffening plate, is provided with the second circular hole in second stiffening plate,
The upper end of first cement layer is fixedly connected with the second cement layer, and the upper end of first cement layer is fixedly connected with wall.
Preferably, the reinforcing rod is equipped with several, and the reinforcing rod equidistant arrangement is reinforced in the first reinforcing rib and second
Between muscle.
Preferably, second circular hole is equipped with several, and second circular hole is uniformly arranged in the second stiffening plate
On.
Preferably, wall inner cavity lower part is connect by reinforcing bar with the second cement layer and the first cement layer one-piece casting.
Preferably, first stiffening plate is annular in shape, and the outer diameter of first stiffening plate is greater than the outer diameter of concrete column.
Compared with prior art, the utility model has the beneficial effects that the building structure strengthening device, by being equipped with first
The structure of stiffening plate can effectively increase the power and intensity of the support of concrete column concrete column, so that the first cement layer is transmitted to
Power on concrete column is more uniform；By being equipped with the structure of the first circular hole, so that the company of the first stiffening plate and the first cement layer
More close and firm is connect, the first cement layer is enabled to support bigger power；By being equipped with the structure of the second stiffening plate, significantly
Increase the support strength of the first cement layer.
Detailed description of the invention
Fig. 1 is the utility model section view.
In figure: 1 soil layer, 2 concrete columns, 3 first reinforcing ribs, 4 first stiffening plates, 5 first circular holes, 6 first cement layers, 7
Second reinforcing rib, 8 second stiffening plates, 9 second circular holes, 10 second cement layers, 11 walls, 12 reinforcing rods.
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.
Referring to Fig. 1, the utility model provides a kind of technical solution: a kind of building structure strengthening device, including soil layer
1, soil layer 1 is the support base of ground, and the inside of the soil layer 1 has poured concrete column 2, and concrete column 2 is in order to increase first
The load-bearing capacity of cement layer 6, the inner cavity of the concrete column 2 are inlaid with the first reinforcing rib 3, and the first reinforcing rib 3 is in order to reinforce cement
The intensity and enabling capabilities of column 2 increase the support force of ground, and the upper end of the soil layer 1 has poured the first cement layer 6, the
One cement layer 6 is the support base of wall 11, and the top of first reinforcing rib 3 is plugged on the lower inside of the first cement layer 6,
The top of first reinforcing rib 3 is fixedly welded with the first stiffening plate 4, and the first stiffening plate 4 is in order to increase holding inside concrete column 2
Gravity, first stiffening plate 4 is annular in shape, and the outer diameter of first stiffening plate 4 is greater than the outer diameter of concrete column 2.Described first
The middle part of stiffening plate 4 is provided with the first circular hole 5, and the first circular hole 5 is in order to enable the first stiffening plate 4 connects in the inside of the first cement layer 6
The stabilization connect, is inlaid with the second reinforcing rib 7 in the middle part of the inner cavity of first cement layer 6, and the second reinforcing rib 7 is in order to increase the first water
The intensity of mud layer 6 increases the support strength of the first cement layer 6, fixed between first reinforcing rib 3 and the second reinforcing rib 7
It is connected with reinforcing rod 12, for reinforcing rod 12 in order to increase the support strength of the first reinforcing rib 3, the reinforcing rod 12 is equipped with several,
12 equidistant arrangement of reinforcing rod is between the first reinforcing rib 3 and the second reinforcing rib 7.The inner cavity top of first cement layer 6
Fixed to be inlaid with the second stiffening plate 8, the second stiffening plate 8 is in order to increase the intensity of the first cement layer 6, to increase the first cement layer
6 support strength, is provided with the second circular hole 9 in second stiffening plate 8, the second circular hole 9 increase the first cement layer 6 and second plus
Bonding strength between strong plate 8, second circular hole 9 are equipped with several, and second circular hole 9 is uniformly arranged in second
In stiffening plate 8.The upper end of first cement layer 6 is fixedly connected with the second cement layer 10, and the upper end of first cement layer 6 is solid
Surely it is connected with wall 11, the 11 inner cavity lower part of wall passes through 6 one-piece casting of reinforcing bar and the second cement layer 10 and the first cement layer
Connection.
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 (5)
1. a kind of building structure strengthening device, including soil layer (1), it is characterised in that: the inside of the soil layer (1) has poured
The inner cavity of concrete column (2), the concrete column (2) is inlaid with the first reinforcing rib (3), and the upper end of the soil layer (1) has poured
One cement layer (6), the top of first reinforcing rib (3) are plugged on the lower inside of the first cement layer (6), and described first reinforces
The top of muscle (3) is fixedly welded with the first stiffening plate (4), is provided with the first circular hole (5), institute in the middle part of first stiffening plate (4)
It states and is inlaid with the second reinforcing rib (7) in the middle part of the inner cavity of the first cement layer (6), first reinforcing rib (3) and the second reinforcing rib (7)
Between be fixedly connected with reinforcing rod (12), the fixation of the inner cavity top of first cement layer (6) is inlaid with the second stiffening plate (8),
It is provided with the second circular hole (9) on second stiffening plate (8), the upper end of first cement layer (6) is fixedly connected with the second cement
Layer (10), the upper end of first cement layer (6) is fixedly connected with wall (11).
2. a kind of building structure strengthening device according to claim 1, it is characterised in that: the reinforcing rod (12) is if be equipped with
Dry, reinforcing rod (12) equidistant arrangement is between the first reinforcing rib (3) and the second reinforcing rib (7).
3. a kind of building structure strengthening device according to claim 1, it is characterised in that: second circular hole (9) is equipped with
Several, second circular hole (9) is uniformly arranged on the second stiffening plate (8).
4. a kind of building structure strengthening device according to claim 1, it is characterised in that: wall (11) the inner cavity lower part
It is connect by reinforcing bar with the second cement layer (10) and the first cement layer (6) one-piece casting.
5. a kind of building structure strengthening device according to claim 1, it is characterised in that: first stiffening plate (4) is in
Annular shape, the outer diameter of first stiffening plate (4) are greater than the outer diameter of concrete column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821189840.7U CN208633578U (en) | 2018-07-26 | 2018-07-26 | A kind of building structure strengthening device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821189840.7U CN208633578U (en) | 2018-07-26 | 2018-07-26 | A kind of building structure strengthening device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208633578U true CN208633578U (en) | 2019-03-22 |
Family
ID=65738386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821189840.7U Expired - Fee Related CN208633578U (en) | 2018-07-26 | 2018-07-26 | A kind of building structure strengthening device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208633578U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468884A (en) * | 2019-07-31 | 2019-11-19 | 武汉安保通科技有限公司 | A kind of stratum mounting structure and construction method based on earthwave micro-vibration |
-
2018
- 2018-07-26 CN CN201821189840.7U patent/CN208633578U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468884A (en) * | 2019-07-31 | 2019-11-19 | 武汉安保通科技有限公司 | A kind of stratum mounting structure and construction method based on earthwave micro-vibration |
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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: 20190322 Termination date: 20190726 |
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| CF01 | Termination of patent right due to non-payment of annual fee |